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APPROVED BLD FIR PLN RESUB2 BLD2022-1319+Architectural_Plan+4.3.2023_5.59.13_PM+3460834City Of Edmonds Building Department Work APARTMENTS .-----------------------------------------------. Address 8215 236TH ST SW -------------------------------------------------- ------------------------------------------------ Owner HOUSING HOPE Approved Date ` 4/24/2023 ------------- --------------------------------------- Building Official DOWAnrMOL W. W ofiCLIc Permit Number KLV'I REV2 REV3 REV4 R F\/.ri RI n2n22-1'i1 A -A - 320 - B -- BLD2022-1321 -C BLD2022-1322- D REVISIONS Building Department (SPECIAL INSPECTIONS ARE REQUIRED FOR .THIS PERMIT. !Please see special inspection agreement form- i ■ Reinforced Concrete I Bolting in Concrete Lateral Wood Structural Observation by design professional! Grading/soils as per Geotechnical Report I Structural Steel/Welding I Deferred permits: '1.Sign Permit �2.Fire sprinkler V3.Fire Alarm system Electrical i6.Shop 5.Distributive Antennasystem Drawings of ` orts court commercial (clearing/grading (civ mit) I !7.Demolition permit location of off site office modular i HOUSING HOPE ELC FIELD APARTMENTS 04-18-2023 PLAN REVIEW APPROVED WITH CONDITIONS: 1. CONFIRM 2018 IFC 906.1 REGARDING FIRE EXTINGUISHER PLACEMENT IS SATISFIED PRIOR TO FINAL. 2. A SEPRATE FIRE SPRINKLER SYSTEM PERMIT IS REQUIRED FOR EACH BUILDING. 3. A SEPARATE FIRE ALARM SYSTEM PERMIT IS REQUIRED FOR EACH BUILDING. 4. ACCESS TO THE SITE MUST BE ACCESSIBLE AND CAPABLE OF FIRE DEPARTMENT APARATUS WEIGHTS PRIOR TO COMBUSTIBLE MATERIALS ARRIVING ON SITE. 5. A PRECONSTRUCTION MEETING WITH THE FIRE MARSHAL IS REQUIRED PRIOR TO COMBUSTIBLES ARRIVING ON LOCATION. DFM BURT Approved DFM Oh& Kurt South County Fire Date: 04/18/2023 ................................................. The following documentation shall be available on site for the building inspector: [—]COE APPROVED ARCHITECTURAL PLAN SET ■ 0 COE APPROVED STRUCTURAL PLAN SET ; ❑ COE REVIEWED CALCULATION PACKET ' ❑ ENERGY CREDIT WORKSHEET ■ ❑ SITE PLAN ; ❑ CIVIL PLAN ' ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ PLEASE SEE PAGES WP-100 THRU WP-500 1 ■ j The building enclosure must be inspected by a qualified 1 ■ inspector in accordance with RCW 64.55.030, 64.55.040, and 64.55.050. A building enclosure certification letter from the ■ 1 inspector must be submitted to the Building Division prior to final inspection by the City Building Inspector in accordance with 1 RCW 64.55.060. Where phasing of construction occurs, ■ 1 coordinate inspection with the City Building Inspector to ensure ' that all required inspections are performed. Inspection by the 1 building enclosure inspector to meet RCW 64.55 does not ' 1 substitute for required City building inspections which must be performed by the City Building Inspector_ . _ . _ . _ . _ . _ . _ 1 ji- ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ,Construction Type v8 ■ CONFORMED SET ,Occupancy p y Group R_2 f S_2,B ■ !Occupant Load 365 ■ :............................................... Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 0 DAME( STATE OF co N 0 WM M am Cn 0 FMz 0 i z 0 Q LLJ w 0 J 2 3: z LU FM w w LL U) VQ= �a 00 O N T ULI Q CID N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COVER SHEET SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT No: 2021031.00 SHEET: TOnO CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS A A SHEET INDEX GENERAL NOTES: T0.0 COVER SHEET T0.1 SHEET LIST & DESIGN TEAM SEE FILL/GRADE BLDG2022-1323 T1.0 PROJECT INFO T1.1 CODE, LIFE SAFETY & PERMIT NOTES T1.2A IBC CODE NOTES T1.2B IBC CODE NOTES T1.3 OCCUPANCY LOAD, FIRE, & PLUMBING CALCS T1.4 EGRESS PLANS T1.5 EGRESS PLANS T1.6 FIRE CODE NOTES T1.7 FIRE CODE NOTES T1.8 ADA DETAILS SEE FILL/GRADE BLDG2022-1323 T1.9 ADA DETAILS SEE FILL/GRADE BLDG2022-1323 T1.10 TRASH HAULER EXHIBIT SEE FILL/GRADE BLDG2022-1323 T1.11 SITE DETAILS SEE FILL/GRADE BLDG2022-1323 T1.12 SITE DETAILS SEE FILL/GRADE BLDG2022-1323 SURVEY S-1 TOPOGRAPHIC SURVEY SEE FILL/GRADE BLDG2022-1323 S-2 TOPOGRAPHIC SURVEY SEE FILL/GRADE BLDG2022-1323 CIVIL C1.0 COVER SHEET SEE FILL/GRADE BLDG2022-1323 C1.1 DEMOLITION AND SWPP PLAN SEE FILL/GRADE BLDG2022-1323 C1.2 SWPP NOTES AND DETAILS SEE FILL/GRADE BLDG2022-1323 C2.0 STORM DRAINAGE PLAN SEE FILL/GRADE BLDG2022-1323 C2.1 STORM NOTES & DETAILS SEE FILL/GRADE BLDG2022-1323 C2.2 STORM PROFILES & DETAILS SEE FILL/GRADE BLDG2022-1323 C2.3 BIOFILTER DETAILS SEE FILL/GRADE BLDG2022-1323 C2.4 ROOF AND FOOTING DRAIN COLLECTOR PLAN SEE FILL/GRADE BLDG2022-1323 C3.0 GRADING & PAVING PLAN SEE FILL/GRADE BLDG2022-1323 C3.1 FRONTAGE PLAN SEE FILL/GRADE BLDG2022-1323 C3.2 PARKING LAYOUT PLAN SEE FILL/GRADE BLDG2022-1323 C4.0 CITY OF EDMONDS STANDARD DETAILS SEE FILL/GRADE BLDG2022-1323 C4.1 CITY OF EDMONDS STANDARD DETAILS SEE FILL/GRADE BLDG2022-1323 W1.0 OVWSD SEWER & WATER COVER SEE FILL/GRADE BLDG2022-1323 W1.1 OVWSD SEWER PLAN & PROFILE SEE FILL/GRADE BLDG2022-1323 W1.2 OVWSD WATER PLAN SEE FILL/GRADE BLDG2022-1323 W1.3 OVWSD WATER PROFILES SEE FILL/GRADE BLDG2022-1323 W1.4 OVWSD OLYMPIC VIEW STANDARD DETAILS SEE FILL/GRADE BLDG2022-1323 W1.5 OVWSD OLYMPIC VIEW STANDARD DETAILS SEE FILL/GRADE BLDG2022-1323 W1.6 OVWSD OLYMPIC VIEW STANDARD DETAILS SEE FILL/GRADE BLDG2022-1323 STORMWATER VAULT S1.1 GENERAL STRUCTURAL NOTES SEE FILL/GRADE BLDG2022-1323 S2.1 VAULT PLANS SEE FILL/GRADE BLDG2022-1323 S3.1 VAULT SECTIONS AND DETAILS SEE FILL/GRADE BLDG2022-1323 LANDSCAPE 1-1.0 TREE RETENTION AND PROTECTION PLAN SEE FILL/GRADE BLDG2022-1323 L1.1 TREE RETENTION AND PROTECTION DETAILS SEE FILL/GRADE BLDG2022-1323 L2.0 IRRIGATION PLAN SEE FILL/GRADE BLDG2022-1323 L2.1 IRRIGATION SCHEDULE & NOTES SEE FILL/GRADE BLDG2022-1323 L2.2 IRRIGATION DETAILS SEE FILL/GRADE BLDG2022-1323 L2.3 IRRIGATION DETAILS SEE FILL/GRADE BLDG2022-1323 L2.4 IRRIGATION DETAILS SEE FILL/GRADE BLDG2022-1323 L2.5 IRRIGATION DETAILS SEE FILL/GRADE BLDG2022-1323 L2.6 IRRIGATION DETAILS SEE FILL/GRADE BLDG2022-1323 L3.0 PLANTING PLAN SEE FILL/GRADE BLDG2022-1323 L3.1 PLANTING PLAN SEE FILL/GRADE BLDG2022-1323 L3.2 PLANTING PLAN SEE FILL/GRADE BLDG2022-1323 L3.3 LANDSCAPE PLAN SEE FILL/GRADE BLDG2022-1323 L3.4 PLANT SCHEDULE SEE FILL/GRADE BLDG2022-1323 L3.5 PLANT SCHEDULE SEE FILL/GRADE BLDG2022-1323 L5.0 LANDSCAPE DETAILS SEE FILL/GRADE BLDG2022-1323 L5.1 LANDSCAPE DETAILS SEE FILL/GRADE BLDG2022-1323 ARCHITECTURAL A1.10 SITE PLAN SEE FILL/GRADE BLDG2022-1323 A2.11 FLOOR PLAN - LEVEL 1 - BUILDING - A & B A2.12 FLOOR PLAN - LEVEL 1 - BUILDING C & D A2.21 FLOOR PLAN - LEVEL 2 - BUILDING A & B A2.22 FLOOR PLAN - LEVEL 2 - BUILDING C & D A2.31 FLOOR PLAN - LEVEL 3 - BUILDING A & B A2.32 FLOOR PLAN - LEVEL 3 - BUILDING C & D A2.41 ROOF PLAN - BUILDING A & B A2.42 ROOF PLAN - BUILDING C & D A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS - BUILDING A A3.2 EXTERIOR ELEVATIONS - BUILDING B A3.3 EXTERIOR ELEVATIONS - BUILDING C A3.4 EXTERIOR ELEVATIONS - BUILDING D A4.0 BUILDING SECTIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A4.10 WALL SECTIONS A4.20 VERTICAL CIRCULATION A5.0 ENLARGED UNIT PLANS A5.1 ENLARGED UNIT PLANS A5.2 ENLARGED UNIT PLANS A5.3 ENLARGED COMMERCIAL RESTROOM PLANS A5.4 ENLARGED COMMERCIAL FINISH PLAN A5.5 INTERIOR ELEVATIONS AND GENERAL NOTES A5.6 INTERIOR ELEVATIONS A5.7 INTERIOR ELEVATIONS A6.11 RCP - LEVEL 1 - BUILDING A & B A6.12 RCP - LEVEL 1 - BUILDING C & D A6.21 RCP - LEVEL 2 - BUILDING A & B A6.22 RCP - LEVEL 2 - BUILDING C & D A6.31 RCP - LEVEL 3 - BUILDING A & B A6.32 RCP - LEVEL 3 - BUILDING C & D A7.0 PARTITION SCHED. AND RATED ASSEMBLIES A7.1 DOOR SCHEDULE A7.2 DOOR AND WINDOW TYPES A7.3 DOOR HARDWARE SETS A8.0 EXTERIOR DETAILS A8.1 EXTERIOR DETAILS A8.2 EXTERIOR DETAILS A8.3 EXTERIOR DETAILS A8.4 EXTERIOR DETAILS A9.0 INTERIOR DETAILS A9.1 SIGNAGE DETAILS A10.0 INTERIOR FINISH SCHEDULES AND LEGEND A10.1 EXTERIOR FINISH SCHEDULES AND LEGEND WATERPROOFING WP-100 WATERPROOFING WINDOW NO TRIM WP-110 WATERPROOFING DOORS WP-200 WATERPROOFING PENETRATIONS WP-300 WATERPROOFING WALLS WP400 WATERPROOFING FOUNDATIONS WP-500 WATERPROOFING ROOFS STRUCTURAL S1.01 GENERAL STRUCTURAL NOTES S1.02 GENERAL STRUCTURAL NOTES S1.03 SPECIAL INSPECTIONS S2.11 FOUNDATION PLAN - BUILDING A & B S2.12 FOUNDATION PLAN - BUILDING C & D S2.21 LEVEL 2 FRAMING PLAN - BUILDING A & B S2.22 LEVEL 2 FRAMING PLAN - BUILDING C & D S2.31 LEVEL 3 FRAMING PLAN - BUILDING A & B S2.32 LEVEL 3 FRAMING PLAN - BUILDING C & D S2.41 ROOF FRAMING PLAN - BUILDING A & B S2.42 ROOF FRAMING PLAN - BUILDING C & D S4.11 CONCRETE DETAILS S4.21 CONCRETE DETAILS S6.11 WOOD DETAILS S6.21 WOOD DETAILS - BUILDING A & B S6.31 WOOD DETAILS - BUILDING A & B S6.41 WOOD DETAILS - BUILDING A & B S6.51 WOOD DETAILS - BUILDING A & B MECHANICAL EC0.01 ENERGY CODE DOCUMENTATION - NOTES EC0.02 ENERGY CODE DOCUMENTATION - BUILDING A LEVELS 20 EC0.03 ENERGY CODE DOCUMENTATION - BUILDING A LEVEL 1 EC0.04 ENERGY CODE DOCUMENTATION - BUILDING B EC0.05 ENERGY CODE DOCUMENTATION - BUILDING C EC0.06 ENERGY CODE DOCUMENTATION - BUILDING D EC0.07 ENERGY CODE DOCUMENTATION M0.01 MECHANICAL GENERAL NOTES M0.02 MECHANICAL SCHEDULE M0.03 MECHANICAL CALCULATIONS M0.04 MECHANICAL CALCULATIONS M0.05 MECHANICAL CALCULATIONS M0.06 MECHANICAL CALCULATIONS M0.07 MECHANICAL CALCULATIONS M0.08 MECHANICAL CALCULATIONS M1.10 MECHANICAL SITE PLAN SEE FILL/GRADE BLDG2022-1323 M2.11 MECHANICAL - FLOOR PLAN - LEVEL 1 - BUILDING A & B M2.12 MECHANICAL - FLOOR PLAN - LEVEL 1 - BUILDING C & D M2.21 MECHANICAL - FLOOR PLAN - LEVEL 2 - BUILDING A & B M2.22 MECHANICAL - FLOOR PLAN - LEVEL 2 - BUILDING C & D M2.31 MECHANICAL - FLOOR PLAN - LEVEL 3 - BUILDING A & B M2.32 MECHANICAL - FLOOR PLAN - LEVEL 3 - BUILDING C & D M2.41 MECHANICAL - ROOF PLAN - BUILDING A & B M2.42 MECHANICAL - ROOF PLAN - BUILDING C & D M5.01 MECHANICAL TYPICAL UNIT PLANS -1 BD M5.02 MECHANICAL TYPICAL UNIT PLANS -1 BD M5.03 MECHANICAL TYPICAL UNIT PLANS -1 BD.ADA M5.04 MECHANICAL TYPICAL UNIT PLANS - 2 BD M5.05 MECHANICAL TYPICAL UNIT PLANS - 2 BD ADA M5.06 MECHANICAL TYPICAL UNIT PLANS - 3 BD M5.07 MECHANICAL TYPICAL UNIT PLANS - 3 BD M5.08 MECHANICAL TYPICAL UNIT PLANS - 3 BD.ADA M5.09 MECHANICAL ENLARGED PLAN - BUILDING A M8.01 MECHANICAL DETAILS A M8.02 MECHANICAL DETAILS B PLUMBING P0.01 PLUMBING GENERAL NOTES P0.02 PLUMBING SCHEDULE P2.01 PLUMBING - FOUNDATION PLAN - BUILDING A & B P2.02 PLUMBING - FOUNDATION PLAN - BUILDING C & D P2.11 PLUMBING - FLOOR PLAN - LEVEL 1 - BUILDING A & B P2.12 PLUMBING - FLOOR PLAN - LEVEL 1 - BUILDING C & D P2.21 PLUMBING - FLOOR PLAN - LEVEL 2 - BUILDING A & B P2.22 PLUMBING - FLOOR PLAN - LEVEL 2 - BUILDING C & D P2.31 PLUMBING - FLOOR PLAN - LEVEL 3 - BUILDING A & B P2.32 PLUMBING - FLOOR PLAN - LEVEL 3 - BUILDING C & D P2.41 PLUMBING - ROOF PLAN - BUILDING A & B P2.42 PLUMBING - ROOF PLAN - BUILDING C & D P3.01 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG A P3.02 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG B P3.03 PLUMBING HOT WATER PLANT SCHEMATIC - BLDG C P3.04 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG D P4.01 PLUMBING WATER RISER DIAGRAM - BUILDING A P4.02 PLUMBING WATER RISER DIAGRAM - BUILDING B P4.03 PLUMBING WATER RISER DIAGRAM - BUILDING C P4.04 PLUMBING WATER RISER DIAGRAM - BUILDING D P4.05 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING A P4.06 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING B P4.07 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING C P4.08 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING C P4.09 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING D P4.10 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING D P5.01 PLUMBING - ENLARGED UNIT PLANS P5.02 PLUMBING - ENLARGED UNIT PLANS P5.03 PLUMBING - ENLARGED UNIT PLANS P5.04 PLUMBING - ENLARGED AREA PLANS P8.01 PLUMBING DETAILS P8.02 PLUMBING DETAILS DESIGN TEAM OWNER EDMONDS LUTHERAN CHURCH (ELC) DEVELOPER HOUSING HOPE BOBBY THOMPSON BOBBYTHOMPSON@HOUSINGHOPE.ORG 3331 BROADWAY AVE EVERETT, WA 98201 (425) 322-3723 X 233 GENERAL CONTRACTOR KIRTLEY COLE ASSOCIATES JAMES SCHWARTZ, DIRECTOR OF PRECONSTRUCTION JSCHWARTZ@KIRTLEY-COLE.COM 2820 OAKES AVENUE, SUITE B EVERETT, WA 98201 (425)609-0400 GEOTECHNICAL THE RILEY GROUP, INC. RICKY WANG, PRINCIPAL GEOTECH ENGINEER 17522 BOTHELL WAY NE BOTHELL, WA 98011 (425)415-0551 ELECTRICAL E1.0 LEGEND SEE FILL/GRADE BLDG2022-1323 E1.1 SITE PLAN - ELECTRICAL SEE FILL/GRADE BLDG2022-1323 E1.2 SITE PLAN - PHOTOMETRIC CALCULATIONS SEE FILL/GRADE BLDG2022-1323 E2.11 FLOOR PLAN - LEVEL 1 - BLDG A&B - LIGHTING E2.12 FLOOR PLAN - LEVEL 1 - BLDG C&D - LIGHTING E2.21 FLOOR PLAN - LEVEL 2&3 - BLDG A&B - LIGHTING E2.22 FLOOR PLAN - LEVEL 2&3 - BLDG C&D - LIGHTING E3.11 FLOOR PLAN - LEVEL 1 - BLDG A&B - POWER E3.12 FLOOR PLAN - LEVEL 1 - BLDG C&D - POWER E3.21 FLOOR PLAN - LEVEL 20 - BLDG A&B - ELECTRICAL E3.22 FLOOR PLAN - LEVEL 28,3 - BLDG C&D - ELECTRICAL E3.41 ROOF PLAN - BLDG A&B - ELECTRICAL E3.42 ROOF PLAN - BLDG C&D - ELECTRICAL E4.11 FLOOR PLAN - LEVEL 1 - BLDG A&B COMM/ESS E4.12 FLOOR PLAN - LEVEL 1 - BLDG C&D - COMM/ESS E5.10 ENLARGED UNIT PLANS - ELECTRICAL E5.11 ENLARGED UNIT PLANS - ELECTRICAL E5.12 ENLARGED UNIT PLANS - ELECTRICAL E5.13 ENLARGED UNIT PLANS - ELECTRICAL E5.14 ENLARGED UNIT PLANS E6.0 ONE LINE DIAGRAM E6.1 COMM RISER DIAGRAM E6.2 COMM DETAILS E7.0 LIGHT FIXTURE SCHEDULE E7.1 LIGHTING CONTROL SCHEDULE E8.0 MECHANICAL SCHEDULE E8.1 PANEL SCHEDULES E8.2 PANEL SCHEDULES E8.3 PANEL SCHEDULES E8.4 PANEL SCHEDULES E8.5 PANEL SCHEDULES E8.6 PANEL SCHEDULES E8.7 PANEL SCHEDULES E8.8 PANEL SCHEDULES E8.9 PANEL SCHEDULES E8.10 PANEL SCHEDULES E8.11 PANEL SCHEDULES E8.12 PANEL SCHEDULES E8.13 PANEL SCHEDULES E8.14 WSEC LIGHTING COMPLIANCE ARCHITECT OF RECORD DESIGNS NORTHWEST ARCHITECTS, INC. DANIEL NELSON, PRINCIPAL KIM WILLIAMS, PROJECT MANAGER KIM@DESIGNSNW.COM 26915102ND DRIVE NW, SUITE 201 STANWOOD, WA 98292 (360)926-8955 ARCHITECTURAL SUPPORT ARC ARCHITECTS PAUL CURTIS, PRINCIPAL CURTIS@ARCARCHITECTS.COM RYAN BOONE, PROJECT ARCHITECT BOONE@ARCARCHITECTS.COM 119 S MAIN ST. SUITE 200 SEATTLE, WA 98104 (206)322-3322 BUILDING ENVELOPE / WATERPROOFING DEPEW, INC. STEVE DEPEW STEVE@DEPEWINC.COM 1834 SW 152ND ST. BURIEN, WA BURIEN, WA (206)229-7475 QI ID\/Cv I (`I\/II ni-mmoCIV, LLU DAVE HARMSEN, VP PE DAVIDH@HARMSENLLC.COM 125 EAST MAIN STREET STE. 104 MONROE, WA 98272 (360)794-7811 LANDSCAPE MIG,INC. AUDREY WEST AWEST@MIGCOM.COM 119 PINE STREET, SUITE 400 SEATTLE, WA 98101 (206)223-0326 STRUCTURAL SWENSON SAY FAGET BETH BROWN, PE BBROWN@SSFENGINEERS.COM 934 BROADWAY, SUITE 100 TACOMA, WA 98402 (253) 284.9470 MECHANICAL / PLUMBING / ENERGY ECOTOPE, INC. SHAWN CRAM, PRINCIPAL PE SHAWN@ECOTOPE.COM 1917 FIRST AVENUE, SUITE 300 SEATTLE, WA 98101 (206)322.3753 ELECTRICAL TFWB - ELECTRICAL ENGINEERS INC MIKE FITZMAURICE, PRINCIPAL PE MIKE@TF-WB.COM 1200 WESTLAKE AVE N., STE 509 SEATTLE, WA 98109 (206)285-7228 Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 Uj m rn am Cf) O Fm z z0 0❑ Q LU W C' J z LU U) I- Fm W W cf) LL U) Q0 VQ= H O Ja 00 N LC) CIO W Q N CONFORMED SET ISSUE DATE: MARCH 31, 2023 MELV16"]1*]►11110041:1■Big] I:I # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT 3 03-31-2023 CONFORPISMObUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: SHEET LIST & DESIGN TEAM SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: TOml NTRACTOR IS-RES BLE'FOR COORDINATMG DRAWINGS AND SPECIFICATIONS VICINITY MAP mmmm�m ■ Mr. ,r, I E-1 � � dd o� a �a a o GENERAL NOTES T Qo 0 o Q1 E] PARK EDMONDS EDMONDS r - APARTMENTS LUTHERAN L - 3: CHURCH IPROJECT aL I SITE 1 I I 00 = u v Q� o o_ / F -236TH ST SW__ i■r 0 I■I■1�1 THISr7 n»0 I 1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND WHAT IS CONTAINED IN ONE SHALL BE CONSIDERED TO BE INCLUDED IN BOTH. 2. THE CONTRACT DOCUMENTS ARE COMPRISED OF THE DRAWINGS, PROJECT MANUAL AND ADDENDA (IF ANY). THE CONTRACT DOCUMENTS ARE CONSIDERED INCOMPLETE UNLESS ALL ELEMENTS LISTED ARE PRESENT. 3. IN THE CASE OF A CONFLICT BETWEEN ANY ASPECT OF THE CONTRACT DOCUMENTS AND ANOTHER, CONTACT THE ARCHITECT IMMEDIATELY FOR DIRECTION. 4. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. IF A CONFLICT ARISES BETWEEN WHAT IS SHOWN IN THE CONTRACT DOCUMENTS AND AN APPLICABLE CODE, PROMPTLY NOTIFY ARCHITECT FOR DETERMINATION OF HOW TO PROCEED 5. DO NOT SCALE DRAWINGS 6. PERFORM EXCAVATION & FOUNDATION WORK IN CONFORMANCE WITH THE SOILS REPORT AND CONSTRUCTION DOCUMENTS 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY. ABBREVIATIONS ANGLE E EAST (COORDINATE) H.B. HOSE BIB O.C. ON CENTER SUB. SUBSTITUTE CENTER LINE EA. EACH H.C. HOLLOW CORE O.H. OPPOSITE HAND SUSP. SUSPENDED # NUMBER E.B. EXPANSION BOLT HDBD. HARDBOARD OPN'G. OPENING SV SHEET VINYL R PROPERTY LINE E.J. EXPANSION JOINT HDR. HEADER OPP. OPPOSITE SYM. SYMMETRICAL ELEC. ELECTRICAL HDWR. HARDWARE SYS. STYSTEM A.B. ANCHOR BOLT ELEV. ELEVATION HDWD. HARDWOOD PERF. PERFORATED A/C AIR CONDITIONING ENCL. ENCLOSURE H.M. HOLLOW METAL P.L. PROPERTY LINE T. TREAD A.C.T. ACOUSTICAL TILE CEILING EQ. EQUAL H.V.A.0 HEATING / VENTILATION / P-LAM. PLASTIC LAMINATE TB TACK BOARD ADJ. ADJACENT EQUIP. EQUIPMENT AIR CONDITIONING PR. PAIR T.O.C. TOP OF CURB A.F.F. ABOVE FINISH FLOOR E.W.C. ELECTRIC WATER COOLER PT. PINT, POINT TEL. TELEPHONE ALT. ALTERNATE EXT. EXTERIOR I.D. INSIDE DIAMETER (DIM.) P.T. PRESSURE TREATED TER TERRAllO ARCH. ARCHITECT(URAL) INSUL INSULATED / INSULATION PTD. PAINTED T.O.P. TOP OF PLATE OR PAVEMENT AVG. AVERAGE F.A. FIRE ALARM INT. INTERIOR PTN. PARITION T.P.D. TOILET PAPER DISPENSER A.W.P. ACOUSTICAL WALL PANEL F.C.O. FLOOR CLEANOUT P.V.C. POLYVINYL CHLORIDE PIPE T.O.W. TOP OF WALL F.D. FLOOR DRAIN JT. JOINT TYP. TYPICAL BD. BOARD F.E. FIRE EXTINGUISHER Q.T. QUARRY TILE BLK'G. BLOCKING F.E.C. FIRE EXTINGUISHER CABINET KIT. KITCHEN UNF. UNFINISHED BOT. BOTTOM F.F. FINISH FLOOR R. RADIUS, RISER U.O.N. UNLESS OTHERWISE NOTED F.F.E. FINISH FLOOR ELEVATION LAF LIQUID -APPLIED REF. REFER(ENCE) CAB. CABINET F.S. FROM SLAB MEMBRANE FLASHING REFR. REFRIGERATOR V. VENT C.B. CATCH BASIN F.H. FIRE HYDRANT L.F. LINEAL FEET REINF. REINFORCED V.B. VAPOR BARRIER C.F. CUBIC FEET FIN. FINISH LT.WT. LIGHT WEIGHT SESIL. RESILIENT V.C.T. VINYL COMPOSITION TILE C.J. CONTROL JOINT REV. REVISION, REVISED CLG. CEILING FND. FOUNDATION MAS. MASONRY R.O. ROUGH OPENING W. WEST, EIDTH CLR. CLEAR(ANCE) F.O.C. FACE OF CONCRETE M.B. MACHINE BOLT RWL RAIN WATER LEADER W.C. WATER CLOSET C.M.U. CONCRETE MASONRY UNIT F.O.F. FACE OF FOUNDATION M.B. MARKER BOARD WD. WOOD C.O. CLEAN OUT F.0.1.C. FURNISHED BY OWNER / M.D.F. MEDIUM DENSITY FIBERBOARD S. SOUTH WDW. WINDOW COL. COLUMN INSTALLED BY CONTRACTOR M.D.O. MEDIUM DENSITY OVERLAY SAM SELF -ADHERED MEMBRANE W.G. WIRED GLASS CONC. CONCRETE F.0.1.0 FURNISHED BY OWNER/ M.D.X. MEDIUM DENSITY S.C. SOLID CORE W.H. WATER HEATER CONT. CONTINUOUS INSTALLED BY OWNER EXTERIOR OVERLAY S.C.D. SEAT COVER DISPENSER WIN. WINDOW COORD. COORDINATE F.O.M FACE OF MASONRY MECH. MECHANICAL S.D. SOAP DISPENSER, STORM DRAIN W.P. WATER PROOF(ING) CPT. CARPET F.O.S. FACE OF STUD OR STRUCTURE MEMB. MEMBRANE S.F. SQUARE FEET W.R. WATER RESISTANT C.T. CERAMIC TILE F.P. FIRE PROOF MFG. MANUFACTURING SHT. SHEET WT. WEIGHT C.Y. CUBIC YARDS MFR. MANUFACTURER SHWR. SHOWER W.W.F. WELDED WIRE FABRIC GA. GUAGE MIN. MINIMUM SIM. SIMILAR W.O.M. WALK OFF MAT D.F. DRINKING FOUNTAIN GALV. GALVANIZED MIR. MIRROR S.N.D. SANITARY NAPKIN DISPENSER D.H. DOUBLE HUNG G.C. GENERAL CONTRACTOR M.O. MASONRY OPENING S.N.R. SANITARY NAPKIN RECEPACLE DIM. DIMENSION GLULAM GLUE LAMINATED MTL. METAL S.S. STAINLESS STEEL DISP. DISPENSER GND. GROUND STL. STEEL DIV. DIVISION GR. GRADE N. NORTH STA. STATION DN. DOWN G.W.B. GYPSUM WALLBOARD N.I.C. NOT IN CONTRACT S.T.0 SOUND TRANSMISSION CLASS DR. DOOR NOM. NOMINAL ST.S. STANDING SEAM D.S. DOWN SPOUT N.T.S. NOT TO SCALE DWG. DRAWING PROJECT DESCRIPTION CONSTRUCT 4 THREE-STORY MULTIFAMILY BUILDINGS WITH 52 LOW-INCOME APARTMENTS, SUPPORTIVE SERVICES AND AMENITY SPACES TOTALING 43,619 GROSS SF BUILDING SPACE; WITH 38,857 GROSS SF RESIDENTIAL (R-2 OCCUPANCY) OF 7 ONE -BEDROOM (MAX. 576 SF), 32 TWO -BEDROOM (MAX. 735 SF), AND 13THREE-BEDROOM (MAX. 924 SF) UNITS; AND 4,762 GROSS SF BUSINESS (B OCCUPANCY) AND STORAGE (S-2 OCCUPANCY) COMPRISED OF STAFF OFFICES, HEALTH CONSULTATION, COMMUNITY AND MULTIPURPOSE ROOMS AND COMMUNITY PANTRY. BUILDINGS CONFIGURED AROUND RESIDENT COURTYARD, LEVEL 1 UNIT DOORS ACCESSED FROM COURTYARD, WITH LEVELS 2 & 3 UNITS ACCESSED VIA REMOTE EXTERIOR EXIT STAIRWAYS AND EGRESS BALCONIES. CONSTRUCT IMPROVEMENTS OF 1.35-ACRE SITE (APN 00576700002614) INCLUDING ALL ASSOCIATED UTILITIES, UNDERGROUND STORMWATER VAULT, SITE WORK, PAVING, FIRE ACCESS ROAD, PARKING, RETAINING WALL, TRASH ENCLOSURE, FENCING, COURTYARD AMENITIES, PLAY EQUIPMENT AND LANDSCAPING. DEMOLITION INCLUDING REMOVAL OF EXISTING TREES. PROJECT DESIGNED TO MEET EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD (ESDS) PROGRAM. DEFERRED APPROVAL: CONSTRUCT STREET FRONTAGE IMPROVEMENTS INCLUDING RELOCATION OF CERTAIN UTILITIES, DRIVEWAY ACCESS, SIDEWALK, LANDSCAPING AND PLANTERS. CONSTRUCT OFFSITE IMPROVEMENTS AT NORTHEAST CORNER OF 3.05-ACRE SITE (APN 00576700002508) INCLUDING SPORTS COURT, SIDEWALK, STORMWATER AND LANDSCAPING. OFFSITE DEMOLITION INCLUDING REMOVAL AND RELOCATION OF EXISTING PORTABLE OFFICE MODULAR AND CAPPING OF ASSOCIATED UTILITIES. GOVERNING CODES APPLICABLE CODES & STANDARDS THE FOLLOWING INTERNATIONAL CODE COUNCIL CODES ARE ADOPTED AS AMMENDED BY STATE OF WASHINGTON BUILDING CODE COUNCIL (SBCC), WA STATE AMENDMENTS (WAC 51-50), AND AS AMENDED BY EDMONDS CITY CODE / COMMUNITY DEVELOPMENT CODE (ECDC): 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 WASHINGTON STATE ENERGY CODE (WAC 51-11) - RESIDENTIAL, COMMERCIAL 2018 INTERNATIONAL FUEL GAS CODE 2018 UNIFORM PLUMBING CODE 2020 NATIONAL ELECTRICAL CODE (NEC) CURRENTLY ADOPTED BY WA STATE L&I ICC / ANSI Al 17.1 - 2009 EDITION SECTION 504 (HUD) UNIFORM FEDERAL ACCESSIBILITY STANDADRD (UFAS) EDMONDS CITY CODE / COMMUNITY DEVELOPMENT CODE (ECDC) SOUTH COUNTY FIRE / EDMONDS FIRE MARSHAL STANDARDS ECDC - TITLE 19 BUILDING CODES DEPT. OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (2019 EDITION) EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD, VERSION 4.0 * ELECTRCIAL/ LOW -VOLTAGE PERMITS ADMINISTERED BY WASINGTON STATE DEPT. OF LABOR & INDUSTRIES (L&I) UTILITY DISTRICTS WATER / FIRE OLYMPIC VIEW WATER & SEWER SEWER OLYMPIC VIEW WATER & SEWER STORM CITY OF EDMONDS GAS CONTRACTOR TO VERIFY EXISTING ELECTRICAL SNOHOMISH COUNTY PUD FIBEROPTICS ZIPLY FIBER PHONE / DSL CONTRACTOR TO VERIFY EXISTING CABLE CONTRACTOR TO VERIFY EXISTING TRASH / RECYCLE REPUBLIC SERVICES UTILITY LOCATIONS CALL BEFORE YOU DIG 811 LEGEND 1 Ref DRAWING # ROOM NAME ROOM NAME EXTERIOR XXX ROOM NUMBER ELEVATION A101 SHEET # 1 Ref j� DIMENSION POINT INTERIOR DRAWING # OR ELEVATION ELEVATION A101 SHEET # 1 i PARTITION TYPE - SEE A7.0 BUILDING 1 1 DRAWING # SECTION A1.1 A1.1 SHEET # 101 DOOR NUMBER DRAWING # SEE A7.1 WALL 1 SECTION A1.1 SHEET # SECTION 1 DETAIL # DETAIL A1.1 SHEET # SIM. TYP.'*—DETAILS THAT ARE SIMILAR "—DETAILS THE DETAIL SHOWN DETAILS THAT ARE TYPICAL AND OCCUR IN MULTIPLE LOCATIONS ENLARGED �r 1 DETAIL # PLAN / DETAIL A1.1 L _ J SHEET # PROJECT INFORMATION GENERAL BUILDING INFORMATION TYPE V-B CONSTRUCTION, SPRINKLERS MIXED -OCCUPANCY, MULTISTORY, NON -SEPARATED OCCUPANCIES, AGGREGATE BUILDING (FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE) LEVEL 1 - BUILDING A PORTION - B & S-2 OCCUPANCIES BUILDING B PORTION - R-2 & S-2 OCCUPANCIES BUILDING C PORTION - R-2 & S-2 OCCUPANCIES BUILDING D PORTION - R-2 & S-2 OCCUPANCIES LEVEL 2 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY LEVEL 3 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY NFPA 13 MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM NFPA 72 MONITORED FIRE ALARM SYSTEM, SMOKE DETECTION / ALARM, CARBON MONOXIDE DETECTION / ALARM TOTAL OCCUPANT LOAD 365 (ROUNDED UP, REFER TO OCCUPANCY LOAD CALCULATION AND EGRESS PLANS) B OCCUPANTS 102 S-2 OCCUPANTS 17 R-2 OCCUPANTS 246 TOTAL OCCUPANTS 365 (INCLUDES LEVELS 1, 2 & 3, AND USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) NOTE: EGRESS OCCUPANT LOAD OF 276 USED AT LEVEL OF EXIT DISCHARGE (LEVEL 1 + LEVEL 2), SEE SHEETS T1.2-T1.5 ACCESSIBLE UNITS ACCORDING TO IBC CH. 11, ICC/ANSI Al17.1, SECTION 504 (HUD) AND UFAS: 1. ONE -BEDROOM ACCESSIBLE / TYPE A UNIT D101 2. TWO -BEDROOM ACCESSIBLE / TYPE A UNIT B102 3. THREE -BEDROOM ACCESSIBLE / TYPE A UNIT B101 (11) LEVEL 1 GROUND FLOOR REMAINING UNITS ARE TYPE B SENSORY ACCESSIBLE UNITS PER SECTION 504 (HUD): UNITS B101, B102, B103 UNITS D101, D102 SEE BUILDING CODE ANALYSIS FOR FURTHER INFORMATION. SEE STRUCTURAL FOR RISK CATEGORY, DESIGN LOADS, SNOW LOADS AND WIND LOADS. GENERAL ZONING INFORMATION SEE ZONING COMPLIANCE NOTES FOR FURTHER INFORMATION ON SHEET A1.10. SEE BUILDING CODE COMPLIANCE NOTES FOR FURTHER INFORMATION ON SHEETS T1.2 - T1.5. SEE CIVIL FOR IMPERVIOUS AND GRADING AMOUNTS. MULTIFAMILY ADDRESS 8215 236TH ST. SW, EDMONDS, WA 98026 APN 00576700002614 ZONING CG - GENERAL COMMERCIAL SITE SIZE 1.35-ACRES EXIST. USE VACANT UNDEVELOPED LOT TOTAL GROSS BUILDING SPACE 49,793 SF (INCLUDES USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) LEVEL 1 17,058 SF LEVEL 2 16,546 SF LEVEL 3 16,189 SF MAX. BLDG. COVERAGE NONE MAX. BLDG HEIGHT 75' ACTUAL BLDG. HEIGHT 40'-9" TALLEST RIDGE PARKING REQUIRED 50 PARKING PROVIDED 50 TOTAL (2 ACCESSIBLE SPACES, 48 STANDARD SPACES) OFFSITE SPORTS COURT ADDRESS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 ZONING RS-8, SINGLE-FAMILY, 8,000 SF LOTS SITE SIZE 3.05 ACRES EXIST. USE CHURCH NO NEW BUILDINGS OR MODIFICATIONS PROPOSED. LEGAL DESCRIPTION: APN 00576700002614 (MULTIFAMILY) (PER RESCISSION BARGAIN AND SALE DEED RECORDED ON AUDITOR'S FILE NO. 202004070014.) LOTS A AND B OF CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN2018-0027, RECORDED SEPTEMBER 21, 2018 AS RECORDING NO.201809215002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN COUNTY OF SNOHOMISH, STATE OF WASHINGTON. APN 00576700002508 (OFFSITE SPORTS COURT) SECTION 31 TOWNSHIP 27 RANGE 4 QUARTER NE SKELTONS LK MC ALEER 5 ACRE TRS BLK 000 D-08 - LOT B CITY OF ED LLA #PLN2018-0027 REC AFN 201809215002 BEING APTN OF LOTS 25 & 26 SD PLAT (EX ST WA#02278 001) SPECIAL INSPECTIONS: REFER TO STRUCTURAL AND CIVIL DRAWINGS FOR A LIST OF ALL SPECTION INSEPECTIONS REQUIRED FOR THE PROJECT. PRIOR TO ISSIANCE OF THE BUILDING PERMIT A CITY SPECIAL INSPECTION AND TESTING AGREEMENT MUST BE SUBMITTED AND APPROVED FOR EACH INSPECTION FIRM THAT WILL BE USED ON THE PROJECT. THE DOCUMENT(S) WILL BE PROVIDED FOR SIGNATURES DURING THE CITY REVIEW PROCESS. CALCULATIONS I REPORTS I DOCUMENTS: GEOTECHNICAL ENGINEERING REPORT PREPARED BY THE RILEY GROUP TOPOGRAPHIC SURVEY PREAPRED BY HARMSEN LLC STORMWATER SITE PLAN PREPARED BY HARMSEN LLC STORM DRAINAGE OPERATIONS & MAINTENACNE MANUAL PREPARED BY HARMSEN LLC CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP) / STORMWATER POLLUTION PREVENTION PLAN (SWPPP) STRUCTURAL CALCULATIONS PREPARED BY SSF VAULT STUCTURAL CALCUALTIONS PREPARED BY SSF FIRE FLOW AVAILABILITY MEMO BY PACE (ENGINEER FOR OLYMPIC VIEW WATER & SEWER DISTRICT) ARBORIST REPORT PREPARED BY TREE SOLUTIONS, INC. TRAFFIC IMPACT ANALYSIS WORKSHEET, TRAFFIC MEMO RERPARED BY KIMLEY HORN PHASE I ENVIRONMENTAL SITE ASSESSMENT PREPARED BY KANE ENVIRONMENTAL INC. (AVAILABLE UPON REQUEST) PROJECT MANUAL - SPECIFICATIONS, VOL 1 & VOL 2 PERMITS 1 APPROVALS: PLN2022-0042 ADMINISTRATIVE DESIGN REVIEW (RESPONSE TO STAFF COMMENTS) COMMERCIAL CLEARING / GRADING PERMIT (CIVIL PERMIT) WATER & SEWER UTILITY CONNECTION REVIEW BY OLYMPIC VIEW WATER & SEWER (L-146, EUC 21-10) SIDE SEWER PERMIT WATER METER PERMIT TREE REMOVAL PERMIT STRUCTURE PERMIT - STORMWATER VAULT FIRE CONNECTION PERMIT RIGHT-OF-WAY CONSTRUCTION PERMIT CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP, WA STATE DEPT. OF ECOLOGY) STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MULTIFAMILY RESIDENTIAL PRIMARY BUILDING PERMITS FOR EACH BUILDING - BUILDING A, B, C & D COMMERCIAL MECHANICAL PERMITS FOR EACH BUILDING - BUILDING A, B, C & D COMMERCIAL PLUMBING PERMITS FOR EACH BUILDING - BUILDING A, B, C & D EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD, VERSION 4.0 RELATED PERMITS 1 APPROVALS: EASEMENT FOR USE AND ACCESS FOR OFFSITE SPORTS COURT (PENDING APPROVAL) WATER & SEWER UTILITY CONNECTION (PENDING APPROVAL FROM OLYMPIC VIEW WATER & SEWER, L-146, EUC 21-10) PLN 2022-0042 ADMINISTRATIVE STAFF DESIGN REVIEW (PENDING APPROVAL) ENVIRONMENTAL CHECKLIST / HIGHWAY 99 PLANNNED ACTION REVIEW CHECKLIST / SEPA DETERMINATION (PENDING APPROVAL) CRA 2021-0104 CRITICAL AREA DETERMINATION PRE 2021-0004 PRE -APPLICATION MEETING DEFFERRED PERMITS I APPROVALS: PRIOR TO FABRICATION AND INSTALLATION, THE FOLLOWING DEFERRED APPROVAL ITEMS MUST BE REVIEWED AND APPROVED BY THE BUILDING OFFICIAL, WA STATE LABOR & INDUSTRIES (L & 1) AND/ OR FIRE AUTHORITY (SOUTH COUNT FIRE/ EDMONDS FIRE MARSHAL). THE CONTRACTOR SHALL SUBMIT THESE BIDDER -DESIGN DEFERRED APPROVAL DOCUMENTS (PLANS AND SPECIFICATIONS) TO THE ARCHITECT AND ENGINEER OF RECORD WHO SHALL REVIEW THEM, RETURN TO GENERAL CONTRACTOR, WHO SHALL THEN FORWARD TO THE BUILDING OFFICIAL, L & I AND/ OR FIRE AUTHORITY WITH A NOTATION INDICATING THAT THE DEFERRED DOCUMENTS HAVE BEEN REVIEWED AND HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN. THE ITEMS DEFERRED SHALL NOT BE INSTALLED UNTIL APPROVED BY THE APPROPRIATE AGENCY OR OFFICIAL. SIGN PERMIT FIRE SPRINKIER SYSTEM PERMIT FOR EACH BUILDING FIRE ALARM SYSTEM PERMIT FOR EACH BUILDING ELECTRICAL / LOW -VOLTAGE PERMITS FOR EACH BUILDING, SITE (WA STATE L&I) DISTRIBUTIVE ANTENNA SYSTEM (DAS) FOR EACH BUILDING -TBD IF REQUIRED SHOP DRAWINGS OFFSITE SPORTS COURT COMMERCIAL CLEARING / GRADING PERMIT (CIVIL PERMIT) DEMOLITION PERMIT FOR RELOCATION OF OFFSITE OFFICE MODULAR (TBD) AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w w w.designsnw.com a r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO 00 0 Ujrn am Cn O Fm u Z z0 LU LLI C� J z LU U) LU LU Cl) LL c, a H O Ja co N LO T W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PROJECT INFO SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 0 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS GENERAL NOTES: 1. THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. REPRODUCTION OR USE OF THESE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. 2. THESE CONTRACT DOCUMENTS ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. 3. CONSTRUCTION OF THIS PROJECT SHALL BE IN COMPLIANCE TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. 4. VERIFY ALL CONDITIONS IN FIELD BEFORE STARTING WORK. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION. GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE/SHE SHALL BE PROCEEDING AT HIS/HER OWN RISK AND EXPENSE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND EACH SUBCONTRACTOR TO REVIEW, UNDERSTAND AND COORDINATE WORK WITH APPLICABLE CODES, ORDINANCES, REGULATIONS, MANUFACTURER'S RECOMMENDATIONS AND ALL CONTRACT DOCUMENTS BEFORE THE INSTALLATION OF THEIR WORK. 6. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR / SUBCONTRACTOR AT HIS/HER OWN EXPENSE AND AT NO EXPENSE TO THE OWNER, ENGINEER OR ARCHITECT. 7. VERIFY FIGURES SHOWN ON THE DRAWINGS BEFORE LAYING OUT THE WORK. REPORT ERRORS AND/OR INACCURACIES IN WRITING TO THE ARCHITECT BEFORE COMMENCING WORK. 8. EACH INSTALLER SHALL BE RESPONSIBLE FORE VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. 9. TAKE EVERY PRECAUTION TO SAFEGUARD PERSONS AND PROPERTY. 10. STORE MATERIALS IN AREA APPROVED BY OWNER. PROTECT ALL BUILDING MATERIALS FROM WEATHER DURING CONSTRUCTION. PROTECT CONSTRUCTION FROM WEATHER AS WORK PROCEEDS. 11. REPAIR ALL DAMAGES CAUSED BY CONSTRUCTION DUE TO THE WORK OF THIS CONTRACT. 12. REMOVE DEBRIS FROM THE BUILDING SITE AS IT ACCUMULATES TO PREVENT UNSAFE CONDITIONS. 13. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF CONSTRUCTION DEBRIS VIA AN APPROVED VENDOR OR FACILITY, ACCORDING TO THE APPROVED SOLID WASTE MANAGEMENT PLAN, AND PER ESDS 6.03 CRITERIA. CONTRACTOR IS ENCOURAGED TO RECYCLE ALL MATERIALS POSSIBLE AND TO USE RECYCLED MATERIALS WHERE SUITABLE. CONTRACTOR SHOULD NOTIFY ARCHITECT OF POTENTIAL RECYCLED MATERIALS WHICH MAY BE APPROPRIATE FOR SUBSTITUTION. ADHERE ESDS 6.03 CRITERIA. 14. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTED TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALL GRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THE APPROPRIATE AUTHORITIES ARE TO BE NOTIFIED BY THE CONTRACTOR. THE FIND SHALL BE LEFT UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST IS MADE. 15. OMISSIONS MADE IN THESE DRAWINGS OR THE MIS -DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 17. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS. 18. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS AS SHOWN AND ACTUAL FIELD MEASUREMENT. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 19. WRITTEN DIMENSIONS SUPERSEDE SCALED DRAWINGS. 20. WRITTEN NOTES SUPERSEDE GRAPHIC DEPICTIONS. 21. ENGINEERING SPECIFICATIONS AND DRAWINGS ARE COMPLIMENTARY. 22. DIMENSIONS GIVEN ARE TO CENTERLINE OF FRAMING, CENTERLINE OF CONCRETE OR MASONRY, CENTERLINE OF STRUCTURAL STEEL, CENTERLINE OF COLUMNS. OR TO CENTER OF OPENING. UNLESS OTHERWISE NOTED. 23. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 24. VERIFY DIMENSIONS OF MANUFACTURED PRODUCTS, EQUIPMENT AND APPLIANCES TO ASSURE COMPATIBILITY WITH THE PLANS. 25. THE PLANS AND SPECIFICATIONS ARE MINIMUMS AND WHERE DETAILS ARE NOT SPECIFICALLY SHOWN, CONSISTENT PRACTICES SHALL BE USED. 26. INSTALL AND APPLY MATERIALS PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS. 27. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED, SHALL BE FIELD -VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION LAYOUT. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, SO DESIGN MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 28. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, WHETHER PUBLICLY OR PRIVATELY OWNED, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 29. SCHEDULE AND RECEIVE APPROVAL FROM GOVERNING JURISDICTION AND THE ENGINEER FOR ALL UTILITY INTERRUPTIONS A MINIMUM OF 1 WEEK (7 DAYS) IN ADVANCE OF NEEDED DATE. 30. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK BETWEEN ALL TRADES. TO ENSURE THAT ALL SYSTEMS ARE INTEGRATED PER THE CONTRACT DOCUMENTS, PER THE DESIGN INTENT, AND DO NOT INTERFERE WITH ADJACENT OR FUTURE WORK. 31. ALL CONTRACTORS TO COORDINATE WITH FOUNDATION AND STEEL STRUCTURE LAYOUT TO ACCOMMODATE MECHANICAL, PLUMBING, FIRE SPRINKLER, FIRE ALARM, LIGHTING, AUDIO/VISUAL/LOW-VOLTAGE AND ELECTRICAL SYSTEMS. 32. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR EQUIPMENT (MECHANICAL, ELECTRICAL, OWNER -SUPPLIED AND OTHER EQUIPMENT), AS WELL AS SHOP DRAWINGS AS REVIEWED BY ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH WORK. 33. CONTRACTOR SHALL VERIFY / ADJUST SIZES AND LOCATIONS OF ALL EQUIPMENT PADS AND BASES, POWER, WATER AND DRAIN INSTALLATION BEFORE PROCEEDING WITH THE WORK. THIS SHALL OCCUR WITH NO ADDITIONAL COST TO OWNER. 34. IDENTIFY ALL MECHANICAL AND AUDIO / VISUAL EQUIPMENT LOCATIONS AND ACCESS AREAS PRIOR TO THE START OF FRAMING. PROVIDE OPENINGS IN FARMING FOR ACCESS AREAS. A PLAN SHOWING THE LOCATION OF ALL ACCESS PANELS AT CEILINGS MUST BE SUBMITTED FOR REVIEW BY ARCHITECT PRIOR TO FRAMING. GENERAL NOTES (CONTINUED): 36. PROVIDE SOLID WOOD BLOCKING AND/OR WOOD BACKING AS NECESSARY TO ACCOMMODATE INSTALLATION OF CURRENT CONTRACT AND FUTURE EQUIPMENT, APPLIANCES, FIXTURES, ACCESSORIES, FURNISHINGS, AND HANDRAILS / GUARDRAILS (AS APPLICABLE). CONTRACTOR TO COORDINATE BLOCKING / BACKING LOCATIONS WITH THE OWNER FOR THESE ITEMS. 37. PROVIDE SOLID WOOD BLOCKING AND/OR WOOD BACKING BEHIND ALL WALL -MOUNTED ACCESSORIES AND MILLWORK AS REQUIRED BY APPLICABLE MANUFACTURER RECOMMENDATIONS, AND AS INDICATED BY ARCHITECT OR ENGINEER DURING SUBMITTAL PROCESS. 38. GRADING PLANS, DRAINAGE IMPROVEMENTS, RIGHT-OF-WAY, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES. 39. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE COMPLETE FALL PROTECTION AND/OR RESTRAINT ANCHORAGE SYSTEMS AS NECESSARY AND REQUIRED TO ACHIEVE WORK OF THIS CONTRACT. SUCH SYSTEM DESIGNS, PERMIT APPROVALS AND INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. SYSTEMS COMMISSIONING - ALL HVAC CONTROL SYSTEMS AND OTHER AUTOMATICALLY CONTROLLED SYSTEMS FOR WHICH ENERGY CONSUMPTION PERFORMANCE, OR MODE OF OPERATION ARE REGULATED BY WAC 51-11-1416 SHALL REQUIRED SYSTEMS COMMISSIONING, PRELIMINARY AND FINAL REPORTS SHALL BE IN ACCORDANCE WITH SECTION 1416.4.2.2, AND PER REQUIREMENTS OF THE CURRENTLY ADOPTED WA STATE ENERGY CODE - COMMERCIAL AND/ OR RESIDENTIAL. 40, CONTRACTOR SHALL MAKE AVAILABLE ON -SITE A COPY OF ALL APPLICABLE CODES, RULES, REGULATIONS, REPORTS, CERTIFICATES, LAND -USE APPROVAL, CONDITIONAL USE PERMIT, PROJECT DESIGN REVIEW, ASSOCIATED PERMITS, ETC. IDENTIFIED AN AS INDICATED WITHIN THE CONTRACT DOCUMENTS. 41. CONTRACTOR SHALL MAKE AVAILABLE TO ALL SUBCONTRACTORS A COPY OF ALL CITY, STATE, LOCAL, COUNTY, FEDERAL, ETC. STANDARD DETAILS, AS IDENTIFIED WITHIN THE CONTRACT DOCUMENTS. 42. PERMIT NO SMOKING ON PROJECT -SITE DURING CONSTRUCTION PER ESDS 7.05A AND AFTER CONSTRUCTION PER ESDS 7.05B CRITERIA. 43. ALL PENETRATIONS OF FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECT BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS LABORATORIES' LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEM. 44. CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO FINAL PLACEMENT OF LIGHT FIXTURES AND DIFFUSERS IN ALL CEILINGS AND WALLS. COORDINATE WITH ELECTRICAL PRIOR TO ACOUSTICAL CEILING GRID INSTALLATION. 45. ALL EXTERIOR WALL AND ROOF OPENINGS, FLASHING, COUNTER -FLASHING, AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF AND WATERTIGHT (PER THE CONTRACT DOCUMENTS). 46. THE ENTIRE BUILDING FACILITY MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE IBC WITH WASHINGTON STATE AMENDMENTS, ICC/ ANSI Al17.1. AND USAF. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE ACCESSIBLE REQUIREMENTS, AND WITH THE ACCESSIBLE STANDARDS AND DETAILS SHOWN ON THE DRAWINGS. 47. DO NOT DRILL THROUGH PRE -MANUFACTURED ROOF TRUSSES. 48. PLUMBING, FIRE SPRINKLER SYSTEM, MECHANICAL, LIGHTING, FIRE ALARM SYSTEM, AUDIO / VISUAL / LOW -VOLTAGE AND ELECTRICAL WORK UNDER SEPARATE PERMITS. CONTRACTOR IS COMPLETELY RESPONSIBLE FOR OBTAINING THESE PERMITS AND COORDINATING THESE DESIGN -BUILD SYSTEMS WITH THE WORK DESCRIBED IN THESE CONTRACT DOCUMENTS. 49. IMPROVEMENTS AND SOURCED MATERIALS TO BE PHOSPHORUS FREE, AND MAY NOT ADD PHOSPHORUS TO THE STORMWATER DURING CONSTRUCTION. SPECIAL INSPECTIONS SPECIAL INSPECTION BY AN APPROVED TESTING LABORATORY REQUIRED ON ALL SITE WELDING, HIGH STRENGTH BOLTING, PILING OPERATIONS, SPRAYED -ON FIREPROOFING, ALL STRUCTURAL MASONRY, (REGARDLESS OF DESIGNED STRENGTHS) AND STRUCTURAL CONCRETE. REFER TO STRUCTURAL AND CIVIL. A FINAL SIGNED REPORT STATING THE WORK REQUIRING SPECIAL INSPECTION WAS THE BEST OF LAB'S KNOWLEDGE IN CONFORMATION WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE PROVISIONS OF THE INTERNATIONAL BUILDING CODE WILL BE OBTAINED FROM THE TESTING LAB AND SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION AND OCCUPANCY. INDIVIDUAL INSPECTORS SHALL BE CERTIFIED BY WABO FOR THE SPECIFIC TYPE OF INSPECTION THEY WILL COMPLETE. DEMOLITION NOTES: 1. DEMOLITION INFORMATION IS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE EXISTING SITE AND BUILDING, AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. ALL HAZARDOUS MATERIALS SHALL BE REMOVED BY A LICENSED ABATEMENT CONTRACTOR, PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THE MATERIAL. 3. THE CONTRACTOR SHALL NOT DAMAGE THE STRUCTURAL INTEGRITY OR ANY PORTION OF THE ADJACENT EXISTING BUILDINGS AT ANY TIME DURING CONSTRUCTION. 4. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER. 5. THE CONTRACTOR SHALL REPAIR AND/ OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE SALVAGED AND RELOCATED. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL ITEMS DEMOLISHED, VIA AN APPROVED VENDOR OR FACILITY, ACCORDING TO THE APPROVED SOLID WASTE MANAGEMENT PLAN, AND PER ESDS 6.03 CRITERIA. HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.desijnsnw om r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj a O z 12 Uj LU C� J Z LU LU LU Lim 10� VQ= H O Ja co N Lo Uj Q N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE #7 Date Description 2 01-25-2023 IPERMITRESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WWANIMANIV-11 CODE, LIFE SAFETY & PERMIT NOTES SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 ■ (CONTINUES) CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS BUILDING CODE INFORMATION JURISDICTION CITY OF EDMONDS APPLICABLE CODES & STANDARDS GENERAL BUILDING INFORMATION PER GOVERNING CODES ON SHEET T1.0 PER PROJECT DESCRIPTION ON SHEET T1.0 CONSTRUCT 4 THREE-STORY MULTIFAMILY BUILDINGS WITH 52 LOW-INCOME APARTMENTS, SUPPORTIVE SERVICES AND AMENITY SPACES TOTALING 43,619 GROSS SF BUILDING SPACE; WITH 38,857 GROSS SF RESIDENTIAL (R-2 OCCUPANCY) OF 7 ONE -BEDROOM (MAX. 576 SF), 32 TWO -BEDROOM (MAX. 735 SF), AND 13 THREE -BEDROOM (MAX. 924 SF) UNITS; AND 4,762 GROSS SF BUSINESS (B OCCUPANCY) & STORAGE (S-2 OCCUPANCY) COMPRISED OF STAFF OFFICES, HEALTH CONSULTATION, COMMUNITY AND MULTIPURPOSE ROOMS AND COMMUNITY PANTRY. BUILDINGS CONFIGURED AROUND RESIDENT COURTYARD, LEVEL 1 UNIT DOORS ACCESSED FROM COURTYARD, WITH LEVELS 2 & 3 UNITS ACCESSED VIA REMOTE EXTERIOR EXIT STAIRWAYS AND EGRESS BALCONIES. TYPE V-B CONSTRUCTION, S (SPRINKLERS) MIXED -OCCUPANCY, MULTISTORY, NON -SEPARATED OCCUPANCIES, AGGREGATE BUILDING (FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE): LEVEL 1 - BUILDING A PORTION - B & S-2 OCCUPANCIES; BUILDING B PORTION - R-2 & S-2 OCCUPANCIES; BUILDING C PORTION - R-2 & S-2 OCCUPANCIES; & BUILDING D PORTION - R-2 & S-2 OCCUPANCIES LEVEL 2 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY LEVEL 3 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY NFPA 13 MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM NFPA 72 ADDRESSABLE AND MONITORED FIRE ALARM SYSTEM, SMOKE DETECTION / ALARM, CARBON MONOXIDE DETECTION / ALARM TOTAL OCCUPANT LOAD 365 (ROUNDED UP, REFER TO OCCUPANCY LOAD CALCULATION AND EGRESS PLANS) B OCCUPANTS 102 S-2 OCCUPANTS 17 R-2 OCCUPANTS 246 TOTAL OCCUPANTS 365 (INCLUDES USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) SEE STRUCTURAL FOR RISK CATEGORY, DESIGN LOADS, SNOW LOADS AND WIND LOADS. BUILDING AREA SUMMARY REFER TO 2018 IBC - GROSS FLOOR AREA, 2018 IFC - FIRE AREA CHART ON SHEET T1.3 GROSS FLOOR AREA (PORTIONS OF AGGREGATE, EXCLUDES USABLE EXTERIOR AREAS UNDER PROJECTION/ ROOF ABOVE): LEVEL1 LEVEL2 LEVEL3 TOTAL BUILDING A 3,953 SF 3,965 SF 3,962 SF 11,880 SF BUILDING B 2,798 SF 2,810 SF 2,808 SF 8,416 SF BUILDING C 3,645 SF 3,078 SF 3,078 SF 9,801 SF BUILDING D 4,500 SF 4,511 SF 4,511 SF 13,522 SF TOTAL 14,896 SF 14,364 SF 14,359 SF 43,619 SF GROSS BUILDING AREA AGGREGATE GROSS BUILDING AREA BY LEVEL (AGGREGATE BUILDING A, B, C & D): LEVEL 1 TOTAL 17,058 SF(INCLUDES USABLE EXTERIOR AREA UNDER PROJECTION/ ROOF ABOVE) LEVEL 2 TOTAL 16,546 SF(INCLUDES USABLE EXTERIOR AREA UNDER PROJECTION/ ROOF ABOVE) LEVEL 3 TOTAL 16,189 SF(INCLUDES USABLE EXTERIOR AREA UNDER PROJECTION/ ROOF ABOVE) USABLE EXTERIOR AREA WITH PROJECTION ABOVE OR WITH ROOF ABOVE SUBTOTAL: 6,174 SF (LEVELS 1, 2, 3, EGRESS BALCONY & EXTERIOR EXIT STAIR NOT INCLUDED IN GROSS FLOOR AREA / GROSS BUILDING AREA) FIRE -FLOW CALCULATION AREA, IFC TABLE B105.1(2): 49,793 SF CH. 3 OCCUPANCY CLASSIFICATIONS & USE REFER TO 2018 IBC -CH. 3 OCCUPANCY & CH. 10 OCCUPANT LOAD CHART ON SHEET T1.3 GROUP R (RESIDENTIAL) R-2 OCCUPANCY BUILDING A PORTION - LEVELS 2 & 3 BUILDING B PORTION - LEVELS 1, 2 & 3 BUILDING C PORTION - LEVELS 1, 2 & 3 AA BUILDING D PORTION - LEVELS 1, 2 & 3 AA C122 LAUNDRY INCIDENTAL TO R-2 GROUP B (BUSINESS) B OCCUPANCY ** A BUILDING A PORTION - LEVEL 1 NON -SEPARATED OCCUPANCY ** B SMALL ASSEMBLY A101 COMMUNITY, All MULTIPURPOSE (SECTION 303.1.2.1 & 2 EACH <50 OCCUPANTS & <750 SF, CLASSIFY AS B OCCUPANCY) (SECTION 508.2 N/A, NOT REQUIRED TO BE < 10% OF AREA OF STORY) A B ACCESSORY STORAGE A104 SECURE FILE, Al 10 STORAGE, A114 STORAGE, A123 STORAGE (SECTION 311.1.1 STORAGE ACCESSORY CONSIDERED SAME AS PRIMARY USE B OCCUPANCY, NO LIMIT TO PORTION OF FLOOR AREA) GROUP S (STORAGE) S-2 OCCUPANCY BUILDING A, B, C & D- LEVEL 1 PORTIONS, NON -SEPARATED OCCUPANCY A120 COMMUNITY PANTRY, A121 PACKAGES, MAINTENANCE C123, ELEC - MECH / HPWH / ELEC - FIRE RISER ROOMS. BUILDING B & D - LEVEL 1 PORTIONS, EXTERIOR BIKE ALCOVES CH. 4 SPECIAL REQUIREMENTS SECTION 420 R-2 OCCUPANCIES: SECTION 420.2 1-HR FIRE PARTITION WALLS PER 708 -SEPARATE DWELLING UNITS IN SAME BUILDING OR OTHER CONTIGUOUS OCCUPANCY, 1-HR. PER 708.3, COMPLIES (708.4.1 EXCEPTION - SUPPORTING CONSTRUCTION RATING WAIVED WHERE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION) SECTION 420.3 1-HR. HORIZONTAL FLOOR ASSEMBLY PER 711 - SEPARATE DWELLING UNITS IN SAME BUILDING OR OTHER CONGIGUOUS OCCUPANCY, 1-HR PER 711.2.4.3, COMPLIES (711.2.3 EXCEPTION 2 - SUPPORTING CONSTRUCTION RATING WAIVED WHERE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION) AUTOMATIC SPRINKLER SYSTEM PER 903.2.8 IN GROUP R OCCUPANCIES (SECTION 420.4) FIRE ALARM & SMOKE ALARM SYSTEMS PER 907.2.9 & 907.2.10 REQUIRED IN R-2 OCCPANCIES (SECTION 420.5) ELECTRIC VEHICLE CHARGING INFRASTRUCTURE REQUIRED FOR B & R-2 OCCUPANCIES (SECTION 429) 5% OF PARKING SPACES, 50 SPACES, 3 EV CHARGING INFRASCTURE REQURIED (1 ACCESSIBLE) (429.4.1) 5 EV CHARGING STATIONS INSTALLED (INCLUDING AT ACCESSIBLE VAN PARKING) - COMPLIES -OR- (429.4.2) 5 FUTURE EV INFRASTUTURE - SERVICE CAPACITY, FUTURE METERS / PANEL CAPACITY, RACEWAYS CH. 5 ALLOWABLE BUILDING HEIGHTS AND AREA CALCULATIONS FOUR BUILDINGS ON SAME LOT MAY BE PORTIONS OF ONE AGGREGATE BUILDING (SECTION 503.1.2) HEIGHT, STORIES, AGGREGATE AREA OF THE BUILDINGS ARE WITHIN LIMITATIONS OF SECTION 504 & 506 EXTERIOR WALLS & OPENING PROTECTION FACING EACHOTHER - N/A FACING WALLS TO MEET EXTERIOR BEARING WALL REQUIREMENTS PER TABLE 601 (SEE BELOW) ALLOWABLE HEIGHT (TABLE 504.3) PER STORY, TYPE V-B: GROUP B, S 60' GROUP S-2, S 60' GROUP R-2, S 60' ALLOWABLE STORIES (TABLE 504.4), TYPE V-B: GROUP B, S 3 STORIES GROUP S-2, S 3 STORIES GROUP R-2, S 3 STORIES TABULAR ALLOWABLE AREA FACTOR (TABLE 506.2) PER STORY, TYPE V-B: GROUP B, SM 27,000 GROUP S-2, SM 40,500 GROUP R-2, SM 21,000 ALLOWABLE AREA OF AGGREGATE BUILDING - TYPE V-B, S, 3 STORIES, MIXED OCCUPANCY, NON -SEPARATED OCCUPANCIES LEVELS 1, 2 & 3, B, S-2 &R-2 NON -SEPARATED OCCUPANCIES (AGGREGATE BUILDING) B ALLOWABLE AREA, MIXED -OCCUPANCY, MULTISTORY (SECTION 506.2.4) Aa = [At + (NS x If)] (EQUATION 5-3) SM TABULAR AREA (At) PER STORY = 27,000 SF NS TABULAR AREA (NS) PER STORY = 9,000 SF FRONTAGE AREA FACTOR INCREASE (If) = 0.75 (SEE EQUATION 5-5 BELOW) TOTAL ALLOWABLE AREA (Aa) PER STORY = [27,000 + (9,000 X 0.75)] = 33,750 SF LEVEL 1, B TOTAL FLOOR AREA = 3,982 SF (COMPLIES, R-2 MOST RESTRICTIVE) S-2 ALLOWABLE AREA, MIXED -OCCUPANCY, MULTISTORY (SECTION 506.2.4) Aa = [At + (NS x If)] (EQUATION 5-3) SM TABULAR AREA (At) PER STORY = 40,500 SF NS TABULAR AREA (NS) PER STORY = 5,000 SF FRONTAGE AREA FACTOR INCREASE (If) = 0.75 (SEE EQUATION 5-5 BELOW) TOTAL ALLOWABLE AREA (Aa) PER STORY = [40,500 + (5,000 X 0.75)] = 44,250 SF LEVEL 1, S-2 TOTAL FLOOR AREA = 1,588 SF (COMPLIES, R-2 MOST RESTRICTIVE) R-2 ALLOWABLE AREA, MIXED -OCCUPANCY, MULTISTORY (SECTION 506.2.4) Aa = [At + (NS x If)] (EQUATION 5-3) SM TABULAR AREA (At) PER STORY = 21,000 SF NS TABULAR AREA (NS) PER STORY = 7,000 SF FRONTAGE AREA FACTOR INCREASE (If) = 0.75 (SEE EQUATION 5-5 BELOW) TOTAL ALLOWABLE AREA (Aa) PER STORY = [21,000 + (7,000 X 0.75)] = 26,250 SF LEVEL 1, R-2 TOTAL FLOOR AREA 11,488 SF (COMPLIES) LEVEL 2, R-2 TOTAL FLOOR AREA 16,546 SF (COMPLIES) LEVEL 3, R-2 TOTAL FLOOR AREA 16,189 SF (COMPLIES) FRONTAGE AREA FACTOR INCREASE % (SECTION 506.3) If = [F/P - 0.25] x (W / 30) (EQUATION 5-5) (APPLIED TO AGGREGATE BUILDING) BUILDING PERIMETER FRONTS PUBLIC WAY/ OPEN SPACE >/= 20' (F) = 700.5' PERIMETER OF ENTIRE BUILDING (P) = 700.5' WIDTH (WEIGHTED AVE.) PUBLIC WAY/ OPEN SPACE (W) = 30' (> 30' ALL SIDES, FRONTAGE OR OPEN SPACE) TOTAL FRONTAGE AREA FACTOR INCREASE PER STORY (If) = [700.5' / 700.5'- 0.251 x 30 / 30 = 0.75 MIXED USE (SECTION 508.1) PORTIONS OF AGGREGATE BUILDINGS MAY BE ACCESSORY AND/OR NON -SEPARATED MIXED OCCUPANCY ACCESSORY OCCUPANCY (SECTION 508.2) SEE CH. 3 OCCUPANCY & CH. 10 OCCUPANT LOAD ON SHEET T1.3 ACCESSORY TO R-2 <10% BLDG B, C & D, LEVEL 1, LAUNDRY C122 COMPLIES SEPARATED OCCUANCIES FIRE RESISTANCE RATING (TABLE 508.4): N/A SINCE NON -SEPARATED OCCUPANCIES SEPARATED MIXED OCCUPANCY RATIO (SECTION 508.4.2): N/A SINCE NON -SEPARATED OCCUPANCIES R-2 INCIDENTAL USE (TABLE 509) SEE 2018 IBC - OCCUPANT LOAD TABULATION, ALLOWED INCIDENTAL NOTE INCIDENTAL TO R-2 C122 LAUNDRY <10% BLDG B, C & D LEVEL 1, WITH SPRINKLER PROTECTION *, COMPLIES * CONSTRUCTION TO RESIST PASSAGE OF SMOKE CH. 6 TYPES OF CONSTRUCTION CONSTRUCTION TYPE V-B, S (AGGREGATE) BUILDING ELEMENTS & EXTERIOR WALLS - 0 HR. BASED ON FSD N/A, TYPE V-B S, & OCCUPANCY FIRE -RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601) & EXTERIOR WALLS (TABLE 602): PRIMARY STRUCTURAL FRAME 0 HR (AND MEETS SECTION 704.10) EXTERIOR BEARING WALLS (TYPE V-B, B & R-2 OCCUPANCY) AND MEETS TABLE 602 FSD & SECTION 704.10 FSD < 5' 1 HR* EXEMPT (AGGREGATE) 5' </= FSD < 10' 1 HR * EXEMPT (AGGREGATE) 10' </= FSD < 30' 0 HR 30' </= FSD 0 HR INTERIOR BEARING WALLS 0 HR NONBEARING EXTERIOR WALLS / PARTITIONS (TYPE V-B, B & R-2 OCCUPANCY) AND MEET TABLE 602 FSD FSD < 5' 1 HR* EXEMPT (AGGREGATE) 5' </= FSD < 10' 1 HR * EXEMPT (AGGREGATE) 10' </= FSD < 30' 0 HR 30' </= FSD 0 HR CH. 6 TYPES OF CONSTRUCTION (CONTINUED) (CONTINUED) FIRE -RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601) & EXTERIOR WALLS (TABLE 602): NONBEARING INTERIOR WALLS / PARTITIONS 0 HR FLOOR CONSTRUCTION / SECONDARY 0 HR ROOF CONSTRUCTION / SECONDARY 0 HR * FOUR BUILDINGS ON SAME LOT MAY BE PORTIONS OF ONE AGGREGATE BUILDING (SECTION 503.1.2) SECTION 705.3 EXCEPTION 1 EXEMPT FROM 'ASSUMED IMAGINARY LINE' BETWEEN FACING WALLS TO MEET EXTERIOR BEARING WALL REQUIREMENTS, SINCE MOST RESTRICTIVE OCCUPANCY IS R-2 AND AGGREGATE BUILDING COMPLIES. (EXEMPT FROM 705.5 FIRE RESISTANCE RATINGS AT EXTERIOR WALLS) (EXEMPT FROM 705.8 PROTECTED OPENINGS) (EXEMPT FROM 705.11 EXTERIOR WALLS PARAPETS) CH. 7 FIRE AND SMOKE PROTECTION EXTERIOR WALLS & PROJECTIONS (SECTION 705.2) ROOF AND EAVE OVERHANGS, EXTERIOR BALCONIES N/A PER 705.2 EXCEPTION 1 EXTERIOR EGRESS BALCONIES, EXTERIOR EXIT STAIRWAYS N/A PER 705.2 EXCEPTION 1 PROJECTIONS NOT EXTEND CLOSER TO FSD LINE PER TABLE 705.2 N/A PER 705.2 EXCEPTION 1 (EXCEPTION 1 - BUILDINGS ON SAME LOT & CONSIDERED PORTIONS OF 1 BUILDING NOT REQUIRED TO COMPLY WITH 705.2) EXTERIOR WALLS - BUILDINGS ON SAME LOT (SECTION 705.3) WALL AND OPENING PROTECTION, PROJECTIONS AND ROOF -COVERING N/A PER 705.3 EXCEPTION 1 EXCEPTION 1 -4 BUILDINGS ON SAME LOT, CONSIDERED PORTIONS OF 1 AGGREGATE BUILDING, AGGREGATE AREA PER STORY TYPE V-B OF MOST RESTRICTIVE OCCUPANCY R-2 SINGLE BUILDING ALLOWABLE AREA LIMIT IS 26,250 SF AGGREGATE AREA AT EACH STORY PROPOSED IS < 26,250 SF (COMPLIES) EXTERIOR WALLS UNEXPOSED SURFACE TEMPERATURE (SECTION 705.7) PROTECTED OPENINGS NOT REQUIRED, NOT LIMITED RISE OF TEMPERATURE ON UNEXPOSED SURFACE IS N/A OPENINGS (SECTION 705.8, TABLE 705.8) N/A PER 705.8.1, EXCEPTION 2 - 0 HR FOR EXTERIOR BEARING/ NONBEARING/ PRIMARY STRUCTURAL FRAME OPENING PROTECTION BASED ON FSD LINE BETWEEN AGGREGATE BUILDINGS (TABLE 705.8) EXEMPT PER * ABOVE (AGGREGATE) FSD 3' </= FSD < 5" 15% UNPROTECTED, SPRINKLERED 903.3.1.1 * EXEMPT (AGGREGATE) FSD 5' </= FSD < 10' 25% UNPROTECTED, SPRINKLERED 903.3.1.1 * EXEMPT (AGGREGATE) FSD 10' </= FSD < 15' 45% UNPROTECTED, SPRINKLERED 903.3.1.1 * EXEMPT (AGGREGATE) FSD 15' </= FSD < 20' 75% UNPROTECTED, SPIRNKLERED 903.3.1.1 * EXEMPT (AGGREGATE) VERTICAL SEPARATION OF OPENINGS IN ADJACENT STORIES (SECTION 705.8.5) NOT REQUIRED EXCEPTION 1 - N/A TO BUILDINGS </= 3 STORIES (COMPLIES) EXCEPTION 2 - N/A TO BUILDINGS WITH AUTOMATIC SPNBIRKLER SYSTEMS (COMPILES) CH. 7 FIRE AND SMOKE PROTECTION (CONTINUED) VERTICAL EXPOSURE OF OPENINGS (SECTION 705.8.6) NOT REQUIRED EXCEPTION 2 - N/A TO BUILDINGS ON SAME LOT AND PORTIONS OF 1 BUILDING PER 705.3 PARAPETS (SECTION 705.11) NOT REQUIRED, DEPENDENT ON EXTERIOR WALL BEING FIRE RATED PER 705.5 IN RELATION TO FSD (SECTION 705.3, EXEMPTION 1 - AGGREGATE BUILDINGS ON SAME LOT) N/A SINCE EXCEPTION 1 APPLIES - 0 HR EXTERIOR WALLS DUE TO FSD, SEE TABLE 602 NOTES ABOVE FIRE WALLS (SECTION 706) N/A FIRE BARRIERS (SECTION 707) FIRE AREAS (SECTION 707.3.10) N/A, AGGREGATE BUILDINGS, 1 FIRE AREA FIRE BARRIERS NOT REQUIRED SINCE NON -SEPARATED MIXED USE / TYPE VB CONSTRUCTION, AND SINCE SUPPORTING CONSTRUCTION NOT RATED PER 711.2.3 EXCEPTION 2 FIRE PARTITIONS (SECTION 708) 1-HR. RATED FIRE PARTITIONS (708.3), BETWEEN R-2 DWELLING UNITS; & BETWEEN B / S-2 & R-2 DWELLING UNITS; MIN. STC 50 (PER 420.2) (708.4.1 EXCEPTION - SUPPORTING CONSTRUCTION RATING WAIVED WHERE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION) 0-HR. RATED AT CORRIDORS OF B >30 OCCUPANTS DUE TO SPRINKLERS (SECTIONS 1020.1, 708.1.3) 0-HR RATED AT EGRESS BALCONIES (SECTION 708.1.5) - N/A 1 HR WALL SEPARATION/ OPENING PROTECTIION FROM INTERIOR (PER EXCEPTION 1021.2 DUE TO 2 REMOTE STAIRWAYS) FIRE PARTITION / CONTINUITY (708.4) - EXTEND & SECURED FROM T.O. FOUNDTION OR FLOOR/CEILING BELOW, TO UNDERSIDE OF FLOOR OR ROOF SHEATHING ABOVE FIRE PARTITION / SUPPORTING CONSTRUCTION (SECTION 708.4.1) EXCEPTION APPLIES, SUPPORTING CONSTRUCTION RATING WAIVED SINCE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION FIREBLOCKS, DRAFTSTOPS (SECTION 708.4.2) FIREBLOCKING REQUIRED PER 718.2.1 DRAFTSTOPPING REQUIRED PER 718.3.1 AND 718.4.1 (SEE BELOW) EXCEPTION 4 R-2 </= 4 STORIES AND </= 60' HEIGHT, ATTIC SPACE TO BE SUBDIVIDED (MAX. 3,000 SF) BY DRAFTSTOPS OR ABOVE EVERY 2 DWELLING UNITS (WHICHEVER IS SMALLER) OPENINGS (SECTION 708.6) PROTECTED PER 716 PENETRATIONS (SECTION 708.7) COMPLY WITH 714 JOINTS (SECTION 708.8) COMPLY WITH 715 DUCTS, AIR TRANSFER OPENINGS (SECTION 708.9) COMPLY WITH 717 HORIZONTAL ASSEMBLIES (SECTION 711.2) 1-HR. RATED HORIZONTAL FLOOR ASSEMBLY (711.2.4.3) BETWEEN R-2 DWELLING UNITS & BETWEEN B / S-2 & R-2 DWELLING UNITS; MIN. IIC & STC 50 (711.2.3 EXCEPTION 2 - SUPPORTING CONSTRUCTION RATING WAIVED WHERE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION) HORIZ. ASSEMBLY SUPPORTING CONSTRUCTION (711.2.3) EXCEPTIONS APPLY, SUPPORTING CONSTRUCTION RATING WAIVED SINCE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION EXCEPTION 1 - NOT REQUIRED IF TYPE VB & SEPARATING INCIDENTAL (1-HR. RATING), COMPLIES EXCEPTION 2 - NOT REQUIRED IF TYPE VB & SEPARATING DWELLING UNITS PER 420.3, COMPLIES VERTICAL OPENINGS PER SECTION 712 SHAFT ENCLOSURES PER SECTION 713 PENETRATIONS PER SECTION 714 FIRE-RESISTANT JOINT SYSTEMS PER SECTION 715 OPENING PROTECTIVES PER SECTION 716, N/A DUCTS / AIR TRANSFER OPENINGS PER SECTION 717 CH. 7 FIRE AND SMOKE PROTECTION (CONTINUED) CONCEALED SPACES (SECTION 718) FIBEBLOCKING (718.2) INSTALL TO CUT OFF CONCEALED DRAFT OPENINGS (VERTICAL / HORIZONTAL) TO FORM AN EFFECTIVE BARRIER BETWEEN FLOORS BETWEEN TOP STORY AND A ROOF OR ATTIC AND LOCATIONS PER 718.2.2 - 718.2.7 (CONCEALED WALL SPACES, CONNECTIONS, STAIRWAYS, CEILING / FLOOR OPENINGS, EXTERIOR WALL COVERINGS, CONCEALED SLEEPER SPACES. FLOOR DRAFTSTOPPING (718.3) INSTALL TO SUBDIVIDE FLOOR / CEILING ASSEMBLIES WHERE REQUIRED BY 708.4.2 IN OTHER THAN GROUP R, INSTALL TO SUBDIVIDE COMBUSTIBLE FLOOR / CEILING ASSEMBLIES (HORIZONTAL FLOOR AREA 1,000 SF MAX.). * * EXCEPTION - N/A IF BUILDINGS EQUIPPED THROGHOUT WITH AUTOMATIC SPRINKERS PER SECTION 903.3.1.1, COMPLIES. ATTIC DRAFTSTOPPING (718.4) INSTALL TO SUBDIVIDE ATTIC SPACES PER SECTION 708.4.2. OTHER THAN GROUP R, INSTALL TO SUBDIVIDE COMBUSTIBLE ATTIC / CONCEALED ROOF SPACES WHERE HORIZONTAL AREA MAX. 3,000 SF. VENTILATION OF ROOF SPACES PER SECTION 1202.2.1. * EXCEPTION - N/A IF BUILDINGS EQUIPPED THROGHOUT WITH AUTOMATIC SPRINKERS PER SECTION 903.3.1.1, CONTRACTOR TO PROVIDE DRAFT STOPS IN ATTICS PER ROOF PLANS. CH. 9 FIRE PROTECTION, 2018 IFC FIRE FLOW PER 2018 IFC APPENDIX B (ECDC 19.25.00 SPECIFICALLY ADOPTS 2018 IFC APPENDIX B, AND WAC 51-54A-003 INTERNATIONAL FIRE CODE ALLOWS PROVISIONS IN THE APPENDICES TO APPLY IF SPECIFICALLY ADOPTED) TYPE V-B, S FIRE -FLOW CALCULATION AREA, IFC TABLE B105.1(2): 49,793 SF (TOTAL GROSS BUILDING AREA AND USABLE EXTERIOR AREAS WITH PROJECTION/ ROOF ABOVE) TABLE B105.1(2) 6,000 GPM (MEASURED AT 20 PSI RESIDUAL PRESSURE) FIRE FLOW, 4 HR DURATION. TABLE B105.2 WITH IFC SECTION 903.3.1.1 (NFPA 13) AUTOMATIC SPRINKLER SYSTEM, MIN. FIRE FLOW 25% OF THE VALUE IN TABLE B105.1(2) 25% OF 6,000 GPM = 1,500 GPM FIRE FLOW, 4 HR DURATION AT 20 PSI RESIDUAL PRESSURE * ECDC 19.25.060 PRIVATE HYDRANTS - 3 ONSITE PRIVATE HYDRANTS VIA LOOPED MAIN, PROVIDED ON 3 SIDES OF COMPLEX OF BUILDINGS, REMAINING SIDE FACES PUBLIC R/W WITH OTHER HYDRANTS NEARBY SPRINKLER RISER ROOMS (SECTION 902) CLEARANCES AROUND SPRINKLER SYSTEM EQUIPMENT, ACCESS DOORS AND SIGANGE, HEATING AND LIGHTING PROVIDED, COMPLIES FIRE SPRINKLER SYSTEMS (903) PROVIDE NFPA 13 MONITORED AUTOMATIC FIRE SPINKLER SYSTEM: PROVIDE THROUGHOUT ENTIRE AGGREGATE BUILDING, INSTALLED PER SECTION 903.3.1.1 (NFPA 13) THROUGHOUT GROUP R FIRE AREA PER SECTION 903.3 (SECTION 903.2.8) QUICK RESPONSE / RESIDENTIAL SPRINKLERS REQUIRED IN DWELLING UNITS (SECTION 903.3.2.3, 903.3.2.4) PROVIDE AT PROJECTIONS PER SOUTH COUNTY FIRE STANDARDS ON SHEET T1.6. PROVIDE DURING CONSTRUCTION PER IFC CH. 33 (SECTION 903.2.12) & SOUTH COUNTY FIRE STANDARDS ON SHEET T1.6 NEoo 13 a (SECTION om 2) NOT APPLICABLE (DUE TO EACH AGGREGATE STORY > 7,000 SF PER TABLE 506.2) STANDPIPE SYSTEMS NFPA 14 N/A DUE TO R-2, 3 STORIES, LEVEL 3 FF < 30' (SECTION 905.3) FIRE EXTINGUISHERS NFPA 10 REQUIRED AT B & R-2 (SECTION 906), SEE FLOOR PLANS PORTABLE FIRE EXTINGUISHER, 5 LB., UL RATED 2-A:10-B:C UNITS, MOUNTED 48" AFF, MAX. 75' TRAVEL DISTANCE FIRE ALARM DETECTION SYSTEMS NFPA 72 ADDRESSABLE & MONITORED FIRE ALARM SYSTEM (SECTION 907), PER ELECTRICAL PLANS SMOKE ALARM SYSTEMS NFPA 72, PER ELECTRICAL PLANS FIRE PUMPS NFPA 20, SECTION 902, N/A (2 HR FIRE BARRIER WALLS - N/A, 2 HR HORIZONTAL ASSEMBLY - N/A) FIRE DEPARTMENT CONNECTION (FDC) PER SECTION 912 & SOUTH COUNTY FIRE STANDARDS, PER CIVIL PLANS CARBON MONOXIDE (CO) DETECTION & ALARMS NFPA 72, PER ELECTRICAL PLANS AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 1'.0. 11- 1-70 10031 SR 532, Suitc B Stu 1110d, WA 98292 ��ex.dcsinsn w.cum air c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO 00 O Ujrn am Cn O Fm u Z z0 W LLI C� J z LU U) Fm LU LU Cl) LL V2 a H OJaM N LO W a 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date I Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: IBC CODE NOTES SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 2A ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CH. 10 EGRESS REFER TO 2018 IBC - CH. 3 OCCUPANCY & CH. 10 OCCUPANT LOAD CHART ON SHEET T1.3 REFER TO EGRES PLANS ON SHEET T1.4 & T1.5 OCCUPANT LOAD FROM SEPARAT STORIES NOT ADDITIVE (SECTION 1004.2.3) COMPLIES, SEE EGRESS PLANS SHEETS T1.4 & T1.5 TOTAL OCCUPANT LOAD PER TABLE 1004.5 (ROUNDED UP, INCLUDES USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) B OCCUPANTS 102 (ADJUSTED) S-2 OCCUPANTS 17 (ADJUSTED) R-2 OCCUPANTS 246 (INCLUDES ALL LEVELS, ADJUSTED) TOTAL OCCUPANTS 365 (INCLUDES ALL LEVELS, ADJUSTED) - - - - NOTE: EGRESS OCCUPANT LOAD OF 276 USED AT LEVEL OF EXIT DISCHARGE (LEVEL 1 + LEVEL 2), SEE SHEETS T1.4-T1.5 STAIRWAY WIDTH (SECTION 1005.3.1) COMPLIES, MAX. 28 OCCUR / STORY (AT BLDG. D LEVEL 2) X 0.3" = 8.4", 36" MIN. PROVIDED COURT WIDTH / EXIT DISCHARGE (SECTION 1005.3.2) COMPLIES, 276 OCCUPANTS OF AGGREGATE X 0.2" = 55.2" MIN. (TWO 44" WIDE SEPARATED WALKS / EGRESS PATHS PROVIDED AT MAIN COURT) SPACES WITH ONE EXIT (TABLE 1006.2.1) COMPLIES, A101 COMMUNITY & Al 11 MULTIPURPOSE <50 OCCUPANTS EACH, B OCCUPANCYSMALL ASSEMBLY (COURTESY EXTERIOR EXIT DOORS AT LEVEL OF EXIT DISCHARGE PROVIDED FOR EACH SMALL ASSEMBLY ROOM) R-2 UNITS COMPLY, < 20 OCCUPANTS EACH, MAX. COMMON PATH <125' W/ SPRINKLERS MIN. EXITS OR EXIT ACCESS PER STORY (TALBE 1006.3.2) COMPLIES, 2 EXIT ACCESS PROVIDED EA. STORY & < 500 OCCUPANTS STORIES WITH ONE EXIT/ EXIT ACCESS FOR R-2 (TABLE 1006.3.3(1)) COMPLIES, 2 REMOTE EXTERIOR EXIT STAIRWAYS PROVIDED AT EACH LEVEL OF EACH EGRESS BALCONY STORIES W/ ONE EXIT / EXIT ACCESS WHEN NOT R-2 (TABLE 1006.3.3(2)) B / S-2 COMPLIES, > 2 EXITS PROVIDED TWO EXITS (SECTION 1007.1.1) COMPLIES, EXCEPTION 2 -1/3 OF DIAGONAL AGGREGATE BUILDING, REMOTE EGRESS PROVIDED, SEE EGRESS PLANS ON SHEETS T1.4-T1.5 REMOTENESS (SECTION 1007.1.3) EXTERIOR EXIT STAIRWAYS COMPLY, BUILDING A LEVEL 1 EXITS COMPLY, SEE EGRESS PLANS ON SHEETS T1.4-T1.5 ILLUMINATION (SECTION 1008) COMPLIES, SEE ELECTRCIAL PLANS ACCESSIBLE EGRESS (SECTION 1009) 44" ACCESSIBLE EGRESS PROVIDED AT LEVEL 1 EXTERIOR EXIT STAIRWAYS NOT ACCESSIBLE (SECTION 1009.3 N/A) DIRECTIONAL SIGNAGE (SECTION 1009.10) N/A, LEVEL 1 EXITS ARE ACCESSIBLE DOORS (SETION 1010.1.1) COMPLIES, MIN. CLEAR OPENING WIDTH 32", MIN. HEIGHT 80", HARDWARE PER 1010 & ANSI A117.1 STAIRWAYS (SECTION 1011) COMPLIES, MIN. STAIRWAY WIDTHS BETWEEN HANDRAILS IS 36" CLEAR EXCEPTION 1 - STAIRWAY 36" MIN. IF < 50 OCCUPANT LOAD (COMPLIES SINCE BLDG. D PORTION LEVEL 2 IS 28 OCCUPANTS, PER 1004.2.3 OCCUPANT LOAD FROM SEPARAT STORIES NOT ADDITIVE) RISE MIN. 4", RISE MAX. 7", MIN. TREAD 11" (DIMENSIONLLY UNIFORM) COMPLIES, MAX. VERTICAL RISE BETWEEN LANDINGS 12' LANDINGS MIN. 36" CLEAR WIDTH, LENGTH MIN. WIDTH OF STAIR, COMPLIES HEADROOM MIN. 80" CLEAR, COMPLIES OPENING LIMITS - NOT PERMIT PASSAGE OF 4" DIAMTER SPHERE, COMPLIES EXIT SIGNS (SECTION 1013) COMPLIES, SEE RCPS AND ELECTRICAL PLANS HANDRAILS (SECTION 1014) COMPLIES, STRUCTURAL LOADS PER 1607.8 (SEE GUARDS) GUARDS (SECTION 1015) COMPLIES, REQUIRED WHERE ADJACENT SURFACE > 30" VERTICAL RISE WITHIN 36" HORIZONTALLY TO EDGE OF OPEN SIDE MIN. HEIGHT PER 1015.3 42" FROM ADJACENT WALKING SURFACE/ STAIRWAY LEADING EDGE LINE, COMPLIES OPENING LIMITATIONS PER 1015.4 COMPLIES, NOT ALLOW PASSAGE OF 4" DIAMTER SPHERE FROM WALKING SURFACE TO GUARD HEIGHT WINDOW OPENINGS PER 1015.8 COMPLIES, OPERABLE PORTION OF WINDOWS AT LEAST 36" AFF AT LEVEL 2 & LEVEL 3 STRENGTH PER SECTION 1607.8 50 POUNDS PER LINEAR FOOT, 200 POUNDS CONCENTRATED LOAD, 50 POUNDS CONCENTRATED LOAD OF INTERMEDIATE RAILS CH. 10 EGRESS (CONTINUED) EXIT ACCESS TRAVEL DISTANCE (SECTION 1017) B WITH SPRINKLERS 300', COMPLIES S-2 WITH SPRINKLERS 400', COMPLIES R-2 WITH SPINRKLERS 250' + EGRESS BALCONY 100' INCREASE, COMPLIES CORRIDORS (SECTION 1020, TABLE 1020.1) CORRIDOR SERVING > 30 IN B / S OCCUR 0 HR FIRE PARTITION PER 708 (WITH SPRINKELR SYSTEM) MINIMUM WIDTH / CAPACITY (1005.3.2, TABLE 1020.2) 44" MIN. WIDTH PROVIDED, 39 OCCUPANTS X 0.2 INCHES (PER 1005.3.2) _ 7.8 INCHES, COMPLIES, (OCCUP. LOAD < 50 ALLOWED 36") EXTERIOR EGRESS BALCONIES (SECTION 1021) MINIMUM WIDTH / CAPACITY (PER CORRIDOR TABLE 1020.2) HEADROOM DEAD ENDS (PER CORRIDOR 1020.4) PROJECTIONS / ENCROACHMENT (PER CORRIDOR 1020.3) WALL SEPARATION FROM INTERIOR (SECTION 1021.2) OPENING PROTECTION FROM INTERIOR (SECTION 1021.2) OPENNESS (SECTION 1021.3) LOCATION (SECTION 1021.4) 44" CLEAR WIDTH PROVIDED, 28 OCCUPANTS (LARGEST OCCUR LOAD AT BLDG. D LEVEL 2) X 0.2 INCHES (PER 1005.3.2) = 5.6 INCHES, COMPLIES 7' MIN. CLEAR PROVIDED MAX. 50' PER EXCEPTION 2 (R-2 WITH FIRE SPRINKERS PER 903.3.1.1 NFPA 13), COMPLIES (24'-3" NEAR UNIT A305) 44" MIN. WIDTH MAINTAINED, NO DOORS ENCORACH, HANDRAILS / STRUCTURE COMPLIES WITH 1005.7 N/A, COMPLIES PER EXCEPTION 1 N/A, COMPLIES PER EXCEPTION 1 COMPLIES COMPLIES - MIN. 10' FROM OTHER BUILDINGS ON SAME LOT (AGGREGATE BUILDING) EXTERIOR EXIT STAIRWAYS (SECTION 1027) OPEN SIDE, COMPLIES PROETCTION COMPLIES PER 1027.6 EXCEPTION 2 EGRESS COURTS (SECTION 1028.4) CAPACITY PER 1005.1 (0.2 X 276 OCCUPANTS = 55.2 INCHES), COMPLIES MAIN COURT BETWEEN 4 BUILDINGS: COMPLIES, 44" MIN. WIDTH EGRESS PATH, 7' MIN. HEIGHT, EXCEEDS 10' WIDTH OVERALL BETWEEN BUILDINGS EAST COURT BETWEEN BLDG. A & C: COMPLIES, 44" MIN. WIDTH EGRESS PATH, 7' MIN. HEIGHT, EXCEEDS 10' WIDTH OVERALL BETWEEN BUILDINGS WEST COURT BETWEEN BLDG. B & D: COMPLIES, 44" MIN. WIDTH EGRESS PATH, 7' MIN. HEIGHT, EXCEEDS 10' WIDTH OVERALL BETWEEN BUILDINGS EMERGENCY ESCAPE & RESCUE (SECTION 1030) COMPLIES, REQUIRED AT R-2 SLEEPING ROOMS WITH 1 EXIT (ALL UNIT BEDROOMS) MIN. NET CLEAR OPENING SIZE 5.7 SF (GRADE -FLOOR 5 SF PER EXCEPTION), COMPLIES MIN. NET CLEAR OPENING HEIGHT 24", COMPLIES MIN. NET CLEAR OPENING WIDTH 20". COMPLIES BOTTOM MAX. HEIGHT FROM FLOOR 44". COMPLIES OPENING LIMITATION / CONSTRAINTS RELEASABLE / REMOVABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR FORCE, COMPLIES ACCESSIBLE OPERATION REQUIRED AT ALL BEDROOM WINDOWS LEVEL 1, COMPLIES CHAPTER 11 ACCESSISBILITY. ICC / ANSI A117.7. SECTION 504 (HUD) USAF ACCESSIBLE DOORS ALSO SEE BELOW OPENING FORCE (1101.2.2) INTERIOR HINGED 5 LBS MAX., EXTERIOR HINGED 10 LBS. MAX. (EXCEPT TO RETRACT LATCH BOLTS / DEVICES THAT HOLD DOOR IN CLOSED POSTION) MANEUVERING CLERANCES PER 34/ T1.8 ACCESIBLE ROUTES (SECTION 1104) CONNECT ACCESSIBLE PORTIONS OF BUILDING - COMPLIES AT LEVEL 1 ACCESSIBLE ROUTE (SECTION 1101.2.1) 44" MIN. CLEAR WIDTH EXTERIOR ACCESSIBLE ROUTE ACCESSIBLE ENTRANCES (SECTION 1105) PROVIDE AT BLDG A LEVEL 1 AND DWELLING UNITS AT LEVEL 1 PARKING (SECTION 1106) 2 SPACES PER 50, MIN. 1 DUE TO ACCESSIBLE / TYPE A OR TYPE B UNITS, INCLUDING 1 VAN SPACE, COMPLIES AS SHOWN ON CIVIL AND A1.10 ACCESSIBLE PARKING (SECTION 1101.2.7) 96" MIN. WIDTH (COMPLIES) PARKING ACCESS AISLE (SECITON 1101.2.8) 60" MIN. WIDTH, VAN 96" MIN. WIDTH (COMPLIES) DWELLING UNITS ACCESSIBLE ROUTE (SECTION 1107.4) EXCEPTION 3 R-2 ACCESSIBLE ROUTE BETWEEN STORIES NOT REQUIRED IF TYPE A ON ACCESSIBLE ROUTE EXCEPTION 7 ACCESSI BLE ROUTE BETWEEN STORIES NOT REUQIRED IF TYPE B EXEMPTED PER 1107.7 (COMPLIES) ACCESSIBLE UNITS (SECTION 1107.6.2.2.1) R-2, MINIMUM 5% TO BE TYPE A UNITS, COMPLIES - 3 PROVIDED (PER CH. 10 ICC A117.1) (1) ONE -BEDROOM ACCESSIBLE TYPE A UNIT D101 (1) TWO -BEDROOM ACCESSIBLE TYPE A UNIT B102 (1) THREE -BEDROOM ACCESSIBLE TYPE A UNIT B101 (11) LEVE L 1 GROUND FLOOR REMAINING UNITS ARE TYPE B SENSORY ACCESSIBLE UNITS PER SECTION 504 (HUD): UNITS B101, B102, B103 UNITS D101, D102 ELEVATOR (1107.7.1) N/A -ACCESSIBLE / TYPE A & TYPE B UNITS AT LEVEL 1, DOORS ALONG ACCESSIBLE ROUTE, BUILDING AND SITE AMENTITIES PROVIDED AT -GRADE LEVEL ALONG ACCESSIBLE ROUTE AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 11.0. 8ux 1-70 10031 SR 532, S u i t c B Stu 1110d, WA 98292 „e x.dcsinsn w.cum ir c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CONTROLS, HARDWARE (1109.13) LEVEL 1 & AT EXTERIOR - PROVIDE ACCESSIBLE CONTROLS, OPERATING MECHANISMS, SWITCHES AND HARDWAREp R RED OPERABLE PARTS / HARDWARE (ICC A117.1 SECTION 309, 404.2.6, 506.1, 1002.9) ALL OF LEVEL 1 (INCLUDING DWELLING UNITS), EXTERIOR AREAS, PEDESTRIAN GATES PROVIDE CLEAR FLOOR SPACE / MANEUVERING CLEARANCES PER SECTION 305 & PER PLANS CONTROLS, PANELBOARDS, SWITCHES, OUTLETS, APPLIANCE CONTROLS, OPERABLE GATE HARDWARE, OPERABLE WINDOW HARDWARE, FIXTURE CONTROLS: �� N HEIGHT: PROVIDE WITHIN ONE OR MORE ACCESSIBLE REACH RANGES SHOWN ON 54/T1.9 (PER SECTION 308) OPERATION: OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCING OR TWISTING OF WRIST. CA QF r MIAWN FORCE TO ACTIVATE: 5.0 LBS MAX. OPERABLE DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, OPERABLE PARTS: SHAPE: EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPHING, PINCHING OR WISTING OF THE WRIST TO OPERATE (EXCEPT SECURITY LOCKS) HEIGHT: MIN. 34" AND MAX. 48" ABOVE FLOOR / WALKING SURFACE CLOSERS (WHERE PROVIDED): CLOSING SPEED PER ICC A117.1 SECTION 404.2.7 � OPENING FORCE: SEE ABOVE 00 ACCESSIBLE ENTRANCE I ACCESSIBLE STORY (SECTION 1107.7.1.1) MIN. 1 STORY WITH TYPE B DWELLING UNITS REQUIRED LU COMPLIES - ALL (11) UNITS AT GROUND FLOOR TO BE ADA / TYPE B UNITS (PER CH. 10 ICC Al17.1), EXCEPT THOSE DESIGNATED AS ADA / TYPE A UNITS O �Z ACCESSIBLE TOILET FACILITIES (SECTION 1109.2) B OCCUPANCY TOILET ROOMS TO BE ACCESSIBLE Z (COMPLY W/ ICC / ANSI Al 17.1) R-2 OCCUPANCY TOILET ROOMS AT LEVEL 1 ACCESSIBLE TYPE A OR TYPE B O ACCESSIBLE RECREATIONAL FACILITEIS (SECION 1110) R-2 WITH TYPE A / TYPE B UNITS Q 25% OF EACH TYPE RECREATIONAL FACILITY ACCESSIBLE PLAY AREAS / SPORTS COURT TO COMPLY Uj W ACCESSIBLE PLAY COMPONENTS ON ACCESSIBLE ROUTE 2 ACCESSIBLE SIGNAGE (SECITON 1111) PROVIDE AT ACCESSIBLE PARKING, ACCESSIBLE EV CHARGING DEVICE, ENTRANCES, (U) TOILET ROOMS, ROOMS z LULU H LU Cl) LL c, a CH.14 EXTERIOR WALLS ~ O Ja co N COMBUSTIBLE MATERIALS ON EXTERIOR SIDE OF EXTERIOR WALLS (SECTION 1405) N/A SINCE TYPE VB, FS, FIBER CEMENT LO a N 00 CH. 24 GLASS AND GLAZING SEE GENERAL WINDOW NOTES ON SHEET A7.2 VERTICAL GLASS MEET REQUIREMENTS OF SECTION 2404.1 CONFORMED SAFETY GLAZING MEET REQUIREMETNS OF SECTION 2406 SET HAZORDOUS LOCATIONS PROVIDE TEMPERED SAFETY GLAZING PER REQUIREMENTS OF SECTION 2406.4: IF GLAZING IN DOORS IF GLAZING ADJACENT TO DOORS WITHIN 24" ARC (OPEN OR CLOSED POSITION) & < 60" AFF ISSUE DATE: MARCH 31, 2023 IF GLAZING IN WINDOW WITH PANE > 9 SF, BOTTOM EDGE < 18" AFF, TOP EDGE > 36" AFF, AND WALKING SURFACE HORIZTONALLY WITHIN 36" OF PLANE OF THE GLAZING IF GLAZING BOTTOM EDGE < 60" AFF IN WALL NEAR BATHTUBS / SHOWERS REVISION SCHEDULE IF GLAZING < 60" ABOVE WALKING SURFACE OF STAIRWAYS, LANDINGS, RAMPS (EXCEPT IF SIDE OF STAIRWAY/ LANDING/ RAMP HAS GUARD AND GLASS PLANE > 18" FROM RAILING) # Date Description IF GLAZING < 60" ABOVE LANDING AT BOTTOM OF STAIRWAY/ FLIGHT AND WITHIN 60" HORIZONTAL ARC < 180 DEGREE FROM BOTTOM TREAD NOSING (EXCEPT WHERE GLAZING PLANE IS > 18" FROM GUARD) RES U B CH. 26 PLASTICS Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES PLASTIC COMPOSITES (SECTION 2612) PERMITTED AT TYPE VB CONSTRUCTION DEPARTMENT INSTALL PER CCRR-0301 - TREX ENHANCE EXTERIOR WALKING SURFACE ACCEPTABLE WHERE FIRE -RESISTANCE RATED FLOOR CONSTRUCTION NOT REQUIRED FOR DECK OR BALCONY CH. 29 PLUMBING FIXTURES REFER TO 2018 IBC - CH. 29 PLUMBING FIXTURE CALCULATION CHART ON SHEET T1.3 2 GENDER NEUTRAL SINGLE -OCCUPANT ACCESSIBLE TOILET ROOMS PROVIDED (SECTION 2902.2, EXCEPTION 5), PER 2902.2.2 1 URINAL PROVIDED (SECTION 2902.1.1.3) FACILITY SERVING > 26 PERSONS CONTENTS: IBC CODE NOTES SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 2B ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS OCCUPANCY LOAD CALCULATIONS 2018 IBC CH. 3 & CH. 10 - OCCUPANCY. EGRESS TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED USE, NON -SEPARATED OCCUPANCIES, FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING. LEVEL 1 MIXED USE WITH ACCESSORY AND NON -SEPARATED OCCCPANCY APPROACH R-2 PRIMARY OCCUPANCY AS NON -SEPARATED PER 508.3 (PROVIDE WITH FIRE PARTITION SEPARATION & HORIZ. SEPARATION PER 420) LAUNDRY C123 - INCIDENTAL TO R-2 OCCUPANCY PER TABLE 509 AA (> 100 SF, < 10% TOTAL OF R-2 ON LEVEL 1, COMPLIES) B OCCUPANCY AS NON -SEPARATED USE A COMMUNITY A101 - B OCCUPANCY SMALL ASSEMBLY (PER 303.1.2) AS NON -SEPARATED USE MULTIPURPOSE Al 11 - B OCCUPANCY SMALL ASSEMBLY (PER 303.1.2) AS NON -SEPARATED USE S-2 OCCUPANCY AS NON -SEPARATED USE * LEVELS 2 & 3 MIXED USE WITH NON -SEPARATED OCCUPANCY APPROACH: R-2 PRIMARY OCCUPANCY AS NON -SEPARATED PER 508.3 (PROVIDE WITH FIRE PARTITION SEPARATION & HORIZ. SEPARATION PER 420) ^ BUILDING PORITON A, B OCCUPANCY INCLUDES: CORRIDOR, COMMUNITY A101, MULTIPURPOSE A111, OFFICES, SECURE FILE, COPY / WORK. CONSULTATION. TOILETS, STORAGE Al 10, STORAGE Al 14, STORAGE A123. (SECTION 311.1.1 STORAGE ACCESSORY CONSIDERED SAME AS PRIMARY USE B OCCUPANCY, NO LIMIT TO PORTION OF FLOOR AREA) ^^ BUILDING PORITON C, LAUNDRY C122 INCLUDED AS INCIDENTAL TO R-2 BUILDING PORTIONS A, B. C & D, S-2 OCCUPANCY INCLUDES: COMMUNITY PANTRY A120, PACKAGES A121. MECH / HPWH / ELEC, ELEC, FIRE RISER. MAINTENANCE C123, EXTERIOR BIKE ALCOVES. `* A101 COMMUNITY & Al 11 MULTIPURPOSE.B OCCUPANCY (SMALL ASSEMBLY). ^^A SEE EGRESS PLANS FOR R-2 UNIT SIZES & OCCUPANT LOAD / EGRESS (200 GROSS I OCCUPANT LOAD FACTOR USED) - SEE SHEET T1.0 FOR TOTAL (ALL LEVELS / AGGREGATE BUILDING) ADJUSTED / ROUNDED -UP OCCUPANT LOAD. 2018 IBC CH. 3 & CH. 10 - OCCUPANCY, EGRESS (CONTINUED) CH. 3 OCCUPANCY & CH. 10 OCCUPANT LOAD CH. 3 GROSS FLOOR NET FLOOR AREA OCCUPANT LOAD OCCUPANT LOAD NAME/USE OCCUPANCY GROUP AREA (SF) (SF) FACTOR TABLE 1004.5 OCCUPANT LOAD (ROUND UP) - LEVEL 1 AGGREGATE (BUILDING A, B, C & D PORTIONS) UNITS B101-13104 AAA R-2 (GROSS) 2.600 200 13.0 13 UNITS C101-C104 ^^^ R-2 (GROSS) 3,126 200 15.6 16 UNITS D101-D106 AA" R-2 (GROSS) 4.278 200 21.4 22 LAUNDRY C122, INCIDENTAL TO R-2 ^^ R-2 (GROSS) 130 200 0.7 1 BLDG, B-D PORTIONS: EXTERIOR USABLE R-2 (GROSS) 1,354 200 6.8 7 AREA UNDER PROJECTION ABOVE BUILDING A PORTION. B OCCUP. ^ B (GROSS) 2,276 150 15.2 --- 16 COMMUNITY A101. B OCCUPANCY SMALL B SMALL 513 15 34.2 35 ASSEMBLY A **' ASSEMBLY (NET) MULTIPURPOSE Al 11, B OCCUPANCY B SMALL 698 15 46.5 47 SMALL ASSEMBLY A ** ASSEMBLY (NET) BLDG. A PORTION: EXTERIOR USABLE B (GROSS) 495 150 3.3 4 AREA UNDER PROJECTION ABOVE ------------------------------ COMMUNITY PANTRY A120 * S-2 - (GROSS) -------- 136 ------------------ 300 -------- 0.5 --------- 1 PACKAGES A121 * S-2 (GROSS) 81 300 0.3 1 BLDG. A S-2 PORTIONS: MECH/ HPWH 1 S-2 (GROSS) 249 300 0.8 1 ELEC / FIRE * BLDG. B PORTIONS: MECH/ HPWH 1 ELEC / S-2 (GROSS) 198 300 0.7 1 FIRE * BLDG. C PORTIONS: MECH/ HPWH / ELEC / S-2 (GROSS) 215 300 0.7 1 FIRE * MAINTENANCE C123 * S-2 (GROSS) 174 300 0.6 1 BLDG, D PORTIONS: MECH/ HPWH / ELEC / S-2 (GROSS) 222 300 0.7 1 FIRE * BLDG. B & D PORTIONS: BIKE STORAGE S-2 (GROSS) 313 300 1.0 1 LEVEL 1 AGGREGATE TOTAL AREA: 17,058 SF OCCUR LOAD LEVEL 1 - : 169 (COMPLIES W/ TABLE 506.2 PRIOR TO INCREASES) LEVEL 1 R-2 OCCUPANCY: 11,488 SF LEVEL 1 B OCCUPANCY: 3.982 SF LEVEL 1 S-2 OCCUPANCY: 1,588 SF ALLOWABLE ACCESSORY TO R-2 AT LEVEL 1: 1,149 SF ACTUAL ACCESSORY TO R-2 AT LEVEL 1: 130 SF (COMPLIES W/ TABLE 506.2) LEVEL 2 AGGREGATE (BUILDING A, B, C & D PORTIONS) UNITS A201-A205 AAA R-2 (GROSS) 3.965 200 19.8 20 UNITS B201-B204 AAA R-2 (GROSS) 2.810 200 14.1 15 UNITS C201-C204 AAA R-2 (GROSS) 3,078 200 15.4 16 UNITS D201-D206 AAA R-2 (GROSS) 4,511 200 22.6 23 BLDG. A-D PORTIONS: EXTERIOR USABLE R-2 (GROSS) 2.182 200 10.9 11 AREA UNDER PROJECTION ABOVE LEVEL 2 AGGREGATE AREA TOTAL: 16,546 SF OCCUR LOAD LEVEL 1 - : 85 (COMPLIES W/ TABLE 506.2 PRIOR TO INCREASES) LEVEL 2 AGGREGATE (BUILDING A, B, C & D PORTIONS) UNITS A301-A305 AAA R-2 (GROSS) 3.962 200 19.8 20 UNITS B301-B304 AAA R-2 (GROSS) 2.808 200 14.0 14 UNITS C301-C304 AAA R-2 (GROSS) 3,078 200 15.4 16 UNITS D301-D306 ^A^ R-2 (GROSS) 4.511 200 22.6 23 BLDG, A-D PORTIONS: EXTERIOR USABLE R 2 (GROSS) 1.830 200 9.2 8 AREA UNDER PROJECTION ABOVE LEVEL 3 AGGREGATE AREA TOTAL: 16,189 SF (COMPLIES W/ TABLE 506.2 PRIOR TO INCREASES) ALL LEVELS, AGGREGATE AREA TOTAL: 49,793 SF OCCUR LOAD LEVEL 1 - : 81 ALL LEVELS / AGGREGATE OCCUR 335 LOAD TOTAL - PLUMBING CALCULATIONS 2018 IBC - CH. 29 PLUMBING FIXTURE CALCULATION (TABLE 2902) TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED USE. NON -SEPARATED OCCUPANCIES, FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING. NOTES: 1 EACH R-2 DWELLING UNIT PROVIDED WITH 1 WATER CLOSET. 1 LAVATORY. 1 BATHTUB 1 SHOWER MINIMUM. 2 NUMBER OF FIXTURES RATIOS / OCCUPANT LOAD DENSITIES ARE BASED ON ACTUAL USE OF THE SPACE. 3 BLDG. A LEVEL 1 EXTERIOR GROSSIFIRE AREA BELOW BALCONY / STAIR ABOVE IS EXCLUDED FROM B OCCUPANCY PLUMBING FIXTURE OCCUPANT LOAD. 4 OCCUPANT LOAD DENSITIES ARE DIVIDED BY 2 BETWEEN MALE I FEMALE. 5 FRACTIONS ARE ADDED, PRIOR TO FINAL TOTAL THAT'ROUNDS-UP' TO NEXT WHOLE NUMBER, A BUILDING PORITON A, B OCCUPANCY INCLUDES: CORRIDOR, COMMUNITY A101, MULTIPURPOSE A111, OFFICES. SECURE FILE, COPY / WORK, CONSULTATION. TOILETS, STORAGE Al 10. STORAGE Al 14, STORAGE A123. ^^ LAUNDRY C122 (INCIDENTAL USE TO R-2), USE FIXTURE RATIO FOR S-2 (MOST SIMILAR USE), RESIDENT USE ONLY - (RESIDENTS HAVE ACCESS TO FIXTURES IN THEIR DWELLING UNITS). USE FIXTURE RATIO FOR S-2 AT COMMUNITY PANTRY A120. PACKAGES A121, MECH / HPWH / ELEC, ELEC, FIRE RISER. MAINTENANCE C123, BIKE ALCOVES AT EXTERIOR (MOST SIMILAR USE). USE FIXTURE RATIO FOR A-3 (SMALL ASSEMBLY B OCCUPANCY) AT A101 COMMUNITY & Al 11 MULTIPURPOSE. BUILDING A PORTION - LEVEL 1 SPACE?, OCCUPANT LOAD FIXTURES - WATER CLOSETS FIXTURES - LAVATORIES OCCUR MAX. LOAD OCCUR FIXTURE FIXTURE ROOM NAME USE AREA DENSITY LOAD RATIO MALE RATIO FEMALE RATIO MALE FEMALE A101 COMMUNITY A-3, B SMALL ASSEMBLY- 513 15 34.2 1 PER 125 0.1 1 PER 65 0.3 1 PER 200 0.1 0.1 A111 MULTIPURPOSE A-3, B SMALL ASSEMBLY ** 698 1 15 46.5 1 PER 125 1 0.2 1 PER 65 0A 1 PER 200 0.1 0.1 A100 - B GROSS FLOOR AREA B A (EXCLUDES Al01 & Al 11 2,276 150 15.2 1 PER 25 0.3 1 PER 25 0.3 1 PER 40 0.2 0.2 A125 PER-. EXCLUDES MECH/ ELECT FIRE PER * ) A120 COMMUNITY PANTRY S-2 * 136 300 0.5 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 A121 PACKAGES S-2 * 81 300 0.3 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 A122 MECH / HPWH / ELEC S-2 * 122 300 0.4 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 A124 ELEC S-2 * 59 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 A125 FIRE RISER S-2 * 68 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 &0 BUILDING A - LEVEL 1 REQUIRED SUBTOTAL BUILDING B PORTION - LEVEL 1 ITOILET ROOMS PROVIDED AT BUILDING A PORTION - LEVEL 11 I 0.6 I 0.9 I 0.4 I 0.4 B120 FIRE RISER S-2 * 66 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 B121 MECH / HPWH / ELEC S-2 * 105 300 0.4 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 B122 ELEC S-2 * 27 300 0.1 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 BUILDING C - LEVEL 1 REQUIRED SUBTOTAL 0.0 0.0 0.0 0.0 BUILDING C PORTION - LEVEL 1 (TOILET ROOMS PROVIDED AT BUILDING A PORTION - LEVEL 1) C120 MECH / HPWH / ELEC S-2 * 128 300 0.4 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 C121 ELEC S-2 * 27 300 0.1 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 C122 LAUNDRY S-2 AA 130 300 0.4 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 &0 C123 MAINTENANCE S-2 * 174 300 0.6 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 C124 FIRE RISER S-2 * 60 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 BUILDING C - LEVEL 1 REQUIRED SUBTOTAL BUILDING D PORTION - LEVEL 1 (TOILET ROOMS PROVIDED AT BUILDING A PORTION - LEVEL 11 U.0 I U.0 I U.0 U.0 D120 MECH/HPWH / ELEC S-2 * 98 300 0.3 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 D121 FIRE RISER S-2 " 68 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 D122 ELEC S-2 * 56 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 BUILDING C - LEVEL 1 REQUIRED SUBTOTAL 0.0 0.0 0.0 0.0 UILDING A, B, C & D - LEVEL 1 TOTAL (EXCLUDES R-2 DWELLING UNITS) 0.6 0.9 0.4 0.4 NON-RESIDENTIAL PLUMBING FIXTURE REQUIREMENT: 1.0 1.0 1.0 1.0 COMPLIES TWO GENDER NEUTRAL SINGLE -OCCUPANT ACCESSIBLE TOILET ROOMS PROVIDED (SECTION 2902.2, EXCEPTION 5), PER 2902.2.2 FIRE CALCULATIONS 2018 IBC - GROSS FLOOR AREA, 2018 IFC - FIRE AREA TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED USE. NON -SEPARATED OCCUPANCIES. FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING. USABLE EXTERIOR TOTAL GROSS GROSS FLOOR AREA AREA W/ FLOOR AREA / (SF) PROJECTION/ ROOF TOTAL FIRE AREA ABOVE (SF) (SF) BUILDING A PORTION LEVEL 1 3,953 495 4,448 LEVEL 2 3,965 591 4,556 L495 EVELS SUBTOTAL ----3_9----- 11,880 - - - ---- - - - - -- - - - - - - 13,499 BUILDING B PORTION LEVEL 1 2,798 576 3,374 LEVEL 2 2,810 497 3,307 LEVEL 3 2,808 367 3,175 ---------- - - - - -- SUBTOTAL ---- - --- -- 8,416 --------------------- 9,856 BUILDING C PORTION LEVEL 1 3,645 426 4,071 LEVEL 2 3,078 506 3,584 L466 EVELS SUBTOTAL ----3_0----- 9,801 ------------- - - - --- 11,121 BUILDING D PORTION LEVEL 1 4,500 665 5,165 LEVEL 2 4,511 588 5,099 LEVEL 3 ---------------- 4,511 -------- -- 542 --------------------- 5,053 SUBTOTAL 13,522 15,317 TOTAL (SF) 43,619 6,174 49,793 TOTAL GROSS FLOOR AREA / FIRE AREA (SFO COMMERCIAL, B & S-2 OCCUP 4,762 (EXCLUDES EXTERIOR USABLE AREA) RESIDENTIAL. R-2 OCCUP 38.857 (EXCLUDES EXTERIOR USABLE AREA) SUBTOTAL GROSS FLOOR AREA (SF) LEVEL 1 AGGREGATE TOTAL 14,896 LEVEL 2 AGGREGATE TOTAL 14,364 LEVEL 3 AGGREGATE TOTAL 14,359 ARCHITECT NOTE: TOTAL GROSS FLOOR AREA / FIRE AREA (SF) 17.058 16,546 16,189 DESIGN CODE APPROACH SUMMARIZED ON SHEET T1.0 PROJECT INFORMATION, AND FURTHER EXPLAINED ON SHEETS T1.2 IBC CODE NOTES, T1.3 OCCUPANCY LOAD, FIRE & PLUMBING CALCS., AND Tl A - T1.5 EGRESS PLANS. SHEET T1.2 IBC CODE NOTES INCLUDES BUILDING DESIGN CODE APPROACH ORGANIZED BY CODE CHAPTERS, AND SECTION -BY -SECTION EXPLANATION OF EXCEPTIONS, EXEMPTIONS, 'COMPLIES' AND/OR N/A (NOT APPLICABLE). REFER TO REVISED SHEETS NOTED ABOVE FOR ENTIRE CODE ANALYSIS. TO SUMMARIZE, ALL 4 DETACHED 3-STORY STRUCTURES ARE TREATED AS 1 AGGREGATE BUILDING THAT IS MIXED -OCCUPANCY, NON -SEPARATED OCCUPANCIES, TYPE VB CONSTRUCTION WITH NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEM. THREE-STORY STRUCTURES BUILDING A, B, C & D ARE EACH PORTIONS OF 1 AGGREGATE BUILDING, PER IBC 705.3 EXCEPTION 1. THE DIFFERENCE BETWEEN INITIAL PERMIT SUBMISSION (DATED 9/30/2022) AND THIS RESUBMITTAL (DATED 1/25/2023) - IS THAT THE MIXED -OCCUPANCY IS NOW NON -SEPARATED (PREVIOUSLY SHOWN AS SEPARATED MIXED -USE). LEVEL 1 (AGGREGATE OF BUILDING A, B, C & D PORTIONS) INCLUDES MIXED -USE NON -SEPARATED DWELLING UNITS (R-2) AND SUPPORTIVE SERVICE SPACES FOR THE RESIDENTS (B & S-2). LEVEL 1 BUILDING A PORTION INCLUDES B BUSINESS OCCUPANCY WITH 150 GROSS OCCUPANT LOAD FACTOR. COMMUNITY A101 AND MULTIPURPOSE A111 ARE CLASSIFIED AS B OCCUPANCY SMALL ASSEMBLY SPACES THAT MEET THE PARAMETERS OF IBC 303.1.2, WITH 15 NET OCCUPANT LOAD FACTOR. COMMUNITY PANTRY A120, PACKAGES A121, BUILDING C PORTION MAINTENANCE C123, AND EACH PORTIONS' MECHANICAL - ELECTRICAL - FIRE RISER SPACES ARE CLASSIFIED AS S-2 WITH 300 GROSS OCCUPANT LOAD FACTOR. LAUNDRY C122 IS INCIDENTAL USE TO R-2 WITH 300 GROSS OCCUPANT LOAD FACTOR. LEVEL 2 (AGGREGATE OF BUILDING A, B, C & D PORTIONS) AND LEVEL 3 (AGGREGATE OF BUILDING A, B, C & D PORTIONS) ARE DWELLING UNITS (R-2) WITH 200 GROSS OCCUPANT LOAD FACTOR. BUILDINGS A, B, C & D (PORTIONS OF 1 AGGREGATE BUILDING) ARE CONFIGURED AROUND EXTERIOR EGRESS COURTS AT LEVEL 1 WHICH OFFER MULTIPLE ACCESSIBLE ROUTES TO THE PUBLIC WAY. LEVEL 2 AND LEVEL 3 OF EACH BUILDING PORTION EXIT VIA EXTERIOR EGRESS BALCONIES. EACH EXTERIOR EGRESS BALCONY IS SERVED BY TWO REMOTE EXTERIOR EXIT STAIRWAYS. MULTIPURPOSE All 1 IS PROVIDED WITH A COURTESY EXTERIOR EXIT DOOR ON THE LEVEL OF EXIT DISCHARGE. MAXIMUM OCCUPANT LOADS FOR COMMUNITY A101 AND MULTIPURPOSE All 1 WILL BE SHOWN ON SIGN POSTED NEAR THE EXTERIOR EXIT DOOR. Ahn HOUSING HOPE we keep hope alive DESIGNS northwest lk ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www,designsnw.com i r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O 00 Ujrn a O �Z Z z Q Uj LLI C� J U) z LU ILLI Cn Lim W c, a H O Ja co N LO m a N e0 CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 �01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L2 \ CONTENTS: OCCUPANCY LOAD, FIRE, & PLUMBING CALCS SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 3 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS GRAPHIC LEGEND - EGRESS PLANS NOTES: 1. STRUCTURAL BUILDING ELEMENTS, BEARING / NONBEARING WALLS, FLOOR / ROOF CONSTRUCTION AND EXTERIOR WALLS - 0 HR. FIRE -RESISTANCE RATING SINCE TYPE VB SPRINKLERED AND > 30' FSD AGGREGATE BUILDING. SEE SHEET T1.2. 2. CERTAIN FIRE -RATED ASSEMBLIES REQUIRED WHERE SHOWN - DUE TO DWELLING UNITS. SEE SHEET T1.2-T1.3. 3. EGRESS COURTS - UNOBSTRUCTED MINIMUM HEIGHT OF 7'. *"* OCCUPANT LOAD FROM SEPARATE STORIES NOT ADDED (SECTION 1004.2.3), USE LEVEL 2 OCCUPANT LOAD EGRESS LEGEND: ACCESSIBLE DOOR MANEUVERING CLEARANCE - MAX. 1:48 I CROSS SLOPE, PROVIDE BOTH LATCH AND CLOSER WHERE DOOR SWING TO INTERIOR AND STRIKE SIDE IS <12". •-----> EGRESS - EXIT ACCESS (LEVEL 1 ACCESSIBLE), COMMON PATH EGRESS TRAVEL EGRESS - EXIT DISCHARGE (LEVEL 1 ACCESSIBLE) XX NUMBER OF OCCUPANTS EXITING AT EGRESS COMPONENT (REFER TO OCCUPANT LOAD TABULATION ON SHEET T1.3 FOR SPECIFIC UNIT / ROOM OCCUPANT LOADS AND FURTHER INFORMATION) - - - - SMOKE -RESISTIVE SEPARATION WALL ASSEMBLY - PARTITION TO EXTEND FROM THE FLOOR TO UNDERSIDE OF ROOF -DECK ABOVE - - - 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATIONS), MIN. 50 STC (SOUND TRANSMISSION CLASS), GA FILE NO WP 3262, UL DESIGN U340 PER A7.0 - - 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE), MIN. 50 STC (SOUND TRANSMISSION CLASS), GA FILE NO WP 3661 PER A7.0 -,,,- - 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE), MIN. 50 STC (SOUND TRANSMISSION CLASS), EXTEND TO UNDERSIDE OF ROOF SHEATHING, GA FILE NO WP 7940, UL DESIGNS U337 / U305 PER A7.0 SMOKE -RESISTIVE SEPARATION (CEILING) \\ UNITTO DWE HORIZONTAL DWELLING G UNIT OR DWELLING UNIT -TO -OTHER USES) MIN. 50 STC, MIN. 50 IIC (IMPACT INSULATION CLASS), GA FILE NO. FC 5050, UL DESIGN M544 PER A7.0 NOT APPLICABLE SINCE NON -SEPARATED MIXED -USE. 1 ' I"v I IORIZONTAL ASSEMBLY ABOVE (FLOOR / CEILING SEPARATION -OF AREA OF PLAY SURFACING AREA OF LANDSCAPING 39'-7,11/16" FSD TO PL I I I 4:0* I h Q i - I I 0 \ \ o I 130'-l" REMOTE Co 01 c / BLDG. C EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 1 WALL SIGN POST D NEAR B SMALL BLDG. A EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 1 BELOW BALCONY / STAIR ABOVE = 426 SF DOOR All 11 B TOSTATE: ASSEMBLY - BELOW BALCONY / STAIR ABOVE = 495 SF J ao v 48 MAXIMUM 46.5 (15 NET) v = C.1 N 0' N 4'-0" BLDG. C GROSS/FIRE AREA LEVEL 1 = 3645 SF BLDG. A GROSS/FIRE AREA LEVEL 1 = 3953 SF N BDLG. C TOTAL GROSS/FIRE AREA LEVEL 1 = 4071 SF OCCUPA TS 48 OCCUPANTS BDLG. A TOTAL GROSS/FIRE AREA LEVEL 1 = 4448 SF ................................................. ----------------------------------------------------------------1------------------......................---------- ............. t7�! ------ I ------ - 0.4 - OO O o_ i S-2 ❑1 S-2 1 15/16" FSD TO ROW CL ■ / .00 _ ' ! : 53'EXIT ------------ ----- 7 PACKAGES - 7L : 54' EXIT ACCE A121 ❑ 1 ELECS-� MECH I HPWH I 4'-0" ACCESS g 81 SF S'-2 A124 ELEC I „ ` v CONSULTATION YIWORK SECURE FILE PROPERTY A122 = 44 CLR. ■ , ■ ■ ■ __ ■--•� - + Q O ■ A108 A106 B A104 B OFFICE 7225E r l - ; I - ■ T : 0.4 118 SF B 97 SF 98 SF A103 ® /1 ■ vil - ' o ■ i �• 95 SF IT 'IF'TERANCFMULTIP ; S.2 S-2 ❑1 vr� o o EF I ® 24 L B ONq�3 4 COMMUNITY `� I I WALL SIGN POSTED NEAR •-------------------------------- ----------------------------- El - ® ® : 6`' Q 577 SF --------- �" ; 35 ■ SF J DOOR A101 B TO STATE: 10'-6" !,Q ------ L ------ _ c`nn _j �o Q- I 35 MAXIMUM r---------- i f — 3-BED "PE ° f COMMUNITY PROP : O W U �' G� MECH IHPWHI C1 _ 2.BED B 2-BEL - tU) W I :'PEB EGRESS 1 SEfi B IWCES OFFICE SE OFFEEg _ u OCCUPANTS PANTRY OFFICE (1 ELEC 901 F _ CV J C103 Co W U _ ^ c ; A107 12 a A106 ; A120 A102 a W rLV ■ V ■ ■ _ U 689 SF 66: _ ; J , 163 SF 163 SF ■ 13 166 SF - W _ COURT, 'L 19 0 $'� -, I ' S. $-Z ACCESS ------ a; I ® I ® LOL' I ® R 2 44" CLR. B C I r� _ 66 EXIT 78' EXIT � I g B SMALL ---• ,..........+ p 4 I: I `' v ' ACCESS ACCESS — .._, ASSEMBLY 34.2 (15 NET) R-2 I I I -- — _ _ - - - - - � - -I L J 35 OCCUPANTS �� A R-2 EXTERIOR 3 OCCUP. *** *** *** L__J L__J L__ 10 .:.i•'GHQ- 12 J BEXTERIOR4OCCUR 3 J - � � w INCIDENTAL L — J '� - _ o o _ 51'-21 /4" REMOTE L - - - - - `--------- 0.7 (200 GROSS) �`� `n ACCESSIBLE _ ' Tn 1- o� N J r--------, _ `L�3 0 W PICNIC U I FUTURE YOUTH I % O 52'-21/2" REMOTE '�^ �,� N r' % CoN W 1 OCCUPANT o AREp <? �� LPLAY_STRUCTUREJ ACCESSIBLE U U _____ .4� V ti M U W r---------- �� W W U C7 M 58'-31/8"REMOTE - EATING AREA M _■ N F TORE TODDL R: M= ' " o ih M F- O 0 48-81/2 REMOTE N W Y STRUCT_U E I M o N w U ❑9 I EXTERIOR a5 _ c� OF a - - I 14A:IR-2 3 OCCUP. :': 14*** GO 9:��„ *** R-2 EXTERIOR 3 OCCUPg*** S-2 BIKE— I — Lir 1 OCCUP. I �" I — 27 I----------------- ..........., ❑ R 2 18'-0 1 /4" .......�. •----- cn - ■ , 2SjF - -,i ED d' II D■ 4 4 " J 4 ACCESSIBLEI 3 3 ACC SjSLEI ACCE ISLE - cn J ;F" f LL - 2-BEDTYPEB 2-BED ® 2-BJYIEB cn O� (� 2-BED ■� TYPE EGRESS c�1 W U _ ■ 1-BED TYPE-B ; Tr _ - 3-BED T 1 I C �, wI D1o6 D104 <nJ LL1 D102 ■ 3 D101 911 OF 678 SF 689 SF _� U 689SF ; d85 SF / COURT 1-BED TYPE-B ; 479 SF I �] W - ■ &) I a--•----- / B104 01 ■ IQ7 S-2 BIKE 432BF w 58'EXIT r---------- i i I I n I L------ 404 7/8" FSD TO PL : �� : ----- a■ -.a o I ACCESS EF. REF. o 0 0 o EF. ■ REF. o o ® ; ® _ _ _ ; _ 38, EXIT v : REF. I 0 ; C C ACCESS I 38' EXIT - - - o® o o o ------------- 10'-0" ACCESS 1 �■%� C 2 44 CLR. _ ________' ' /••••••••• • MEC /HPWH/ S-2 V-L ' S ' ••••• ' 60' EXIT 50' EXIT ELEC ELEC , MECH I 50' EXIT �- - - I D120 FIRE RISER ' ACCESS O D,zt 57 - ELEC ACCESS ACCESS _ �............. 98 SF 68 SF D722 FIRER R 8121 - r - ; ICI r n a a 0 1❑r�sF DS�F 1 1 -2--------- - I 39-11 3/8 FSD TO ROW CL Sol F �II 1� `l I `. I I x I 63 I I ..... _ J L--J L--J __J L —J L _J �1 \ BLDG. D GROSS/FIRE AREA LEVEL 1 = 4500 SF // \� BLDG. B GROSS/FIRE AREA LEVEL 1 = 2798 SF 6" BDLG. D TOTAL GROSS/FIRE AREA LEVEL 1 = 5,165 SF � � � BLDG. B TOTAL GROSS/FIRE AREA LEVEL 1 = 3374 SF I I J BLDG. D EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 1 (V = N N �� BLDG. B EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 1 a BELOW BALCONY / STAIR ABOVE = 512 + 153 = 665 SF `" `" BELOW BALCONY / STAIR ABOVE = 416 + 160 = 576 SF 0 0 TYPE VB, FIRE SPRINKLERS NFPA 13, co U_ C LL MULTI -STORY, MIXED -USE, LEVEL 1 AGGREGATE TOTAL GROSS/FIRE AREA (WITH EXTERIOR M I I M 00 NON -SEPARATED OCCUPANCIES, USEABLE GROSS/FIRE AREA BELOW BALCONY / STAIR ABOVE) = 17,058 SF 4 STRUCTURES PORTIONS OF ALL LEVELS AGGREGATE GROSS/FIRE AREA (WITH EXTERIOR USABLE ONE AGGREGATE BUILDING GROSS/FIRE AREA BELOW BALCONY / STAIR I ROOF ABOVE) = 49,793 SF SITE PLAN & LEVEL 1 - EGRESS PLAN NORTH SCALE: 1/16" = V-0" EGRESS PLAN - LEVEL 1 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO 00 O Ujrn am cf) O CO Z 0 LU LL I C� J z LU U) LU LU Cl) LL c, a H O Ja co N Lo LU Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES KEYPLAN DEPARTMENT C A ::] g D CONTENTS: EGRESS PLANS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 4 ■ 1/16" = 1'-0" CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS GRAPHIC LEGEND - EGRESS PLANS NOTES: 1. STRUCTURAL BUILDING ELEMENTS, BEARING / NONBEARING WALLS, FLOOR / ROOF CONSTRUCTION AND EXTERIOR WALLS - 0 HR. FIRE -RESISTANCE RATING SINCE TYPE VB SPRINKLERED AND > 30' FSD AGGREGATE BUILDING. SEE SHEET T1.2. 2. CERTAIN FIRE -RATED ASSEMBLIES REQUIRED WHERE SHOWN - DUE TO DWELLING UNITS. SEE SHEET T1.2-T1.3. 3. EGRESS COURTS - UNOBSTRUCTED MINIMUM HEIGHT OF 7'. *"* OCCUPANT LOAD FROM SEPARATE STORIES NOT ADDED (SECTION 1004.2.3), USE LEVEL 2 OCCUPANT LOAD EGRESS LEGEND: ACCESSIBLE DOOR MANEUVERING CLEARANCE - MAX. 1:48 CROSS SLOPE, PROVIDE BOTH LATCH AND CLOSER WHERE L--J DOOR SWING TO INTERIOR AND STRIKE SIDE IS <12". •-----> EGRESS - EXIT ACCESS (LEVEL 1 ACCESSIBLE), COMMON PATH EGRESS TRAVEL EGRESS - EXIT DISCHARGE (LEVEL 1 ACCESSIBLE) XX NUMBER OF OCCUPANTS EXITING AT EGRESS COMPONENT (REFER TO OCCUPANT LOAD TABULATION ON SHEET T1.3 FOR SPECIFIC UNIT / ROOM OCCUPANT LOADS AND FURTHER INFORMATION) '• ••' • • '•• /'• I 1 \ I \• I "Eq II\\ \� `� F ♦ ♦1�1 � �I�l\I IIII\ _ -_ �=\�. _ �� r� • �I ��� `J 1 � T • .. � 1 III \� 1. � ` .I `L� �\� �I�I► _�1. � II �1 \II ,I � \ � • \�i �I ;► \ I II I' `w�`\OR '\_\ \` .`�l l\ \ '� � (t�\ "I�111 I\ �`I`/1\\ I\ I \ •- �\ � III .� 1►_-�II�I'� I ,.,�� I ---- \� 1\ 1►.0,.1�I . `` �� ` \\.I\I�.IL\ • •• • 1 1 1 \ ♦ �\ �\\ \ �� I \`.• 7 / � � of \ ' - - 1 .• I I� I IIIIIIIIIII\� \ `I � , -- IIIIIIIIII! � I � © `��� © IIIII„Illiiiillliliil IIIIIIIIIIIIII ��\ 1 IIIiIIIIIIIgIIIIi \ p �0 � � � .� I Illlllllll�lllllplllll . ., (IIIIIII IIIIIIIIIII p III © '� IIII �E" IIII \ ` \ MINI HIM \'- a NO ► -- • \ `\`II\I`�,I\`NOi\I • 1\ \'7 \\♦� II`I� ��� `�`1•-. , 1_,�\j,� __ ��}\s��4,1©!__ \ \_I1►\'\►�_.�`��`�♦_ 1►`'����I�� I � I ,��;��`- I,�h` ,1 ly \ �\ � 1.`�,� `� \`i` =.1. �`\��. �1,�- ����\`� \�`i\ ��.. � �, ` �� , ♦ I 1 III` ♦\.\��\=��1-,� � 1 \`51 I'`� III �` ��'`I `� III\\�`� '_,\`'�� �•�--\`il �,►a�•_ \\ - � :�`.- �•`II � \ � ��1/ \ \ III \ . \�1L`.\` I � � \III \ , , 1- �� l I I \ ` EGRESS PLAN - LEVEL 3 1 /16" = 1'-0" i ----------- ------------- BLDG. D GROSS/FIRE AREA LEVEL 3 = 4511 SF BDLG. D TOTAL GROSS/FIRE AREA LEVEL 3 = 5053 SF BLDG. D EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 3 BELOW BALCONY / STAIR / ROOF ABOVE = 542 SF TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED -USE, NON -SEPARATED OCCUPANCIES, 4 STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING BLDG. C EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 2 BELOW BALCONY / STAIR / ROOF ABOVE = 506 SF BLDG. C GROSS/FIRE AREA LEVEL 2 = 3078 SF BDLG. C TOTAL GROSS/FIRE AREA LEVEL 2 = 3584 SF ;� IIIIIII I I II • , ' I 1\ 1\ OI pl ppp pl\ � �� I (IIIIIII ��\•,������ ��_ � ' \ IIII IIII LEVEL 3 AGGREGATE TOTAL GROSS/FIRE AREA (WITH EXTERIOR USEABLE GROSS/FIRE AREA BELOW BALCONY / STAIR / ROOF ABOVE) = 16,189 SF OF 124 ,5 "vDVv\ � D/gGONAC ; 41, 10'-$• A� ACC EXITCESS�cr_ �A\ Y ; 0? U % N &-ti-ll/ I/L RCI91V I C ♦Y (V J cn � U In M U o0 M 47'-9 5/8" REMOTE o M N �F• 14 11111­1�— L' — _�_ R 2 EGRESS BALCONY 3 OCCUR \\ \\ \ .r1 ^ , ref \\\� \\ \\ 'I I. \\\\\\\\\. ®^ n ' \\ EGRESS PLAN - LEVEL 2 I BLDG. D GROSS/FIRE AREA LEVEL 2 = 4511 SF BDLG. D TOTAL GROSS/FIRE AREA LEVEL 2 = 5099 SF BLDG. D EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 2 BELOW BALCONY / STAIR / ROOF ABOVE = 588 SF TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED -USE, NON -SEPARATED OCCUPANCIES, 4 STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING I L_ of J U CO co M 24'-3 3/4" LEVEL 2 AGGREGATE TOTAL GROSS/FIRE AREA (WITH EXTERIOR USEABLE GROSS/FIRE AREA BELOW BALCONY / STAIR / ROOF ABOVE) = 16,546 SF BLDG. B GROSS/FIRE AREA LEVEL 3 = 2808 SF BDLG. B TOTAL GROSS/FIRE AREA LEVEL 3 = 3175 SF BLDG. B EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 3 BELOW BALCONY / STAIR / ROOF ABOVE = 367 SF BLDG. A EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 2 BELOW BALCONY / STAIR / ROOF ABOVE = 591 SF BLDG. A GROSS/FIRE AREA LEVEL 2 = 3965 SF BDLG. A TOTAL GROSS/FIRE AREA LEVEL 2 = 4556 SF ACCESS 1 �o o 1 o �MICRONll�lll © IIII�ut gg B IIIIIII11 III pIlO �, pplpp ppp\\ILIIIplllllll� IIppppIII1IIIV\`�p1!!I!!IIIOI,©��`` \\ I�I♦ �_, I,imi gmI, tea El \I``a� ► I``.\ I\ .\\\A\�\`\`\\\\`ill BLDG. B GROSS/FIRE AREA LEVEL 2 = 2810 SF BDLG. B TOTAL GROSS/FIRE AREA LEVEL 2 = 3307 SF BLDG. B EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 2 BELOW BALCONY / STAIR / ROOF ABOVE = 497 SF HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w w w.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Co 00 O Ujrn am Cn o Fm u z Z z 0 Q LU Lu C� J Z LU U) mmmmmm FM LU LU Cl) LL c, a o Ja co N LO W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE N # Date Description 2 01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES KEYPLAN DEPARTMENT C A D I g CONTENTS: EGRESS PLANS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 m5 1 /16" = 1'-0" CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SOUTH COUNTY FIRE - FIRE PLAN REVIEW NOTES (ADMINISTRATIVE DESIGN REVIEW) • RESIDENTIAL BUILDINGS REQUIRE A NFPA 13 FIRE SPRINKLER SYSTEM(S) INTERCONNECTED TO A MONITORED FIRE ALARM TO NFPA 72, • FIRE SPRINKLER RISER ROOM(S) REQUIRE AN OUTSIDE ENTRANCE(S). • LOCATION OF FIRE ALARM CONTROL PANEL WILL BE IN RISER ROOM WITH THE POSSIBILITY OF AN ANNUNCIATOR AT THE FRONT MAIN ENTRANCE OF EACH BUILDING. • FIRE ALARM WILL BE AN ADDRESSABLE AND MONITORED SYSTEM. • KNOX BOX ENTRY SYSTEM REQUIRED FOR EACH BUILDING AND FOR RISER ROOM(S). • ALL RETENTION VAULTS IN DRIVE ISLES WILL BE BUILT TO AN EXCESS OF HS20 ANDABLE TO SUPPORT A 75.000 POUND POINT LOAD. • SEPARATE PERMIT REQUIRED FOR FIRE SPRINKLER SYSTEM. • SEPARATE PERMIT REQUIRED FOR FIRE ALARM SYSTEM. EDMONDS COMMUNITY DEVELOPMENT CODE - ECDC 19.25.005.E.1 FIRE PROTECTION SYSTEMS SECTION 901.4.6.1 ACCESS. IS AMENDED TO READ: AUTOMATIC SPRINKLER SYSTEM RISERS, FIRE PUMPS AND CONTROLLERS SHALL BE PROVIDED WITH READY ACCESS. SPRINKLER RISER ROOMS SHALL BE LOCATED ON AN OUTSIDE WALL AT GRADE, WITH DIRECT EXTERIOR ACCESS. THIS ROOM SHALL CONTAIN SPRINKLER CONTROL VALVES, SPRINKLER BACKFLOW ASSEMBLY (UNLESS PROHIBITED BY THE WATER PURVEYOR). FIRE PUMP AND ASSOCIATED COMPONENTS AND THE FIRE ALARM CONTROL PANEL(S). SUCH ROOMS SHALL BE OF A SIZE THAT WILL ALLOW A MINIMUM OF 36-INCH CLEARANCE AROUND ALL PORTIONS OF THE FIRE PUMP ASSEMBLY AND IN FRONT OF THE FIRE ALARM PANEL(S), ALL RISERS SHALL HAVE A MINIMUM OF 36" CLEAR SPACE AT THE FRONT AND 18" ON THE REMAINING SIDES. ALL DRAINS ARE TO BE PLUMBED TO THE EXTERIOR OF THE BUILDING. NO OTHER USES OR UTILITIES SHALL BE ALLOWED IN THIS ROOM. WHERE LOCATED IN A FIRE PUMP ROOM OR AUTOMATIC SPRINKLER SYSTEM RISER ROOM, THE DOOR SHALL BE PERMITTED TO BE LOCKED PROVIDED THAT THE KEY IS AVAILABLE AT ALL TIMES. SOUTH COUNTY FIRE - FIRE APPARATUS ACCESS ROAD STANDARD WHERE REQUIRED • APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR EVERY FACILITY. BUILDING, OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION. THE FIRE APPARATUS AC-CESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO WITHIN 150 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. UNLESS OTHER -WISE APPROVED BY THE FIRE CODE OFFICIAL, FIRE APPARATUS ACCESS SHALL EXTEND TO WITHIN 50 FEET OF THE MAIN ENTRY OF ANY MULTI -FAMILY RESIDENTIAL BUILDING. o EXCEPTIONS: 1) THE FIRE CODE OFFICIAL IS AUTHORIZED TO INCREASE THE DIMENSION UP TO 200 FEET WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH IFC SECTION 903.3.1.1, 903.3.1.2, OR 903.3.1.3. ADDI-TIONAL MITIGATION METHODS MAY BE REQUIRED AS DIRECTED BY THE FIRE CODE OFFICIAL. 2) MID -RISE BUILDINGS WITH AN OCCUPIED FLOOR 30 TO 75 FEET ABOVE THE LOWEST LEVEL OF FIRE APPARATUS ACCESS MAY BE PROVIDED WITH AN APPROVED FIRE APPARATUS ACCESS ROAD IN A COURTYARD BETWEEN BUILDINGS TO ACHIEVE REQUIRED FIRE APPARATUS ACCESS. A) SUCH COURTYARD ROAD SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 12 FEET, EXCLUSIVE OF SHOULDERS. AND BE CONSTRUCTED OF A SUFFICIENT STRUCTURAL SECTION TO SUPPORT A 75.000-POUND FIRE APPARATUS. B) COURTYARD ROADS MAY BE UP TO 200 FEET IN LENGTH AS A DEAD-END ROAD WITH AN APPROVED TURNAROUND, OR SHALL CONNECT AT TWO OR MORE POINTS TO A PUBLIC ROADWAY. C) THE BUILDING MUST BE EQUIPPED WITH PASSIVE AND ACTIVE FIRE PROTECTION FEA-TURES AS WOULD BE REQUIRED FOR A HIGH-RISE BUT SHALL NOT BE REQUIRED TO MOD-IFY THE TYPE OF CONSTRUCTION. • PARKING LOTS, AUTOMOBILE SALES LOTS, AND OUTDOOR STORAGE AREAS.. EACH WITH A CAPACITY OF 100 OR MORE VEHICLES, SHALL HAVE A DESIGNATED AND APPROVED FIRE APPARATUS ACCESS ROAD CIRCULATING THROUGHOUT THE LOT. SPECIFICATIONS • DIMENSIONS FDC STANDARD 1. UNLESS OTHERWISE APPROVED BY THE FIRE MARSHAL, ALL FDC CONNECTIONS WILL BE A 4-INCH STORZ TYPE FITTING ('). ON A 30-DEGREE ELBOW AND AWAY FROM THE BUILDING. THE FDC CONNECTION SHALL BE WITHIN 50 FEET OF A HYDRANT. THE UPRIGHT PIPING WILL BE PAINTED RED AND LABELED WITH A MINIMUM OF 4-INCH WHITE NUMBERING DENOTING THE BUILDING ADDRESS. ' FDC BUILDING CONNECTION 4" STORZ X 4" RIGID FEMALE NATIONAL PIPE THREAD (NPT) WITH 30 DEGREE ELBOW. FEATURES SECURE CAP. SCREEN AND CHAIN. ENABLES QUICK CONNECTIONS OF LARGE DIAMETER HOSE BY FIRE DEPARTMENT TO SUPPLEMENT FIRE SPRINKLER OR STANDPIPE SYSTEM. THE STANDARD COLOR IS POWDER COAT BLACK AND SILVER. 2. IFC 912.2.2 WHEREVER THE FIRE DEPARTMENT CONNECTION IS NOT VISIBLE TO APPROACHING FIRE APPARATUS. THE FIRE DEPARTMENT CONNECTION SHALL BE INDICATED BY AN APPROVED SIGN MOUNTED ON THE STREET FRONT OR ON THE SIDE OF THE BUILDING. SUCH SIGN SHALL HAVE THE LETTERS "FDC' AT LEAST 6 INCHES (152 MM) HIGH AND WORDS IN LETTERS AT LEAST 2 INCHES (51 MM) HIGH OR AN ARROW TO INDICATE THE LOCATION. ALL SUCH SIGNS SHALL BE SUBJECT TO THE APPROVAL OF THE FIRE CODE OFFICIAL. PRODUCT DESCRIPTION: FDC BUILDING CONNECTION 4" STORZ X 4" RIGID FEMALE NATIONAL PIPE THREAD (NPT) WITH 30 DEGREE ELBOW. FEATURES SECURE CAP. SCREEN AND CHAIN. ENABLES QUICK CONNECTIONS OF LARGE DIAMETER HOSE BY FIRE DEPARTMENT TO SUPPLEMENT FIRE SPRINKLER OR STANDPIPE SYSTEM. THE STANDARD COLOR IS POWDER COAT BLACK AND SILVER. OTHER COLORS ARE AVAILABLE. SPECIFICATIONS: • FORGED STORZ HEADS WITH STAINLESS STEEL LOCKS • ALUMINUM EXTRUDED CONNECTIONS • LASER ETCHING AVAILABLE • EXCEEDS NFPA 1963 REQUIREMENTS • MANUFACTURED AND ASSEMBLED IN THE US • RATED PRESSURE 200 PSI • NITRILE GASKET • OTHER CHOICES - HARD COAT, K-CHROME AND K-BRASS • "A" DIMENSION - 7 7/8" • UL LISTED • MANUFACTURED TO HIGHER TOLERANCES • PRECISION METAL FACE - NO GASKET NEEDED • CAP FEATURES WEEP HOLE SOUTH COUNTY FIRE - KNOX BOX STANDARD REFERENCES - INTERNATIONAL FIRE CODE 2018 EDITION WITH WASHINGTON STATE AMENDMENTS: SECTION 503.5, 503.6, SECTION 506 KNOX BOX REQUIREMENTS 1. KNOX BOX SHALL BE PROVIDED AT THE MAIN ENTRANCE OF BUILDINGS WITH INTERIOR COMMON AREAS. AN ADDITIONAL KNOX BOX SHALL BE PROVIDED AT THE EXTERIOR ENTRANCE TO THE SPRINKLER RISER/FIRE ALARM CONTROL PANEL (FACP) ROOMS AND OTHER LOCATIONS DEEMED NECESSARY FOR BUILDING ACCESS. ONCE THE KNOX BOXES ARE RECEIVED, IT IS RECOMMENDED THAT THE CONTRACTOR OWNER DISCUSS BOX PLACEMENT WITH SOUTH COUNTY FIRE PERSONNEL. TYPICALLY, BOXES ARE LOCATED TO THE RIGHT OF THE MAIN ENTRANCE DOOR AND/OR FIRE ALARM CONTROL PANEUFIRE RISER ROOM DOOR. BOXES WILL BE PLACED FIVE TO SIX FEET (5-6') ABOVE FINISHED GRADE. BUILDING OWNERS SHOULD PROVIDE THE FOLLOWING KEYS. DEPENDING ON THE REQUIREMENTS DETERMINED FOR THE PREMISES, AND MAY INCLUDE: A. MAIN ENTRANCE (OR MASTER) B. INTERIOR ACCESS (IF NO MASTER) C. FIRE SPRINKLER RISER ROOM/FIRE ALARM CONTROL PANEL ACCESS D. ELECTRICAL, MECHANICAL. AND ELEVATOR ROOMS E. FIRE ALARM CONTROL PANEL/FIRE PULL STATIONS F. ELECTRONIC/MAGNETIC KEY CARDS 2. ON MULTIPLE -STORIED AND LARGER BUILDINGS. ADDITIONAL KEYS MAY BE NECESSARY. FOR INSTANCE, PROVIDING ROOF HATCH ACCESS OR SETS OF KEYS FOR MULTIPLE FIREFIGHTING CREWS. 3. ALL KNOX EQUIPMENT SHALL BE INSTALLED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED FOR NEW CONSTRUCTION, 4. EXISTING OCCUPANCIES THAT ARE UNDERGOING FIRE PROTECTION SYSTEM UPGRADES, MODIFICATIONS. OR TENANT IMPROVEMENTS THAT HAVE LEGACY KEY BOXES COMMONLY FOUND IN EDMONDS. MOUNTLAKE TERRACE. AND LYNNWOOD SHALL BE REQUIRED TO REPLACE THEM WITH KNOX PRODUCTS. o UNLESS OTHERWISE APPROVED, FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FEET, EXCLUSIVE OF SHOULDERS, AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. o WHERE THE VERTICAL DISTANCE BETWEEN THE GRADE PLANE AND THE HIGHEST ROOF SURFACE EX-CEEDS 30 FEET, APPROVED AERIAL FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED WITH AN UNOBSTRUCTED WIDTH OF 26 FEET, EXCLUSIVE OF SHOULDERS, IN THE IMMEDIATE VICINITY OF THE BUILDING OR PORTION THEREOF. ONE OR MORE OF THE REQUIRED ACCESS ROUTES MEETING THIS CONDITION SHALL BE NOT LESS THAN 15 FEET AND NOT GREATER THAN 30 FEET FROM THE BUILDING AND BE POSITIONED PARALLEL TO ONE ENTIRE SIDE OF THE BUILDING, AS APPROVED BY THE FIRE CODE OFFICIAL. OVERHEAD UTILITY AND POWER LINES SHALL NOT BE LOCATED OVER THE AERIAL FIRE APPARATUS ACCESS ROADS OR BETWEEN THE AERIAL FIRE APPARATUS ACCESS ROAD AND THE BUILD-ING. OTHER OBSTRUCTIONS MAY BE PLACED WITH THE APPROVAL OF THE FIRE CODE OFFICIAL. • MINIMUM TURNING RADIUS 25 FEET INSIDE. 45 FEET OUTSIDE. • IF OVER 150 FEET IN LENGTH. FIRE APPARATUS ACCESS ROADS SHALL BE CIRCULATING OR HAVE AN APPROVED TURN -AROUND. • FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED 14% IN GRADE. IF THE GRADE EXCEEDS 12% ADDI-TIONAL FIRE PROTECTION FEATURES SHALL BE REQUIRED. • THE ROADWAY STRUCTURE SHALL BE ASPHALT PAVING OR AN APPROVED ALL-WEATHER EQUIVALENT WITH A SUFFICIENT STRUCTURAL SECTION TO SUPPORT A GROSS VEHICLE WEIGHT OF 75,000 POUNDS AND 45,000 POUND POINT LOADS. MARKING • DETAILED PLANS MUST BE SUBMITTED AND APPROVED PRIOR TO PAINTING ANY NEW FIRE LANE OR MODIFYING AN EXISTING FIRE LANE • PAVEMENT o 4-INCH-WIDE YELLOW STRIPE BOTH SIDES OF ACCESS ROAD O MINIMUM 12-INCH-HIGH. YELLOW, "FIRE LANE - NO PARKING". SPACED NO FURTHER THAN 30 FEET • CURB o PAINTED YELLOW o MINIMUM 3 INCH HIGH AND STROKE. BLACK, "FIRE LANE - NO PARKING". BLACK. MINI -MUM 3 INCH HIGH SPACED NO FURTHER THAN 30 FEET ON VERTICAL FACE • SIGNS o WHERE APPROVED BY THE FIRE CODE OFFICIAL, NO PARKING FIRE LANE SIGNS MAY BE USED IN ADDITION OR IN LIEU OF PAINTED PAVEMENT OR CURBS o WHERE APPROVED, SIGNS SHALL MEET THE FOLLOWING REQUIREMENTS 1) SIZE: 18" HIGH X 12" WIDE (MINIMUM). 2) MOUNTING: BOTTOM OF SIGN 48" TO 60" ABOVE GRADE 3) STYLE. INDUSTRY STANDARD (VULCAN R7-6-9, RAINBOW 01-527. EMED TC 18816 OR EQUIVALENT). 4) COLOR: RED LETTERING ON WHITE BACKGROUND. 5) SPACING: 50' BETWEEN SIGNS OR AS DIRECTED BY THE FIRE CODE OFFICIAL, SOUTH COUNTY FIRE - FIRE SPRINKLER STANDARD DESIGN AND INSTALLATION 1. FIRE SPRINKLER SUBMITTALS FOR NEW BUILDINGS, BUILDINGS UNDERGOING A CHANGE OF USE, OR BUILDINGS UNDERGOING MAJOR MODIFICATIONS SHALL INCLUDE AN NFPA OWNER'S CERTIFICATE INDICATING THE USE OF THE BUILDING INCLUDING THE MATERIALS WITHIN THE BUILDING AND THE MAXIMUM HEIGHT OF ANY STORAGE AS PER NFPA 13, SECTION 4.3. 2. WHEN A BUILDING IS REQUIRED TO BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM, THE SYSTEM SHALL PROVIDE PROTECTION THROUGHOUT THE STRUCTURE OR AS APPROVED BY THE FIRE CODE OFFICIAL. 3. HYDRAULICALLY DESIGNED SYSTEMS SHALL BE CALCULATED TO PROVIDE A 10% SAFETY MARGIN IN ADDITION TO THE REQUIRED SYSTEM DEMAND OF 20 PSI RESIDUAL PRESSURE. 4. HYDRAULIC CALCULATIONS SHALL INCLUDE ALL UNDERGROUND PIPING FROM THE POINT OF CONNECTION TO THE PUBLIC WATER SUPPLY. 5. ALL DRAINS (LOW POINT. AUXILIARY. TEST, MAIN, ETC.) SHALL BE PLUMBED TO THE EXTERIOR OF THE BUILDING, 6. ALL VALVES (CONTROL, DRAIN, ETC.) SHALL BE READILY ACCESSIBLE AND REACHABLE WITHOUT THE USE OF A LADDER. EXCEPTION: VALVES IN A PIT OR UNDERGROUND AND OR AS APPROVED BY THE FIRE CODE OFFICIAL. 7. FLOOR CONTROL VALVES SHALL BE LOCATED AT THE POINT OF CONNECTION TO THE RISER ON EACH FLOOR AND SHALL BE PROVIDED WITH THE FOLLOWING: FLOW SWITCH, CHECK VALVE, MAIN DRAIN, PRESSURE RELIEF VALVE, PRESSURE GAUGE AND TAMPER SWITCH. 8. FLEXIBLE SPRINKLER PIPING SHALL NOT BE USED IN PIPE -SCHEDULE SYSTEMS UNLESS SPECIFICALLY LISTED FOR SUCH USE. 9. THE USE OF HEAT TAPE ON FIRE SPRINKLER SYSTEMS IS ALLOWED IN ACCORDANCE WITH NFPA 13 AND MUST BE MONITORED BY THE FIRE ALARM SYSTEM AS A TROUBLE SIGNAL. 10. NIA 5. BUILDING OWNERS WILL ENSURE THAT ACCESS EQUIPMENT IS MAINTAINED AND CONTACT SOUTH COUNTY FIRE MARSHAL'S OFFICE WHERE THE BUILDING DOOR LOCKS ARE RE -KEYED OR CONDITIONS FOR EMERGENCY ACCESS ARE MODIFIED. FIRE DEPARTMENT CONNCTIONS (FDC) ACCESS LOCKING FDC CAPS ARE REQUIRED FOR NEW CONSTRUCTION, AND EXISTING CONSTRUCTION WHERE PROBLEMS OF THEFT AND VANDALISM ARE OCCURRING, ON A CASE BY CASE BASIS. CONTACT THE SOUTH COUNTY FIRE PREVENTION OFFICE FOR MORE INFORMATION. AUTHORIZED/REQUIRED PRODUCTS TO BE PURCHASED KNOX BOXES 1. HINGED DOORS ARE REQUIRED. TAMPER SWITCHES ARE NOT REQUIRED. SOUTH SNOHOMISH COUNTY FIRE AND RESCUE'S REQUIRED KNOX BOXES INCLUDE THE 3200 SERIES. THERE ARE 3 COLORS TO CHOOSE FROM ALONG WITH THE INSTALLATION OPTION OF RECESS VS SURFACE MOUNT. CHOICES FOR THE 3200 SERIES INCLUDE: MODEL 3261-KNOXBOX 3200, SURFACE MOUNT. HINGED DOOR, BLACK MODEL 3263-KNOXBOX 3200, SURFACE MOUNT, HINGED DOOR, ALUMINUM MODEL 3265-KNOXBOX 3200, SURFACE MOUNT, HINGED DOOR, DARK BRONZE MODEL 3270-KNOXBOX 3200, RECESS MOUNT, HINGED DOOR, BLACK MODEL 3272-KNOXBOX 3200. RECESS MOUNT, HINGED DOOR, ALUMINUM MODEL 3274-KNOXBOX 3200, RECESS MOUNT, HINGED DOOR, DARK BRONZE 2. THE 3200 SERIES BOXES ARE REQUIRED FOR MOST BUILDINGS. FOR BUILDINGS REQUIRING A LARGER NUMBER OF KEYS OR MAGNETIC CARDS ETC., A 4400 SERIES BOX MAY BE REQUIRED. CONTACT THE FIRE MARSHAL'S OFFICE WITH QUESTIONS (SEE FOOTNOTE FOR CONTACT INFORMATION), KNOX PADLOCKS MODEL 3781. 3782 OR 3783 1. BELOW IS A PHOTOGRAPH OF LOCK SHANKS LINKED TOGETHER, WHICH IS REQUIRED WHEN MULTIPLE LOCKS ARE NEEDED TO ASSIST DIFFERENT USERS' ACCESS. OTHER MODEL NUMBERS ARE AVAILABLE DEPENDING ON THE LENGTH OF SHANK REQUIRED. KNOX GATE KEY SWITCH MODEL 3511 Pn(' I Or'.KC 1. MODEL 5001 FOR 4" STORZ FDC FITTINGS 2. MODEL 3110 FOR 2.5" THREADED FDC FITTINGS ORDERING INSTRUCTIONS 1. TYPE THIS URL INTO YOUR BROWSER WWW.KNOXBOX.COM/4043 2. THEN SCROLL DOWN TO PRODUCTS 3. SELECT YOUR PRODUCTS 4, FILL OUT INFORMATION AND SUBMIT 5. SOUTH COUNTY FIRE MARSHAL'S OFFICE WILL RECEIVE AN EMAIL FOR FINAL APPROVAL PRIOR TO ALLOWING COMPLETION OF THE PURCHASE. 6. FINISH THE PURCHASE OF THE APPROVED PRODUCT. 7. WHEN PRODUCTS ARRIVE, INSTALL THEM AT LOCATIONS NOTED PREVIOUSLY ON YOUR APPROVED DRAWINGS OR IN THIS STANDARD. PLEASE CALL IF YOU HAVE QUESTIONS (SEE FOOTNOTE FOR CONTACT INFORMATION). 8. ONCE INSTALLED, CALL THE SOUTH COUNTY FIRE MARSHALS OFFICE TO VERIFY AND A FIRE MARSHAL WILL SECURE THE BOX WITH YOUR KEYS INSIDE (SEE FOOTNOTE FOR CONTACT INFORMATION). SOUTH COUNTY FIRE - EMERGENCY ACCESS (KNOX) STANDARD THE INTENT OF THIS GUIDELINE IS TO DEFINE SOUTH COUNTY FIRE'S EMERGENCY ACCESS STANDARD AND TO PROVIDE FOR ITS USE AND MAINTENANCE. THE EMERGENCY ACCESS STANDARD IS DESIGNED TO GIVE AUTHORIZED SOUTH COUNTY FIRE (SCR) PERSONNEL ACCESS TO KEYS FOR THE PROTECTED OCCUPANCY WHETHER VACANT OR OCCUPIED. THIS ALLOWS DEPARTMENT PERSONNEL TO QUICKLY GAIN ACCESS TO BUILDINGS DURING AN EMERGENCY AND PREVENTS THE DAMAGE CAUSED BY FORCIBLE ENTRY. SCF REQUIRES A KEY ACCESS SYSTEM FOR ALL OCCUPANCIES IN WHICH THERE IS A FIRE PROTECTION SYSTEM SUCH AS: SPRINKLERS, FIRE ALARM, SPECIAL PROTECTION SYSTEMS, ETC., OR WHERE ACCESS AND OTHER CONDITIONS ARE DETERMINED TO BE UNDULY DIFFICULT. THIS IS BASED ON THE RATIONALE THAT RAPID AND EFFICIENT EMERGENCY OPERATIONS WILL BENEFIT THE OCCUPANT BY REDUCING PROPERTY DAMAGE. 11. ANY SPRINKLER COMPONENT, DEVICE, PIPING, ETC. THAT IS NO LONGER IN SERVICE OR NOT BEING USED SHALL BE REMOVED. THIS INCLUDES EXCESSIVE BRANCH LINE ARM -OVER PIPING SUPPLYING A SPRINKLER HEAD. 12. FIELD CHANGES IN THE SPRINKLER INSTALLATION FROM THE APPROVED DESIGN/PLAN MUST BE APPROVED BY THE SPRINKLER HOUSING DESIGNER AND ACCEPTED BY THE FIRE CODE OFFICIAL VIA A PERMIT APPLICATION REVISION. 13. EXPOSED INSULATION LOCATED ABOVE SPRINKLER HEADS SHALL BE SUPPORTED BY MINIMUM 24"X24" NON-COMBUSTIBLE ' HOPE WIRE MESH. 14. ALL PLANS AND CALCULATIONS SHALL BE STAMPED WITH A VALID WASHINGTON STATE CERTIFICATE SEAL IDENTIFYING THE we keep hope alive APPROPRIATE LEVEL OF COMPETENCY. 15. ANTI -FREEZE SYSTEMS ARE PROHIBITED. / 2 SPRINKLER RISER ROOMS 1. SPRINKLER RISER ROOMS FOR NFPA 13 AND 13R SYSTEMS SHALL BE LOCATED ON AN OUTSIDE WALL AT GRADE OR AS DESIGNS APPROVED BY THE FIRE CODE OFFICIAL. 2. THE RISER ROOM SHALL CONTAIN ALL SPRINKLER CONTROL VALVES, BACKFLOW ASSEMBLY (UNLESS PROHIBITED BY THE n o r t h w e s t WATER PURVEYOR). FIRE PUMP, IF PROVIDED, AND THE FIRE ALARM CONTROL PANEL(S). NO OTHER USES OR UTILITIES ARCHITECTS INCLUDING STORAGE SHALL BE ALLOWED IN THE RISER ROOM. J001 360.629.3441 3. RISER ROOMS SHALL BE OF A SIZE THAT WILL ALLOW A MINIMUM OF 36" CLEARANCE ALONG THE FRONT OF ALL RISER(S) AND P.O. sox 1270 10031 SR EQUIPMENT AND A MINIMUM OF AT LEAST 18" ON THE THREE REMAINING SIDES OF ALL SPRINKLER RISERS. PUMPS AND Stanwood, W SuiteA 98292 StanW APPURTENANCES. w ww,desil nsnw.com 4. NIA 5. AN ALL-WEATHER RED PLACARD WITH 2" WHITE LETTERING READING "FIRE SPRINKLER CONTROL ROOM" SHALL BE PERMANENTLY AFFIXED TO THE EXTERIOR OF THE RISER ROOM DOOR AT A HEIGHT OF 72", OR AT A LOCATION APPROVED BY THE FIRE CODE OFFICIAL. 6. AN ALL-WEATHER RED PLACARD WITH 2" WHITE LETTERING READING "NO STORAGE" SHALL BE PERMANENTLY AFFIXED TO THE EXTERIOR OF THE RISER ROOM DIRECTLY BELOW THE "FIRE SPRINKLER CONTROL ROOM" SIGN. r c 7. AN ALL-WEATHER RED PLACARD WITH 2" WHITE LETTERING READING "NO STORAGE ALLOWED" SHALL BE PERMANENTLY AFFIXED architecture resource collaborative TO AT LEAST ONE INTERIOR WALL OF THE RISER ROOM IN A READILY VISIBLE LOCATION. 8. A KNOX BRAND BOX SHALL BE INSTALLED ON THE EXTERIOR OF THE RISER ROOM DOOR AND AT THE MAIN ENTRANCE TO ALL BUILDINGS IN ACCORDANCE WITH SCF'S EMERGENCY ACCESS STANDARD. THE BOX SHALL BE INSTALLED AT A HEIGHT OF 60-72". 119 MAIN ST, STE #200 BOXES ARE AVAILABLE AT WWW.KNOXBOX.COM. 9. RISER ROOMS SHALL BE PROVIDED WITH MAP(S) SHOWING WHAT AREAS OF THE BUILDING ARE COVERED BY THE SYSTEM(S). SEATTLE, WA 98104-2579 THESE MAP(S) SHALL INDICATE THE BUILDING LAYOUT, LOCATION OF ALL SPRINKLER ZONES, STANDPIPE OUTLETS, CONTROL (206) 322-3322 VALVES, WATER -FLOW ALARM DEVICES, AND REMOTE DRAINS, ALL MAPS SHALL BE LEGIBLE, EASILY UNDERSTOOD. LAMINATED 2 \ AND PERMANENTLY ATTACHED TO THE WALL IN THE RISER ROOM. NFPA 13 AND 13R SYSTEMS flfl 2. SPRINKLER PROTECTION FOR R1 AND R2 SHALL BE PROVIDED TO ALL EXTERIOR BALCONIES, DECKS, EXTERIOR EGRESS PATHS. 5 n RED AND GROUND FLOOR PATIOS PROVIDED THERE IS A ROOF OR DECK ABOVE. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTORS ARE WITH 1 INCH TO 6 INCHES BELOW THE STRUCTURAL MEMBERS AND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION. 3. NIA (SPRINKLER PROTECTION SHALL BE EXTENDED TO COMBUSTIBLE ATTICS OF R1 AND R2 OCCUPANCIES GREATER THAN DAME A• N THREE FLOORS IN HEIGHT.) Q+�``@�{ 4. NIA R W FIRE DEPARTMENT CONNECTIONS 1. SHALL BE INSTALLED REMOTE FROM THE BUILDING OR AS APPROVED BY THE FIRE CODE OFFICIAL. 2. LOCATED OUT OF THE COLLAPSE ZONE, OR AS APPROVED BY THE FIRE CODE OFFICIAL. 3. IN AN APPROVED LOCATION ALONG A PUBLIC STREET OR FIRE APPARATUS ACCESS ROAD. 4. LOCATED WITHIN 50' OF A FIRE HYDRANT. 5. SHALL BE EQUIPPED WITH A 4" STORZ ADAPTER AND A 30I120-DEGREE DOWNTURN. 6. BE PAINTED RED AND LABELED WITH THE BUILDING ADDRESS. PARTIAL SYSTEMS SHALL INDICATE THE AREA COVERED BY THE SYSTEM. 7. BE PROVIDED WITH ADDITIONAL SIGNAGE AS REQUIRED BY NFPA 13, TESTING MAINTENANCE 1. TESTING OF FIRE SPRINKLER SYSTEMS, FIRE PUMPS, STANDPIPES. SUPPRESSION SYSTEMS AND ASSOCIATED COMPONENTSIEQUIPMENT SHALL BE IN ACCORDANCE WITH THE APPROPRIATE NFPA STANDARD. 2. SERVICE PROVIDERS HIRED BY THE BUILDING OWNER ARE RESPONSIBLE FOR ELECTRONICALLY SUBMITTING COMPLETED ANNUAL CONFIDENCE TEST REPORTS OF SPRINKLER SYSTEMS, FIRE PUMPS, SUPPRESSION SYSTEMS, AND STANDPIPES TO THE APPROPRIATE FIRE PREVENTION OFFICES' ONLINE REPORTING SYSTEM WITHIN 14 DAYS OF THE COMPLETED INSPECTION. KNOX BRAND PRODUCTS ARE THE ONLY APPROVED KEY ACCESS SYSTEM FOR SOUTH COUNTY FIRE'S AREA OF RESPONSE, INCLUDING THE CITIES OF BRIER, EDMONDS. LYNNWOOD AND MOUNTLAKE TERRACE. SOUTH COUNTY FIRE'S EMERGENCY ACCESS STANDARD INCLUDES KNOX KEY BOXES, KNOX PADLOCKS, AND KNOX KEY SWITCHES. IN THIS PROCEDURE THE TERM KNOX BOX MAY REFER TO ANY OF THE THREE TYPES OF KNOX PRODUCTS LISTED ABOVE, EMERGENCY ACCESS REQUIREMENTS: A KNOX BOX SHALL BE PROVIDED AT THE MAIN ENTRANCE OF BUILDINGS WITH INTERIOR COMMON AREAS. AN ADDITIONAL KNOX BOX SHALL BE PROVIDED AT THE EXTERIOR ENTRANCE TO SPRINKLER RISER/FIRE ALARM CONTROL PANEL (FACP) ROOMS AND OTHER LOCATIONS DEEMED NECESSARY FOR BUILDING ACCESS, ONCE THE KNOX BOXES ARE RECEIVED, IT IS RECOMMENDED THAT THE CONTRACTOR/OWNER DISCUSS BOX PLACEMENT APPROVAL WITH A DEPUTY FIRE MARSHAL. TYPICALLY BOXES ARE LOCATED TO THE RIGHT OF THE MAIN ENTRANCE DOOR AND/OR FACP/FIRE RISER ROOM DOOR. BOXES WILL BE PLACED 5-6' ABOVE FINISHED GRADE. BUILDING OWNERS SHALL PROVIDE THE FOLLOWING KEYS DEPENDING ON THE REQUIREMENTS DETERMINED FOR THE PREMISES, AND MAY INCLUDE: 1. MAIN ENTRANCE (OR MASTER) 2. INTERIOR ACCESS (IF NO MASTER) 3. FIRE SPRINKLER RISER ROOM/FIRE ALARM CONTROL PANEL ACCESS 4. ELECTRICAL, MECHANICAL. AND ELEVATOR ROOMS 5. FIRE ALARM CONTROL PANEUMANUAL PULL STATIONS 6. ELECTRONIC/MAGNETIC KEY CARDS ON MULTIPLE -STORIED AND LARGER BUILDINGS. ADDITIONAL KEYS MAY BE NECESSARY, FOR INSTANCE, PROVIDING ROOF HATCH ACCESS OR. SETS OF KEYS ANTICIPATED FOR MULTIPLE FIREFIGHTING CREWS, THE BUILDING OWNERICONTRACTOR SHOULD CONTACT THE FIRE PREVENTION OFFICE TO DISCUSS THE REQUIRED KNOX BOX(ES) FOR THEIR BUILDING/COMPLEX OR SITUATION. THE OWNER,/CONTRACTOR WILL USE THE ONLINE ORDERING SYSTEM AT WWW.KNOXBOX.COM TO ORDER KNOX BOXES. A MORE DETAILED GUIDE FOR ORDERING IS AVAILABLE FROM THE FIRE PREVENTION OFFICE. SOUTH COUNTY FIRE'S REQUIRED KNOX BOXES INCLUDE THE 3200 SERIES BOXES WITH HINGE. FOR FACILITIES REQUIRING A LARGER NUMBER OF KEYS OR MAGNETIC CARDS ETC, A 4400 SERIES BOX MAY BE REQUIRED. GATES ACROSS FIRE DEPARTMENT ACCESS ROADS - N/A FIRE DEPARTMENT CONNECTION (FDC) ACCESS LOCKING CAPS ARE NOT REQUIRED FOR NEW OR EXISTING CONSTRUCTION. BUT MAY BE REQUIRED WHERE PROBLEMS OF THEFT AND/OR VANDALISM OCCUR. CONTACT THE FIRE PREVENTION OFFICE FOR MORE INFORMATION. SOUTH COUNTY FIRE - FIRE ALARM AND DETECTION STANDARD THE INFORMATION CONTAINED WITHIN THIS DOCUMENT DETAILS THE LOCAL AMENDMENTS TO THE INTERNATIONAL FIRE AND BUILDING CODES, NFPA 72. NFPA 70, WASHINGTON ADMINISTRATIVE CODE AND THE REVISED CODE OF WASHINGTON. THE MOST SPECIFIC AND/OR RESTRICTIVE PROVISION SHALL APPLY IF CONFLICTS OCCUR BETWEEN THE REQUIREMENTS FOUND IN THESE DOCUMENTS. AS DETERMINED BY THE FIRE MARSHAL. NOTHING IN THIS DOCUMENT SHALL PREVENT THE FIRE CODE OFFICIAL FROM MODIFYING THESE REQUIREMENTS AS NECESSARY, BASED ON CIRCUMSTANCES, TO PROVIDE AN ACCEPTABLE LEVEL OF PROTECTION. DESIGN AND INSTALLATION 1. WHEN A BUILDING IS REQUIRED TO BE EQUIPPED WITH A FIRE ALARM SYSTEM, THE SYSTEM SHALL PROVIDE PROTECTION THROUGHOUT THE STRUCTURE OR AS APPROVED BY THE FIRE CODE OFFICIAL. 2. ALL FIRE ALARM DESIGNERS SHALL PROVIDE ACCEPTABLE PROOF OF COMPETENCE. THIS SHALL BE ONE OF THE FOLLOWING: A VALID STATE OF WASHINGTON PROFESSIONAL ELECTRICAL, OR FIRE PROTECTION ENGINEER'S LICENSE, A VALID NICET III, OR IV CERTIFICATION FOR FIRE ALARM SYSTEMS, OR A ESA/NTS CERTIFIED FIRE ALARM DESIGNER (CFAD) LEVEL III. 3. FIRE ALARM SYSTEMS SHALL BE INSTALLED AND MAINTAINED BY TRAINED AND QUALIFIED FIRE ALARM TECHNICIANS. ALL TECHNICIANS SHALL BE LICENSED BY THE STATE OF WASHINGTON AND BE NICET II CERTIFIED. ALL ALARM COMPANIES AND CENTRAL STATIONS SHALL HAVE A CURRENT CITY BUSINESS LICENSE. 4. EACH INITIATION DEVICE SHALL REPORT TO THE FIRE ALARM CONTROL PANEL (FACP) INDEPENDENTLY VIA A SEPARATE ZONE (IDC) ON CONVENTIONAL SYSTEMS OR BY INDIVIDUAL ADDRESS (SLC) ON ADDRESSABLE SYSTEMS. 5. SYSTEMS OUT OF SERVICE - FOR THE FIRST 48 HOURS, THE OWNER MAY PROVIDE A COMPETENT ADULT TO SERVE AS A FIRE WATCH (IMPLEMENT PER SOUTH COUNTY FIRE 'FIRE WATCH' PROCEEDURES AND INFORMATION). AFTER THE INITIAL 48 HOURS, THE FIRE WATCH MUST BE PROVIDED BY A LICENSED AND BONDED PRIVATE SECURITY COMPANY UNTIL THE SYSTEM IS RETURNED TO FULL SERVICE. THE OWNER MUST FURNISH THE FIRE MARSHAL WITH THE NAME AND CONTACT INFORMATION OF THE COMPETENT ADULT AND/OR SECURITY COMPANY WITHIN EIGHT HOURS OF IMPLEMENTING A FIRE WATCH. N 0 00 Uj am Cn 0 O Fm ❑ Z i z 0 Q LU W C� J z LU U) I- Fm W W U) cf) LL VQ= H- O Ja 00 N L0 ULI 00 T_ CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # F Date Description 2 01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MOVIla►111.1 FIRE CODE NOTES SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 6 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 6. ACCEPTANCE TESTING - UPON COMPLETION OF WORK ON A NEW OR MODIFIED FIRE ALARM SYSTEM, IT SHALL BE PRE -TESTED BY THE INSTALLING TECHNICIAN AND AN ACCEPTANCE TEST SHALL BE PERFORMED IN THE PRESENCE OF FIRE PREVENTION PERSONNEL. THE REQUEST FOR THE ACCEPTANCE TEST SHALL BE MADE VIA THE CITY'S ONLINE PERMIT REQUEST SYSTEM WITHIN 24 HOURS AFTER THE COMPLETION OF THE WORK (OR WILL BE SUBJECT TO A $75.00/DAY FINE). 'CITY OF LYNNWOOD ONLY 7. MONITORING - ALL FIRE ALARM SYSTEMS, FIRE DETECTION SYSTEMS, OR SPRINKLER SYSTEMS SHALL BE MONITORED BY A UL- LISTED, CENTRAL STATION FROM SCF'S APPROVED CENTRAL STATION LIST. MONITORING BY OTHER CENTRAL STATIONS IS NOT ALLOWED. THE CENTRAL STATION MONITORING THE FIRE ALARM SYSTEM SHALL ADVISE THE FIRE MARSHAL'S OFFICE IN WRITING OF ANY DISCONNECTION OF MONITORING A MINIMUM OF 10 DAYS PRIOR TO THE CANCELLATION. SYSTEMS OUT OF SERVICE AND UNRESOLVED FIRE ALARMS FOR MORE THAN 24 HOURS SHALL BE REPORTED TO THE FIRE MARSHAL'S OFFICE. 8. FIRE ALARM SYSTEM COMMUNICATORS - ALL FIRE ALARM SYSTEM COMMUNICATORS SHALL BE SUPERVISED BY THE FACP, 9. FIRE ALARM CONTROL PANELS (FACPS) - A. FACPS SHALL COMPLY WITH THE PROVISIONS OF NFPA 72 AND THIS STANDARD. ONLY FIRE ALARM COMPONENTS SHALL BE CONNECTED TO THE FIRE ALARM CONTROL PANEL. A. B. THERE SHALL BE ONLY ONE FACP ALLOWED PER BUILDING UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. B. C. SYSTEMS AND THEIR COMPONENTS SHALL BE LISTED AND APPROVED FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED. C. D. ALL NEW FIRE ALARM SYSTEMS SHALL BE ADDRESSABLE.. AND EACH DEVICE SHALL HAVE ITS OWN ADDRESS THAT SHALL ANNUNCIATE TO AN APPROVED CENTRAL STATION. D. E. FIRE ALARM COMMUNICATION METHODS - ALL MEANS OF COMMUNICATION BETWEEN THE FACP AND THE CENTRAL STATION SHALL BE OF A METHOD APPROVED BY THE FIRE MARSHAL AND BE PROVIDED WITH A MINIMUM OF 24 HOURS STANDBY POWER, ONLY COMPONENTS THAT ARE SERVICEABLE BY A FIRE ALARM TECHNICIAN SHALL BE PART OF THE MEANS OF COMMUNICATION LOCATED ON THE PROTECTED PREMISES. THE FIRE MARSHAL SHALL MAINTAIN A LIST OF APPROVED COMMUNICATION MEANS. 10. RATE OF RISE HEAT DETECTORS SHALL BE USED IN ALL LOCATIONS, EXCEPT WHERE THEY WOULD INITIATE FALSE ALARMS. IN THESE INSTANCES, FIXED TEMPERATURE DETECTORS OR OTHER DEVICES MAY BE APPROVED. PULL STATIONS (1) ARE ONLY ALLOWED AT THE FACP. 11. THE INSTALLATIONIUPGRADE OF A FACP SHALL REQUIRE ALL FIRE ALARM COMPONENTS TO MEET CURRENT FIRE ALARM STANDARDS. EXCEPTION: FACP REPLACEMENT OF THE SAME MAKE AND MODEL AS THE EXISTING PANEL WILL BE CONSIDERED AS A REPAIR. 12. ALL FIRE ALARM COMPONENTS SHALL BE UL LISTED FOR THEIR INTENDED USE. NO ONE SHALL PERFORM ANY MODIFICATIONS THAT WOULD VOID THE UL LISTING. 13, DETECTION SHALL BE PROVIDED IN ALL R1 AND R2 BUILDINGS WITH COMMON HALLWAYS AND AT THE TOP OF STAIRWAYS. 14. NOTIFICATION DEVICES SHALL BE INSTALLED IN EXISTING BUILDINGS/SUITES AS TO PROVIDE AUDIBILITY AND!OR VISIBILITY AS REQUIRED AT THE TIME OF A TENANT IMPROVEMENT, FACP INSTALLATION/ REPLACEMENT/UPGRADE, OR A CHANGE OF USE. IN ADDITION. AT LEAST ONE A/V DEVICE SHALL BE INSTALLED ON THE EXTERIOR OF THE BUILDING FACING FIRE DEPARTMENT ARRIVAL. 15. SMOKE DETECTORS AND HEAT DETECTORS (SHUNT TRIP) SHALL BE INSTALLED AT THE TOP OF ELEVATOR SHAFTS AND IN ELEVATOR MACHINE ROOMS. SHUNT TRIP HEAT DETECTORS SHALL BE SUPERVISED BY THE FACP FOR INTEGRITY. 16. A MINIMUM OF 24 HOURS OF SECONDARY POWER SHALL BE PROVIDED FOR ALL FIRE ALARM CONTROL PANELS, NAC POWER SUPPLIES. TRANSMITTERS, COMMUNICATORS, ETC, 17. THE MEANS OF COMMUNICATION BETWEEN THE FACP AND CENTRAL STATION SHALL BE APPROVED BY THE FIRE CODE OFFICIAL AND BE SERVICEABLE BY THE FIRE ALARM TECHNICIAN. 18. FACPS AND APPROPRIATE PERIPHERALS SHALL MEET THE REQUIREMENTS IN UL864 STANDARDS WITH THE EXCEPTION THAT ANY NEW PANEL THAT HAS THE CAPABILITY TO CONNECT SECURITY SYSTEM DEVICES SHALL NOT BE ALLOWED. 19. DUCT SMOKE DETECTORS SHALL BE CONNECTED TO THE FACP AND REPORT AS A SUPERVISORY SIGNAL. 20, ALL NEW FACPS SHALL BE INSTALLED IN THE FIRE RISER ROOM AND HAVE SIGNAGE STATING "FIRE ALARM" OR "FIRE ALARM CONTROL PANEL" AFFIXED TO THE OUTSIDE OF THE DOOR. SIGNS SHALL BE RED, WITH 2" WHITE LETTERS. 21. AN APPROVED KNOX KEY BOX IS REQUIRED TO ACCESS FACPS AND CAN BE ORDERED AT WWW.KNOXBOX.COM. 22. FACPS SHALL BE LOCATED SO AS TO BE READILY ACCESSIBLE TO FIRE DEPARTMENT PERSONNEL. ALL RESET PROCEDURES SHALL MEET THE APPROVAL OF THE FIRE CODE OFFICIAL. TESTING AND MAINTENANCE 1. UPON COMPLETION OF A NEW OR MODIFIED FIRE ALARM SYSTEM, IT SHALL BE PRE -TESTED BY THE INSTALLING TECHNICIAN AND AN ACCEPTANCE TEST SHALL BE PERFORMED IN THE PRESENCE OF FIRE PREVENTION PERSONNEL. THE REQUEST FOR THE ACCEPTANCE TEST SHALL BE MADE VIA THE CITY'S INSPECTION REQUEST SYSTEM WITHIN 24-HOURS AFTER COMPLETION OF WORK (OR BE SUBJECT TO A $75.00 FINE). 'CITY OF LYNNWOOD ONLY 2. ALL FIRE ALARM SYSTEMS SHALL BE TESTED AND MAINTAINED AS PER NFPA 72. ANNUAL CONFIDENCE TESTS SHALL BE PERFORMED BY A STATE L CENSED AND NICET II CERTIFIED TECHNICIAN, 0R ESA/NTSCERTIFIED ALARM TECHNICIAN (C FAT ) LEVEL II IN FIRE ALARMS. IT SHALL BE THE RESPONSIBILITY OF THE BUILDING OWNER TO ENSURE THEIR CONTRACTED FIRE ALARM SERVICE COMPANY SUBMITS ALL FIRE ALARM CONFIDENCE TEST REPORTED TO THE DESIGNATED SERVICE VENDOR (WWW.TEGRISINC.COM) FOR REVIEW WITHIN 14 DAYS OF COMPLETION. HAVE ACCESS TO ALL AREAS OF PREVIOUS HOT WORK. MORE THAN ONE FIRE WATCH MAY BE REQUIRED FOR LARGE OR MULTI- LEVELSTRUCTURES. 4. FAILURE TO COMPLY WITH THESE REQUIREMENTS MAY RESULT IN AN IMMEDIATE STOP WORK ORDER UNTIL A RE -INSPECTION IS PERFORMED, AND THE SITE HAS BEEN DEEMED COMPLIANT. ROOFING OPERATIONS 1. SEE SECTIONS 303 AND 3317 OF THE 2015 INTERNATIONAL FIRE CODE. A. ASPHALT KETTLES SHALL BE LOCATED A MINIMUM OF 20 FEET FROM ANY COMBUSTIBLE BUILDING SURFACE, BUILDING OPENING, OR COMBUSTIBLE MATERIAL (INCLUDING TAR BALES). B. A PERIMETER BARRIER SHALL BE ERECTED TO FORM A MINIMUM 20-FOOT CLEAR ZONE FROM ALL SIDES OF THE ASPHALT KETTLE. THIS CLEAR ZONE IS TO BE IDENTIFIED BY THE PLACEMENT OF BARRIER TAPED ATTACHED TO TRAFFIC CONES OR OTHER STATIONARY OBJECTS. C. PLACEMENT OF THE KETTLE OR PERIMETER BARRIER SHALL NOT IMPEDE ACCESS TO OR EGRESS FROM THE BUILDING/PROPERTY OR IMPINGE ON THE WIDTH OF THE FIRE LANE WITHOUT APPROVAL FROM THE FIRE MARSHAL. D. FUEL CONTAINERS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM THE KETTLE AND BE SECURED AND PROTECTED FROM VEHICULAR DAMAGE. E. ONE DESIGNATED ATTENDANT. KNOWLEDGEABLE IN THE OPERATION AND SAFETY PROCEDURES OF THE ASPHALT KETTLE SHALL BE WITHIN 100 FEET OF THE KETTLE (ON THE SAME LEVEL) AND HAVE THE KETTLE CONSTANTLY IN VIEW DURING ITS OPERATION. F. A MINIMUM OF ON (1) 40-B: C FIRE EXTINGUISHER SHALL BE LOCATED WITHIN 25 FEET OF EACH ASPHALT KETTLE WHILE IT IS IN OPERATION. G. A MINIMUM OF ONE (1) 3A-40-B: C FIRE EXTINGUISHER SHALL BE LOCATED ON THE ROOF. - FIRE EXTINGUISHER(S) SHALL BE LOCATED SO ONE IS WITHIN 75 FEET OF TRAVEL DISTANCE FROM ANY AREA OF WORK. H. ALL ROOFING KETTLES SHALL BE EQUIPPED WITH AN OPERATIONAL TIGHT -FITTING LID, CUTTING/WELDING 1. SEE CHAPTER 35 OF THE 2015 INTERNATIONAL FIRE CODE. CUTTING/WELDING INCLUDES. BUT IS NOT LIMITED TO: A. ELECTRIC OR GAS WELDING B. CUTTING OR GRINDING THAT CREATES SPARKS OR EMBERS: OR C. SIMILAR ACTIVITIES 2. THE PERSON RESPONSIBLE FOR THE HOT WORK AREA SHALL PERFORM A PRE -WORK INSPECTION TO IDENTIFY AND REMOVE OR ADEQUATELY PROTECT ANY COMBUSTIBLES, CHECK ALL EQUIPMENT FOR GOOD REPAIR AND OPERATING CONDITION. AND ASSURE THAT APPROVED ACTIONS HAVE BEEN TAKEN TO PREVENT ACCIDENTAL ACTIVATION OF SUPPRESSION AND DETECTION EQUIPMENT, 3. A "PRE -HOT WORK CHECK REPORT" FORM SHALL BE COMPLETED. POSTED WITH THE HOT WORK PERMIT, AND MAINTAINED ON SITE FOR A MINIMUM OF 48 HOURS AFTER WORK IS COMPLETED. 4. A DEDICATED FIRE WATCH SHALL BE PROVIDED DURING ALL HOT WORK ACTIVITIES AND FOR A MINIMUM OF 30 MINUTES AFTERWARDS, WORK AREAS THAT CONTAIN A HORIZONTAL OR VERTICAL VISUAL OBSTRUCTION THAT PROHIBITS A SINGLE INDIVIDUAL FROM OBSERVING THE ENTIRE AREA SHALL REQUIRE ADDITIONAL PERSONNEL. 5. EACH FIRE WATCH SHALL HAVE A MINIMUM 2A:20-B: C FIRE EXTINGUISHER AVAILABLE WITHIN 30 FEET OF ANY HOT WORK ACTIVITY. 6. CUTTING/WELDING SHALL NOT BE PERFORMED IN AN EXISTING BUILDING IF THE FIRE SPRINKLER SYSTEM IS IMPAIRED. 7. WARNING SIGNS STATING "CAUTION: HOT WORK IN PROGRESS. STAY CLEAR," SHALL BE PROVIDED IF THE HOT WORK AREA IS ACCESSIBLE TO ANYONE OTHER THAN THE PERSON(S) CONDUCTING THE WORK. 8. OPENINGS OR CRACKS IN WALLS, FLOORS. DUCTS. SHAFTS. AND OTHER SIMILAR AREAS SHALL BE SEALED OR PROTECTED TO PREVENT SPARKS FROM REACHING COMBUSTIBLE BUILDING COMPONENTS. 3. MAINTENANCE AND REPAIR ARE THE RESPONSIBILITY OF THE BUILDING OWNER. FIRE ALARM SYSTEMS SHALL ALWAYS BE KEPT OPERATIONAL. TROUBLE CONDITIONS SHALL BE CORRECTED OR RESOLVED WITHIN 24 HOURS. NOTIFICATION SHALL BE IN WRITING AND SHALL BE THE RESPONSIBILITY OF THE CENTRAL STATION. SOUTH COUNTY FIRE - FIRE SAFETY DURING CONSTRUCTION STANDARD lti'ATER SUPPLY FOR FIRE PROTECTION • AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE SITE. (3312.1) • ANY HYDRANT NOT IN SERVICE SHALL BE BAGGED WITH BLACK PLASTIC AND SECURED AGAINST REMOVAL. • THE FIRE INSPECTOR SHALL BE NOTIFIED 48 HOURS PRIOR TO ANY SHUT DOWN OF NEARBY WATER SOURCES OR ROADWAYS FIRE REPORTING • THE SITE ADDRESS AND FIRE DEPARTMENT EMERGENCY TELEPHONE NUMBER SHALL BE POSTED AT THE MAIN ENTRANCE TO THE SITE, IN GUARD SHACKS AND IN THE CONSTRUCTION SITE OFFICE (3309.1) FIRE DEPARTMENT ACCESS • THE SITE ADDRESS AND FIRE DEPARTMENT EMERGENCY TELEPHONE NUMBER SHALL BE POSTED AT THE MAIN ENTRANCE TO THE SITE, IN GUARD SHACKS AND IN THE CONSTRUCTION SITE OFFICE (3309.1). ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH 12.7 MM). • MANUALLY OPERATED GATES SHALL BE PROVIDED WITH A KNOX BRAND PADLOCK. • ELECTRONICALLY OPERATED GATES SHALL BE PROVIDED WITH AN OPTICOM RECEIVER AND KNOX KEY SWITCH • POINTS OF EMERGENCY VEHICLE ACCESS SHALL BE DESIGNATED WITH SIGNAGE, MINIMUM 24" BY 36", RED BACKGROUND WITH MINIMUM 4" TALL WHITE LETTERING STATING "FIRE DEPARTMENT ACCESS" • ADDRESS NUMBERS SHALL BE VISIBLE FROM THE STREET AND LOCATED AT THE DESIGNATED FIRE ACCESS POINTS • APPROVED VEHICLE ACCESS FOR FIREFIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. (3310.1). EGRESS • WHERE BUILDING CONSTRUCTION EXCEEDS 40 FEET IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, A TEMPORARY OR PERMANENT STAIRWAY SHALL BE PROVIDED. AS CONSTRUCTION PROGRESSES. SUCH STAIRWAY SHALL BE EXTENDED TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. FIRE PROTECTION • N/A (NFPA 14 STANDPIPE SYSTEMS N/A DUE TO R-2, 3 STORIES, LEVEL 3 FF < 30', IBC SECTION 905.3) - IN BUILDINGS REQUIRED TO HAVE STANDPIPES NOT LESS THAN ONE STANDPIPE SHALL BE PROVIDED FOR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED PRIOR TO CONSTRUCTION EXCEEDING 40 FEET IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPES SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT LOCATIONS ADJACENT TO STAIRWAYS. AS CONSTRUCTION PROGRESSES, SUCH STANDPIPES SHALL BE EXTENDED TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. (3313.1). • FIRE DEPARTMENT CONNECTIONS SHALL BE DESIGNATED WITH SIGNAGE, MINIMUM 24" BY 24", RED BACKGROUND WITH MINIMUM 6" TALL WHITE LETTERING STATING "FDC." • PORTABLE EXTINGUISHERS • PORTABLE FIRE EXTINGUISHERS WITH AT LEAST 2A:10BC RATING SHALL BE PROVIDED. AT EACH STAIRWAY ON ALL FLOOR LEVELS. IN EVERY STORAGE AND CONSTRUCTION SHED. WHERE SPECIAL HAZARDS EXIST INCLUDING THE STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. FIRE PREVENTION PROGRAM • THE OWNER SHALL DESIGNATE A PERSON TO BE THE FIRE PREVENTION PROGRAM SUPERINTENDENT WHO SHALL BE RESPONSIBLE FOR THE FIRE PREVENTION PROGRAM AND ENSURE THAT IT IS CARRIED OUT THROUGH COMPLETION OF THE PROJECT. • THE FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL DEVELOP AND MAINTAIN AN APPROVED PRE -FIRE PLAN. • THE FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL DETERMINE THAT ALL FIRE PROTECTION EQUIPMENT IS MAINTAINED AND SERVICED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE. THE QUANTITY AND TYPE OF FIRE PROTECTION HOUSING EQUIPMENT SHALL BE APPROVED. FIRE PROTECTION EQUIPMENT SHALL BE INSPECTED IN ACCORDANCE WITH THE FIRE PROTECTION PROGRAM. HOPE • THE FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL BE RESPONSIBLE FOR SUPERVISING THE PERMIT SYSTEM FOR HOT WORK OPERATIONS IN ACCORDANCE WITH CHAPTER 35. we keep hope alive FIRE WATCH • A FIRE WATCH SHALL BE PROVIDED DURING NONWORKING HOURS FOR NEW CONSTRUCTION EXCEEDING 40 FEET IN HEIGHT ABOVE LOWEST ADJACENT GRADE (3304.5.1). • TRAINED PERSONNEL SHALL BE PROVIDED TO SERVE AS AN ON -SITE FIRE WATCH. THE COMBINATION OF FIRE WATCH DUTIES AND SITE SECURITY DUTIES IS ACCEPTABLE, FIRE WATCH PERSONNEL SHALL BE TRAINED IN THE USE OF PORTABLE FIRE DESIGNS EXTINGUISHERS. (3304.5.2). n O r t h W e S t • THE FIRE WATCH PERSONNEL SHALL KEEP A RECORD OF ALL TIME PERIODS OF DUTY. INCLUDING A LOG ENTRY EACH TIME THE SITE WAS PATROLLED AND EACH TIME A STRUCTURE UNDER CONSTRUCTION WAS ENTERED AND INSPECTED. THE RECORDS ARCHITECTS AND LOG ENTRIES SHALL BE MADE AVAILABLE FOR REVIEW BY THE FIRE CODE OFFICIAL UPON REQUEST. (3304.5.3). 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B FLAMMABLE AND COMBUSTIBLE LIQUIDS Stanwood, `w..d sijn nw m • SHALL BE KEPT IN CLOSED CONTAINERS, OF NOT MORE THAN 5 GALLONS CAPACITY, HAVING A FLASH ARRESTING SCREEN, SPRING -CLOSING LID AND SPOUT COVER AND SO DESIGNED THAT IT WILL SAFELY RELIEVE INTERNAL PRESSURE WHEN SUBJECTED TO FIRE EXPOSURE. (3305.5) (OSHA, 29 CFR 1926.155(I). HOT WORK • OPERATIONAL PERMITS ARE REQUIRED. OBTAIN A PERMIT FROM THE APPROPRIATE CITY BUILDING DEPARTMENT. r c • OPERATIONS SHALL COMPLY WITH IFC CHAPTER 35 AND THE SOUTH COUNTY FIRE HOT WORK STANDARD. architecture resource collaborative WASTE MATERIALS • COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL NOT BE ACCUMULATED WITHIN BUILDINGS. (3304.2.2). • COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL BE REMOVED FROM BUILDINGS AT THE END OF EACH SHIFT OF WORK. (3304.2.3). • RUBBISH CONTAINERS WITH A CAPACITY EXCEEDING 5.33 CUBIC FEET (40 GALLONS) SHALL HAVE TIGHTFITTING OR SELF - CLOSING LIDS. SUCH RUBBISH CONTAINERS SHALL BE CONSTRUCTED ENTIRELY OF NONCOMBUSTIBLE MATERIALS (3304.2.3). • MATERIALS SUSCEPTIBLE TO SPONTANEOUS IGNITION, SUCH AS OILY RAGS, SHALL BE STORED IN A LISTED DISPOSAL CONTAINER (3304.2.4). • BURNING OF CONSTRUCTION DEBRIS, RUBBISH AND WASTE IS PROHIBITED, TEMPORARY HEATING EQUIPMENT • TEMPORARY HEATING DEVICES SHALL BE LISTED AND LABELED. THE INSTALLATION. MAINTENANCE AND USE OF TEMPORARY HEATING DEVICES SHALL BE IN ACCORDANCE WITH THE LISTING AND THE MANUFACTURER'S INSTRUCTIONS. • REFUELING OPERATIONS FOR LIQUID -FUELED EQUIPMENT OR APPLIANCES SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 5705, THE EQUIPMENT OR APPLIANCE SHALL BE ALLOWED TO COOL PRIOR TO REFUELING. • CLEARANCE TO COMBUSTIBLES FROM TEMPORARY HEATING DEVICES SHALL BE MAINTAINED IN ACCORDANCE WITH THE LABELED EQUIPMENT. WHEN IN OPERATION, TEMPORARY HEATING DEVICES SHALL BE FIXED IN PLACE AND PROTECTED FROM DAMAGE. DISLODGEMENT OR OVERTURNING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. DEFFERED SUBMITALS • NO INSTALLATIONIWORK ON FIRE SYSTEMS WITHOUT APPROVED PLANS. INSPECTIONS • CALL FOR FIRE INSPECTION PRIOR TO DELIVERY OF COMBUSTIBLES ON TO THE SITE. SOUTH COUNTY FIRE - HOT WORKS STANDARD GENERAL 1. A SITE -SPECIFIC SAFETY PLAN SHALL BE DEVELOPED IF REQUESTED BY THE FIRE MARSHAL. 2. FIRE EXTINGUISHER(S) SHALL BE IN READY CONDITION AND MUST HAVE BEEN SERVICED WITHIN THE PAST 12 MONTHS WITH A SERVICE TAG ATTACHED. ACCESS PATHS TO FIRE EXTINGUISHER(S) SHALL NOT INCLUDE LADDERS, STAIRS, OR ADJACENT BUILDING LEVELS. 3. A DEDICATED FIRE WATCH SHALL CONTINUE FOR A MINIMUM OF 30 MINUTES AFTER THE CONCLUSION OF WORK. THE INDIVIDUAL ASSIGNED AS FIRE WATCH SHALL HAVE TELEPHONE COMMUNICATIONS, BE CAPABLE OF OPERATING A FIRE EXTINGUISHER. AND 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 Uj m am Cn 0 O Fm z0 i z 0 LLJ LU C� J z LUj) I- Fm LU cf) LL w M U) VQ= H O Ja 00 N L0 W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MOVIla►111.1 FIRE CODE NOTES SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 7 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 32min 32m1n 1' 2' 34' 5' 6' GENERAL ACCESSIBILITY NOTES: NOTES: 815 815 HOUSING 1. SIGNAGE FOR ACCESSIBLE 11 39-41 ELEMENTS PER IBC 1110. 1. REFER TO CIVIL AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON ' 990-1040 1' SITE IMPROVEMENTS, ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. HOPE 54min E is 36 min �' (b)slldbgDoor 2. COLOR PER IBC STATE 12 max 1370 no v 915 12 min AMENDMENTS 1101.2.9 (WAC we keep hope alive 305 24 min 305 51-50 1101.2.9). 2. REFER TO FLOOR PLANS, DOOR SCHEDULE AND TYPES, WINDOW TYPES, AND P P 42 min 610 2' (WHITE ON BLUE BACKGROUND). EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 1065 3. SYMBOL PER ICC/ANSI Al 17.1 2 (a) Hinged Door SECTION 703.6.3.1. D G I I R S U C Y T T I I 4. SIGNAGE CONSTRUCTION & REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS AND ICC ANSI Al 17.1 Section 609.4 3 DETAILS PER ICC/ANSI AII7.1 ,n I Ez--* �2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES,DESIGNS 85SECTION 703. 2 E R O A E O E, P H F A L, E / R A E I E ACOMPLY WITH THIS CODE. THESE DETAILS ARE SHOWN FOR THE CONTRACTOR'S northwe s t Goj 4' CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. ARCHITECTS 915 Ile 00 (c) Folding Door 360. 629.3441 (d) Doorways without Doom 4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO P.O. Bo: 1220 10031 SR 532, Suite B ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENTs wn 9g292 . FIg.404.2.2 5 www.dw.designsnw.com Fig. 604.5.1 Fig. 6D4.5.2 Clear Width of Doorways Side Wall Grab Bar for Water Closet Rear Wall Grab Bar for Water Closet 3" WIDE PAINT STRIPE TRAFFIC Table 404.2.3.1-Maneuvering Clearances at Manual Swinging Doors LINE, WHITE ON 6' X 6' BLUE 5. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED. MOUNT DISCHARGE AND 6' BACKGROUND CONTROLS AS SHOWN FOR ACCESSIBILITY AND INSTALL PER MANUFACTURER 153/4 TYPE OF USE MINIMUM MANEUVERING CLEARANCES RECOMMENDATIONS. 400 Fig 703 3 Approach Door Side Perpendicular to Doorway Parallel to Doorway (beyond latch 1 6. INSULATE HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES AND SINKS TO Direction unless noted) International Symbol of CONFORM TO ACCESSIBILITY REQUIREMENTS OF THIS CODE. r c From front Pull 60 inches (1525 mm) 18 inches (455 mm) architecture resource collaborative From front Push 48 inches 1220 mm 0 inches 0 mm)3 Accessibility 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE CD From hinge side Pull 60 inches (1525 mm) 36 inches (915 mm) STANDARDS AND DETAILS SHOWN, AS WELL AS WITH CURRENT STATE AND LOCAL a= � From hinge side Pull 54 inches (1370 mm) 42 inches (1065 mm) ACCESSIBLE SYMBOL ACCESSIBILITY STANDARDS. 119 MAIN ST, STE #200 N n From hinge side Push 42 inches 1065 mm' 22 inches 560 mm a&d 21 SEATTLE, WA 98104-2579 From latch side Pull 48 inches (1220 mm)2 24 inches (610 mm) SCALE: N.T.S. II (206) 322-3322 I From latch side Push 42 inches (1065 mm)2 24 inches (610 mm) :l 'Add 6 inches (150 mm) if closer and latch provided. 3Add 12 inches (305 mm) beyond latch if closer and latch provided. 0 min r 2Add 6 inches (150 mm) if closer provided. 4Beyond hinge side. r 6 525 1220 V r_________� R RED 18 min 18 min I I I `If both closer and latch are provided i i 18 min 455 455 a i Em 1 � ------ cm 445 ��7"NT r- -230 r 1 E w -- r - i 9 I 18 min I I I Oro r I E ,n 445 I I ro I I l I Fig. 604.5.3 -- -J I E O I I Z o t I l ----------- ---- 12 min' I I E N X> 8 1 f I ) l c I Swing -up Grab Bar for Water Closet 305 l l l --i_ I------ .. 205 i l O I n c A. co 0max 17-25 I I -ram l I 4 to 4.8 perimeter 150 430-635 --- - ------ Pu (a)(a)(a) Circular - J I � A. N 100 - 120 o fay„ �;, (a) Front Approach, Pull Side (b) FrartApprwcl4 Fig. 305.3 I I Push Bide Size of Clear Floor Space I CATEOFf+�1481 WATM 11/Fig. sos.z I 1 r 60 min p � - - - - � 2 Toe clearance -- 1525 30 min 324 51 251 x 38 ' 205------------- V cg 1305min o i----------� 780 E "c eo{ i E (a) Forward N L =n Eo X' i� cN r---- E 2� j- L L_ J E N t E m 36 min , r 42 min , 24 min $ t1 s mn q T 915 1085 610 E oP loll, O11/2min w 1 230-----$00 36 '� 36 min I UU � (a) Circular (b) (C) (c) Hinge Approach, Pull Side (d) Hinge Approach, Pull Side f- I L - - - - - - - - Noncircular ' If both closer and latch are provided 12 min 915 12 min 1220 Q zs max Pm ' 305 305 48 min ass 48 min (1220) if both closer and latch provided (c) 1f "':, (b) Push Side, Door Provided Fig. 609.2 Fig. Grab 2ro 12 *54 min (13- If closer is provided Push Side with Both Closer and Latch (b) T-shaped (b) Parallel O 0 Size of Grab Bars Spacing of Grab Bars Elevvation Plan _____ ___ i Fig.404.2.3.4 Fig. 304.3 Fig. 305.5 Z Fig. 306.3 r /A� I < Maneuvering Clearance at Recessed Doors Size of Turning Space Position of Clear Floor Space Knee Clearance • l V 22 mit O L,1min g p p O ACCESSIBLE GRAB BARS ACCESSIBLE LAVATORY ���� �°� 0 ACCESSIBLE RECESSED DOORS WHEELCHAIR SPACE DIAGRAMSZILLI 52SCALE: N.T.S. 42 SCALE: N.T.S. �� SCALE: N.T.S. SCALE: N.T.S. W (a) Hings Approach, (1) latch Approach, Pull Side J Other fbdures not allowed rL Push Side 4 max _ _ _ within this area 100 � I Z LU t) F-- , I � LU e c X Lim W t+ }1 I 60" l No EN x A Go l w w ll I a � - i L J V Ir- (9) Latch Approach, 48 min is pro co co I i Push Side if closer is provided 36 min 2 max L- -- l /13 $04 915 LLO x (a) Forward Approach N 60 min 18 _ 18 Fig. 404.2.3.1 17 max 1525 405-455 Maneuvering Clearance at Manual Swinging Doors � to Fig. 604.3 _ _ c-4 Co 430 Size of Clearance for Water Closet i x n e �_ Fig. 302.2 x E $ A ) E „� Carpet on Floor Surfaces �~ X x ) CONFORMED 12 min I l sFi 3D5 l S E T ® I Eo l Fig. _________-J s predominant direction of travel ¢ Section 609.3 i E g p Limits of Protruding Objects 60 min (a) (b) i i v 1525 Wall Hung Type �Il Type N l o (b) Parallel Approach Fig.605.2 17-19430-485 ISSUE DATE: MARCH 31, 2023 ----------- $ Fig. 305.7 Height of Urinals 06 Maneuvering Clearance in an Alcove 7-9 7-9 long perpendicular dimension MEMOMM � °D 180-230 180-230 (a) (b) perpendicular to REVISION SCHEDULE (a) Below Grab Bar (b) Above Grab Bar Front Approach Side Approach direction of travel 4 max 4 maX Fig.404.2.3.3 100 100 # Date Description ACCESSIBLE URINALS ACCESSIBLE TOILET Maneuvering Clearance atDoonvayswithoutDoors E� 2 01-25-2023 PERMITRESUBM. 53 43 1�2,3ax (a) FA m SCALE: N.T.S. SCALE: N.T.S. �RES U B 4 max 4 max Fig. 302.3 100 100 -- Openings in Floor Surfaces Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES It /4 max DEPARTMENT - 6A 60 min ' ```4 max 4 max 1,1525 cQ r 100 100 E e� v 1�� 60 min x 5.,12 E e4f x > 305 42 min 42 min 36 min 36 min 1525. ' Fig. 303.2 $ 1065 1065 915 915 14" IN. � Carpet on Floor Surfaces � x> 12 (a) n x > 305 X < 48 X < 48 1/4 w 1220 1220 0 o o (b) 6.4 1 112 (b) a b CONTENTS: 0 0 13 180 Degree Tum 180 Degree Tum w _ Fig. 307.3 (amI�n) ADA DETAILS O w Lv Lu Q 1/4 Post -Mounted Protruding Objects Q Q=mF Q�UU 1 6.4 Fig.403.5.1 _U Q O � � _ -- Clear Width at Turn O O O_ O i 1525 (a) s10 1220 e10 LEI D- m X i BD min ♦ 24 mmr 48 min 24 max Z O O F- (n d7 ~ O EN 1/4-1/2 xi FIN. FLOOR 6.4-13 2 9m C SCALE: 1 i Emtoo A v N DRAWN: CS, RB o� x v C C 0-0 x 'EV T IEZ� ixm CHECKED: PRC, KW TOILET TOILET SEAT PAPER TOWEL SANITARY SOAP MIRROR FIKE URINAL PROJECT NO: 2021031.00 TISSUE COVER DISPENSER NAPKIN DISPENSER EXTINGUISHER (N DISPENSERS DISPENSER DISP. Fig.303.3 Fig.307.4 Fig. 404.2.5 Fig. 403.5 te eveled Changes in Level ed Vertical essibACCESSIBLTEDoDIOeries ORS BACCESSIBLE PATH OFucTRAVErLCe WHEELCHAClear IwRofRCOIUTE DIAGRAMS SHEET: ACCESSIBLE MOUNTING HEIGHTS 54 SCALE: NTS 34 SCALE: N.T.S. 24 SCALE: N.T.S. 4 SCALE: N.T.S. T 18 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS loll loll lo, MECHANICAU ELECTRICAL MECHANICAL RO ELECTRICAL ROOM LL L L.L _I o ELECTRICAL / MECHANICAL ROOM SIGNAGE 'I 'I L� L MAXIMUM 51 P 00 MEN EXIT U/tNf�I7SuE-X1�0J1, ° d:•'•. _I CD PROVIDE BRAILLE OCC. LOAD, RESTROOM SIGNS & EXIT ACCESS SIGNS (FOR AREAS OTHER THAN RESTROOMS) PER WAC 51-50 ACCESSIBLE SIGNAGE TO BE CENTERED 60" FROM FINISH FLOOR ON LATCH SIDE OF DOOR. CHARACTERS AND SYMBOLS SHALL HAVE A HIGH CONTRAST WITH THEIR BACKGROUND. SIGN SHALL HAVE WHITE CHARACTERS, SYMBOLS, BRAILLE AND LETTERS ON A BLUE BACKGROUND ACCESSIBLE SIGNAGE Fig. 308.2.1 Unobstructed Forward Reach �o E N co N v 255 Fig. 308.3.1 Unobstructed Side Reach (a) (b) 45• 1a min 455 I I centered on tactile characters /2\ 18 min 455 Fig. 703.3.11 Location of Tactile Signs at Doors SCALE: NTS �>510 635X Fig. 308.2.2 Obstructed High Forward Reach to to r � 255 (a) 255 - 610 (b) Fig. 308.3.2 Obstructed High Side Reach ACCESSIBLE REACH RANGES C3 N 04 SCALE: N.T.S. Note: For Braille mounting height see Section 703.4.5 Fig. 703.3.10 Height of Tactile Characters above Floor or Ground ACCESSIBLE ROOM SIGN SCALE: N.T.S. MEN •e • • Fig. 703.5 Pictogram Field ACCESSIBLE RESTROOM SIGN Distance between Distance between dots In adjacent cells dots in the same call Single Braille cell Distance between O /� O\, dots in the same cell • O • O O I Distance between O 00 I I j10 O f corresponding dots from ---'� one cell directly below r Blank cell space �--- • O C) O between words i. }� Raised dot Dot diameter 0 1001 O • O (` 0 9", O t O No raised dot Fig. 703.4.3 Braille Measurement Table 703.4.3- Braille Dimensions Measurement range Minimum In Inches Maximum in Inches Dot base diameter 0.059 1.5 mm to 0.063 1.6 mm Distance between two dots in the same cell 0.090 (2.3 mm) to 0.100 (2.5 mm) Distance between corresponding dots in adjacent cells' 0.241 (6.1 mm) to 0.300 (7.6 mm) Dot height 0.025 0.6 mm to 0.037 0.9 mrra Distance between correspondin dots from one cell direct below 0.395 (10.0 mm) to 0.400 (102 mm) Measured center to center Fig. 703.4.4 Position of Braille Table 703.2.4-Visual Character Height SCALE: N.T.S. Fig. 703.3.5 Character Height Height above Floor to Baseline of Horizontal Viewing Distance Minimum Character Heigh[ Character Less than 6 feet (1830 mm) '/ Inch (16 mm) 6 feet (1830 mm) and greater '/, inch (16 mm), plus '/, inch (3.2 mm) per foot (305 mm) of viewing 40 Inches (1015 mm) to less than or equal to 70 inches (1780 mm) distance above 6 feet 1830 mm Greater than 70 Inches (1780 mm) to less than or equal to 120 inches (3050 mm) Less than 15 feet (4570 mm) 2 Inches (61 mm 15 feet (4670 mm) and greater 2 inches (51 mm), plus '/, Inch (3.2 mm) per foot (306 mm) of viewing distance above 15 feet 4570 mm Less than 21 feet (6400 mm) 3 inches (76 mm 21 feet (6400 mm) and greater 3 inches (76 mm), plus'/, Inch (3.2 mm) per foot (305 mm) of viewing Greater than 120 inches (3050 mm) distance above 21 feet (6400 mm) ACCESSIBLE BRAILLE / LETTERS REFER TO DETAIL /-- FOR FURTHER INFORMATION SCALE: N.T.S. GENERAL ACCESSIBILITY NOTES: NOTES: O 1. ONE, OF EVERY SIX ACCESSIBLE PARKING STALLS 1. REFER TO CIVIL AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON 0 0 PROVIDED, SHALL BE DESIGNED SITE IMPROVEMENTS, ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. A 0 0 �� � 0 AND INSTALLED AS A "VAN" U 0 Q U U Q ACCESSIBLE BARRIER FREE 2. REFER TO FLOOR PLANS, DOOR SCHEDULE AND TYPES, WINDOW TYPES, AND PARKING STALL. [IBC 1106.51 EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 2. CAR PARKING SPACES o 0 SHALL BE 96" MIN. IN WIDTH AND H D G I I R S U C Y T T I I 0 L 132 min L 96 min 0 VAN PARKING SPACES SHALL BE REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS AND ICC ANSI At 17.1 >L 132" MIN. WIDTH W/ AN 3350 2440 2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES, Fig 5022 ADJACENT 60" WIDE ACCESS E R O A E O E, P H A L, E / R SS, A E I E A Vehicle Parking Space Size AISLE. [ICC/ANSI Al 17.1 502.1, COMPLY WITH THIS CODE. THESE DETAILS ARE SHOWN FOR THE CONTRACTOR'S access aisle serving car parking spaces access aisle serving 502.2, 502.3 & 502.41 van parking spaces 3. ACCESS AISLES SHALL CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. 0 0 EXTEND THE FULL LENGTH OF 4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO 0 tl 0 0 THE PARKING STALL AND SHALL 0 BE MARKED SO AS TO ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENT. area DISCOURAGE PARKING IN THEM. �© arse :I? 0 0 [ CC/ANSI Al 17.1 502.4.41 5. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED. MOUNT DISCHARGE AND Q 0 marked s marked Q 4. THE IDENTIFICATION SIGN AT CONTROLS AS SHOWN FOR ACCESSIBILITY AND INSTALL PER MANUFACTURER Q Q 0 0 Q THE HEAD OF THE BARRIER RECOMMENDATIONS. 0 FREE PARKING STALL MUST NOT a BE LESS THAN 5'-0" ABOVE THE ] 6. INSULATE HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES AND SINKS TO mi so2i PARKING SURFACE. [ICC/ANSI CONFORM TO ACCESSIBILITY REQUIREMENTS OF THIS CODE. Al 17.1 502.71 Fig.502.4 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE Parking Space Access Aisle STANDARDS AND DETAILS SHOWN, AS WELL AS WITH CURRENT STATE AND LOCAL ACCESSIBLE PARKING ACCESSIBILITY STANDARDS. 21 SCALE: N.T.S. 12" PAINTED METAL SIGN - WHITE LETTERS AND INTERNATIONAL SYMBOL OF ACCESSIBILITY ON BLUE BACKGROUND WORDED "STATE DISABLED PARKING PERMIT REQUIRED" ATTACH TO WALL OR ATTACH TO SIGN POST (5'-0" MIN. FROM B.O. SIGN TO PARKING SURFACE) 2" DIAM. GALV. STEEL SIGN POST, CAPPED & PAINTED (WHERE OCCURS) STATE DISAIBLED "VAN ACCESSIBLE" SIGN AS APPLICABLE - ATTACH TO WALL OR ATTACH TO SIGN PARKING PERM POST (5--0" MIN. FROM B.O. SIGN TO PARKING SURFACE) REQUIRED, NOTES: 1. AREA OF SIGN TO BE A MIN. OF 70 SO. INCHES. 2. IDENTIFICATION SIGN TO BE CENTERED o AT THE HEAD OF THE ACCESSIBLE PARKING E�VANACCESSIBLESTALL AND AS SHOWN ON THE ARCHITECTURAL SITE PLAN. 3. SIGN TO MEET THE REQUIREMENTS OF IBC 1110.1 & ICC/ANSI Al 17.1 SECTION 502.7. 4. ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED WITH A SIGN WITH THE MIN. HEIGHT OF 60 INCHES TO THE BOTTOM OF THE SIGN. [ICC/ANSI 117.1-20031 2,, ACCESSIBLE PARKING SIGNAGE 5 max 15 mi 125 380 I I e I L_ (a) Forward Approach (a) Elevation r I I I I G ER I I I I I L 17-25 430 - 035 Phil FIg. 306.2 Toe Clearance 31/2 max 8 min 89 205 r-----�---------------- I L S E� i 9min I 25 max I--- I 11 min 835 280 (b) Parallel Approach (a) (b) Elevation Plan Fig. 602.5 Fig. 306.3 Drinking Fountain Spout Location Knee Clearance ACCESSIBLE DRINKING FOUNTAIN SCALE: N.T.S. 1.8 - 2.4 41 - 61 N m I 1 m O O 50% - 65% N r base diameter O O Y - C I(j O O O O ,�- O O O O 23 - 36 (a) Plan (b) Elevation (Enlarged) TRUNCATED DOMES SIDEWALK WARNING DEVICES (PROVIDE PER LOCAL ORDINANCES / STANDARDS) SCALE: N.T.S. aojoining surface maximum slope 201 1 12 curb ramp maximum slope Fig. 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps flared sides 1:10 max slope Fig. 406.3 Sides of Curb Ramps Fig. 406.10 Diagonal Curb Ramps L l (a) Cut -through at Island 36 min 915 min (b) Curb Ramp at Island Fig. 406.11 Islands ACCESSIBLE CURB RAMPS SCALE: N.T.S. FIg. 505.10.1 Top and Bottom Handrall Extensions at Ramps 12 min 12 min am 305 x<4 x 4 too (e) Extended surface (b) Curb or Merrier Fig. 405.9 Ramp Edge Protection 60 min 60 min 1525 1525 landing 7 rump run landing at least as wide as ramp run (a) ACCESSIBLE RAMPS 60 min 1525 landing -NE. ramp rn (b) SCALE: N.T.S. HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w w w.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 H �554p IVATE OF N 00 UJM a O Z 0 Q UJ w Z LU 2 I- IIIIIIIIIIIIIIIIIIIII■ Itl• LU Nw Lim VQ 0 O Ja 00 (N L0 W Q N I� 00 CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ADA DETAILS SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT No: 2021031.00 SHEET: T1 9 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS A TRASH ENCLOSUREI 6'-0" TALL HORIZONTAL WOOD SLAT SCREEN ON TOP OF 6" TALL CO CURB PEDESTRIAN ACCESS GATE, CHAINLINK W/ VINYL SLATS, CANE BOLT SLEEVES AS REQ'D TO HOLD OPEN AT 100' MIN W le00 Ln Lf?zo tt LO O 00 00 I ***SEE FILL/GRADE PERMIT BLD2022-1323 FOR TRASH ENCLOSURE SIZING) LOCATION, AND ENGINEERING REQUIREMENTS. *** I 'WIDE x 10' HIGH TYPE-1 LANDSCAPE S RS ZONE SETBACK Y FROM SETBACK, STEP BACK IF > 25HEIGHT 0' GC ZONE SETBACK 1 .4 11' �E�EEEE�EEEEEEEEE�EEE APN: 00576700002700 ET AL PARK EDMONDS APT LLC 8123 236TH ST SW ELEC.TRANSFORMERS- SEE ELEC.-- I - IIIIIIII�� W ----- ------ ----- ------ ----- ------ ----- ------ ----- ------ ---- I III II III I I�I = = I a� I ___- -- - - -- ------ --- ------ - --------------------- �- ICI 'n o 16'-0" TALL CHAINLINK DOUBLE -GATE W/ 3 I— c> > ,'I VINYL SLATS, CANE BOLT SLEEVES AS IMF w I REQ'D TO H LID OPEN AT 100' MIN o \ =IIII I IVI ®� - I PAD, SL 0 DRAI MIN N IIIIII - � \ CONIC APRON, AS REQ'D MAILBOXES it I I yl II --J I �I I I 20' 10 J 1 � I I f � � I I � I; I I I� I I; I; I I I \o BUILDING C BUILDING A I I I I I I I I I I I I -• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I —III—III— —III—III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III III III III IIIIII _ _ = 0 0 — — IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I III IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII , � � IIIIIIIIIIIIIIIIIIIII I ■ � I =_ __ (IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII III ( I I I I I I I I I I I I I I I SITE PLAN - TRASH HAULER EXHIBIT 1 /16" = V-0" BUILDING D �22 PARKING (2 ADA)� — — — — — — — — — - - — — 301.58' FENCE S 000 22' 08" W -SPORT COURT - 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE - 15' RS ZONE SETBACK -10' FROM SETBACK, STEP BACK IF > 25HEIGHT (E) EDMONDS LUTHERAN CHURCH APN: 00576700002508 23525 84TH AVE W +/- 3.05 ACRES (+/- 132,879 SF) RS-8 ZONE BUILDING B 14' - 6 3/4" IJJ M N NIT � Ln �00 00 I I I — — — — — — — — — — — — — FENCE APPROVED BY: DATE An HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com _ Ir c o architecture resource collaborative co 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 I F_ U) co N co N O LIJ m O Fm z i z 0 Q LU LU C� J U) Z LUU) Fm I_ EEEEEEE■ LU c� � oc LU VQ= U) O �a 00 N L0 W Q T_ N 00 CONFORMED M SET v ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A CONTENTS: TRASH HAULER EXHIBIT SCALE: 1/16" = 1%0" DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1m10 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS LAU r\IUr\0Uf1RU, r-CR IVIFF\ TRASH ENCLOSURE NORTH ELEVATION 1/2" = 1'-0" TRASH ENCLOSURE SOUTH ELEVATION 1/2" = 1'-0" t 9 TAPERED T1.1 CAP - 5/8"x3-1/2" CEDAR TRIM FASTENED TO RAIL -2x4 PT RAIL TOENAILED TO POST 0 5/8"x5-1/2" VERTICAL PICKET 44 PT POST - 2x4 PT RAIL TOENAILED TO POST 5/8"x3-1/2" CEDAR TRIM FASTENED TO RAIL -CONC FOOTING - GRADE I LLDRAINAGE ROCK 10" MIN WOOD PRIVACY FENCE 3/4" = 1'-0" TAPERED CAP 8d NAIL INTO RAIL 7 TAPERED AT 24" O.C. T1.1 CAP VERTICAL PICKET -- 2x4 RAIL, CONT BETWEEN POSTS RAIL _--- - - POSTMASTER PLUS TRIM b LINE POST, cn O AT ± 6'-0" O.C., TYP 0 = O Q M ED to POST, BEYOND — co Q 10 o LU Q U - 2x6 KICKBOARD, PER MFR - CURB SLAB -ON -GRADE TRASH ENCLOSURE 6 3/4" ERS, TYP TRASH ENCLOSURE EAST ELEVATION 1/2" = 1'-0" ***SEE FILL/GRADE PERMIT BLD2022-1323 FOR TRASH ENCLOSURE SIZING, LOCATION, AND ENGINEERING REQUIREMENTS. *** MASTER PLUS GATE AT GATE JAMBS, TYP 3 1/2" N EXT TAPERED CAP AT FENCE 6" = 1'-0" 31 /2" 8d NAIL INTO RAIL AT 24" 0.^ TAPEREE HORIZOI\ FENCE B 2x4 RAIL POSTMA LINE P0, TAPERED CAP AT TRASH 6" = 1'-0" I NT INT e 2 3' 6" POSTMASTER PLUS GATE POST GATE LEAF AT GATE JAMBS, TYP CANE BOLT FOR HOLD -OPEN ONLY TRASH ENCLOSURE WE 1/2" = 1'-0" V y T1.11 CANE BOLT SLEEVE AS REQ'D FOR 100' MIN HOLD -OPEN AT TRASH ENCLOSURE ENLARGED PLAN 1/2" = 1'-0" 0 I I I I I I I i 5 46 NOTE: GATE LATCH AND HANDLE TO BE ADA ACCESSIBLE x LU Q o Q Of 0 o z O v o0 Q Q 2 U) U w J O m Q Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj a O Fm 0 z z 0 Q LU W C� J 2 Z 0 H Fm W Lim LU VQ= H N LO W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SITE DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 / 2 SHEET: T 1 ■ 11 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS z 0 N An HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS ox127VARIES po B0 10031 SR 532, Suite B BUILDING FACE Stanwood, 9 www.designsnw.comom 4'-6"MIN HOLD TOP LEVEL AT PLANTER WALL 1-1/2" 0 GALV PIPE HANDRAIL AT 36" AFF, CLOSEST TO BUILDING PAINT TO MATCH BUILDING GUARDRAILS w LU CONCRETE PLANTER WALL W/ 1/2" CHAMFER AT TOP EDGES AND ANGLED SKATE STOPPING CLIPS AT 36" OC r c �a #4 REBAR AT 12" OC EA WAY architecture resource collaborative 1/2" BITUMINOUS STRIP, TYP CONCRETE SLAB -ON -GRADE 119 MAIN ST, STE #200 1� i=iif l "' "'I 2 CLR -�� SEATTLE, WA 98104-2579 — (206) 322-3322 — _ II SITE PLANTER SECTION 3/8" = 1'-0" SIGN, PER SITE PLAN GALV SIGN POST FINISH GRADE NG c5 - — z -- O O LL ° SIGN AT PLANTER 3/4" = 1'-0" FOOTING DRAIN WITH DRAINAGE GRAVEL AND FILTER FABRIC GROWING MEDIUM GALV SIGN POST W/ BASE PLATE 3/8"0 GALV EXPANSION BOLTS, 4" MIN EMBED INTO CONIC SLAB, TYP OF (4) SIGN AT CONCRETE, SURFACE MOUNTED 3/4" = 1'-0" c0 N O 00 Uj am o Fm u Z z0 Q Q LLJ LL1 C� J Z LU U) Fm LL LU I_ O Ja coQ0 N Lo LU Q T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFORMEO.SFI .. _ Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: SITE DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1m12 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SIT N NOTES: 1. REFER TO T1.0 FO ERAL NOTES. 2. SEE CIVIL & LANDSCAPE DR GS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIME REFER TO FILL / GRADE PERMIT # BLD2022-1323 3. NOT ALL STRUCTURAL, MECHANICAL, AND EL ICAL ITEMS ARE SHOWN, REFER TO STRUCTURAL, ELECTRICAL, AND MEC L DWGS. COORDINATE LOCATIONS W/ ARCHITECT, IF CONFLICTS ARISE. 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF ASSE , U.O.N. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS. 6. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION. 7. SEE CIVIL PLANS FOR CONTROL JOINT AND EXPANSION JOINT LOCATIONS AT HARDSCAPE SURFACES. R /FI�CFgl1Sr'AP.F ARRPA\/FkA1=Nfil.(lr'AT4Pf�Ifi-ANf) SF,P"�ON.4 RH(1Z/giTN SHFFXt��19. 2 9. SEE CIVIL MECHANICAL PLUMBING & ELECTRICAL DRAWINGS FOR OUTDOOR EQUIPMENT BUILDING FOOTPRINT F AREA OF CONCRETE AREA OF ASPHALT AREA OF PLAY SURFACING 0 AREA OF LANDSCAPING ZONING CGMPLTANi UNIT TYPES 1 BR/1 BA 7 2 BR / 1 BA 32 3BR/2BA 13 TOTAL UNTS 52 SLEEPING ROOMS110 ACCESSIBLE TYPE -A UNITS (5% MIN) 3 ACCESSIBLE TYPE-B UNITS PROVIDED 0 TRASH 1 ENCLOSURE LIDT1.1 0 CV O w O IIQ . I ti v) o Uj -, NCRETE 0 °,6� R ING WALL .. Z m J 0-aD Q 4'- 0" LANDSCA >11". ACCESSIBLE ENTRANCE, PER 22 & 34 / T1.8 3 _ _>ACCESSIBLE PATH OF TRAVEL 44" MIN CLR WIDTH, TYP PER 14, 22 & 24 / T1.8 NOTES-.- BUILDING HEIGHT CALCULATION: PARKING (ECDC 16.60.060.B.1 CG ZONE) TOTAL ONSITE PARKING SPACES SHOWN 50 PARKING RATIO PROVIDED .96 STREET PARKING SPACED NOT REQ'D NONRESIDENTIAL (1 SPACE / 500 SF) OFFICES, COPY/WORK, CONSULTATION: (1,039 SF) 2.08 SUB TOTAL = 0 (FIRST 3,000 SF EXEMPT IN MIXED USE) RESIDENTIAL 0.75 / < 700 SF UNIT x 34 UNITS 25.5 1.25 / > 700 SF < 1,100 SF x 18 UNITS 22.5 1 GUEST / 20 SPACES 20 / 48 2.4 ( ) SUBTOTAL = 50.4 TOTAL PARKING REQ'D 50 SPACES ADA STALLS REQUIRED 2 SPACES (1 VAN) ADA STALLS PROVIDED 2 SPACES 1 VAN GC ZONE SCREENING & BUFFERING (ECDC 16.60.030.A) RESIDENTIAL PARKING ADJ TO SF ZONES - TYPE 1, 4- WIDE CONTINUOUS NORTH / NW PL COMMERCIAL / MF ADJ. TO SF ZONES - TYPE 14 W 10 H CONTINUOUS NORTH &WEST PL LETTER PENDING TO REQUEST DISCONTINUOUS EDGE OF PARKING AREAS ADJ TO SF ZONES - TYPE I (NORTH / NW PL) PARKING LOT ABUTS STREET R/W - TYPE IV, 5' W (ALONG SOUTH PROPERTY LINE) PARKING LANDSCAPING (ECDC 20.13.030.E) (ECDC 16.60.030.A.1.d) < 50 SPACES, 17.5 SF LANDSCAPE / STALL X 50 STALLS = 875 SF LANDSCAPE REQ'D (SEE LANDSCAPE) A = 102'-0" B = 100'-l" C=104'-0" D = 103'-9 1 /2" TOTAL = 409'-101/2" AVERAGE GRADE = 102'-5 5/8" (TOTAL / 4) ACTUAL = 175' MAXIMUM = 177'-5 5/8" (AVG GRADE + 75') EV PARKING (ECDC 17.115) MULTI -FAMILY: - 10% EV INSTALLED - 5 PROVIDED - 40% EV READY - 20 PROVIDED - 40% EV CAPABLE - 20 PROVIDED BIKE STORAGE (ECDC 16.6.060.B.6) 18 UNITS > 700 SF x 2 BIKE SPACES = 36 34 UNITS < 700 SF x 1 BIKE SPACES = 34 TOTAL = 70 SPACES 70 SPACES PROVIDED (SECURED, SHELTERED (BELSON MODEL # BR12 SINGLE -SIDED 12-CAPACITY GROUND -LOOP BIKE RACKS, PROVIDE 3 RACKS AT EACH SHELTER TO ACHIEVE MIN. 70 CAPACITY OVERALL) AMENITY SPACE (ECDC 16.60.030.C.4) 5% OF ± 15,673 SF BLDG FOOTPRINT = ± 784 SF PROVIDED ONSITE = ± 2,440 SF (COURTS, PLAY AREAS, PICNIC AREAS) PROVIDED OFFSITE = ± 2,328 SF (SPORTS COURT) REFER TO T1.1 FOR 2018 IBC NOTES BUFFER ACCESSIBLE CURB PER 24 / T1.9, TYP. 0 I I PROP 6 194.58' S 880 56' 54" q LO N [if U) w o IF—- = � chi o w N CD06 1:T d J � Q I 5-0 TEMPORARY CONSTRUCTION EASEMENT FOR WALL CONSTRUCTION AFN: PENDING BAY WINDOW, ABV PRIVA FENCE T ( PROPOSEDFENCE UNDER FUTURE SEPARATE PERMIT 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE Y --� 3 15' RS ZONE SETBACK SLOPE EASEMENT PROP LINE 3 APN: 00576700002700 ET AL LANDSCAPE BLOCK RETAINING WALL AFN: PENDING 301.64' EXIST OFF -SITE PERIMETER PARK EDMONDS APT LLC (FUTURE SEPERATE PERMIT, IF NECESSARY) Z N T - N OO° 24' 52" E - FENCING TO REMAIN 8123 236TH ST SW 14' 6 3/4" TO GL 12 - 10' FROM SETBACK, STEP BACK IF > 25' HEIGHT7 4�1 - - -,\ -" -1/ - - -- _ _ _ _ _ _ - _- III III -.-,- - -,.•, - IIIIII III III II II I I I -I - , : III -I -III -I =: ' „ IIIk - - - - -, •_. •_ :- , . • , ,-..,,... -'- ' -• : , - 4 . , •. , .• ' . -� - • _,� � • .. , .= - , - ,•-• • • -. _ .,-, - - -C - - PRIVATE PARKING" SIGN II III III IIIIII -III-I -I --- -`- - - _ _ _ _ _ -�` - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ - - - nn ' ;1rU EW- J=' : EV, E ' E• Eu i` ; �/"` V-. 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'• - s - 1 �, ' - - - - r'' ` PROPOSED WATER I J.I I( III III l*I I` III l c l f" I• • 'I III Ifl l I[I l' III (III lyl • I I I I I I•I III "III •III III I�I I-Fl I f I`I I I I III • �I I I I�J �I I I �" I I I I I I I•I III I I�I� , I`I"I „ I11 I •.III I I ., I I I� •III" III 'II I I I I 'III I I I I I I III III• ., , •I I III I I I; EASEMENT -I - '- - - - - - - - - - - - - - - - - - - - - - - - - o - _ 1 PROP LINE -I III 4' WIDE x 10' HIGH TYPE 1 LANDSCAPE - - - I - - - - - - - - - - - - - I- R D HE TAL D - - - - - - - - - - - - - - - - - - - - - - - 301.58'- - - - - - - - - R D H 4' TA - - - - - 3 I ocDN 1 (I� o °ts ao I iI W Z CV 0 Q � I I I o IN �T - 6" 1 r- I (SIDE SETBACK LO � (CORNER LOT, N4 o z � w FEAR SETBACK) o � o > u) I I ' r� J = 30' - 8 1/2" co Y � i j Of M o °6 co I z�C 12 Q SITE PLAN 1/1 6" = V-0" I I I I I I I I I I I I I ' I � I I I ,I I --- -- � I I I I I I I I I I I I I I I I I I I I I rn -44' - 0" I- +/ 35' 4 1 /2" IGi�T- C 1NG E- (PROPOSED FENCE UNDER FUTURE SEPARATE PERMIT) 3 1 PROPOSED EASEMENT AFN: PENDING 15' RS ZONE SETBACK 10' F SETB PBA 2" HE HT 15' WATER EASEMENT AFN: PENDING S 000 22' 08" W (E) EDMONDS LUTHERAN CHURCH APN: 00576700002508 23525 84TH AVE W +/- 3.05 ACRES (+/-132,879 SF) RS-8 ZONE SEE SEPARTE APPROVED SITE PLAN 06D - B G 1 T - 71/4" FENCE (PROPOSED FENCE TO GL-25 UNDER FUTURE SEPARATE 3 kuMITA A ZE BY PLANNING 4/14/2023 AIV\ HOUSING HOPE we keep hope alive DESIGNS northwest 00, h ARCHITECTS 360. 629.3441 P.O. Boz 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST STE #200 t SEATTLE WA 98104-2579 (206) 322-3322 CO N 0 Wm m am Cn �: O Fm u0 Z z0 2 a Q LU W 0 J 2 , zLU 1IIIIIIIIIIIIIIIIIIIIIIIIIII W1IIIIIIIIIIIIIIIIIIIIIIIIIII U) W LL W Of (/) (.) a = H 0 M a.N 0 J m W 0< Irl- U*) ao CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFOR Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES KEYPLAN DEPARTMENT C A ::] D g CONTENTS: SITE PLAN SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW RROJECT NO: 2021031.00 SHEET: \ Al ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 2. PROJECT 0'-0" = +460.00' (REFER TO CIVIL FOR MORE INFO) RTO'T : OR 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 5. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 6. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALUOPENING DETAILS 7. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 8. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 9. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 10. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 11. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 12. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 2 13. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE AUBMLENISIBL-E-DEVICES-A"CCESSJBL-EACCOMQBA-TIONS FDR-- PERSOW WITH VISE -AND HEARM IMPAI 14. SEE CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR OUTDOOR EQUIPMENT. N LEGEND N a SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND 0 H 3 $ FIRE PROTECTION CABINET, LU FEC SEMI -RECESSED WALL MOUNTED LV �� LANDSCAPE PLANTER V Z 0 ENGINEERED WOOD FIBER J PLAY SURFACE 5 00 — — SMOKE RESISTIVE SEPARATION, — — — — — — — REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION r M CONTIGUOUS USE) REFER TO EGRESS PLAN NOT 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES LEVEL 1 - BUILDING A & B 1 /8"=1'-0't �J HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 oMxEc HATE OF CO N O 00 Uj am Cn O Fm u Z z 0 Q LLJ LLl C� J 2 z LU U) LU Cl) LL c, a I_ O Ja co N Lo LU Q T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT 3 03-31-2023 CONFORPISAUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D0 CONTENTS: FLOOR PLAN - LEVEL 1 - BUILDING - A& B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A2ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 1 DI AR 0 ER E UD, 3 2. PROJECT 0'-0" _ +460.00' (REFER TO CIVIL FOR MORE INFO) 3. R TO R GEN OTES. 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 5. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 6. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 7. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 8. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 9. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 10. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 11. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. A 12. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 13. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" A� FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE A NISIB VICES CESSI COMO NS FO ERSON H VISU A D HEA G MPAIR 14. SEE CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR OUTDOOR EQUIPMENT. LEGEND 3 LO SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND 3 FIRE PROTECTION CABINET, FEC SEMI -RECESSED WALL MOUNTED LANDSCAPE PLANTER ENGINEERED WOOD FIBER PLAY SURFACE - - - - - - - - - SMOKE RESISTIVE SEPARATION, REFER TO EGRESS PLAN NOTES - 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FIR CONTIGUOUS USE) REFER TO EGRESS PLAN NOTES - - 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES 0 0 0 N v M (A3.) 3 TERTOP AT 34" AFF B BRING AS REQ'D B • 1 EC LIVER, PER MECH Bk- I? BO N rC. 2 UD BAY WINDOW ABOVE, TYP - 0 v co L 23' - 0" 4 <r__� 26- 10 1/2" 3 5 --- G--------------- 4------ A4.1 I A T- 1 1 /2" I 04J 22'-0" 1 2 I BEDROOM G1 BEDROOM I 3G RPBA _ I I I BEDROOM ----J CI C104E C104F I FE FRP 4' AFF w KNOX C104D 104 ® I I C103 1V O 2 MAINTENANCE - I C1 33 BOX I BEDROOM C104C C10 C103C - 0 174 S F 2 2 t>. FIRE RIER1i C124 4H I C103B RI 9 A5.7 B1 61 60 SF � I I�� w I 61 B1 C104 off, I A3.3 BEDROOM 2 BEDROOM 22'-0" 122 I I I BEDROOM I I I I 5 6 7 22--- 0" A 3 \ WALL -MOUNTED ELEC METER CENTER. IF LEADING EDGE OF LOWEST PART OF ELECTRICAL EQUIPMENT IS MOUNTED HIGHER THAN 27" ABOVE ADJACENT WALK SURFACE AND PROTRUDES MORE THAN 4" - w r I I I I I FROM WALL FINISH, ° I° ' 1 I I CONTRACTOR TO PROVIDE MIN - _-- W MECH 1 HPWH 1 1 3-BED TYPE B ® I I I 6" TALL BARRIER RAIL L--_-ELEC I I I 2-BED TYPE B I I UNDERNEATH WALL -MOUNTED - I C104 li. I I C1 11 I EQUIPMENT TO PROVIDE W iA5.7F /p I - 128 SF I I 1 J I WARNING FOR VISUALLY- 901 SF �' I 2-BED TYPE B 2-BED TYPE B I 734 SF I ��L 61 I C103 C1 22 I +011 I IMPAIRED PERSONS. LAUNDRY D❑ /p I 1 689 SF 689 SF I ELEC. B1 I I I C122 I L IC121, L--- I 101 I o -126 SF -FEC� 27SF k------------------- OA O 0 Cq-----1/4"--------- J 9'- 0 1/4" 2 - -., - 5.1 1 UP EQ.:.: „. EQt I T, IU P UNIT PLAN: C101 5 A5.1 - , SIM: C102, C103, I A4.1 IINIT alas AN:-� 4 - - - - - - - D192D10� nod - - SIM: D106 ` ; D105 III III- 4 101/4-2 [I 4 -91/4 N - � a WALKWAY,:ABOVE; 4 -10 1 44" 14' - 2 1/2" 4'- 9 1/4" 3J E L .- A3.4 4' 9 1/4" L, 14' 2 1l2" 4' 10 1/4" 15',";10,112 O H 4' 10 1/4" 14' - 2 1/2" 11 4'- 91/4" ---�- ---- .. --- - - ----� LWL Uj i- - - - - - -0 - - - - - - 0 - - - - - - E EQ. EQ EQ UP a/ L- - L----o------- ----- J m COVERED BIKE SHELTER 1/4" GUARD UNDER STAIRS, 3 " UNIT O O O O O 0 O O AT 27" hFF TYP � D10 N. Q O - +0 D102 � 0 � � I I� 1-BED J 3-BED TYPE B I ACCESSIBLE 1 5 2-BED TYPE B 2-BED TYPE B 2-BED TYPE B 2-BED TYPE B I TYPE A m FD 1061 T Wl D105 D 004 D 003 D1 22 D1 11 3.4 A 911 SF - 678 SF 689 SF 689 SF 689 SF I 485 SF i ® I I ALL -MOUNTED IL o ® ® ® I ® i °I ° 101B - ELEC METER CENTER D106 it I o 6H ® ° ° REF. D105B D1046 REF. ° o 0 0 REF. r�q��q REF. ° o I ® D101C 8 AA Z -° - O C - - - IE - BEDROOM 106C D1 105C 05E C ) i -� D10 104C O 106D ! 105D I 104 O � 106 � D106E D106F BEDROOM BEDROOM BEDROOM BEDROOM I I - D1 BEDROOM 10 40 I 06J I I O O N NIL Imo■ I I ■ • • BEDROOM IIIII BEDROOM C102C 02E I F. C102B BEDROOM C10 I I I BEDROOM BEDROOM I I I A3.1 2 101 D C1 C101C 01E j 2 A3.3 0 0 REF. C1016 I ® I I I I 6 A4 2 D102 it I I FE i I BEDROOM BEDROOM MECH / HPWH 1 ELEC FIRE RISER ELEC D121 - D12 a I 0 D120-� 68 SF 56 S = 20 I } 98 SF-_-= I L I - - - L--- I L - i 1 MECH EQUIP I ----- - - - - -- _KN_OX - - - ---- BOX- 2 10 1/2" 22' - 0" 22' 0" �J34 22' - 0" 22' - 0" 16 17 18 19 An HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532Suite B Stanwood, " 98292 w ww.designsnw.com a r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Co 00 O Ujrn am Cn O Fm u Z O LU LLI U) C� J U) Z W W Cl) LL Of M c, a H O Ja co N Lo LU Q T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFOR Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A D B CONTENTS FLOOR PLAN - LEVEL 1 - BUILDING C & D SCALE: As indicated DRAWN: CS, RIB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: LEVEL 1 - BUILDING C & D �stt = t-Ott N A2m12 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 2. PROJECT U-0" _ +460.00' (REFER TO CIVIL FOR MORE INFO) FER FOR LNOT 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 5. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 6. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 7. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 8. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 s�ya�_`r�>,yaa�ryr.�:�e���a�e►�•�►e:��yl•�a►rrr_��eullya� 10. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 11. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 12. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 13. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE IBLENI DEVIL ACCES ACCO TIONS PER ITH V AND H G IMP NT. 14. SEE CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR OUTDOOR EQUIPMENT. LEGEND SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND 3 $ FIRE PROTECTION CABINET, FEC SEMI -RECESSED WALL MOUNTED LANDSCAPE PLANTER 177 ENGINEERED WOOD FIBER PLAY SURFACE — - - - - - - - — SMOKE RESISTIVE SEPARATION, REFER TO EGRESS PLAN NOTES — 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE) REFER TO EGRESS PLAN NOT — — 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES N N N O LL! LL LL! w 06 Z Fm 5 00 6 7 11'- 1 1/2" 1 8 9 10 11 12 � 26' - 10 1/2" 22' - 0" 22' - 0" 22' - 0" 26' - 10 1/2" I A3.1 3 UNIT PLAN: A204 SIM: A202, A203, A302, A303, A5.2 1 A304, B202, B302, C201, C202, C203, C301, C302, C303, D201, D202, D203, D204, D205, D301, AA o D302, D303, D304, D305 N 2 BEDROOM I I I f! I I BEDROOM BEDROOM I I BEDROOM 205D I I I I I 205 I 205C ® 2 4F 204 204G I li 203E 203 I 20 204C i �i 203C 1 204B REF. O o o o to i - o o REF. K ® I I 2 O 0 � l l IFP � I 3-BED A205 898 SF LL Lul I 2-BED j 2-BED A2 4 A2 BEDROOM 1 2 1 4 3 2 UNIT PLAN: A201 A4.0 A4.0 4.10 A5.2 4.10 SIM: A205, A301, A305, B201, B301, C204, C304, D206, I D306 -----0------------ - -- - 1 C I I BAY WINDOW, I 20 I ABOVE BEDROOM 01V BEDROOM BEDROOM BEDROOM � 201 D 201E 0 1 201 I I I 202 I ( rA 201 C rA 201 F Li MA! n 0 I 03 I r, l +11' 1' BEDROOM 201 H 689 SF I 689 SF 689 SF 0 I � I I I I �/A�y /� — — — —� — — — — — —V — — — — — — — O O co O O — — — — — — — — — — — — — — — - �j t — — — — — — 2 A3.4 A3.2 1 1-HR RATED ASSEMBLY W/ (2) LAYERS TYPE-X GWB AT SOFFIT AT ADJACENT OCC. (GA FILE FC 5050 SIMILAR) t CANOPY, BELOW -101/2" 1 ZD TYP UP DN 4.10 3 / STRING LIGHTS 2 / 4.2 1 TYP /// A8.3 ��--------- - - - - -- - - - - -- 1 4 DN UP DN. UP 4.2 I +9'-3" I 1' - 10 1/2" ------- - - - --- 0 O O O 1LOU'll L T7- 00 A o B204D �i B203D BEDROOM I BEDROOM BEDROOM I I BEDROOM I , � I I --- I L-- 203 I 1 A5.2 UNIT PLAN: B203 3 2 SIM: B204, B303, ^ A4.0 +9'-4" 3 ------- - - - -- tmrr- 1 914 SF 7 II II I 1► c 0 — BEDROOM BEDROOM 2 I 4.10 7 I A4.2 o I M I I 1 A3.0 I 1 I N I M 9 I A4.3 i I I BAY WINDOW, ABOVE AWk HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS P.O. Box 1270 10031 SR 532Suite B Stanwood, " 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Co N O 00 Uj am Cn O Fm u Z z0 LLJ Q LL I C� J Z LLJ Fm LU LU Cl) LL c, aQ0 H O Ja co N Lo LU Q T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFOR Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A D B CONTENTS: FLOOR PLAN - LEVEL 2 - BUILDING A & B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 LEVEL 2 - BUILDING A & B A' 1 /8" = 1 t-Ott I V CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 2. PROJECT 0'-0" = +460. 0' (REFER TO CIVIL FORM RE INFO) FER TO OR GE NOTE . 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 5. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 6. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 7. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 8. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 9. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 10. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 11. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 12. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 13. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE AdDfB,LE/VIS1BtE-1EVICE CCES CCO IONS F PERSO S ITH VIS AL AND HE IN IMPAI ENT. 14. SEE CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR OUTDOOR EQUIPMENT. LEGEND SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND 3 m FIRE PROTECTION CABINET, FEC SEMI -RECESSED WALL MOUNTED LANDSCAPE PLANTER -- ENGINEERED WOOD FIBER PLAY SURFACE — — SMOKE RESISTIVE SEPARATION, — — — — — — — REFER TO EGRESS PLAN NOTES — 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE) REFER TO EGRESS PLAN N S — — 1-HR RATED FIRE PARTITIO EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES L 23' - 0" 26-101 /2" I' 22'-0" 2 22' - 0" 5 22' - 0" )4� 3 3 A4.1 A4.1 A3.4 26' - 10 1/2" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 15 LEVEL 2 - BUILDING C & D 1 /8" = 1 t-0't 16 17 W ivt on 20 T 22' - 0" 21 2 A3.4 A) J AWk HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 a (206) 322-3322 tHtu DAME A. N It A CO N O 00 Uj am a O Fm z 0 z0 Q Q LU W C� J W U) Z LU LU m W obiLL 0� Q w Z M�a= O Ja J co N LO m T W Q N 00 CONFORMED 8 SET A4.3 ISSUE DATE: MARCH 31, 2023 rmlmh REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFORMEO.SFI .. _ Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D= I _113 I CONTENTS FLOOR PLAN - LEVEL 2 - BUILDING C & D SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A2m22 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 6 7 8 1. ENSIO E TO C LINE 0 U.N�INFO) A3.1 2. PROJECT 0'-0" = +460.00' (REFER TO CIVIL FOR MORE 1 A A A A 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 5. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 6. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 7. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 8. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 9. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 10. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 11. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 12. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 13. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE LEGEND SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND LANDSCAPE PLANTER ENGINEERED WOOD FIBER PLAY SURFACE SMOKE RESISTIVE SEPARATION, REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE) REFER TO EGRESS PLAN N*S 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES 9 10 �I OC AA II I 5K A3 I �21 305E 305D 305 � A305F 305C � V30K31L 3 - - _ - 7 4F !E(i o 0 5F� 304B REF. o 0 o c i e 3-BED 2� OI A305 I I 898 SF ® 2-BED A304 �I 689 SF O 0 O O DN L- - - - - - - - - - - - - - - - - - ------------ LEVEL 3 - BUILDING A & B 1 /8" =1'-011 DN" 11 12 2 1 4 3 A4.0 A4.0 4.10 4.10 - - - - - - - - - - - - - - - - - - - - - - - -r, - - - - 3 1� ----------------------- DN, � 4 A4 20 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.-1411 11.0. 8ux 1-70 10031 SR 532, Suitc B Stu 1110d, WA 98292 ��ex.dcsinsn w.cum Ar c architecture resource collaborative 1 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 I (206) 322-3322 N O 00 LU am cf) O Fmz Z = z 0 p LU w C� J z LU U) LU Cl) LL M c, a H O Ja co N Lo LU a N 00 CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFORNLED.SE.T.. _ Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES KEYPLAN DEPARTMENT C A ::] CONTENTS FLOOR PLAN - LEVEL 3 - BUILDING A & B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A2m31 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: M 2. PROJECT 0'-0" = +460.00' (REFER TO CIVIL FOR MORE INFO) FOR 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 5. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 6. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 7. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 8. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 9. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 10. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 11. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 12. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 13. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE IBLENI DEVIC ACCES E ACC OJ�49D(�TIONS PER ITH AND G IMP tNT. \ 14. SEE CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR OUTDOOR EQUIPMENT. LEGEND SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND 3 $ FIRE PROTECTION CABINET, FEC SEMI -RECESSED WALL MOUNTED LANDSCAPE PLANTER - - -;',' ENGINEERED WOOD FIBER PLAY SURFACE — — — — — — — — — SMOKE RESISTIVE SEPARATION, REFER TO EGRESS PLAN NOTES — 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION F OM CONTIGUOUS USE) REFER TO EGRESS PLAN NOT 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES ,o. 0 ° Q Q Q Q� Q� 6 A4.2 U LEVEL 3 - BUILDING C & D 1 /8" = 1'-011 3 A3.4 U D3.4 3 A4.1 20 21 AIF\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 11.0. 8ux 1270 10031 SR 532, S u i t c B Stu 1110d, WA 98292 ��ex.dcsinsn w.cum 0r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 �564pD ❑ ' �tA7EOF WG1OU N O 00 Uj Ci CM O Fm z 0 z0 pW w C� J W U) z LU LU Cl) LL a w z M�a= � O Ja J_ co N Lo m T LU Q N CONFORMED 8 SET A4.3 ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # I Date I Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 �CONFORINLEQ.SE.T.. _ Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A C CB CONTENTS: FLOOR PLAN - LEVEL 3 - BUILDING C & D SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: N A2m32 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS ROOF PLAN NOTES: 1. FOR ROOF TYPE ASSEMBLIES - SEE BUILDING SECTIONS 2. SLOPED INSULATION OVER FLAT STOCK INSULATION AT ALL AREAS,TYP 3. SEE EXTERIOR ELEVATIONS FOR DOWNSPOUT LOCATIONS. 4. FOR STEEL ELEVATIONS, SEE STRUCTURAL. FOR TOP OF WALL ELEVATIONS, SEE ARCHITECTURAL BUILDING AND WALL SECTIONS 5. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY. 6. ROOF PIPING AND VENT PENETRATION LOCATIONS ARE SHOWN FOR CONTRACTOR COORDINATION AND FOR DESIGN INTENT. FOR ACTUAL PENETRATION QUANTITIES REQUIRED, SEE MECH SHEETS ROOF PLAN LEGEND: COMPOSITE ASPHALT SHINGLE ROOF L (FIRE CLASSIFICATION A, EXTERIOR FIRE -TESTED A IN ACCORDANCE WITH ASTM E 108 OR UL 790) OVENT THRU ROOF (VTR), PER PLUMBING (REFER TO WP-500 FOR INSTALLATION) ROOF VENT ■■■■■■■■■■ DRAFT STOPS, PER 9 / A8.2 ROOF VENT CALCULATIONS: 5 NOTE: EAVE VENTS: BASIS OF DESIGN = 9.375 SQ IN NFVA PER 12" RIDGE VENTS: BASIS OF DESIGN = 13.5 SQ IN NFVA PER 12" EYEBROW VENTS: BASIS OF DESIGN = 6.75 SQ IN NFVA PER 12" BUILDING A: TOTAL ATTIC AREA: 4,175 SF REQUIRED NFVA (AREA/150): 27.83 SF (4,007.52 SQ IN) LOW EAVE VENT LENGTH: 181' x 9.375 SQ IN = 1,696.875 / 144 = 11.78 SF HIGH EAVE VENT LENGTH: 52' x 9.375 SQ IN = 487.5 / 144 = 3.39 SF / RIDGE VENT LENGTH: 62' x 13.5 SQ IN = 837 / 144 = 5.81 SF EYEBROW VENT LENGTH: 166' x 6.75 SQ IN = 1,120.5 / 144 = 7.78 SF 28.76 SF TOTAL VENT PROVIDED: 28.76 SF NFVA > 27.83, THEREFORE OK BUILDING B: TOTAL ATTIC AREA: 2,928 SF REQUIRED NFVA (AREA/150): 19.52 SF (2,810.88 SQ IN) LOW EAVE VENT LENGTH: 109' x 9.375 SQ IN = 1,021.875 / 144 = 7.09 SF HIGH EAVE VENT LENGTH: 52' x 9.375 SQ IN = 487.5 / 144 = 3.39 SF / RIDGE VENT LENGTH: 26' x 13.5 SQ IN = 351 / 144 = 2.44 SF EYEBROW VENT LENGTH: 150' x 6.75 SQ IN = 1012.5 / 144 = 7.03 SF 19.95 SF TOTAL VENT PROVIDED: 19.95 SF NFVA > 19.52, THEREFORE OK BUILDING C (HIGH ROOK TOTAL ATTIC AREA: 3,239 SF REQUIRED NFVA (AREA/150): 21.59 SF (3,109.44 SQ IN) LOW EAVE VENT LENGTH: 132' x 9.375 SQ IN = 1,237.5 / 144 = 8.59 SF HIGH EAVE VENT LENGTH: 47' x 9.375 SQ IN = 440.6 / 144 = 3.06 SF / RIDGE VENT LENGTH: 40' x 13.5 SQ IN = 540 / 144 = 3.75 SF EYEBROW VENT LENGTH: 134' x 6.75 SQ IN = 904.5 / 144 = 6.28 SF 21.68 SF TOTAL VENT PROVIDED: 21.68 SF NFVA > 21.59, THEREFORE OK BUILDING C (LOW ROOK TOTAL ATTIC AREA: 545 SF REQUIRED NFVA (AREA/150): 3.63 SF (523.2 SQ IN) LOW EAVE VENT LENGTH: 36' x 9.375 SQ IN = 337.5 / 144 = 2.34 SF RIDGE VENT LENGTH: 21' x 13.5 SQ IN = 283.5 / 144 = 1.97 SF 4.31 SF TOTAL VENT PROVIDED: 4.31 SF NFVA > 3.63, THEREFORE OK BUILDING D: TOTAL ATTIC AREA: 4,775 SF REQUIRED NFVA (AREA/150): 31.83 SF (4,584 SQ IN) LOW EAVE VENT LENGTH: 220' x 9.375 SQ IN = 2,062.5 / 144 = 14.32 SF HIGH EAVE VENT LENGTH: 47' x 9.375 SQ IN = 440.6 / 144 = 3.06 SF RIDGE VENT LENGTH: 84' x 13.5 SQ IN = 1,134 / 144 = 7.875 SF EYEBROW VENT LENGTH: 142' x 6.75 SQ IN = 958.5 / 144 = 6.656 SF 32.19 SF TOTAL VENT PROVIDED: 32.19 SF NFVA > 31.83, THEREFORE OK g 0 DRAFT STOPS: DRAFT STOPS TO BE PLACED IN ATTIC TO UNDERSIDE OF ROOF SHEATHING IN THE FOLLOWING LOCATIONS: BUILDING A: GRIDLINE 8 AND 10 BUILDING B: GRIDLINE 23 BUILDING C: GRID 4 BUILDING D: GRIDLINE 17 AND 19 N N a O LU LL LU W I 06 Z 0 m 3 3 A4.1 n7 n8 n9 no 11 n12 T ROOF PLAN - BUILDING A & B 1 /8" = 1 t-Ott A4.0 21 22 22.5 23 24 25 Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N 0 00 Ujrn am Cn O Fmz Z z0 0p LU LLJ 0 1�mmmjd 2 3: z LU U) LU LU Cl) LL c, a H O Ja co N LO W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RF_.SUBNL .. - Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES KEYPLAN DEPARTMENT C A CONTENTS: ROOF PLAN - BUILDING A & B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: N A2m41 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS ROOF PLAN NOTES: FOR ROOF TYPE ASSEMBLIES - SEE BUILDING SECTIONS 2. SLOPED INSULATION OVER FLAT STOCK INSULATION AT ALL AREAS,TYP 3. SEE EXTERIOR ELEVATIONS FOR DOWNSPOUT LOCATIONS. 4. FOR STEEL ELEVATIONS, SEE STRUCTURAL. FOR TOP OF WALL ELEVATIONS, SEE ARCHITECTURAL BUILDING AND WALL SECTIONS 5. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY. 6. ROOF PIPING AND VENT PENETRATION LOCATIONS ARE SHOWN FOR CONTRACTOR COORDINATION AND FOR DESIGN INTENT. FOR ACTUAL PENETRATION QUANTITIES REQUIRED, SEE MECH SHEETS ROOF PLAN LEGEND: COMPOSITE ASPHALT SHINGLE ROOF (FIRE CLASSIFICATION A, EXTERIOR FIRE -TESTED IN ACCORDANCE WITH ASTM E 108 OR UL 790) 3 VENT THRU ROOF (VTR), PER PLUMBING ( EF R TO WP-5 0 FOR INS T LLATIO ) ROOF ■■■■■■■■■■ DRAFT STOPS, PER 9 / A8.2 1 1' 5 A4.1 (V A SHEET METAL GUTTER LOW EAVE VENT = 15-0"- Z ��TYP ROOF VENT CALCULATIONS: NOTE: EAVE VENTS: BASIS OF DESIGN = 9.375 SQ IN NFVA PER 12" RIDGE VENTS: BASIS OF DESIGN = 13.5 SQ IN NFVA PER 12" EYEBROW VENTS: BASIS OF DESIGN = 6.75 SQ IN NFVA PER 12" BUILDING A: TOTAL ATTIC AREA: 4,175 SF REQUIRED NFVA (AREA/150): 27.83 SF (4,007.52 SQ IN) LOW EAVE VENT LENGTH: 181' x 9.375 SQ IN = 1,696.875 / 144 = 11.78 SF HIGH EAVE VENT LENGTH: 52' x 9.375 SQ IN = 487.5 / 144 = 3.39 SF RIDGE VENT LENGTH: 62' x 13.5 SQ IN = 837 / 144 = 5.81 SF EYEBROW VENT LENGTH: 166' x 6.75 SQ IN = 1,120.5 / 144 = 7.78 SF 28.76 SF TOTAL VENT PROVIDED: 28.76 SF NFVA > 27.83, THEREFORE OK BUILDING B: TOTAL ATTIC AREA: 2,928 SF REQUIRED NFVA (AREA/150): 19.52 SF (2,810.88 SQ IN) LOW EAVE VENT LENGTH: 109' x 9.375 SQ IN = 1,021.875 / 144 = 7.09 SF HIGH EAVE VENT LENGTH: 52' x 9.375 SQ IN = 487.5 / 144 = 3.39 SF RIDGE VENT LENGTH: 26' x 13.5 SQ IN = 351 / 144 = 2.44 SF EYEBROW VENT LENGTH: 150' x 6.75 SQ IN = 1012.5 / 144 = 7.03 SF 19.95 SF TOTAL VENT PROVIDED: 19.95 SF NFVA > 19.52, THEREFORE OK BUILDING C (HIGH ROOK TOTAL ATTIC AREA: 3,239 SF 1 REQUIRED NFVA (AREA/150): 21.59 SF (3,109.44 SQ IN) LOW EAVE VENT LENGTH: 132' x 9.375 SQ IN = 1,237.5 / 144 = 8.59 SF HIGH EAVE VENT LENGTH: 47' x 9.375 SQ IN = 440.6 / 144 = 3.06 SF RIDGE VENT LENGTH: 40' x 13.5 SQ IN = 540 / 144 = 3.75 SF EYEBROW VENT LENGTH: 134' x 6.75 SQ IN = 904.5 / 144 = 6.28 SF 21.68 SF TOTAL VENT PROVIDED: 21.68 SF NFVA > 21.59, THEREFORE OK BUILDING C (LOW ROOK TOTAL ATTIC AREA: 545 SF 1 REQUIRED NFVA (AREA/150): 3.63 SF (523.2 SQ IN) LOW EAVE VENT LENGTH: 36' x 9.375 SQ IN = 337.5 / 144 = 2.34 SF RIDGE VENT LENGTH: 21' x 13.5 SQ IN = 283.5 / 144 = 1.97 SF 4.31 SF TOTAL VENT PROVIDED: 4.31 SF NFVA > 3.63, THEREFORE OK BUILDING D: TOTAL ATTIC AREA: 4,775 SF REQUIRED NFVA (AREA/150): 31.83 SF (4,584 SQ IN) LOW EAVE VENT LENGTH: 220' x 9.375 SQ IN = 2,062.5 / 144 = 14.32 SF HIGH EAVE VENT LENGTH: 47' x 9.375 SQ IN = 440.6 / 144 = 3.06 SF RIDGE VENT LENGTH: 84' x 13.5 SQ IN = 1,134 / 144 = 7.875 SF EYEBROW VENT LENGTH: 142' x 6.75 SQ IN = 958.5 / 144 = 6.656 SF 32.19 SF TOTAL VENT PROVIDED: 32.19 SF NFVA > 31.83, THEREFORE OK DRAFT STOPS: DRAFT STOPS TO BE PLACED IN ATTIC TO UNDERSIDE OF ROOF SHEATHING IN THE FOLLOWING LOCATIONS: BUILDING A: GRIDLINE 8 AND 10 BUILDING B: GRIDLINE 23 BUILDING C: GRID 4 BUILDING D: GRIDLINE 17 AND 19 6 A4.2 RIDGE VENT = 21' LOW EAVE VENT = 21'-0" B - B.1 B.2 - LOW EAVE VENT = 136-0" EYEBROW VENT = 38'-0" 8 A4.3 EYEBROW VENT = 26-0" HIGH EAVE VENT = 26-0"- D 411-6" 2 3 4 5 6 4 3 A4.1 TYP 4 A4.1 A8.2 6" SHEET METAL GUTTER HIGH EAVE VENT = 26'-0"-� LOW EAVE VENT = 40'4'-� THIGH EAVE VENT = 21'-0" LOW EAVE VENT = 92'-0" CONTINUE UPPER GUTTER AROUND CORNER TO LOWER GUTTER SHEET METAL GUTTER, TYP 1 TYP A8.2 SHEET METAL GUTTER, TYP 2 CONTINUE UPPER GUTTER AROUND CORNER TO LOWER GUTTER LOW EAVE VENT = 84'-0" SHEET METAL GUTTER 4 A4.1 3 A4.1 15 Q J6 17 18 19 20 ROOF PLAN - BUILDING C & D 1 /8"=1'-0't 0 T 4 4 Q 8 AAF\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 H tH�u DANME A.!MM HATE QF WA N 0 00 Ujrn am cf) O F u Z z0 O � � Q � LLJ W LU C� J w LU 3: m LU U) 06 w C Cl) LL Z M w c, a J ~ O Ja co m N Lo LU Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT 3 03-31-2023 CONFORPISMOUD Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A D B CONTENTS: ROOF PLAN - BUILDING C & D SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT No: 2021031.00 NSHEET: A2m42 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS APPROVED BY PLANNING 4/14/2023 ■ LEVEL 3 TOP PLATE 26'-8" LEVEL 3 18'-8" 4� A 6 A4.2 LUMINAIRE, PER ELEC - LEVEL 2 9'-4" LEVEL 1 G3 TYPE 3 G2 TYPE 2 0 WINDOW LEGEND — WINDOW TYPE, REFER TO SHEET A7.2 CAT ER TY AZING LITE TRANSLUCENT SPANDREL GLASS B.2 BUILDING C - MAINTENANCE NORTH ELEVATION BAY WIND Lk LEVEL: 26'-8" LEVEL: 18'-8" 132 Tti G1 Tti 131 Tti LhILEVEL: 9'-4" G2 Tti LEVEL ELEVATION LEGEND SIDING TYPES: SIDING TYPE 1: FIBER -CEMENT PANEL SIDING OVER FURRING SIDING TYPE 2: FIBER -CEMENT PANEL SIDING SIDING TYPE 3: FIBER -CEMENT LAP SIDING BUILDING A & B - SOUTH ELEVATION 1 /8" = 1'-0" WALL VENT G1 TYPE 3 C1 TYPE 1 C1 TYPE 1 WINDOW A' COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�e COLOR T PES: (SEE A10.1 FOR COLOR SELECTIONS) Al BLDG A BASE COLOR 3 A2 BLDG A ACCENT COLOR B1 BLDG B BASE COLOR \ B2 BLDG B ACCENT COLOR l C1 BLDG C BASE COLOR l C2 BLDG C ACCENT COLOR C D1 BLDG D BASE COLOR D2 BLDG D ACCENT COLOR G1 LIGHT GRAY G2 MEDIUM GRAY G3 DARK,GRAY ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8 EXTERIOR DETAILS AND WP SHEETS FOR SEALING OF WALL OPENINGS & PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 5. REFER TO ROOF PLANS FOR ROOF DETAIL CALLOUTS AND DESCRIPTIONS 6. COORDINATE LOUVER AND VENT SIZES WITH MECH. PAINT TO MATCH ADJACENT SIDING. 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY 8. S 1 FO ES AP 0 EX UILDI PON HEDU 9. SEE 9 / A8.3 FOR TYP EXTERIOR SIDING REVEALS, TRANSITIONS, AND TRIM DETAILS. A 6 B B.1 B.2 C.2 C.1 C e D A42 A4.3 BUILDING C & D - NORTH ELEVATION neAV ninny M MIATinni 4771 c C101- MAX RIDGE ELEVATION . 177'-5 5/8" ACTUAL RIDGE ELEVATION 1 140'-9" NINDOW LEVEL 3 TOP PLATE 26'-8" TYPE 1 TYPE 3 TYPE 1 TYPE 1 TYPE 2 LEVEL 3 18'-8" LEVEL 2 9'-4" AVERAGE GRADE J 102'-5 5/8" LEVEL 1 0'-0" AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r C architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O Uj m rn a O �� Z zLLJ �p LL I C� J U) z LU LU LL I Cl) LL c, a Ja co O N Lo Uj Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT 3 03-31-2023 CONFORPMMObUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A D B CONTENTS: EXTERIOR ELEVATIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A3mO 1 /8" = 1'-0" 1 /8" = 1'-0" CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS LEVEL 3.1 29' - 2" G1 TYPE Al TYPE LEVEL 3.1 21'-2" LEVEL 2.1 11' -10" LEVEL 1 0'-0" BUILDING A - NORTH ELEVATION 1 /8" = 1'-0" 2 WINDOW LEGEND ELEVATION LEGEND SIDING TYPES: WINDOW TYPE, REFER TO SHEET A7.2 SIDING TYPE 1: FIBER -CEMENT PANEL SIDING OVER FURRING CAT ER TY ZING LITE M-4- TRANSLUCENT SPANDREL GLASS SIDING TYPE 2: FIBER -CEMENT PANEL SIDING 3 SIDING TYPE 3: FIBER -CEMENT LAP SIDING 3 VV I`1../11 YV 1 /8" = 1'-0" `/ \V 1 "` V/ M I N I Y R F, COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�� COLOR TYPES: (SEE A10.1 FOR COLOR SELECTIONS) Al BLDG A BASE COLOR A2 BLDG A ACCENT COLOR _ B1 BLDG B BASE COLOR B2 BLDG B ACCENT COLOR C1 BLDG C BASE COLOR C2 BLDG C ACCENT COLOR D1 BLDG D BASE COLOR D2 BLDG D ACCENT COLOR G1 LIGHT GRAY G2 MEDIUM GRAY G3 DARK,GRAY 0UILUIINV /H - VVC0 1 CLCV/-\ I I U I N COLOR A2U.N.0. 1 /8" = 1'-0" ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8 EXTERIOR DETAILS AND WP SHEETS FOR SEALING OF WALL OPENINGS & PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 6. COORDINATE LOUVER AND VENT SIZES WITH MECH. PAINT TO MATCH ADJACENT SIDING. 7--DRAWINGStgDICATE GENERAL & TYPfCAL DETAILS OF CONSTRUCTION -.-WHERE CONDiTIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY 8. SEE-A'f 0.1 9. SEE 9 / A8.3 FOR TYP EXTERIOR SIDING REVEALS, TRANSITIONS, AND TRIM DETAILS. Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O Uj Co am C O Fm z z0 Q LLJ W C' J 2 3: z LU 'j) I- Fm W W cf) LL M U) VQ= I- �a 00 O N L0 W Q T_ N 00 CONFORMED SET ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN )W,BEYOND C A B, TYP D B DW JAMB RRING, TYP CONTENTS: EXTERIOR ELEVATIONS - 2" DEEP BUILDING A JAL SIGNAGE, :OATED ,T AND AREA SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A3ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS WINDOW LEGEND 0�-- WINDOW TYPE, REFER TO SHEET A7.2 CAT ER "TY ZING LITE 3 TRANSLUCENT SPA 6EL GLASS ELEVATION LEGEND SIDING TYPES: SIDING TYPE 1: FIBER -CEMENT PANEL SIDING OVER FURRING SIDING TYPE 2: FIBER -CEMENT PANEL SIDING SIDING TYPE 3: FIBER -CEMENT LAP SIDING 25 A;.o 24 D 4 LEVEL 3 TOP PL/ 26' - 8" kMB, TYP LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 Illu 0'-0" BUILDING B - NORTH ELEVATION 1/8" = 1'-0" LEVEL 3 TOP PI 26'-8" BAY WINDOW, BEYONI 132 TYPE LEVEL 3 18'-8" 131 TYPE 131 TYPE G1 TYPE LEVEL 2 9'-4" G1 TYPE G2 TYPE LEVEL 1 0'-0" BUILDING B - EAST ELEVATION 1/8" = 1'-0" R F, COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�� COLOR TYPES: (SEE A10.1 FOR COLOR SELECTIONS) Al BLDG A BASE COLOR A2 BLDG A ACCENT COLOR _ B1 BLDG B BASE COLOR B2 BLDG B ACCENT COLOR C1 BLDG C BASE COLOR C2 BLDG C ACCENT COLOR D1 BLDG D BASE COLOR D2 BLDG D ACCENT COLOR G1 LIGHT GRAY G2 MEDIUM GRAY G3 DARK,GRAY ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8 EXTERIOR DETAILS AND WP SHEETS FOR SEALING OF WALL OPENINGS & PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 5. REFER TO ROOF PLANS FOR ROOF DETAIL CALLOUTS AND DESCRIPTIONS 6. COORDINATE LOUVER AND VENT SIZES WITH MECH. PAINT TO MATCH ADJACENT SIDING. 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY .: �a1.11►:. 9. SEE 9 / A8.3 FOR TYP EXTERIOR SIDING REVEALS, TRANSITIONS, AND TRIM DETAILS. 23 22.5 I WINDOW WINDOW 22 22.5 23 A4.0 24 Az 0 25 WINDOW H F A n TYP BUILDING B - WEST ELEVATION 1/8" = 1'-0" AWk HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 Uj a O Fm z i z 0 Q LU W C� J z LU U) I- Fm W W cf) LL M U) VQ= I— �a 00 O N L0 T W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I 0 ���lruwr�ln>, EXTERIOR ELEVATIONS BUILDING B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A3m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS WINDOW LEGEND — WINDOW TYPE, REFER TO SHEET A7.2 M-u-, TRANSLUCENT SPANDREL GLASS LEVEL 3 TOP PLC 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" G3 TY G2 TY LEVEL 1 0' 0" NG LITE ELEVATION LEGEND SIDING TYPES: SIDING TYPE 1: FIBER -CEMENT PANEL SIDING OVER FURRING SIDING TYPE 2: FIBER -CEMENT PANEL SIDING SIDING TYPE 3: FIBER -CEMENT LAP SIDING COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�e COLOR TYPES: Y � (SEE A10.1 FOR COLOR SELECTIONS) Al BLDG A BASE COLOR A2 BLDG A ACCENT COLOR _ 61 BLDG B BASE COLOR 62 BLDG B ACCENT COLOR C1 BLDG C BASE COLOR C2 BLDG C ACCENT COLOR LEVEL 3 TOP P 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 0'-0" ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8 EXTERIOR DETAILS AND WP SHEETS FOR SEALING OF WALL OPENINGS &PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 5. REFER TO ROOF PLANS FOR ROOF DETAIL CALLOUTS AND DESCRIPTIONS 6. COORDINATE LOUVER AND VENT SIZES WITH MECH. PAINT TO MATCH ADJACENT SIDING. 7. DRAWINGS INDICATE GENERAL &TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY 8. S 1 FO ES AP 0 EXT UILDI PON HEDU 9. SEE 9 / A8.3 FOR TYP EXTERIOR SIDING =EVEALS, TRANSITIONS, AND TRIM DETAILS. A.5 A M1�117�7.'aM7►���7:�I TYPE 1 TYPE 3 LA HOSE BIB TYPE 2 ----------------- - __ -----y - - - - I � V Y IF LEADING EDGE OF LOWEST PART OF ELECTRICAL EQUIPMENT IS MOUNTED HIGHER THAN 27" ABOVE ADJACENT WALK SURFACE AND 3 PROTRUDES MORE THAN 4" FROM WALL FINISH, CONTRACTOR TO PROVIDE MIN 6" TALL BARRIER RAIL UNDERNEATH WALL -MOUNTED EQUIPMENT TO PROVIDE WARNING FOR VISUALLY -IMPAIRED PERSONS BUILDING C - SOUT T HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629441 1'.0.3 . 11_ 1170 10031 SR 531 Suitc 13 SIu"tinod, WA 98293 ��ex.dcsinsn w.cum ir C architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Uj Um O � 2 0 z LU N z LU LLI LL LU M �aco x Lo LUQ T_ m ,e 3 CO N 0 00 rn Q Z O W CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFORf1aE4..SF:I .. _ Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I 0 CONTENTS: EXTERIOR ELEVATIONS - BUILDING C SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT N0: 2021 031 .00 SHEET: BUILDING C -WEST ELEVATION CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS BUILDING D - EAST ELEVATION 1 /8" = 1'-0" LEVEL 3 TOP PL, 26' - 8" WINDOW JAMB,TYP D1 1 i1 LEVEL 3 18'-8" G1 1 LEVEL 2 9'-4" LUMI PER G2 1 LEVEL 1 0'-0" I 9 A4.3 BUILDING D - SOUTH ELEVATION 1 /8" = 1'-0" TC.1 C.2 WINDOW LEGEND 0�-- WINDOW TYPE, REFER TO SHEET A7.2 *�— INDICATES TEMPERED SAFETY GLAZING LITE TRANSLUCENT SPANDREL GLASS A (POSED ROOF NG AND DOWS LUMINAIRE, PER ELEC - G1 TYPE D1 TYPE 1 T - 0" D1 TYPE 1 ELEVATION LEGEND SIDING TYPES: SIDING TYPE 1: FIBER -CEMENT PANEL SIDING OVER FURRING SIDING TYPE 2: FIBER -CEMENT PANEL SIDING SIDING TYPE 3: FIBER -CEMENT LAP SIDING SIDING TYPE 4: FIBER -CEMENT LAP SIDING OVER FURRING ,A16 17 WALL VENT CAP, PER MECH COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�� COLOR TYPES: (SEE A10.1 FOR COLOR SELECTIONS) Al BLDG A BASE COLOR A2 BLDG A ACCENT COLOR B1 BLDG B BASE COLOR B2 BLDG B ACCENT COLOR C1 BLDG C BASE COLOR C2 BLDG C ACCENT COLOR D1 BLDG D BASE COLOR D2 BLDG D ACCENT COLOR G1 LIGHT GRAY G2 MEDIUM GRAY G3 DARK GRAY 718 WINDOW HEAD WINDOW HEAD W/O FURRING, TYP W/ FURRING, TYP 3 �2� 19 ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8 EXTERIOR DETAILS AND WP SHEETS FOR SEALING OF WALL OPENINGS & PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 5. REFER TO ROOF PLANS FOR ROOF DETAIL CALLOUTS AND DESCRIPTIONS 6. COORDINATE LOUVER AND VENT SIZES WITH MECH. PAINT TO MATCH ADJACENT SIDING. 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY 8. SEE A10.1 FOR FINISHES APPLIED TO EXTERIOR BUILDING COMPONENTS SCHEDULE 9. SEE 9 / A8.3 FOR TYP EXTERIOR SIDING REVEALS, TRANSITIONS, AND TRIM DETAILS. TOP PLATE 26'-8" V INDOW, BEYOND 'PE 1 LEVEL 3 18'-8" 'PE 2 'PE 1 'PE 3 'PE 2 LEVEL 2 9'-4" 'PE 3 'PE 2 LEVEL 1 0'-0" T - 0" 110 LE 111011 NEI 0 1:3ol E111:01 E111:011 M01-11LE I — so ills] 1,1:3 LEI I G2 TYPE 2----� �------`NOS><B16_-- D1 TYPE 1 BUILDING D - WEST ELEVATION 1 /8" = 1'-0" T IDS DS \ G1 TYPE 2- - - - - - - G3 TYPE 4 - - - - - ---�1--TYPE 2---------------- G3 TYPE 4-------------------------- -- - - � ­31 TYPE 2 1 TYPE 1 G1 TYPE 2 Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O Uj m rn a O Fm z i z 0 Q LU W C� J z LU U) I— Fm W W cf) LL M U) VQ= I- O Ja 00 N L0 W Q 00 T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES D1 TYPE 1 KEYPLAN DEPARTMENT G1 TYPE 3 C A -ACCENT PANELS ON SIDING TYPE 1 TO BE COLOR D2 U.N.O. D g - BUILDING IDENTIFICATION SIGNAGE, PER 1 / A3.1 ONTENTS: EXTERIOR UTILPER1TY NAGE, ELEVATIONS 52/T0OM 1 9 TYP BUILDING D TYPE 2 SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A3m4 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SECTION NOTES: 1. REFER TO STRUCTURAL FOR ADDITIONAL STRUCTURAL INFORMATION. 2. REFER TO DETAILS FOR LOCATIONS OF SPRAY FOAM AND RIGID INSULATION AT EXTERIOR WALLS 3. GYPSUM BOARD FASTENING TO BE 1" TYPES DRYWALL SCREWS AT 8" O.C. AT VERTICAL JOINTS, 12" O.C. AT WALL PERIMETER AND INTERMEDIATE STUDS. ASSEMBLIES FLOOR ASSEMBLY 1 (TYPICAL) - 1-HR RATED: FINISH FLOOR OVER 1" GYPSUM CEMENT UNDERLAYMENT OVER PLYWOOD SHEATHING PER STRUCT OVER TJI WOOD JOISTS PER STRUCT W/ ACOUSTIC BATT INSULATION OVER RESILIENT ACOUSTIC CLIPS OVER 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH FLOOR ASSEMBLY 2 (SLAB ON GRADE FINISH FLOOR (WHERE OCCURS) OVER CAST IN PLACE CONCRETE SLAB, PER STRUCT OVER RIGID INSULATION (R-10 MIN) AROUND BUILDING'S PERIMETER AND 2' DEPTH OVER UNDER -SLAB VAPOR BARRIER OVER SUBGRADE, PER STRUCT AND GEOTECH REQUIREMENTS FLOOR ASSEMBLY 3 (EXTERIOR ELEVATED WALKWAYS COMPOSITE WOOD PLANK DECKING OVER OPEN STRUCTURE, PER STRUCT LEVEL 3 TOP PL.) 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 0'-0" BUILDING SECTION 1 1/8" = 1'-0" DOWNSPOUTI LEVEL 3 TOP PLI 26'-8" LEVEL 3 18'-81, LEVEL 2 9'-4" LEVEL 1 0'-0" BUILDING SECTION 2 1 /8" = 1'-0" WALL ASSEMBLY 1 (TYPICAL SIDING (PER ELEVATIONS) OVER 2x4 PT FURRING AT 24" O.C. MAX. (SPACING PER SIDING MANUFACTURER), FASTEN TO STRUCTURAL WALL FRAMING/ BLOCKING W/ A35 CLIPS AT 24" O.C. (WHERE OCCURS, SEE ELEVS) OVER WRB / DRAINAGE PLANE OVER PLYWOOD SHEATHING, PER STRUCT OVER WOOD FRAMED WALL, PER STRUCT, WITH 2" MIN CLOSED CELL SPRAY FOAM INSULATION OVER HIGH -DENSITY BATT INSULATION (R-19 MIN) OVER FINISHED GYPSUM WALL BOARD ROOF ASSEMBLY 1 (TYPICAL A2 ASPHALT COMPOSITE SHINGLES OVER 1-LAYER SELF -ADHERED ROOFING UNDERLAYMENT OVER PRE-ENGINEERED WOOD TRUSS W/ R-49 INSULATION (MIN) OVER 2-LAYERS 5/8" TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH r"""` ~JJ`"'D" J WRAP W/ (2) LAYERS TYPE-X GWB, SEE SHEET ATO FOR MORE INFO ROOF ASSEMBLY 1, TYP WALL ASSEMBLY 1, TYP FLOOR ASSEMBLY 2, TYP ROOF ASSEMBLY 1, TYP Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Ll onrxa 8'tA7E OF co N 0 Uj m rn a O Fm z i z 0 Q LU W C� J z LU U) I— Fm W W cf) LL M U) VQ= H Ja 00 O N L0 W Q 00 T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 MELVA69[eL111100ala:1Big] I:I # I Date I Description 1 10-19-2022 IBID SET 2 01-25-2023 1 PERMIT RE_SUBIL .. _ WALL ASSEMBLY 1, TYP Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN FLOOR ASSEMBLY 1, TYP C A WALL ASSEMBLY 2 FLOOR ASSEMBLY 2, TYP I D I 0 AK6]►11WIF1. i BUILDING SECTIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A4mO CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS V SECTION NOTES: 1. REFER TO STRUCTURAL FOR ADDITIONAL STRUCTURAL INFORMATION. 2. REFER TO DETAILS FOR LOCATIONS OF SPRAY FOAM AND RIGID INSULATION AT EXTERIOR WALLS 3. GYPSUM BOARD FASTENING TO BE 1" TYPES DRYWALL SCREWS AT 8" O.C. AT VERTICAL JOINTS, 12" O.C. AT WALL PERIMETER AND INTERMEDIATE STUDS. T DOWNSPOUT AT OVERHANG A8.4 LEVEL 3 TOP PLf 26'-8" LEVEL 3 18'-8" LEVEL 2 9' - 4" LA LEVEL 1 0'-oil BUILDING SECTION 3 1 /8" = 11-011 T LEVEL 3 TOP PL) 26'-8" LA LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 0'-oil BUILDING SECTION 4 1 /8" = 11-011 ASSEMBLIES FLOOR ASSEMBLY 1 (TYPICAL) -1-HR RATED: /z\ FINISH FLOOR OVER 1" GYPSUM CEMENT UNDERLAYMENT OVER PLYWOOD SHEATHING PER STRUCT OVER TJI WOOD JOISTS PER STRUCT W/ ACOUSTIC BATT INSULATION OVER RESILIENT ACOUSTIC CLIPS OVER 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH IC.1 C.2 TC.1 C.2 FLOOR ASSEMBLY 2 (SLAB ON GRADE FINISH FLOOR (WHERE OCCURS) OVER CAST IN PLACE CONCRETE SLAB, PER STRUCT OVER RIGID INSULATION (R-10 MIN) AROUND BUILDING'S PERIMETER AND 2' DEPTH OVER UNDER -SLAB VAPOR BARRIER OVER SUBGRADE, PER STRUCT AND GEOTECH REQUIREMENTS FLOOR ASSEMBLY 3 (EXTERIOR ELEVATED WALKWAYS COMPOSITE WOOD PLANK DECKING OVER OPEN STRUCTURE, PER STRUCT B.2 B.1 T I L1_,iVI\f1J1)LIVIUL1 J, 1 IF T T WALL ASSEMBLY 1 (TYPICAL SIDING (PER ELEVATIONS) OVER 2x4 PT FURRING AT 24" O.C. MAX. (SPACING PER SIDING MANUFACTURER), FASTEN TO STRUCTURAL WALL FRAMING/ BLOCKING W/ A35 CLIPS AT 24" O.C. (WHERE OCCURS, SEE ELEVS) OVER WRB / DRAINAGE PLANE OVER PLYWOOD SHEATHING, PER STRUCT OVER WOOD FRAMED WALL, PER STRUCT, WITH 2" MIN CLOSED CELL SPRAY FOAM INSULATION OVER HIGH -DENSITY BATT INSULATION (R-19 MIN) OVER FINISHED GYPSUM WALL BOARD - ROOF ASSEMBLY 1, TYP - WALL ASSEMBLY 1, TYP --FLOOR ASSEMBLY 1, TYP - FLOOR ASSEMBLY 2, TYP ROOF ASSEMBLY 1, TYP WALL ASSEMBLY 1, TYP --FLOOR ASSEMBLY 1, TYP -- - -FLOOR ASSEMBLY 2, TYP Ahn HOUSING ROOF ASSEMBLY 1 (TYPICAL 2 ASPHALT COMPOSITE SHINGLES OVER - ' HOPE 1-LAYER SELF -ADHERED ROOFING UNDERLAYMENT OVER we keep hope alive PRE-ENGINEERED WOOD TRUSS W/ R-49 INSULATION (MIN) OVER 2-LAYERS 5/8" TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH DESIGNS northwest J001 ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com B. 1 B A4.2 LEVEL 1 0'-oil BUILDING SECTION 5 1 /8" = 11-011 ROOF ASSEMBLY 1 WALL ASSEMBLY 1 2 -FLOOR ASSEMBLY 2 L r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Ll onrxa 8'tA7E OF Q0 N 0 00 LIJrn a O Fm z i z 0 LU LU C� J z LU U) I— Fm LU c� � oc LU M U) VQ= I— �a 00 O N L0 LUQ 00 T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I 0 1UH114um BUILDING SECTIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A4ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SECTION NOTES: 1. REFER TO STRUCTURAL FOR ADDITIONAL STRUCTURAL INFORMATION. 2. REFER TO DETAILS FOR LOCATIONS OF SPRAY FOAM AND RIGID INSULATION AT EXTERIOR WALLS 3. GYPSUM BOARD FASTENING TO BE 1" TYPES DRYWALL SCREWS AT 8" O.C. AT VERTICAL JOINTS, 12" O.C. AT WALL PERIMETER AND INTERMEDIATE STUDS. LEVEL 3 TOP PLAT 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 0'-0" ASSEMBLIES FLOOR ASSEMBLY 1 (TYPICAL) -1-HR RATED: U FINISH FLOOR OVER 1" GYPSUM CEMENT UNDERLAYMENT OVER PLYWOOD SHEATHING PER STRUCT OVER TJI WOOD JOISTS PER STRUCT W/ ACOUSTIC BATT INSULATION OVER RESILIENT ACOUSTIC CLIPS OVER 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH FLOOR ASSEMBLY 2 (SLAB ON GRADE FINISH FLOOR (WHERE OCCURS) OVER CAST IN PLACE CONCRETE SLAB, PER STRUCT OVER RIGID INSULATION (R-10 MIN) AROUND BUILDING'S PERIMETER AND 2' DEPTH OVER UNDER -SLAB VAPOR BARRIER OVER SUBGRADE, PER STRUCT AND GEOTECH REQUIREMENTS FLOOR ASSEMBLY 3 (EXTERIOR ELEVATED WALKWAYS COMPOSITE WOOD PLANK DECKING OVER OPEN STRUCTURE, PER STRUCT A A A BUILDING SECTION 6 1/8" = 1'-0" ROOF ASSEMBLY 1, TYP - WALL ASSEMBLY 1, TYP FLOOR ASSEMBLY 1, TYP WALL ASSEMBLY 2 FLOOR ASSEMBLY 2, TYP- BUILDING SECTION 7 1 /8" = 1'-0" WALL ASSEMBLY 1 (TYPICAL SIDING (PER ELEVATIONS) OVER 2x4 PT FURRING AT 24" O.C. MAX. (SPACING PER SIDING MANUFACTURER), FASTEN TO STRUCTURAL WALL FRAMING/ BLOCKING W/ A35 CLIPS AT 24" O.C. (WHERE OCCURS, SEE ELEVS) OVER WRB / DRAINAGE PLANE OVER PLYWOOD SHEATHING, PER STRUCT OVER WOOD FRAMED WALL, PER STRUCT, WITH 2" MIN CLOSED CELL SPRAY FOAM INSULATION OVER HIGH -DENSITY BATT INSULATION (R-19 MIN) OVER FINISHED GYPSUM WALL BOARD ROOF ASSEMBLY 1, TYP WALL ASSEMBLY 1, TYP FLOOR ASSEMBLY 1, TYP FLOOR ASSEMBLY 2, TYP Ahn HOUSING ROOF ASSEMBLY 1 (TYPICAL A2 ASPHALT COMPOSITE SHINGLES OVER - ' HOPE 1-LAYER SELF -ADHERED ROOFING UNDERLAYMENT OVER we keep hope alive PRE-ENGINEERED WOOD TRUSS W/ R-49 INSULATION (MIN) OVER 2-LAYERS 5/8" TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH DESIGNS northwest J001 ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com .1 TOP PLATE 29'-2" LEVEL 3.1 21'-2" LEVEL 2.1 5111111 11' -10" LEVEL 1 0'-0" r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 61 onrxa 8'tA7E OF N O 00 LU a O Fm z i z 0 LU LU C� J z LU U) I— Fm LU cf) LL w M U) VQ= H Ja 00 O N L0 T LU Q T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I I B I ,KG]►1RLIM-17i BUILDING SECTIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A4m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 0 SECTION NOTES: 1. REFER TO STRUCTURAL FOR ADDITIONAL STRUCTURAL INFORMATION. 2. REFER TO DETAILS FOR LOCATIONS OF SPRAY FOAM AND RIGID INSULATION AT EXTERIOR WALLS 3. GYPSUM BOARD FASTENING TO BE 1" TYPES DRYWALL SCREWS AT 8" O.C. AT VERTICAL JOINTS, 12" O.C. AT WALL PERIMETER AND INTERMEDIATE STUDS. ROOF ASSEMBLY 1 (Tvpi('.Ai )- - - WALL ASSEMBLY 1, T' FLOOR ASSEMBLY 1, FLOOR ASSEMBLY 2, ASSEMBLIES FLOOR ASSEMBLY 1 (TYPICAL) -1-HR RATED: ` FINISH FLOOR OVER 1" GYPSUM CEMENT UNDERLAYMENT OVER PLYWOOD SHEATHING PER STRUCT OVER TJI WOOD JOISTS PER STRUCT W/ ACOUSTIC BATT INSULATION OVER RESILIENT ACOUSTIC CLIPS OVER 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH 15 BUILDING SECTION 8 1 /8" = 1'-0" LEVEL 3 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 0'-On FLOOR ASSEMBLY 2 (SLAB ON GRADE FINISH FLOOR (WHERE OCCURS) OVER CAST IN PLACE CONCRETE SLAB, PER STRUCT OVER RIGID INSULATION (R-10 MIN) AROUND BUILDING'S PERIMETER AND 2' DEPTH OVER UNDER -SLAB VAPOR BARRIER OVER SUBGRADE, PER STRUCT AND GEOTECH REQUIREMENTS FLOOR ASSEMBLY 3 (EXTERIOR ELEVATED WALKWAYS COMPOSITE WOOD PLANK DECKING OVER OPEN STRUCTURE, PER STRUCT WALL ASSEMBLY 1 (TYPICALL SIDING (PER ELEVATIONS) OVER 2x4 PT FURRING AT 24" O.C. MAX. (SPACING PER SIDING MANUFACTURER), FASTEN TO STRUCTURAL WALL FRAMING/ BLOCKING W/ A35 CLIPS AT 24" O.C. (WHERE OCCURS, SEE ELEVS) OVER WRB / DRAINAGE PLANE OVER PLYWOOD SHEATHING, PER STRUCT OVER WOOD FRAMED WALL, PER STRUCT, WITH 2" MIN CLOSED CELL SPRAY FOAM INSULATION OVER HIGH -DENSITY BATT INSULATION (R-19 MIN) OVER FINISHED GYPSUM WALL BOARD j 16 17 18 19 21 22 T 22.5 23 BUILDING SECTION 9 1/8" = 1'-0" ANN HOUSING ROOF ASSEMBLY 1 (TYPICAL): A2 ASPHALT COMPOSITE SHINGLES OVER - ' HOPE 1-LAYER SELF -ADHERED ROOFING UNDERLAYMENT OVER we keep hope alive PRE-ENGINEERED WOOD TRUSS W/ R-49 INSULATION (MIN) OVER 2-LAYERS 5/8" TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH DESIGNS northwest J00, ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com 1 201 0 21 22 24 A4.0 25 - -ROOF ASSEMBLY 1, TYP ALL ASSEMBLY 1, TYP _OORASSEMBLY 1, TYP _OOR ASSEMBLY 2, TYP ric architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 0 onrxa 8'tA7E OF co N O Co LU am Cn O Fm 0 m z Q LU LU C� J z LU 'j) I— Fm LU c� � oc w M U) VQ= I— �a 00 O N L0 W Q 00 T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I I B I ,KG]►1RLIM-17i BUILDING SECTIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A4m3 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS T 3 J AB.o WALL SECTION 4 3/8" =1'-0" HIGH EAVE VENT, WHERE OCCURS, PER ROOF PLAN LEVEL 3.1 TOP PLATE 29'-2" WINDOW, PER ELEVS LEVEL 3.1 21'-2" LEVEL 2.1IIII 11' - 10" LEVEL 1 0'-0" A ULL-J WALL SECTION 3 3/8" = 1 t—Ott HIGH EAVE VENT, WHERE OCCURS, PER ROOF PLAN LEVEL 3.1 TOP PLATE 29' - 2" LEVEL 3.1 21' - 2" LEVEL 2.1 11' - 10" FURRED SIDING, PER ELEV LEVEL 1 0'-0" 12 WALL SECTION 2 3/8" = 1'-0" EL 3.1 TOP PLATE 29' - 2" LEVEL 3.1 21' - 2" BAY WINDOW LEVEL 2.1 11' - 10" DIMENSIONAL SIGNAGE, PER ELEV PRE-MFR CANOPY W/ TIE RODS, BEYOND WINDOW, PER ELEV PRE-MFR PLANTER SLAB -ON -GRADE LEVEL 1 0'-0" WALL SECTION NOTES: 1. REFER TO BUILDING SECTIONS FOR WALL, ROOF AND FLOOR ASSEMBLIES. 2. REFER TO DETAILS FOR COMPLETE DESCRIPTION. DETAILS ON WALL SECTIONS ARE DIAGRAMMATIC. 3. WALL SECTIONS SHOW FOOTINGS BEARING ON UNDISTURBED SOIL. THIS IS ONLY ALLOWABLE IF SOIL AT BOTTOM OF EXCAVATION MEETS MINIMUM BEARING CAPACITIES, OTHERWISE FOOTINGS MAY BE RESTING ON IMPORTED STRUCTURAL FILL. SEE CIVIL AND GEOTECHNICAL REPORT FOR REQUIREMENTS. Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative B B • 1 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 2 EAVE VENT, HERE OCCURS, 55a0 R RED A8.2 PER ROOF P AN I DAME :IMM CA OF 4 LEVEL 3.1 TOP PLATE A8.0 29' - 2" CO N O 00 Ujrn a O Fm u Z z0 p Q LU W LEVEL 3.1 C' J 21'-2" z LU L 2 � 2 OJaM N Lo LU Q N A8.1 CONFORMED L _J SET LEVEL 2.1 ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE FURRED SIDING, PER ELEV # Date Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A SIDING, PER ELEV D B CONTENTS: WALL SECTIONS SLAB -ON -GRADE C. I I LEVEL 1 0' 0" SCALE: As indicated L - - DRAWN: CS, RB 7 CHECKED: PRC, KW A8.0 PROJECT NO: 2021031 .00 WALL SECTION 1 3/8" = 1 1 -01 1 SHEET: A4ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS GUARDRAIL AT WALKWAY GUARDRAIL AT STAIRS STAIR GENERAL NOTES: HOUSING 1. CONTRACTOR TO PROVIDE EXTERIOR EGRESS BALCONY, EXTERIOR EGRESS STAIRWAY, LANDINGS, GUARDRAILS AND HOPE HANDRAILS TO MEET THE REQUIREMENTS OF THE IBC WITH WA STATE AMENDMENTS. 2. PRECAST CONCRETE STAIR TREADS - FASTEN SYSTEM TO STRUCTURAL FRAMING PER MANUFACTURER REQUIREMENTS. SEE we keep hope alive SHEET T1.2 FOR STAIR CODE REQUIREMENTS. 3. PREFINISHED ALUMUNUM VERTICAL PICKET GUARDRAILS WITH INTEGRAL HANDRAILS AND HANDRAIL EXTENSIONS - FASTEN SYSTEM TO STRUCTURAL FRAMING PER MANUFACTURER REQUIREMENTS. SEE SHEET A8.4 FOR GUARDS / HANDRAIL DESIGN. DESIGNS 6 6 6 northwest 4.20 4.20 4.2a ARCHITECTS 4/ 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnsnw.com 2, BUILDING B TYPICAL STAIR - NORTH SECTION 1/4" = 1'-0" BUILDING A STAIR - SECTION 1 /4" = 1'-0" (C.2) (C.1) LEVEL 3.1 TOP PLATEOC 29' - 2" 1 LEVEL 3.1 21' - 2" - ALL STAIRS EXCEPT BLDG A LEVI 16 RISERS @ 7" EA 15 TREADS @ 11" EA LEVEL 2.1 11' - 10" BLDG A LEVEL 1 ONLY: 21 RISERS @ 6 314" EA 20 TREADS @ 11" EA BOTTOM TREAD AT WALKWAY BOTTOM TREAD AT CONCRETE LEVEL 1 0 0 GUARDRAIL UNDER STAIRS AT 27" MAX AFF STAIR - LEVEL 2 1 /4" = 1 I-01 I VVl I I —IL VIVVLI\ V I II XQ % 2\ AT 27" MAX AFF BUILDING B TYPICAL STAIR - WEST SECTION 1 /4" = 1 I-011 C.1 )P PLATE 26'-8" LEVEL 3 18'-8" TOP TREAD LEVEL 2 9'-4" LEVEL 1 0'-0" STAIR - LEVEL 3 1 /4" = 1 I-01I PLATE 26' - 8" .EVEL 3 18'-8" .EVEL 2 9'-4" 1 �8.3 LEVEL 1 �� 0'-0" --(g r c architecture resource collaborative 119 MAIN ST, STE #200 C• SEATTLE, WA 98104-2579 (206) 322-3322 BUILDING B TYPICAL STAIR - NORTH ELEVATION 1 /4" = 1 I-011 55no R onyx 8'tA7E OF N O 00 Uj am Cn O Fm0 0 z0 Q LU W C� J Z LU U) I— Fm W W LL U) VQ= I— Ja 00 O N W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 MELV169[e]►11100al:1■Big] I:I # I Date I Description 1 10-19-2022 1 BID SET 2 01-25-2023 1 PERMIT RF_SUBIL .. _ Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I I B--j VERTICAL CIRCULATION SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A4m2O CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONCRETE CONTROL JOINTS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS, AND FINISH SCHEDULE LOCATED ON SHEET A10.0 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CELING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. USE MODEL A UNITS AS A BASIS FOR POTENTIAL FUTURE GRAB BAR AND ACCESSORY NEEDS. �T - 2 1/2" ENLARGED UNIT PLANS -B101. B102. B103. B104 1 /4" = 1'-0" 56" MIN 60" MIN 54" MIN 24" 12" 12" 1 4 MIN MIN MAX M GRAB BAR 36" MIN 1 to Cl) 16"-18' 5'-0" MIN. NOTE: REFER TO DETAILS 43, 52 & 54 ON SHEET T1.8 FOR FURTHER INFORMATION 7a-9a ---------- VERTICAL GRAB BAR, SEE NOTES DISPENSER LOCATION v g ACCESSIBLE TOILET MOUNTING DIMENSIONS SCALE: 1/4" = 1'-0" SEE SPECIFICATIONS FOR ADDITIONAL ACCESSORY INFORMATION FINISH GRAPHIC LEGEND i OMEN ■ CPT-1 TILE CARPETING #1 - COMMERCIAL CPT-2 TILE CARPETING #2 - RESIDENTIAL CPT-3 TILE CARPETING #3 - WALK -OFF MAT FL-1 RESILIENT FLOORING - TILE FL-2 RESILIENT FLOORING - TILE FL-3 RESILIENT FLOORING - SHEET CONC-1 EXPOSED CONCRETE SLAB -ON -GRADE Abn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 00 a 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 Uj a O Fm z z0 LU LU C� J Z LU U) I— Fm LU LL w M U) VQ= I— �a 00 O N L0 T W Q T_ N 00 CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I 0 ENLARGED UNIT PLANS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A5mO CONTRACTOR IS RESPONSIBLE FOR COORDINATING DJ AWINGS AND SPECIFICATIONS 0 5'-6" 4'-0114" � 2'-2" � ENLARGED UNIT PLAN - D101 1/4" = 1'-0" FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONCRETE CONTROL JOINTS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS, AND FINISH SCHEDULE LOCATED ON SHEET A10.0 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CEILING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. USE MODEL A UNITS AS A BASIS FOR POTENTIAL FUTURE GRAB BAR AND ACCESSORY NEEDS. ENLARGED UNIT PLAN - C101 1 /4" = 1'-0" S I M: C 102, C 103, D 102, D 103, D 104, D105 56" MIN 60" MIN 54" MIN 24" 12" 12" 1 4 MIN MIN MAX M GRAB BAR 36" MIN 1 M 16"-18' 5'-0" MIN. NOTE: REFER TO DETAILS 43, 52 & 54 ON SHEET T1.8 FOR FURTHER INFORMATION 7"-9a ---------- VERTICAL GRAB BAR, SEE NOTES DISPENSER LOCATION v g ACCESSIBLE TOILET MOUNTING DIMENSIONS SCALE: 1/4" = 1'-0" 0 SEE SPECIFICATIONS FOR ADDITIONAL ACCESSORY INFORMATION 2 1 T - 4 3/4" 4'- 6 1 /2" 4'-01/2" FINISH GRAPHIC LEGEND CPT-1 TILE CARPETING #1 - COMMERCIAL CPT-2 TILE CARPETING #2 - RESIDENTIAL CPT-3 TILE CARPETING #3 - WALK -OFF MAT FL-1 RESILIENT FLOORING - TILE FL-2 RESILIENT FLOORING - TILE Abn HOUSING HOPE we keep hope alive DESIGNS northwest Ilk ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 FL-3 RESILIENT FLOORING - SHEET CONC-1 EXPOSED CONCRETE SLAB -ON -GRADE Ri DAMIE STATE OF 1 11' - 5 1/4" 6'- 6 3/4" 3 ' •CLdSET 1 (I 2. 0 BEDROOM, t C f2 CLASET ; SEDI OOM 2 - 3'3/4" - 0 o 8 A5.5 BEDROOM'S 6' ri71 01— ULN i a1 T - 01/4" ENLARGED UNIT PLAN - C104 1/4" = 1'-0" SIM: D106 3 A5.6 0C 0 i0 w 2'-10" 9' - 0 3/4" F_ 0 co N O Co LU am cf) O FM 0 0 i z 0 Q � W 0J U) z LU 2 FM W W cf) LL U) VQ= O �a 00 N L0 W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES KEYPLAN DEPARTMENT C A g D ENLARGED UNIT PLANS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A5n1 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 0 N to N M L�� 8) (9 12'- 10 1 /4" 9' - 1 3/4" 6'-51/2" 6-6" Al LL INTERIOR, -PARTITIONS TO BE Al UNLESS OTHERWISE I'' f BEDROOM 1 i .'NOTED 4'-- 0;1/2" ' BEDROOM 2, r N C'm CLO_ =. {. AL GN 0 A5.6 0 - N REF. TO O 5 12 M o �I I 0 D EXTEND FLOORING UNDER COUNTERTOP OVERHANG, S 5- 2 1/2" ENLARGED UNIT PLAN -A204 O�0 DW - - - - - - - - - - - - - - - - - - - 8'- - 11 1/2" 1 /4" = 1'-0" SIM: A202, A203, A3021 A3031 A3041 B202, B302, C2015 C202, C2035 C301, C3025 C303, D2015 D202, D2031 D204, D2051 D301, D3021 D303, D3041 D305 FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONCRETE CONTROL JOINTS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS, AND FINISH SCHEDULE LOCATED ON SHEET Al0.0 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CELING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. USE MODEL A UNITS AS A BASIS FOR POTENTIAL FUTURE GRAB BAR AND ACCESSORY NEEDS. 60" MIN 24" 12" MIN MIN 36" MIN 5'-0" MIN. GRAB BAR M 16' 18' 12" MAX �4 MIN 54" MIN 4: ll NOTE: REFER TO DETAILS 43, 52 & 54 ON SHEET T1.8 FOR FURTHER INFORMATION TI VERTICAL GRAB BAR, SEE NOTES DISPENSER LOCATION 0 v g zo Z ACCESSIBLE TOILET MOUNTING DIMENSIONS SCALE: 1/4" = 1'-0" 15-53/4" 1T-43/4" -71 6'-63/4" 11 2'-51/2" 2'-51/2" 11 5'-9" q CLO. I . BEDROOM-1 . , BEDROOM- 2 5 - 10 3/4" 5-61/ - 3' 71%2 BEDROOM 3, 5.6 5 7 A5.6 A.5 6-TO IE • CLO:- - HOOK >< TRY -- 12 A5. 11 I DW I -- Lo 9 A5.6 62 0� O° ILL L-- 3-BED 1'- 0" END -EXTEND FLOORING 201 PANEL UNDER COUNTERTOP 914 SF OVERHANG, TYP 8' - 11 1/2" 6'- 10 1/2" ENLARGED UNIT PLAN - A201 1 /4" = 1'-0" SIM: A205, A301, A305, B201, B301, C204, C3045 D206, D306 SEE SPECIFICATIONS FOR ADDITIONAL ACCESSORY INFORMATION 12) (22.5 N N 6'-7" 5'-2" w Le W FINISH GRAPHIC LEGEND CPT-1 TILE CARPETING #1 - COMMERCIAL LA CPT-2 TILE CARPETING #2 - RESIDENTIAL IFA CPT-3 TILE CARPETING #3 - WALK -OFF MAT ❑ FL-1 RESILIENT FLOORING - TILE F1FL-2 RESILIENT FLOORING - TILE FL-3 RESILIENT FLOORING - SHEET CONC-1 EXPOSED CONCRETE SLAB -ON -GRADE 10' -11" 5'-7" 23 LC14 B1' BEDROOM M -• - -••III WAtKIN' - - � _ -,. t•- -'_- -- -_ - -11 ' I ELOS-T CLOSET ENLARGED UNIT PLAN - B203 1 /4" = 1'-0" SIM: B204, B303, B304 An HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 001, SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LU a 0 Z o Q LU w C� J Z LU H W Lim VQ= I— O Ja co Cn N LU Q N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES KEYPLAN DEPARTMENT Fj C A B D ENLARGED UNIT PLANS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 A5m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 0 LEGEND NOTES AO WARM -AIR DRYER TOILET SEAT COVER DISPENSER G UTILITY SHELF W/ MOP/BROOM J 0 RECESSED SANITARY NAPKIN O TOILET PAPER HOLDER © MIRROR O MIRROR W/ MEDICINE CABINET HOLDERS AND RAG HOOKS DISPOSAL UNIT © COMBINATION TOWEL OE DIAPER CHANGING STATION DRINKING FOUNTAINS 0 SURFACE MOUNTED TOWEL HOOK GRAB BAR TO TOWEL SHELF DISPENSER / WASTE RECEPTACLE, SANITARY NAPKIN DISPOSAL RECESSED UNIT TOWEL BAR © COMBINATION TOWEL OF LIQIUD SOAP DISPENSER TOILET PAPER DISPENSER W/ MULTI -ROLL TOILET TISSUE OO AIR BLADE HAND DRYER ® SHOWER BENCH DISPENSER/WASTE RECEPTACLE, STORAGE FOR EXTRA ROLL © DISPENSER OO ACCESSIBLE URINAL (PER 53 & 54 / T1.8) SURFACE MOUNTED 1. MAX AND MIN DIMENSIONS ARE FOR UNOBSTRUCTED FORWARD AND SIDE REACH RANGES PER SECTION 308 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. 2. DIMENSIONS ARE TAKEN FROM FINISH FLOOR TO THE OPERABLE PART OF RECEPTACLE, U.O.N 3. DRINKING FOUNTAINS - DIMENSION TO SPOUT OUTLETS 4. LAVATORIES - DIMENSION TO TOP OF RIM OR COUNTER SURFACE, WHICHEVER IS HIGHER. 5. MIRROR ABOVE LAVATORIES - DIMENSION TO BOTTOM OF REFLECTING SURFACE. 6. GRAB BARS - DIMENSION TO TOP OF GRIPPING SURFACE. 7. PROVIDE BLOCKING AS REQUIRED FOR ATTACHMENT OF ALL ACCESSORIES. 8. VERTICAL GRAB BAR AT ACCESSIBLE TOILET - PER ICC A117.1-2009, PROVIDE AN 18" VERTICAL GRAB BAR AS SHOWN, WITH THE BOTTOM OF THE BAR LOCATED 39-41 INCHES ABOVE THE FLOOR AND WITH THE CENTERLINE OF THE BAR LOCATED 39-41 INCHES FROM THE REAR WALL. 9. VERTICAL GRAB BAR AT ACCESSIBLE SHOWER - PER ICC A117.1-2009, PROVIDE AN 18" VERTICAL GRAB BAR AS SHOWN, 3-6 INCHES ABOVE THE HORIZONTAL GRAB BAR, AND 4 INCHES MAX INWARD FROM THE FRONT EDGE OF THE SHOWER. " L w w L] x 0 v > ❑ O - XPF1 o Eg [F111 * Zh Z Q i+� ifl C7 Z (V = CV CV CV CV J SIDE BY SIDE 2 ROLLS TYPICAL RESTROOM ACCESSORIES SCALE: 1 /4" = 1 t-Ott REFER TO 54 / T1.8 FOR FURTHER INFORMATION 0 REFER TO 42 / T1.8 FOR FURTHER INFORMATION 56" 8IIL 60" MIN 54" MIN 24" 12" 12" 1 4: MIN MIN MAX M 36" GRAB BAR MIN LO M 6) 16" 18' 1 7"-9" 5'-0" MIN. ACCESSIBLE TOILET MOUNTING DIMENSIONS U REFER TO 43, 52 & 54 / T1.8 FOR FURTHER INFORMATION SEE SPECIFICATIONS FOR ADDITIONAL ACCESSORY INFORMATION O 2 / \---- O 0 i <' TOILET �1 ` A109 ` OB ` 53 SF I � I , 's I L ENLARGED PLAN - TOILET (A109 1 /2" =1'-0" VERTICAL GRAB BAR, SEE NOTES DISPENSER LOCATION FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONCRETE CONTROL JOINTS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS, AND FINISH SCHEDULE LOCATED ON SHEET A10.0 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CELING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. USE MODEL A UNITS AS A BASIS FOR POTENTIAL FUTURE GRAB BAR AND ACCESSORY NEEDS. I I I I o O , I � i , I � TOILET Al 33 53 SF ` >1 PER 12 / T1.8, ENLARGED PLAN - TOILET (A113 1 /2" = 1 t—Ott Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 Uj am Cn O Fm u Z z0 LLJ Q LL I 0 J 2 3: z LU U) LU LU Cl) LL c, a H O Ja co N Lo LU a T_ N ao CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFOR Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES KEYPLAN DEPARTMENT C A B D CONTENTS: ENLARGED COMMERCIAL RESTROOM PLANS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A5m3 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONCRETE CONTROL JOINTS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS, AND FINISH SCHEDULE LOCATED ON SHEET All 0.0 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CEILING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. USE MODEL A UNITS AS A BASIS FOR POTENTIAL FUTURE GRAB BAR AND ACCESSORY NEEDS. 7 8 A3.1 1 2'-41/2" 4'-0" A (V 0 v A3.1 2 2 40 A.5 1 • 1 WIN OWN LRAINN LV VIA - CORRIDOR 1 i o 56" 60" MIN 54" MIN 24" 12" 1 12" 1 4: MIN MIN MAX M GRAB BAR 36" MIN O M [77 16"-18' 5-0" MIN. NOTE: REFER TO DETAILS 43, 52 & 54 ON SHEET T1.8 FOR FURTHER INFORMATION 7n-9n VERTICAL GRAB BAR, SEE NOTES --- DISPENSER LOCATION v � �z ACCESSIBLE TOILET MOUNTING DIMENSIONS SCALE: 1 /4" = V-0" SEE SPECIFICATIONS FOR ADDITIONAL ACCESSORY INFORMATION 9) (10) (11 FINISH GRAPHIC LEGEND F/I CPT-1 TILE CARPETING #1 - COMMERCIAL Lj CPT-2 TILE CARPETING #2 - RESIDENTIAL IFH CPT-3 TILE CARPETING #3 - WALK -OFF MAT 1-1 FL-1 RESILIENT FLOORING - TILE 171 FL-2 RESILIENT FLOORING - TILE FL-3 RESILIENT FLOORING - SHEET CONC-1 EXPOSED CONCRETE SLAB -ON -GRADE 12 i u - u.. 9'-01/2" 5'-11112" Ilk T 10 3/4" 2 MECH EQUIP ° �� -6 .°. - -- - •d .a - -F --- 7 LL 7 L "�-=�-_= p a --MECH 1 HPWH 1 pl :i: d ` --= 1< ° 1^ 4 " iL 8_-�-I 9 FIRE RISER; `' °.a ,il ELEC== a"� = �. - 4" _ :A122 .: i. "__4 - a 12 A1�24i - d_ • <I a a - L e J d 9 SECURE FILE PROPERTY °' li" ' a a 11 A5.7 Al04 OFFICE A10 COPY/WORK A 005 STORAGE CD A123 �- 2/ A5.7 3 SERVICES OFFICE SERVICES OFFICE SERVICES OFFICE COMMUNITY PROPER All 12 A107� 106 / PANTRY A120 OA 02E I MEN EmmaJ01G 1NI111101111 2'-41 ENLARGED PLAN - BUILDINGA- LEVEL 1 3/16" = 1'-0" 6'-31/2" 8' - 2 3/4" 5'-33/4" i I I I I � 3'- 1 3/4" 4'- 1 1/2" 8'-71/2 �I 8'-23/4" 3 A3.1 I I I I I 5'- 11" COMMUNITY A101 5 A5. 2'-1 I I. 8'-111/2" I 4'-1011 I. / KNOX BOX - - 113 ANN HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.desi8nsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N 0 00 LU am Cn 0 FMz i z 0 A 0 LU W C� J U) Z LU 2 H FM W W cf) LL v ~ U) M VQ O Ja 00 N L0 LU Q 00 N A.5 CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE M # Date Description rn 1 10-19-2022 BID SET BID 3 03-31-2023 CONFOR M Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H co KEYPLAN C A B N 3'-8" D B B. 1 CONTENTS: ENLARGED COMMERCIAL B.2 FINISH PLAN SCALE: As indicated Al CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEE A5n4 I I IFICATIONS CV 1'-3" 2'-6" 2'-6" 2'-6" 2'-0" AT BASE CAB CLR TYPE B ONE -WALL KITCHEN CASEWORK 1 /2" = 1'-0" POWER OL J P LAMINATE END PANEI \NEL ACCESSIBLE / TYPE A ISLAND BACK 1 /2" =1'-0" IRAWAM W/lLL U/lVL BATH 2 VANITY 1 /2" =1'-0" srAWAti V vml U( 1 TYPE B BATHROOM VANITY 1 /2" = 1'-0" ACCESSIBLE / TYPE A ISLAND SIDE 1 /2" =1'-0" SOFFIT 9 2'- 10" M 'v. rn N T_ 2'-0" \ EQ EQ 0 ADA KNEE CLR CAB ACCESSIBLE / TYPE A VANITY 1 /2" = 1'-011 INTERIOR ELEVATION GENERAL NOTES: 1. INTERIOR ELEVATIONS ARE DIAGRAMMATIC FOR THE PURPOSES OF COORDINATION AND BIDDER -PREPARED CASEWORK SHOP DRAWINGS. 2. REFER TO ENLARGED FLOOR PLANS, REFLECTED CEILING PLANS, DETAILS, AND STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS FOR FURTHER INFORMATION. 3. REFER TO FIRE SUPPRESSION DESIGN -BUILD SHOP DRAWINGS (PREPARED BY OTHERS) FOR FURTHER INFORMATION. 4. ALL NOTES AND DIMENSIONS SHOW IN A ROOM ARE TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, U.N.O. 5. THE ENTIRE BUILDING FACILITY LEVEL 1 MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS, ICC Al17.1-2009, AND USAF (UNIFORM FEDERAL ACCESSIBILITY STANDARDS). CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE ACCESSIBLE REQUIREMENTS AND AS SHOWN ON SHEETS T1.8 & T1.9. 6. THESE DRAWINGS ARE SHOWN FOR CONTRACTOR'S CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. 7. CONTRACTOR TO VERIFY ROUGH OPENINGS OF WINDOWS AND DOORS. 8. DOOR THRESHOLDS TO BE LEVEL FROM JAMB TO JAMB. 9. PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO ACCOMMODATE INSTALLATION OF EQUIPMENT, APPLIANCES, FIXTURES, ACCESSORIES, FURNISHINGS, AND HANDRAILS/ GUARDRAILS. 10. PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO ACCOMMODATE INSTALLATION OF FUTURE EQUIPMENT, APPLIANCES, FIXTURES, ACCESSORIES, FURNISHINGS, AND HANDRAILS/ GUARDRAILS. CONTRACTOR TO COORDINATE BLOCKING LOCATIONS WITH THE OWNER FOR THESE ITEMS. 11. ACCESSIBLE SINKS AND LAVATORIES TO BE MAX. 34" AFF TO TOP OF SINK OR LAVATORY RIM. 12. LEVEL 1 MOUNTING HEIGHTS OF RESTROOM ACCESSORIES AND PLUMBING FIXTURES TO CONFORM TO ACCESSIBILITY REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS, ICC Al17.1-2009, AND USAF (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), AND AS SHOWN ON SHEETS T1.8 & T1.9. 13. STANDARD CASEWORK SIZES ARE TO BE PROVIDED WHEREVER POSSIBLE. 14. PROVIDE 1" MIN. SCRIBE TRIM WHERE CABINETRY ABUTS WALLS AND SOFFITS. 15. WRAP DRAIN AND HOT WATER LINE PIPES WITH INSULATING MATERIAL UNDER ACCESSIBLE SINKS / LAVATORIES (PROTECT AGAINST CONTACT, NO SHARP OR ABRASIVE SURFACES), WHERE NO ACCESSIBLE BASE CAB EXISTS. 16. PROVIDE PIPE PROTECTION AND APPEARANCE PANELS AT OPEN KNEE CLEARANCES UNDER ACCESSIBLE COUNTERTOP SINKS / LAVATORIES. ADJACENT EXPOSED CABINET SIDES, REAR WALL AND BASE, AND FLOOR SURFACE TO BE FINISHED. 17. PROVIDE FINISHED FLOOR UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 18. HARDWARE NOT SHOWN - REFER TO PROJECT MANUAL SPECIFICATIONS FOR FURTHER INFORMATION. ACCESSIBLE HARDWARE REQUIRED AT LEVEL 1 SPACES. 19. RESTROOM ACCESSORIES NOT SHOWN - REFER TO ENLARGED FLOOR PLANS AND PROJECT MANUAL SPECIFICATIONS FOR FURTHER INFORMATION. ACCESSIBLE RESTROOM ACCESSORIES REQUIRED AT LEVEL 1 SPACES. 20. ESDS 6.01A & 6.0113 - COMPOSITE WOOD PRODUCTS MUST BE CERTIFIED AS NO ADDED FORMALDEHYDE (NAF) OR ULTRA - LOW EMITTING FORMALDEHYDE (ULEF), INCLUDING PLYWOOD, PARTICLEBOARD, MDF, AND WITHIN OTHER PRODUCTS LIKE CABINETS AND DOORS. 21. ALL UPPER CABS TO HAVE (2) ADJUSTABLE SHELVES, U.N.O. 22. ALL BASE CABS TO HAVE (1) ADJUSTABLE SHELF, U.N.O. 23. IN ALL TYPE B UNITS, PROVIDE REINFORCEMENT (BLOCKING / SHEATHING) FOR FUTURE INSTALLATION OF ACCESSIBLE ACCESSORIES (GRAB BARS, SHOWER SEATS, ETC) AT WATER CLOSETS, SHOWER COMPARTMENTS AND BATH TUBS, U.N.O. 24. LEVEL 1 CABINETS AND SHELVING TO PROVIDE ACCESSIBLE COMPONENTS PER 54 / T1.9. 2' 0" COUNTER EQ EQ RANGE HO(CONTROLS BRACKET 8 POWER OU' A9.0 PER ELEC, ANGLE BRACKET AT TOP & BOT. FULL END PANEL ADA KNEE CLR LAMINATE OPEN UNDER BASE CAB DW PANEL BEYOND COUNTERTOP - N 2'-6" 2'-0" ACCESSIBLE / TYPE A ISLAND FRONT - 1 /2" =1'-0" 1 i N I i 00 M o 18" DEEP RANGE HOOD MICRO SHELF CONTROLS 0 0 0 0 0 0 0 0 0 - 0 ADJUSTAB FULL END TYP OF (6) PANEL M_ OPEN TO PAINTED ADA KNEE DW `0 GWB AND WALL CLR CAB BASE BEYOND FULL END PANEL WALL BASI 1 3 � CLR � 2'-6" 2'-6" � CLR � (�A9: ACCESSIBLE / TYPE A ONE -WALL CASEWORK 1 /2" =1'-0" i i _E SHELVES, 00 - UNIT D101 PANTRY 1 /2" = 1'-011 I 1'-3" 1 2'-6" 2'-0" 1 2'-10" I ACCESSIBLE / TYPE A WALL CASEWORK 1 /2" = 1'-011 2'-0" 0 \ EQ E ADA KNEE CLR CAB WALL BASE, TYP - ACCESSIBLE / TYPE A VANITY 2 1 /2" = 1'-011 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 40+4 360. 6'9.3441 11.0. 8ux 1270 10031 SR 53', Suitc 13 Staff-o d. WA 98292 ��ex.dcsinsn w.cum airic architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 (0 N O 00 Uj am Cn O Fm u Z z0 LLJ LLI C� J z LU U) LU LU Cl) LL c, a H O Ja co N Lo LU Q T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFOR Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A D B CONTENTS INTERIOR ELEVATIONS AND GENERAL NOTES SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 �2 r 445 m 5 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS I 9 I TYPE B ISLAND BACK 1 /2" =1 t-Ott 2'-6" BATHROOM VANITY 1 /2" =1'-0" WA Col LAIC PAP GALLEY KITCHEN ISLAND BACK 1 /2" =1'-0" LOW RTOP E PO OU LAI EN f,04 TYPE B ISLAND SIDE 1 /2" = 1'-0" MDF PANEL 'v OPEN ADJUSTABLE SHELVING WALL BASE TYP. BATHROOM - ELEVATION 2 1 /2" = 1'-0" GALLEY KITCHEN ISLAND SIDE 1 /2" = 1'-0" 1'-3" 1, 1'-3" 2'-6" 2'-0" 1'-0" TYPE B ISLAND FRONT 1 /2" = 1'-0" 2'-6" 1'-0" BATH VANITY 2 1 /2" = 1'-0" 2'-0" 2'-6" 1'-3" 1'-3" GALLEY KITCHEN ISLAND FRONT 1 /2" = 1'-0" M RANGE HOOD CONTROLS I I 'v rn N zo � O V Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 1'-0" 2'-6" 2'-0" 2'-10" m TYPE B GALLEY KITCHEN WALL CASEWORK 1 /2" =1'-0" DWAKE HATE OF 1'-3" 2'-6" �, 2'-6" �, 2'-6" 2'-0" CLR ONE -WALL KITCHEN, TYP 1 /2" = 1 t-Ott co N O 00 Uj am O Fm u Z z0 0p Q LU LL1 C� J z LU U) Fm i— LU LU Cl) LL c, a I— O Ja co N Lo LU Q N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFOR RESUB 9 SIM A9.0 Apr 04 2023 CITY OF EDMONDS DEVE DEPARTMENT SOFFIT C�1 �' "I� � �'� ,'' _ KEYPLAN C A 18" DEEP _,j MICRO SHELF END PANEL o D `V _ B 1'- 10 1l2" CLR 0 0 CONTENTS: 01 0 o INTERIOR ELEVATIONS 0 o Cl) BASE - �� � SCALE: As indicated �� DRAWN: CS, RB CHECKED: PRC, KW PROJECT No: 2021031.00 2'-10" 2'-0" 2'-6" 1'-0" GALLEY KITCHEN WALL CASEWORK 1 /2" =1'-0" CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS T-6" 3'-0" T-6" o c� A/V / POWER OUTLET, --------------------- ----� PER ELEC I r — MONITOR, OFOI I I I II II SOLID � II BLOCKING, CFCI I I I I I L - JI I I 5 L J COUNTERTOP OVER A9.0 OPEN CASEWORK W/ ADJUSTABLE SHELVES 0 co M 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" EQ 15' - 0" EQ WALL co MULTIPURPOSE (A111) NORTH ELEVATION 1 /2" =1'-0" COMMUNITY (A101) ELEVATION 1 /2" =1'-0" 0 N to w U- to w J_ U— li — V — L. VVr%LL Uf1JL, I I r MAINTENANCE (C123) NORTH ELEVATION 1 /2" =1'-0" 3ASE MULTIPURPOSE (A111) EAST ELEVATION 1 /2" = 11-011 EQ EQ 1'-6" 2'-9" 2'-6" 3'-0" ih M 'v t9 ADA KNEE OPEN TO PAINTED C' CLR CAB GWB AND WALL O° rn BASE BEYOND Akr*- HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 WALL BASE 6" 2' 9" 2' 6" 1' - 6" 1' 6" WALL BASE 9'-9" MULTIPURPOSE (Al 11) SOUTH ELEVATION 1 /2" = 11-011i�IG HATE OF WASHER/ DRYER, OFCI ----------- I I 4 I I A9.0 COUNTER BRACKET @ 2'-0" O.C. \ OPEN TO PAINTED GWB AND WALL BASE BEYOND LAUNDRY (C122) EAST ELEVATION 1 /2" = 11-011 '). - f)„ '). - f)„ ,I - nu ), - n,- V MILL UIIVL 2'-0" I_ 2'-0" I. 2'-0" I. 2'-0" I. COPY/WORK (A105) NORTH ELEVATION 1 /2" = 11-011 o x N Cl) If Ir If VVr - CONSULTATION (A108) WEST ELEVATION 1 /2" =1'-0" \ _ - co -� 0 v v OPEN TO PAINTED __ o GWB AND WALL BASE BEYOND / \ 2' 6" COPY / WORK (A105) EAST ELEV 1 /2" =1'-0" c0 N O 00 Uj am O Fm u Z z0 Q Q LU LLI C� J z LU U) LU LU Cl) L p—f c, a am� co N LO W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFOR Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A D B CONTENTS: INTERIOR ELEVATIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 rA 3 15�47 ■ 1)� CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING VICES N HOWN HESE D NGS. 3. ALL GWB CEIL NGS ANDS FFITS ARE SUSPENDED N WOOD­FRAMIN`G��� 4. REFER TO INTERIOR FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. ERV MOUNTING AND ACCESS HATCH TO BE PER 3 / A9.0 CEILING LEGEND 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH, (REFER TO ASSEMBLIES ON A4 SHEETS FOR FURTHER INFORMATION) GYPSUM CEILING BOARD (LEVEL 4 FINISH) ON 12" DROPPED SOFFIT, (2x4 WD FRAMING AT 16" OC, FLAT FRAME SOFFITS PER DETAIL 3 / A9.0 ) 2X4 ACOUSTICAL TILE CEILING ERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT EXIT SIGN, MOUNT PER 3 / A5.7 A 2X4 LUMINAIRE, PER ELEC 2X2 LUMINAIRE, PER ELEC PENDANT LUMINAIRE, PER ELEC SCONCE LUMINAIRE, PER ELEC EXTERIOR WALL PACK LUMINAIRE, PER ELEC, (CENTER ON DOOR WHERE AT ENTRANCE, TYP) {C} SURFACE -MOUNTED LUMINAIRE, PER ELEC e SURFACE -MOUNTED LUMINAIRE, PER ELEC EXTERIOR SURFACE -MOUNTED DOWN LIGHT, PER ELEC (CENTER ON DOOR WHERE AT ENTRANCE, TYP) SURFACE -MOUNTED CEILING FAN, PER ELEC/MECH 2 1 6 7 8 9 10 A4.0 11 4 A4.0 DROPPED BEAM, PER STRUCT, WRAP W/ (2) LAYERS TYPE-X GWB, SEE A7.0 FOR MORE INFO 7 A4.2 9 A4.3 SERVICES OFFICE A112 „ +8 SERVICES OFFICE A107 „ -0 SERVICES OFFICE A106 +8 -0 COMMUNITY PANTRY A 120 +8'-0" PROPERTY OFFICE „ A 102 +8 -0 OPEN TO STRUCTURE iE. 1 1 1) 1 1 , , S109 q q> III v % m ,.1 — II=101 - 12 =3 BED' "ACCESSIBLE f. TYPE A"-'-. y,+8'-D7777-7 1-HR RATED ASSEMBLY W/ (2) LAYERS TYPE-X GWB AT SOFFIT AT ADJACENT OCC. 2 (GA FILE FC 5050 SIMILAR) 20 21 22 22.5 23 A4.0 24 A4.0 25 RCP - LEVEL 1 - BUILDING A & B 1 /8" = 1'-0" Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com Ar c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 A. DROPPED BEAM, PER STRUCT, WRAP W/ (2) LAYERS TYPE-X GWB, SEE A7.0 FOR MORE INFO 7 A4.2 9 A4.3 co N 0 Uj Co am C 0 Fm z z0 Q LU W C� J z LU Fm H W cf) LL M U) VQ= I- O Ja m N L0 LU CIO N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date I Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT 3 03-31-2023 CONFOR Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A D D B RCP - LEVEL 1 - BUILDING A & B SCALE: As indicated DRAWN: CS, RIB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: N A6ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING DEVICES N9T_SHOWN ON -THESE DRAWINGS. 3. ALL GWB CEILINGS AND SOFFITS ARE SUSPENDED ON WOOD FRAMING. 4. REFER TO INTERIOR FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. ERV MOUNTING AND ACCESS HATCH TO BE PER 3 / A9.0 CEILING LEGEND 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH, (REFER TO ASSEMBLIES ON A4 SHEETS FOR FURTHER INFORMATION) GYPSUM CEILING BOARD (LEVEL 4 FINISH) ON 12" DROPPED SOFFIT, (2x4 WD FRAMING AT 16" OC, FLAT FRAME SOFFITS PER DETAIL 3 / A9.0 ) Ffl2X4 ACOUSTICAL TILE CEILING WERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT 711, EXIT SIGN, MOUNT PER 3 / A5.7 A 2X4 LUMINAIRE, PER ELEC 2X2 LUMINAIRE, PER ELEC PENDANT LUMINAIRE, PER ELEC SCONCE LUMINAIRE, PER ELEC EXTERIOR WALL PACK LUMINAIRE, PER ELEC, (CENTER ON DOOR WHERE AT ENTRANCE, TYP) {C} SURFACE -MOUNTED LUMINAIRE, PER ELEC e SURFACE -MOUNTED LUMINAIRE, PER ELEC EXTERIOR SURFACE -MOUNTED DOWN LIGHT, PER ELEC (CENTER ON DOOR WHERE AT ENTRANCE, TYP) SURFACE -MOUNTED CEILING FAN, PER ELEC/MECH 1 2 3 4 5 4 3 A4.1 A4.1 6 7 1 HPWH -'FIRE RISER:',, v.ELEC;'- , ..MECH -,,'ELEC"" D122• 98SF"-''_';.. 4 3 A4.1 A4.1 15 16 17 18 19 20 21 RCP - LEVEL 1 - BUILDING C & D 1 /8" = 1'-0" AIV\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 Wm m a O Fm z i z Q 0 LU LU 0� O z LU U) H I— W W cf) L IY LL I—WU) M °� V 00 m 0 (L Q N L0 Z 00 = W Q 7-- N 6 J_ CONFORMED SET ISSUE DATE: MARCH 31, 2023 L Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I 0 RCP - LEVEL 1 - BUILDING C & D SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A6m12 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING VICES N HOWN HESE D NGS. 3. ALL GWB CEIL NGS ANDS FFITS ARE SUSPENDED N WOOD FRAMING. 4. REFER TO INTERIOR FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. ERV MOUNTING AND ACCESS HATCH TO BE PER 3 / A9.0 CEILING LEGEND 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH, (REFER TO ASSEMBLIES ON A4 SHEETS FOR FURTHER INFORMATION) GYPSUM CEILING BOARD (LEVEL 4 FINISH) ON 12" DROPPED SOFFIT, (2x4 WD FRAMING AT 16" OC, FLAT FRAME SOFFITS PER DETAIL 3 / A9.0 ) 2X4 ACOUSTICAL TILE CEILING ERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT EXIT SIGN, MOUNT PER 3 / A5.7 2X4 LUMINAIRE, PER ELEC 2X2 LUMINAIRE, PER ELEC PENDANT LUMINAIRE, PER ELEC SCONCE LUMINAIRE, PER ELEC EXTERIOR WALL PACK LUMINAIRE, PER ELEC, (CENTER ON DOOR WHERE AT ENTRANCE, TYP) {C} SURFACE -MOUNTED LUMINAIRE, PER ELEC e SURFACE -MOUNTED LUMINAIRE, PER ELEC EXTERIOR SURFACE -MOUNTED DOWN LIGHT, PER ELEC (CENTER ON DOOR WHERE AT ENTRANCE, TYP) SURFACE -MOUNTED CEILING FAN, PER ELEC/MECH 6 7 8 9 10 11 12 z , A4.0 A4.0 7 A4.2 N N c0 a 0 W LL W 06 L) z_ RCP - LEVEL 2 - BUILDING A & B 1 /8" = 1'-0" 9 A4.3 1-HR RATED ASSEMBLY W/ (2) LAYERS TYPE-X GWB AT SOFFIT AT ADJACENT OCC. (GA FILE FC 5050 SIMILAR) E 21 22 22.5 23 2 A4.0 �I. 0 A.5 7 A4.2 9 A4.3 ANN HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.desi8nsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 Uj Co am 0 �z Z o Q LU W C� J Z LUj) I— W W cf) LL M U) VQ= I— O Ja 00 N L0 W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A D B RCP- LEVEL 2 - BUILDING A & B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A6m21 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING VICES N HOWN HESE D NGS. 3. ALL GWB CEIL NGS ANDS FFITS ARE SUSPENDED N WOOD FRAMING. 4. REFER TO INTERIOR FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. ERV MOUNTING AND ACCESS HATCH TO BE PER 3 / A9.0 CEILING LEGEND 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH, (REFER TO ASSEMBLIES ON A4 SHEETS FOR FURTHER INFORMATION) GYPSUM CEILING BOARD (LEVEL 4 FINISH) ON 12" DROPPED SOFFIT, (2x4 WD FRAMING AT 16" OC, FLAT FRAME SOFFITS PER DETAIL 3 / A9.0 ) Ffl2X4 ACOUSTICAL TILE CEILING WERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT ® EXIT SIGN, MOUNT PER 3 / A5.7 2\ 2X4 LUMINAIRE, PER ELEC 2X2 LUMINAIRE, PER ELEC j 2 `., PENDANT LUMINAIRE, PER ELEC SCONCE LUMINAIRE, PER ELEC EXTERIOR WALL PACK LUMINAIRE, PER ELEC, (CENTER ON DOOR WHERE AT ENTRANCE, TYP) {C} SURFACE -MOUNTED LUMINAIRE, PER ELEC e SURFACE -MOUNTED LUMINAIRE, PER ELEC EXTERIOR SURFACE -MOUNTED DOWN LIGHT, PER ELEC (CENTER ON DOOR WHERE AT ENTRANCE, TYP) SURFACE -MOUNTED CEILING FAN, PER ELEC/MECH RCP - LEVEL 2 - BUILDING C & D 1/8" = 1'-0" 3 4 5 i T 7 CV CD Q O H W LL LU W m 06 Q Z_ 0 J_ 5 m 8 TYP A4.3 ANN HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 Wm m am Cn O �0 0 i z 0 Q LU W C� J Z LUj) I— W W cf) LL M U) VQ= H O Ja 00 N L0 T W Q T_ N 00 CONFORMED SET ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I 0 RCP-LEVEL2- BUILDING C & D SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW N PROJECT NO: 2021031.00 SHEET: A6m22 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING VICES N HOWN HESE D NGS. 3. ALL GWB CEIL NGS ANDS FFITS ARE SUSPENDED N WOOD FRAMING. 4. REFER TO INTERIOR FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. ERV MOUNTING AND ACCESS HATCH TO BE PER 3 / A9.0 CEILING LEGEND 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH, (REFER TO ASSEMBLIES ON A4 SHEETS FOR FURTHER INFORMATION) GYPSUM CEILING BOARD (LEVEL 4 FINISH) ON 12" DROPPED SOFFIT, (2x4 WD FRAMING AT 16" OC, FLAT FRAME SOFFITS PER DETAIL 3 / A9.0 ) Ffl2X4 ACOUSTICAL TILE CEILING WERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH A EXIT EXIT SIGN, MOUNT PER 3 / A5.7 2X4 LUMINAIRE, PER ELEC CV 2X2 LUMINAIRE, PER ELEC m A a PENDANT LUMINAIRE, PER ELEC O i— SCONCE LUMINAIRE, PER ELEC tY W EXTERIOR WALL PACK LUMINAIRE, PER ELEC, LL W (CENTER ON DOOR WHERE AT ENTRANCE, TYP) {C} SURFACE -MOUNTED LUMINAIRE, PER ELEC 06 e SURFACE -MOUNTED LUMINAIRE, PER ELEC V EXTERIOR SURFACE -MOUNTED DOWN LIGHT, PER ELEC z Z (CENTER ON DOOR WHERE AT ENTRANCE, TYP) J SURFACE -MOUNTED CEILING FAN, PER ELEC/MECH m 6 7 8 9 10 7 A4.2 W. 9 A4.3 12 1 A4.0 i o i io 2 A4.0 20 21 22 22.5 23 RCP - LEVEL 3 - BUILDING A & B 1 /8" = 1'-0" o i io 2 A4.0 20 21 22 22.5 23 RCP - LEVEL 3 - BUILDING A & B 1 /8" = 1'-0" �I. 1 A4.0 A.5 7 A4.2 B.1 B.2 9 A4.3 ANN HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 Uj m Z 0 z 0 i � Q Q LLJ LLI C� J U) Z LLJU) H LLl Fn LU U) VQ= H O JZ 00 N L0 W Q 00 T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DKEYPLAN DEPARTMENT C A I DI - B RCP- LEVEL3- BUILDING A & B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW N PROJECT NO: 2021031.00 SHEET: A6m31 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING VICES N HOWN HESE D NGS. 3. ALL GWB CEIL NGS ANDS FFITS ARE SUSPENDED N WOOD FRAMING. 4. REFER TO INTERIOR FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. ERV MOUNTING AND ACCESS HATCH TO BE PER 3 / A9.0 CEILING LEGEND 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH, (REFER TO ASSEMBLIES ON A4 SHEETS FOR FURTHER INFORMATION) GYPSUM CEILING BOARD (LEVEL 4 FINISH) ON 12" DROPPED SOFFIT, (2x4 WD FRAMING AT 16" OC, FLAT FRAME SOFFITS PER DETAIL 3 / A9.0 ) Ffl2X4 ACOUSTICAL TILE CEILING WERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH A EXIT EXIT SIGN, MOUNT PER 3 / A5.7 2X4 LUMINAIRE, PER ELEC 2X2 LUMINAIRE, PER ELEC 0 PENDANT LUMINAIRE, PER ELEC SCONCE LUMINAIRE, PER ELEC EXTERIOR WALL PACK LUMINAIRE, PER ELEC, (CENTER ON DOOR WHERE AT ENTRANCE, TYP) {C} SURFACE -MOUNTED LUMINAIRE, PER ELEC e SURFACE -MOUNTED LUMINAIRE, PER ELEC EXTERIOR SURFACE -MOUNTED DOWN LIGHT, PER ELEC (CENTER ON DOOR WHERE AT ENTRANCE, TYP) SURFACE -MOUNTED CEILING FAN, PER ELEC/MECH T 6 A4.2 (C.2 C.1 8 A4.3 RCP - LEVEL 3 - BUILDING C & D 1 /8" = 1'-0" O O O FIF11 6 7 A CM a 0 i— W W LL LU W m 06 Q 0 Z_ F3 J_ 5 co AIV\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 0 00 LU CY) am cf) O �0 z Z o Q0 LU W C� J z LU U) I— LU W U) cf) LL VQ= H O Ja 00 N T LU Q CIO N CONFORMED SET ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I 0 .l•�lruwr�ln>, RCP-LEVEL3- BUILDING C & D SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A6m32 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PARTITION SCHEDULE STC RATING = 34 GWB - TYPE X EACH SIDE WOOD STUDS @ 16" O.C. AT FIRE RATED LOCATIONS PER FLOOR PLANS, FIRE CAULK PERIMETER AND PENETRATIONS AND FIRE TAPE JOINTS STC RATING = 35-37 5/8" GWB - TYPE X, EACH SIDE 2X6 WOOD STUDS @ 16" O.C. ACOUSTIC BATT INSULATION - SEE ACOUSTIC NOTES AT FIRE RATED LOCATIONS PER FLOOR PLANS, FIRE CAULK PERIMETER AND PENETRATIONS AND FIRE TAPE JOINTS. REFER TO GA FILE NO WP 3661 FOR MORE INFORMATION. STC RATING = 56 2 LAYERS 5/8" GWB (OUTER LAYER TYPE-X), EACH SIDE 2X4 WOOD STUD @ 16" O.C. STAGGERED 8" O.C. ON 2X6 PLATES ACOUSTIC BATT INSULATION - SEE ACOUSTIC NOTES FIRE CAULK PERIMETER AND PENETRATIONS AND FIRE TAPE JOINTS. REFER TO GA FILE NO WP 3262 FOR MORE INFORMATION. EXTERIOR WALLS GA FILE NO. PROPRIETARY W P 7940 GYPSUM BOARD. GLASS MAT GYPSUM SUBSTRATE. WOOD STUDS Fire Design: One layer 5/8" proprietary type X glass mat gypsum sheathing applied parallel or at right angles to 2 x 4 wood studs 16" o.c. with galvanized roofing nails, 1-3/4" long, 0.128" shank, 7/16" head, 7" o.c. or 1-1/4" corrosion resistant Type W screws 8" o.c. Exterior cladding to be attached through glass mat sheathing to studs. INTERIOR SIDE: One layer 5/8" proprietary type X gypsum board applied parallel or at right angles to studs with 6d coated nails, 1-7/8" long, 0.0915" shank, 1/4" heads. 7" o.c. or 1-1/4" Type W screws 8" o.c. (LOAD -BEARING) Joints staggered on opposite sides. Sound Design: Sound tested with resilient channels 24" o.c. attached at right angles to interior side of 2 x 4 wood studs with 1-1/4" Type W screws. One layer 5/8" proprietary type X gypsum board applied vertically to channels with 1" screws 8" o.c. 3-1/2" glass fiber insulation in stud cavity. PROPRIETARY GYPSUM BOARD National Gypsum Company - 5/8" Gold Bond`' eXP`Fire-Shield" Sheathing - 5/8" Gold Bond" Fire -Shield Gypsum Board 1 HOUR FIRE 50 to 54 STC SOUND Thickness: 4-3/4" (Fire) 5-1/4" (Sound) Approx. Weight: 7.5 psf Fire) 7.8 psf Sound) FireTest: UL R3501, 07NK17992. 12-12-07. 11 NK04794 04-08-11. UL Designs U337, U305 Sound Test: NGC2011071, 12-19-11 PARTITION SCHEDULE NOTES: 1. PLAN INDICATORS AND PARTITION TYPES ARE N.T.S. 2. JOINTS STAGGERED 24" EACH LAYER AND SIDE, SEAL ALL PENETRATIONS. 3. SEE STRUCTURAL FOR LOAD BEARING AND SHEAR WALL LOCATIONS. SHEATHING IS NOT SHOWN ON ARCHITECTURAL DRAWINGS - PROVIDE SHEATHING PER STRUCTURAL. 4. CONTRACTOR TO COORDINATE SHEARWALL LOCATIONS WITH PARTITION TYPES INDICATED. GWB FINISH IS TO BE COORDINATED SUCH THAT WALLS CONTAINING PLYWOOD SHEATHING DO NOT RESULT IN A NON -FLUSH OR'STEPPED' FINISHED WALL SURFACE. 5. ACOUSTIC PARTITIONS: FILL WITH BATT INSULATION FOR "SOUND CONTROL", U.O.N. THE THICKNESS SHALL BE FULL WIDTH OF STUDS. SECURE INSULATION TO PREVENT SAGGING AND SEAL PERIMETER PER GYPSUM ASSOCIATION DESIGN MANUAL - SEE SPECIFICATION FOR JOINT SEALANTS. STAGGER AND SEAL ALL ELECTRICAL OUTLETS. EXTEND GWB TO UNDERSIDE OF DECK - TYP. WHERE PARTITIONS SEAL TO A ROUGH OR CORRUGATED SURFACE, CLOSURE STRIPS ARE REQUIRED. 6. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE (JOISTS WHERE PERPENDICULAR, DECK WHERE PARALLEL AND NOT FALLING ON A JOIST), U.O.N. - SEE INTERIOR ELEVATIONS. 7. AT NON -BEARING PARTITIONS THAT EXTEND TO STRUCTURE OR DECK ABOVE, FURNISH SLIP CONNECTION AT TOP OF WALL THAT ALLOWS 1-1/21, MIN. DIFFERENTIAL DEFLECTION OF STRUCTURE ABOVE, U.N.O. 8. WHERE TWO OR MORE LAYERS OF GWB ARE USED, DO NOT CEMENT GWB TO THE INITIAL LAYER. USE NAILS OR SCREWS. STAGGER LAYERED BOARD JOINTS. 9. PARTITION SCHEDULE REFERS TO INTERIOR PARTITION AND FURRED CONDITIONS ONLY. REFER TO SECTIONS AND DETAILS FOR EXTERIOR WALL CONSTRUCTION. 10. THE PARTITION SCHEDULE REFERS TO TYPICAL INTERIOR PARTITIONS. SOME OF THESE PARTITIONS ARE REQUIRED TO BE SMOKE -RESISTIVE OR FIRE -RATED. THE PARTITION SCHEDULE IS COMPLIMENTARY WITH THE PLANS AND PLAN LEGEND ON THE A2 SHEETS WHERE FIRE RATED CONSTRUCTION (SMOKE -RESISTIVE SEPARATIONS AND FIRE PARTITIONS) IS SHOWN TO BE REQUIRED. 11. 1" TYPE S DRYWALL SCREWS, 8" O.C. VERTICAL JOINTS - 12" O.C. @ WALL PERIMETER AND INTERMEDIATE STUDS. GA FILE NO. GENERIC W P 3661 GYPSUM WALLBOARD. WOOD STUDS. INSULATION Fire Design: One layer 5/8" type X gypsum wallboard applied at right angles to each side of 2 x 6 wood studs 16" o.c. with 2-1/4" Type S or W screws 12" o.c. 5-1/2" mineral fiber insulation, nominal 2.5 pcf, friction fit in stud cavity. Vertical joints staggered 16" o.c., horizontal joints staggered 24" o.c., on opposite sides. Tested at 5,156 Ibs per stud or 100 percent of design load. (LOAD - BEARING) 1 HOUR FIRE Thickness: 6-3/4" (Fire) Approx. Weight: 8.5 psf (Fire) Fire Test: ITSJ99-22441.1, 10-99 GA FILE NO. PROPRIETARY 1 HOUR 50 to 54 STC WP 3262 FIRE SOUND GYPSUM PANELS.WOOD STUDS. INSULATION Fire Design: One layer 5/8" proprietary type X gypsum panel applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates with 1-7/8" Type W screws 7" o.c. Joints staggered 16" side to side. 3-1/2" glass fiber insulation friction fit into both sides of the cavity. Horizontal bracing required at mid -height. Joints staggered 16" each layer and side on opposite sides. (LOAD - BEARING) Sound Design: Sound tested with additional layer 5/8" proprietary type X gypsum panels applied parallel or at right angles to each side of the studs with 2" Type W screws 7" o.c. at the perimeter and in the field. Face layer offset 16" from base layer. PROPRIETARY GYPSUM PANEL PABCO` Gypsum - 5+8" FLAME CURB -Type X Thickness: 6-3/4" (Fire) 8" (Sound) Approx. Weight: 8.0 psf (Fire) 10.9 psf (Sound) Fire Test: UL R7094, 07CA62488. 04-01-2008, UL Design U340 Sound Test: NOAL 17-0938.09-21-2017 I FLOOR -CEILING SYSTEMS. WOOD FRAMED I GA FILE NO. PROPRIETARY FC 5050 WOOD I -JOISTS. RESILIENT CHANNELS. GYPSUM WALLBOARD, INSULATION Fire Design: Base layer 5/8" proprietary gypsum wallboard applied at right angles to resilient channels 16" o.c. with 1"Type S screws 8" o.c. Resilient channels applied at right angles to 9-1/2" deep wood I -joists 24" o.c. with 1-1/4 Type S screws. Face layer 5/8" proprietary type X gypsum wallboard applied at right angles to resilient channels with 1-5/8"Type S screws 8" o.c. Minimum 3-1/2" glass fiber insulation over resilient channels. Wood I -joists supporting 23/32" wood structural panels applied at right angles to I -joists with 2-1/2" long smooth shank nails 6" o.c. at the perimeter and 12" o.c. in the field. Sound Design: Sound tested with 1" proprietary gypsum floor topping poured over 3/8" proprietary sound reduction mat. Finish floor of 3/16" LVT over underlayment. 3/8" engineered wood over underlayment or carpet & pad. PROPRIETARY GYPSUM BOARD CertainTeed Gypsum. Inc. - 5/8" CertainTeed" Type X 1 HOUR 55 to 59 STC FIRE I SOUND Approx. Ceiling Weight: 4.8 psf (Fire and Sound) Fire Test: UL R3660, 4788646929. 11-2-18, UL Design M544 Sound Test: NGC 5019096 & NGC 7019126. 10-30-19 (STC 58, IIC 49), NGC 5019095 & NGC 7019125. 10-30-19 (STC 57. IIC 82 C&P, NGC 5019094 & NGC 7019124. 10-29-19 (STC 58, IIC 62 LVT). NGC 5019093 & NGC 7019123. 10-29-19 (STC 59. IIC 61 engineered wood) 4 A AWk HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.desi1,nsnw om r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 00 UJ a O FMZ i Z 0 Q LLJ W C� J Z LU U) H FM W W Cl) LL M U) VQ= �a 00 O N L0 W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT wwHEMANIK-11 PARTITION SCHED. AND RATED ASSEMBLIES SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A7n0 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 2 DOOR SCHEDULE DOOR PANEL DOORFRAME FIRE RATING COMMENTS MARK TYPE WIDTH HEIGHT MAT'L FINIS TYPE MAT'L FINISH A100A C T - 0" 8'- 0" IM FF 1 MTL PT --- PH, SELF -CLOSING, ACCESSIBLE A100B C T - 0" 8'- 0" IM FF 1 MTL PT --- PH, SELF -CLOSING, ACCESSIBLE A101A A T - 0" T - 0" WD PT 1 MTL PT --- ACCESIBLE A101 B C T - 0" T -10" IM FF 3 MTL PT --- PH, SELF -CLOSING, ACCESSIBLE A102 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A103 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A104 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A105 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A106 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A107 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A108 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A109A A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE Alp ---,A T - 0" WD 1 MTL CCESS All 1 3' - 0" 7' - 0" PT 1 PT --- A E IBLE A111 B C T - 0" 8'- 0" IM FF 1 MTL PT --- ACCESSIBLE A111 C 2' - " 6' 8" 1 L - - A 1 D A - 8" 6' WD PT MTL PT --- A111 E A 4' - 0" 6'- 8" WD PT 2 MTL PT - - A111 F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A111 G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A111 H A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A111 I A 2'- 8" 6'- 8" WD PT 1 MTL PT - - A111 J A 2'- 8" 6'- 8" WD PT 1 MTL PT - - A111 K A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A111 L A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A111 M A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A111 N A 4' - 0" 6'- 8" WD PT 2 MTL PT - - A1110 A 4' - 0" 6'- 8" WD PT 2 MTL PT A111 P A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A111 Q A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A111 R A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A112 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A113 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A114 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A120A A T - 0" T - 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE A120B A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A121 D T - 0" T - 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE A122 D T - 0" T - 0" IM PT 2 MTL PT --- SELF -CLOSING, ACCESSIBLE A123 A T - 0" T - 0" WD PT 1 MTL PT --- ACCESSIBLE A124 D T - 0" T - 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE A125 D T - 0" T - 0" IM PT 2 MTL PT --- SELF -CLOSING, ACCESSIBLE A201A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A201 C A 2'- 8" 6'- 8" WD PT 1 MTL PT - - A201 D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A201 E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A201 F A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A201 G A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A201 H A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A201J A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A201 K A 1 4' - 0" 6'- 8" WD PT 2 MTL PT --- A202A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A202B A 2'- 8" 6'- 8" WD PT 1 MTL PT A202C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A202D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A202E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A202F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A202G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A203A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A203B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A203C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A203D A 1 2'- 8" 6'- 8" WD PT 1 MTL PT --- A203E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A203F A 4' - 0" 6'- 8" WD PT 2 MTL PT - - A203G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A204A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A204B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A204C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A204D A 1 2'- 8" 6'- 8" WD PT 1 MTL PT A204E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A204F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A204G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A205A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A205C A 1 2'- 8" 6'- 8" WD PT 1 MTL PT --- A205D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A205E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A205F A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A205G A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A205H A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A205J A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A205K A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A301A A 3' - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A301 C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A301 D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A301 E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A301 F A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A301 G A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A301 H A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A301 J A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A301 K A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A302A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A302B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A302C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A302D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A302E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A302F 4' - 0" ' - 8" WD PT 2 MTL PT EW— A302G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A303A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A30313 A 2'- 8" 6'- 8" WD PT 1 MTL PT - - A303C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A303D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A303E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A303F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A303G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A304A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A304B A 2'- 8" 6'- 8" PT 1 MTL PT - - A304C A 2'- 8" 6'- 8" WD PT 1 MTL PT - - DOOR SCHEDULE DOOR PANEL DOOR FRAME FIRE RATING COMMENTS MARK TYPE WIDTH HEIGHT MAT'L FINISH TYPE MAT'L FINISH A304D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A304E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A304F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A304G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A305A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER A305C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A305D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A305E A 1 2'- 8" 6'- 8" WD PT 1 MTL PT --- A305F A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A305G A 2'- 8" 6'- 8" WD PT 1 MTL PT --- A305H A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A305J A 4' - 0" 6'- 8" WD PT 2 MTL PT --- A305K A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B101A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE B101 B C T - 0" T -10" STL PT 3 MTL PT --- DOOR VIEWER, ACCESSIBLE B101C A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B101 D A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B101 E A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B101 F A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B101 G A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B101 H A 2'- 8" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B101J A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE 13101 K A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE B101 L A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE B102A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE B102B A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B102C A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B102D A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B102E A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE B102F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE B103A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE B103B A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B103C A 3' - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B103D A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B103E A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE B104A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE B104B A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B104C A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B104D A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE B120 D T - 0" T - 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE, 180' HINGES B121 D T - 0" T - 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE, 1800 HINGES B122 D T - 0" T - 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE, 180- HINGES, LOUVER PER MECH B201A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER B201 C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B201 D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B201 E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B201 F A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B201 G A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B201 H A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B201 J A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B201 K A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B202A A T - 0" 7' - 0" STL PT 1 MTL PT --- DOOR VIEWER B202B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B202C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B202D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B202E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B202F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B202G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B203A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER B203B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B203C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B203D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B203E A 2'- 6" T - 0" WD PT 1 MTL PT --- B204A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER B204B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B204C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B204D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B301A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER B301 C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B301 D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B301 E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B301 F A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B301 G A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B301 H A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B301J A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B301 K A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B302A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER B302B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B302C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B302D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B302E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B302F A 4' - 0" 6' - 8" WD PT 2 MTL PT - - B302G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- B303A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER B303B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B303C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B303D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B303E A 2'- 6" T - 0" WD PT 1 MTL PT --- B304A A 3' - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER B304B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B304C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- B304D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C101A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE C101 B A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C101 C A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C101 D A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C101 E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C101 F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE C101 G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE C102A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE C102B A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C102C A 2'- - 8" WD PT 1 MTL PT - - ACCESSIBLE C102D A 2'- - 8" T 1 MTL PT --- ACCESSI C102E A 2'- - 8" WD PT 1 MTL PT --- ACCESSIBLE a DOOR SCHEDULE DOOR PANEL DOOR FRAME FIRE RATING COMMENTS MARK TYPE WIDTH HEIGHT MAT'L FINISH TYPE MAT'L FINISH C102F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE C102G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE C103A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE C103B A 1 2' -10" 6'- 8" 1 WD PT 1 MTL PT --- ACCESSIBLE C103C A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C103D A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C103E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C103F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE C103G A 1 4' - 0" 6' - 8" WD PT 2 MTL PT --- ACCESSIBLE C104A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE C104B A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C104C A 3- 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C104D A 2'- 10" 6'- 8" 1 WD PT 1 MTL PT --- ACCESSIBLE C104E A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C104F A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C104G A 2'- 8" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C104H A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE C104J A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE C104K A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE C120 D 3- 0" T - 0" IM PT 1 MTL PT --- ACCESIBLE C121 D 3- 0" T - 0" IM PT 1 MTL PT --- ACCESIBLE C122 B 3- 0" T - 0" IM PT 1 MTL PT --- VISION PANEL, ACCESSIBLE C123 A 6'- 0" T - 0" IM PT 2 MTL PT --- ACCESIBLE C124 A 3- 0" T - 0" IM PT 1 MTL PT --- ACCESIBLE C201A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER C201 B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C201 C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C201 D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C201 E A 2'- 6" T - 0" WD PT 1 MTL PT --- C201 F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C201 G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C202A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER C202B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C202C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C202D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C202E A 2'- 6" T - 0" WD PT 1 MTL PT --- C202F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C202G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C203A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER C203B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C203C A 1 2'- 8" 6'- 8" WD PT 1 MTL PT --- C203D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C203E A 2'- 6" T - 0" WD PT 1 MTL PT --- C203F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C203G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C204A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER C204B A 1 2'- 8" 6'- 8" WD PT 1 MTL PT --- C204C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C204D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C204E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C204F A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C204G A 1 4' - 0" 6'- 8" WD PT 2 MTL PT --- C204H A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C204J A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C301A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER C301 B A 2'- 8" 1 6'- 8" WD PT 1 MTL PT --- C301 C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C301 D A 2' - 8" 6'- 8" WD PT 1 MTL PT --- C301 E A 2'- 6" T - 0" WD PT 1 MTL PT --- C301 F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C301 G A 1 4' - 0" 6'- 8" WD PT 2 MTL PT --- C302A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER C302B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C302C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C302D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C302E A 2'- 6" T - 0" WD PT 1 MTL PT --- C302F A T - 0" 6'- 8" WD PT 2 MTL PT --- C302G A T - 0" 6'- 8" 1 WD PT 2 MTL PT --- C303A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER C303B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C303C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C303D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C303E A 2'- 6" T - 0" WD PT 1 MTL PT --- C303F A T - 0" 6'- 8" WD PT 2 MTL PT --- C303G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- C304A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER C304C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C304D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C304E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C304F A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C304G A 2'- 8" 6' - 8" WD PT 1 MTL PT --- C304H A T - 0" 6'- 8" WD PT 2 MTL PT --- C304J A T - 0" 6'- 8" WD PT 2 MTL PT --- C304K A T - 0" 6'- 8" WD PT 2 MTL PT --- D101A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE D101 B A 3- 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D101C A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D101 D A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D102A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE D102B A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D102C A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D102D A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D102E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D102F A T - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D102G A 4' - 0" 6' - 8" WD PT 2 MTL PT --- ACCESSIBL D103A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE D103B A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D103C A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D103D A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D103E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D103F A T - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D103G A T - 0" 1 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D104A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE D104B A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D104C A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D104D A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE 2 DOOR SCHEDULE 1 DOOR PANEL DOOR FRAME FIRE RATING COMMENTS MARK TYPE WIDTH HEIGHT/MAT'L FINISH TYPE MAT'L FINISH D104E A 2'- 8" 6'- 8" WD PT MTL PT --- ACCESSIBLE D104F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D104G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D105A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE D105B A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D105C A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D105D A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D105E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D105F A 4' - 0" 6' - 8" WD PT 2 MTL PT --- ACCESSIBLE D105G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D106A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE D106B A 2' -10" 1 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D106C A T - 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D106D A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D106E A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D106F A 2' -10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE D106G A 2'- 8" 1 6'- 8" WD PT 1 MTL PT --- D106H A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D106J A 4' - 0" 6'_ 8" WD PT 2 MTL PT --- ACCESSIBLE D106K A 4' - 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D120 D 3- 0" T - 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE, 180' HINGES D121 D 3- 0" T - 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE, 180' HINGES --- SELF -CLOSING, ACCESSIBLE, 180' HINGES D122 D 3- 0" T - 0" IM PT 1 MTL PT D201A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D201 B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D201 C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D201 D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D201 E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D201 F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- D201 G A 4' - 0" 6'- 8" WD PT 2 MTL PT - D202A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D202B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D202C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D202D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D202E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D202F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- D202G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- D203A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D203B A 2'- 8" 6'- 8" WD PT 1 MTL PT D203C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D203D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D203E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D203F A T - 0" 6'- 8" WD PT 2 MTL PT --- D203G A T - 0" 6'- 8" WD PT 2 MTL PT --- D204A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D204B A 1 2'- 8" 6'- 8" WD PT 1 MTL PT --- D204C A 2'- 8" 6' - 8" WD PT 1 MTL PT - D204D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D204E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D204F A T - 0" 6'- 8" WD PT 2 MTL PT --- D204G A T - 0" 6'- 8" WD PT 2 MTL PT --- D205A A 3' - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D205B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D205C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D205D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D205E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D205F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- D205G A T - 0" 6'- 8" WD PT 2 MTL PT --- D206A A 3' - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D301A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D301 B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D301 C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D301 D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D301 E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D301 F A 4' - 0" 6' - 8" WD PT 2 MTL PT --- D301 G A T - 0" 6'- 8" WD PT 2 MTL PT --- D302A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D302B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D302C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D302D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D302E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D302F A T - 0" 6'- 8" WD PT 2 MTL PT --- D302G A T - 0" 6'- 8" WD PT 2 MTL PT --- D303A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D303B A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D303C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D303D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D303E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D303F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- D303G A T - 0" 6'- 8" WD PT 2 MTL PT --- D304A A T - 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D304B A 2' - 8" 6' - 8" WD PT 1 MTL PT --- D304C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D304D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D304E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D304F A T - 0" 6'- 8" WD PT 2 MTL PT --- D304G A T - 0" 6'- 8" WD PT 2 MTL PT --- D305A A 3- 0" T - 0" STL PT 1 MTL PT --- DOOR VIEWER D305B A 1 2'- 8" 6'- 8" WD PT 1 MTL PT --- D305C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D305D A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D305E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- D305F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- D305G A 4' - 0" 6'- 8" WD PT 2 MTL PT --- D306A A 3- 0" T - 0" STL PT 1 MTL PT -- DOOR VIEWER HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 Uj m rn am 0 F 0 0 i z 0 Q LU W C� J z LUj) I— Fm W W cf) LL U) VQ= H O a 00 N LU Q N CONFORMED SET ISSUE DATE: MARCH 31, 2023 :7ELV16"]1:0L1111004l:1:01Big] I:I # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT 3 03-31-2023 CONFOR bUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN Fj C A 0 0 CONTENTS: DOOR SCHEDULE SCALE: 1" = 100'-0" DRAWN: CS, RB Grand total: 411 CHECKED: PRC, KW DOOR SCHEDULE ABBREVIATION LEGEND DOOR & FRAME MATERIAL: COMMENTS: AS INDICATED PROJECT NO: 2021031.00 GL GLASS NA NOT APPLICABLE DOOR & FRAME FINISH. IFG INSULATED FIBERGLASS PH PANIC HARDWARE/EXIT DOOR FF FACTORY FINISHED IM INSULATED METAL VIF VERIFY IN FIELD PT FIELD PAINTED SHEET: MTL HOLLOW METAL STL STEEL FLUSH WD WOOD A7ml NOTES: FOR 'DOOR GENERAL NOTES, REFER TO SHEET A7.2. FOR'DOOR HARDWARE SETS, REFER TO SHEET A7.3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS NOTE: SING LINES TO HINGE -SIDE OF DOOR DOOR PANEL TYPES NOTE: ALL EXTERIOR GOLIAZING TO BE GL-3 U..N.O REFER TO SPEC PER PER PFR SCHEDULE SCHEDULE MATERIAL/FINISH ' PER SCHEDULE DOOR MATERIAL/FINISH LU i' LU i' PER SCHEDULE LL o o TEMPERED LL 0 0 SAFETY C � � GLAZINGlk LU LU 11 TYPE A DOOR FRAME TYPES PANEL WIDTH 0 c� w J W z / d TYPE 1 DOOR TYPES DOOR & FRAME MATERIAL AL = ALUMINUM WD = WOOD GL=GLASS DOOR & FRAME FINISH: PT = FIELD PAINTED FF = FACTORY FINISHED TYPE B GLAZING: SEE SPEC FOR MORE INFORMATION COMMENTS: AS INDICATED NA = NOT APPLICABLE PH = PANIC HARDWARE/EXIT DOOR VIF= VERIFY OPENING WIDTH IN FIELD DOOR PLAN INFO PANC IA r1TH DOOR PLAN INDICATOR ADJACENT WALL, WHERE OCCURS DOOR NUMBER 6" NOM U.N.O. LOCATE DOOR RELATIVE TO ADJ WALL AS SHOWN EXCEPT WHERE NOTED OTHERWISE 201A ADA CLEARANCE 1 1 1 AREA I I I I ADA APPROACH 1 DIRECTION NOTE: REFER TO 22, 24 & 34 / T1.8 FOR ADDITIONAL INFORMATION TYPE 2 TYPE C PER SCHEDULE DOOR MATERIAL/FINISH PER SCHEDULELU TEMPERED o SAFETY 0 GLAZING w a_ 0 zL,PANEL WIDTH w 2 TYPE 3 TYPE D )OR 4TERIAL/FINISH =R SCHEDULE RILLE IN DOOR =R MECH WINDOWTYPES NOTE: ALL EXTERIOR GLAZING TO BE GL-3 U.N.O., REFER TO SPEC Y Y 2 5'-2" 5'-2" 2'- 1 ° 0 0 'v 0 0 0 M M O 3 VINYLLLIDER VINYL SLIDER 6'-8" 6'-0" O O VINYL SLIDER VINYL CASEMENT 3-0" T-6" 2'-6" o M O VINYL COMBINATION PICTURE/CASEMENT o 60 7'-6" TRANSLUCENT DD SPANDREL PANEL VINYL COMBINATION PICTURE/CASEMENT �(V GL-2 GLAZING, REFER TO SPEC TRANSLUCENT OSPANDREL PANEL O O O O VINYL COMBINATION VINYL PICTURE VINYL PICTURE VINYL PICTURE INTERIOR WINDOW IN PICTURE/CASEMENT HOLLOW METAL FRAME zi� 0 DOOR GENERAL NOTES TRANSLUCENT DD SPANDREL PANEL VINYL COMBINATION PICTURE/CASEMENT �(V GL-2 GLAZING, REFER TO SPEC TRANSLUCENT OSPANDREL PANEL O O O O VINYL COMBINATION VINYL PICTURE VINYL PICTURE VINYL PICTURE INTERIOR WINDOW IN PICTURE/CASEMENT HOLLOW METAL FRAME zi� 0 DOOR GENERAL NOTES WINDOW GENERAL NOTES 1. ALSO SEE INTERIOR AND EXTERIOR ELEVATIONS FOR DOOR AND RELITE FRAME DETAIL CALLOUTS. 1. ALL WINDOWS TO BE U = 0.24 MIN. 2. TO DETERMINE FRAME DEPTH, SEE PARTITION SCHEDULE FOR WALL CONSTRUCTION AND STRUCTURAL DRAWINGS FOR PLYWOOD SHEATHING 2. REFER TO ENERGY CODE `EC' SHEETS FOR FURTHER INFORMATION. THICKNESS AND LOCATIONS. 3. NO FIRE -RATED WINDOWS PER CODE NOTES ON SHEET T1.2. 3. THE OPENING AND CLOSING FORCE OF ALL ACCESSIBLE INTERIOR SWINGING OR SLIDING DOORS WITH OR WITHOUT CLOSERS SHALL REQUIRE 4. REFER TO FLOOR PLANS, INTERIOR ELEVATIONS AND EXTERIOR ELEVATIONS FOR WINDOW TYPES, LOCATIONS AND TEMPERED SAFETY GLAZING AT HAZARDOUS LOCATIONS. NO GREATER THAN 5 POUNDS OF FORCE TO MEET ACCESSIBILITY REQUIREMENTS DESCRIBED IN ANSI Al17.1-2009. THE OPENING AND CLOSING F OF A ESSIBLE EXTERIOR HINGED DOORS SHALL NOT EXCEED 10 LBS. PER IBC 1101.2.2 AND ANSI Al17.1-2009. r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5. REFER TO SHEET T1.2 CH.24 SECTION FOR GLAZING REQUIREMENTS, INCLUDING TEMPERED SAFETY GLAZING. 4. DELETED �U values for exterior doors to meet the (requirements of the 2018 Washington State I 6. PROVIDE TEMPERED SAFETY GLAZING PER CODE REQUIREMENTS AND PERCH. 24 SECTION ON SHEET T1.2. 5. DELETED 3 ,Energy Code and its credit requirements. Please, 7. REFER TO SHEET T1.2 CH. 10 AND CH. 11 SECTIONS FOR REQUIREMENTS OF WINDOW OPENING LIMITATIONS, EMERGENCY ESCAPE AND RESCUE OPENINGS, WINDOW OPENING CONTROL (see window values as they show a value of 0.24 I 6. DELETED DEVICES, ACCESSIBLE OPERABLE PARTS AND OPENING FORCE. .min. y • �' • • �' • • • • • 7. DOOR SIZES SHOWN ARE NOMINAL. CONTRACTOR TO REFER TO MANUFACTURER INSTRUCTIONS TO DETERMINE ACTUAL SIZE OF DOOR, 8. ALL BEDROOMS REQUIRE EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS PER IBC 1015.8. FRAME ROUGH OPENING TO BE FABRICATED. 9. LEVEL 1 OPERABLE WINDOWS AND EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS TO PROVIDE ACCESSIBLE HARDWARE THAT IS RELEASABLE / REMOVABLE FROM INSIDE WITHOUT THE 8. CONTRACTOR TO FIELD VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER PRIOR TO FABRICATION. USE OF KEY, TOOL OR FORCE. REFER TO CH. 10 & CH. 11 SECTIONS ON SHEET T1.2. 9. CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH OPENING. 10. GLAZING BELOW 36" AFF TO BE TEMPERED SAFETY GLAZING AT LEVEL 2 & LEVEL 3 10. EXTERIOR DOORS TO HAVE PAINTED METAL FRAMES AND WEATHERPROOFING / WEATHER STRIPPING. 11. LEVEL 2 AND LEVEL 3 OPERABLE WINDOWS - IF CONSTRUCTED TOP OF SILL OF OPERABLE WINDOW OPENING IS LOCATED < 36" AFF AND > 72" ABOVE FINISHED GRADE OR OTHER SURFACE AT EXTERIOR, CONTRACTOR TO PROVIDE 'WINDOW OPENING CONTROL DEVICE' TO COMPLY WITH IBC 1015.8.1 (AT NON -BEDROOM WINDOWS) AND IBC 1030.1.1 (AT BEDROOM EMERGENCY ESCAPE 11. ACCESSIBLE EGRESS DOORS / GATES (IF OCCUPANT LOAD > 50) TO SWING IN DIRECTION OF EGRESS TRAVEL, PROVIDE PANIC AND RESCUE OPENING WINDOWS). HARDWARE. REFER TO DETAILS 24 & 34 SHEET T1.8. 12. IF REQUIRED, 'WINDOW OPENING CONTROL DEVICES' TO COMPLY WITH ASTM F2090. AFTER OPERATION TO RELEASE THE `WINDOW OPENING CONTROL DEVICE' (ALLOWING THE WINDOW TO 12. DOORS AND DOOR HARDWARE TO MEET THE REQUIREMENTS OF 2018 IBC SECTION 1010 AND 2009 ICC A117.1. FULLY OPEN), THE DEVICE SHALL NOT REDUCE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT THAN LESS THAN THE REQUIRED 5.7 SF FOR EMERGENCY ESCAPE AND RESCUE OPENINGS, OR LESS THAN THE REQUIRED 5 SF FOR GRADE -FLOOR EMERGENCY ESCAPE AND RESCUE OPENINGS. 13. EXIT DOORS - PROVIDE SIZES, HARDWARE & HARDWARE OPERATION AS REQUIRED BY THE IBC. 14. ALL DOORS TO HAVE ACCESSIBLE LEVER HANDLE HARDWARE PER ICC Al17.1 404.2.6. 15. ALL DOOR HARDWARE IS REQUIRED TO MEET THE ACCESSIBILITY GUIDELINES, BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE, AND SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCH, OR TWISTING OF THE WRIST TO OPERATE. [IBC 1010.1.9.1] 16. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FINISHED FLOOR. [IBC 1010.1.9.21 17. EXTERIOR DOORS TO HAVE ACCESSIBLE EGRESS DOOR HARDWARE - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED UNLESS IT MEETS ONE OF THE EXCEPTIONS ALLOWED IN IFC 1010.1.9.4. IF A DEAD -BOLT IS PROPOSED IT SHALL BE INTEGRATED WITH THE DOOR LEVER AND EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 18. THE UNLATCHING OF ANY DOOR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. [IBC 1010.1.9.3 WA & 1010.1.9.5] 19. DOORS FROM ROOMS OR BUILDINGS WITH OCCUPANT LOAD OF 50 OR MORE SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL AND BE PROVIDED WITH PANIC HARDWARE, AND AS SHOWN ON PLANS. [IBC 1010.1.2, 1010.1.10] 20. B OCCUPANCY MAIN DOORS A100A, A100B, A101B, A111B: IF KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE, PROVIDE LOCKING DEVICE READILY DISTINGUISHABLE AS LOCKED, READILY VISIBLE AND DURABLE SIGN POSTED ON EGRESS SIDE, WITH LETTERS 1" HIGH CONTRASTING BACKGROUND, ON OR ADJACENT TO DOOR. [IBC 1010.1.9.4] SIGN TO STATE: THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED. 21. DOOR HARWARE SET SCHEDULE IS SHOWN ON SHEET A7.3 AND SPECIFICATION SECTION 087100. 22. PROVIDE SIGNAGE NEAR DOORS PER 41, 42,44 & 52 / T1.9 HOUSING HOPE we keep hope alive `DESIGNS northwest ARCHITECTS 360.629.3441 11.0. 1", 1270 10031 SR 532, Suitc 13 Stnnnnod, WA 98292 ,,w"dc,i n, w.cum r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O 00 Uj a O FMz Z 0 z Q LU LL I C� J z Uj U) w cn um oc M T_ c, a H O Ja co N LO W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT 3 03-31-2023 CONFORPISMOUD Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: DOOR AND WINDOW TYPES SCALE: 1/4" = 1'-01. DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 A7m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS HOUSING HOPE ELC FIELD APARTMENTS 2021031.00 EDMONDS, WA SECTION 087100 - DOOR HARDWARE PART 1- GENERAL - REFER TO 087100 COMPLETE DOOR HARDWARE SPECIFICATION. PART 2 - PRODUCTS - REFER TO 087100 COMPLETE DOOR HARDWARE SPECIFICATION. PART 3 - EXECUTION 3.1 TO 3.7 - REFER TO 087100 COMPLETE DOOR HARDWARE SPECIFICATION 3.8 DOOR HARDWARE SETS A. The hardware sets represent the design intent and direction of the owner and architect based on drawings dated 09/30/2022. They are a guideline only and should not be considered a detailed hardware schedule. Discrepancies, conflicting hardware and missing items should be brought to the attention of the architect with corrections made prior to the bidding process. Omitted items not included in a hardware set should be scheduled with the appropriate additional hardware required for proper application and functionality. 1. Quantities listed are for each pair of doors, or for each single door. 2. The supplier is responsible for handing and sizing all products. 3. Where multiple options for a piece of hardware are given in a single line item, the supplier shall provide the appropriate application for the opening. B. Manufacturer's Abbreviations: 1. MK - McKinney 2. RO - Rockwood 3. YR - Yale Residential 4. YA - Yale 5. PE - Pemko Hardware Sets Set: 1.0 Doors: A l OOA, A l OOB, A 101 B HOUSING HOPE ELC FIELD APARTMENTS EDMONDS, WA 4 Hinge, Full Mortise, Hvy Wt 1 Fire Rated Rim Exit, Nightlatch I Pull 1 Surface Closer 1 Kick Plate 1 Door Stop 1 Threshold 1 Rain Guard 1 Gasketing 1 Door Bottom T4A3386 (x NRP @ out -swing doors US32D MK w/locks) 710OF 121NL ECKI 619 YA RM201 Mtg-Type 12XHD US32D RO PR3501 689 YA K1050 10"H BEV CSK US32D RO 466-RKW or OH stop where floor Black RO stop presents tripping hazard Per detail x FHSL14 PE 346C x full frame width, omit @ overhangs PE PK55W PE 210AV PE Set: 2.0 2021031.00 Doors: A201A, A202A, A203A, A204A, A205A, A301A, A302A, A303A, A304A, A305A, B101A, B 101 B, B 102A, B 103A, B 104A, B201 A, B202A, B203A, B204A, B301 A, B302A, B303A, B304A, C101A, C102A, C103A, C104A, C201A, C202A, C203A, C204A, C301A, C302A, C303A, C304A, D101A, D102A, D103A, D104A, D105A, D106A, D201A, D202A, D203A, D204A, D205A, D206A, D301 A, D302A, D303A, D304A, D305A, D306A 2 Hinge, Spring 1552 US32D MK 1 Hinge, Full Mortise TA2314 (x NRP @ out -swing doors US32D MK w/locks) 1 Entry Lock 73 CH 619 YR 1 Deadbolt 83 619 YR 1 Wall Stop 403 US15 RO 1 Threshold Per detail x FHSL14 PE 1 Gasketing PK55W PE I Door Bottom 210AV PE I Viewer 622 (2 ea. @ accessible rooms) STNN RO Set: 3.0 Doors: C 123 TA2314 (x NRP @ out -swing doors 6 Hinge, Full Mortise w/locks) US32D MK 1 Self -Latching Flush Bolt Set Metal 2845 US32D RO 1 Storeroom or Closet Lock TUR 8805RL 619 YA 1 Coordinator 2600 Series x Brackets as req'd Black RO DOOR HARDWARE 087100-1 DOOR HARDWARE 087100-2 HOUSING HOPE ELC FIELD APARTMENTS 2021031.00 HOUSING HOPE ELC FIELD APARTMENTS 2021031.00 EDMONDS, WA EDMONDS, WA 1 Door Bottom 210AV PE 1 Roller Latch 91ORC US26D RO 2 Door Stop 403/ 526/ hinge pin stop as req'd NP RO Set: 6.0 2 Silencer 608-RKW RO Doors: A 104, Al 10 Set: 10.0 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Storeroom or Closet Lock TUR 8805RL 619 YA 1 Wall Stop 403 US15 RO 3 Silencer 608-RKW RO Set: 7.0 Doors: A 102, A 103, A 105, A 106, A 107, A 108, Al 12, A 120B 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Entry Lock TUR 8807RL 619 YA 1 Wall Stop 403 US15 RO 1 Gasketing PK55W PE Set: 8.0 Doors: A201B, A205B, A301B, A305B, B201B, B203E, B301B, B303E 3 Hinge 1458 US26D MK 1 Single Dummy 81 CH 619 YR 1 Roller Latch 91 ORC US26D RO 1 Door Stop 403/ 526/ hinge pin stop as req'd NP RO 3 Silencer 608-RKW RO Set: 9.0 Doors: A201H, A201J, A201K, A202F, A202G, A203F, A203G, A204F, A204G, A205H, A205J, A205K, A301H, A301J, A301K, A302F, A302G, A303F, A303G, A304F, A304G, A305H, A305J, A305K, B101J, B101K, B101L, B102E, B102F, B103E, B104D, B201H, B201J, B201K, B202F, B202G, B301H, B301J, B301K, B302F, B302G, C101F, C101G, C102F, C102G, C103F, C103G, C104H, C104J, C104K, C241F, C201G, C202F, C202G, C203F, C203G, C204G, C204H, C204J, C301F, C301G, C302F, C302G, C303F, C303G, C304G, C304H, C304J, C304K, D101D, D102F, D102G, D103F, D 103G, D 104F, D 104G, D 105F, D 105G, D 106H, D 106J, D 106K, D201 F, D201 G, D202F, D202G, D203F, D203G, D204F, D204G, D205F, D205G, D206G, D206H, D206J, D301F, D301G, D302F, D302G, D303F, D303G, D304F, D304G, D305F, D305G, D306G, D306H, D306J 6 Hinge 1458 US26D MK 2 Single Dummy 81 CH 619 YR DOOR HARDWARE 087100-4 Doors: A114, A123 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Classroom Lock TUR 8808RL 619 YA 1 Wall Stop 403 US15 RO 3 Silencer 608-RKW RO Set: 11.0 Doors: A 101 A, Al I I 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Classroom Lock TUR 8808RL 619 YA 1 Wall Stop 403 US15 RO 1 Gasketing PK55W PE Set: 12.0 Doors: A201 C, A201 D, A201 E, A201 F, A201 G, A202B, A202C, A202D, A203B, A203C, A203D, A204B, A204C, A204D, A205C, A205D, A205E, A205F, A205G, A301C, A301D, A301E, A301F, A301G, A302B, A302C, A302D, A303B, A303C, A303D, A304B, A304C, A304D, A305C, A305D, A305E, A305F, A305G, B101D, B101E, B101F, B101G, B101H, B102B, B102C, B102D, B103B, B 103D, B 104B, B 104C, B201 C, B201 D, B201 E, B201 F, B201 G, B202B, B202C, B202D, B203B, B203C, B203D, B204B, B204C, B204D, B301C, B301D, B301E, B301F, B301G, B302B, B302C, B302D, B303B, B303C, B303D, B304B, B304C, B304D, C101B, C101C, C101D, C102B, C102C, C 102D, C 103B, C 103 C, C 103 D, C 104C, C 104D, C 104E, C 104F, C 104G, C201 B, C201 C, C201 D, C202B, C202C, C202D, C203B, C203C, C203D, C204B, C204C, C204D, C204E, C204F, C301B, C301C, C301D, C302B, C302C, C302D, C303B, C303C, C303D, C304B, C304C, C304D, C304E, C304F, 13101B, 13101C, D102B, D102C, D102D, D103B, D103C, D103D, D104B, D104C, D104D, D 105B, D 105C, D 105D, D 106C, D 106D, D 106E, D 106F, D 106G, D201 B, D201 C, D201 D, D202B, D202C, D202D, D203B, D203C, D203D, D204B, D204C, D204D, D205B, D205C, D205D, D206B, D206C, D206D, D206E, D206F, D301B, D301C, D301D, D302B, D302C, D302D, D303B, D303C, D303D, D304B, D304C, D304D, D305B, D305C, D305D, D306B, D306C, D306D, D306E, D306F 3 Hinge 1458 US26D MK 1 Privacy Lock 21 CH 619 YR 1 Door Stop 403/ 526/ hinge pin stop as req'd NP RO 3 Silencer 608-RKW RO HOUSING HOPE ELC FIELD APARTMENTS EDMONDS, WA 2 Surface Closer PR3501 689 YA 2 Kick Plate K1050 10"H BEV CSK US32D RO 2 Door Stop 466-RKW or OH stop where floor Black RO stop presents tripping hazard 1 Threshold Per detail x FHSL 14 PE 1 Rain Guard 346C x full frame width, omit @ PE overhangs 1 Gasketing PK55W PE 2 Door Bottom 210AV PE 1 Overlapping Astragal 357C PE Set: 4.0 Doors: A122, A124, A125, B120, B121, B122, C120, C121, C124, D120, D121, D122 3 Hinge, Full Mortise TA2314 (x NRP @ out -swing doors US32D MK w/locks) 1 Storeroom or Closet Lock TUR 8805RL 619 YA 1 Surface Closer PR3501 689 YA 1 Kick Plate K1050 10"H BEV CSK US32D RO 1 Door Stop 466-RKW or OH stop where floor Black RO stop presents tripping hazard 1 Threshold Per detail x FHSL 14 PE 1 Rain Guard 346C x full frame width, omit @ PE overhangs 1 Gasketing PK55W PE 1 Door Bottom 210AV PE Doors: A 120A, A 121, C 122 3 Hinge, Full Mortise 1 Classroom Lock 1 Surface Closer 1 Kick Plate 1 Door Stop 1 Threshold 1 Rain Guard 1 Gasketing DOOR HARDWARE Set: 5.0 TA2314 (x NRP @ out -swing doors US32D MK w/locks) TUR 8808RL 619 YA PR3501 689 YA K1050 10"H BEV CSK US32D RO 466-RKW or OH stop where floor Black RO stop presents tripping hazard Per detail x FHSL14 PE 346C x full frame width, omit @ overhangs PE PK55W PE HOUSING HOPE ELC FIELD APARTMENTS EDMONDS, WA Set: 13.0 Doors: A 109A, A 113 2021031.00 087100-3 2021031.00 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Bathroom Lock w/ Indicators MOR 8862FL V21 619 YA 1 Surface Closer 3501 reg/par arm to suit location 689 YA 1 Kick Plate K1050 10"H BEV CSK US32D RO 1 Mop Plate K1050 6"H BEV CSK US32D RO 1 Wall Stop 403 US15 RO 1 Gasketing PK55W PE Set: 14.0 Doors: A202E, A203E, A204E, A302E, A303E, A304E, B101C, B103C, B202E, B302E, C101E, C102E, C103E, C104B, C201E, C202E, C203E, C301E, C301I, C302E, C303E, D102E, D103E, D104E, D105E, D106B, D201E, D202E, D203E, D204E, D205E, D301E, D302E, D303E, D304E, D305E 3 Hinge 1458 US26D MK 1 Passage Latch 11 CH 619 YR 1 Door Stop 403/ 526/ hinge pin stop as req'd NP RO 3 Silencer 608-RKW RO END OF SECTION 080671 ANN HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. B0. 1270 10031 SR 532, Suite B Stanwood, WA 98292 w w w.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Ujrn am Cn 0 FM 0 Z i Z 0 Q LLJ W C� J Z LUj) I - FM LU Cl)LL w M to VQ= O Ja 00 N L0 W Q N + 00 CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # F Date Description 2 01-25-2023 PERMIT RESUEM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: DOOR HARDWARE SETS SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: DOOR HARDWARE 087100-5 DOOR HARDWARE 087100-6 A7n3 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS ROOF ASSEMBLY PER BLDG SECTIONS, TYP ROOF UNDERLAYMENT SHT MTL DRIP EDGE FLASHING 5/4X6 FIBER CEMENT FASCIA TRIM 2x4 FLAT FRAMED OUTRIGGERS @ 48"o.c., TYP NOTCH INTO TOP CHORD OF END WALL TRUSS, SEE STRUCT FOR ADDIT'L INFO 2X8 SUB FASCIA PRE -PRIMED, FINGER JOINTED CEDAR 2x12 FASCIA WALL ASSEMBLY PER BLDG SECTIONS, TYP TOP OF WALL WALL ASSEMBLY PER BLDG SECTIONS, TYP PRIMARY WRB, LAP OVER SHT MTL FLASHING SHT MTL FLASHING W/ DRIP EDGE PEST VENT STRIP AT PERIMETER OF FURRING, TYP PRIMARY WRB WALL ASSEMBLY PER BLDG SECTIONS, TYP WA1 I TRAM.qITION SILL SEALER, TYP. - - - FLOOR FINISH PER FINISH PLAN FLOOR ASSEMBLY, PER SECTIONS 31I — 1'-01 I WALL ASSEMBLY PER BLDG SECTIONS, TYP PRIMARY WRB, LAP --_------ - - - - -- - - - OVER SHT MTL FLASHING SHT MTL FLASHING - - W/ DRIP EDGE - - PRIMARY WRB WALL ASSEMBLY PER BLDG SECTIONS, TYP FLUSH WALL TRANSITION DOOR HEAD 3" — 1'-0" WALL ASSEMBLY PER BLDG SECTIONS, TYP LAP WRB OVER SHT MTL FLASHING AS SHOWN SAM CEILING ASSEMBLY PER RCP'S, TYP WINDOW HEAD 311 — 1'-0" 2X BLOCKING BELOW HEADER - Ilil J I I PEST VENT STRIP AT m Ili PERIMETER OF FURRING, TYP III - I SHT MTL FLASHING HD 2', FLASHING, W/ DRIP EDGE. II. I SLOPE TO EXTERIOR l� SEALANT FIBERGLASS DOOR & FRAME. PACK FRAME FULL OF ROCK WOOL INSULATION SILL PAN W/ 6" VERTICAL -- LEGS AT JAMBS INSULATED HOLLOW METAL DOOR & FRAME. PACK FRAME FULL OF ROCK WOOL INSULATION - - - ACCESSIBLE OFFSET SADDLE THRESHOLD (MAX 1/4" VERT CHANGE IN ELEV, OR MAX 1/2" IF BEVELED 1:2) SWEEP PER SPEC SLOPE ° -- EXTERIOR CONIC WALK PER CIVIL ° - , d<a --- - SLAB ON GRADE PER STRUCT NOTE: MAX RUNNING -SLOPE 1:20 AND MAX CROSS -SLOPE 1:48 AT DOOR MANEUVERING CLEARANCE THRESHOLD AT GRADE 3" = 1'-0" WINDOW SILL 3" — 1'-0" THRESHOLD AT DECKING 3" = 1'-0" WALL ASSEMBLY PER BLDG SECTIONS, TYP LAP WRB OVER SHT MTL FLASHING AS SHOWN SAM FINISH AT FURRED WALL, WHERE OCCURS PER ELEVS LAF BACKER ROD & SEALANT SET IN SEALANT (HD & JMBS) SHT MTL HEAD FLASHING, W/ DRIP EDGE, EXTEND OUT AS REQ'D AT FURRED WALLS NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP GWB RETURN FLUSH W/ CEILING AS SHOWN 1x WD SILL TRIM, PAINT -- SHIM --- NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP BACKER ROD & SEALANT SHT MTL SILL FLASHING W/ DRIP EDGE, LAP OVER WRB AS SHOWN, EXTEND OUT AS REQ'D AT FURRED WALLS -- DO NOT SET SILL FLANGE IN SEALANT - - LAF SAM PRIMARY WRB FINISH AT FURRED WALL, WHERE OCCURS PER ELEVS WALL ASSEMBLY PER BLDG SECTIONS, TYP EXTERIOR DETAIL NOTES: 1. THE ARCHITECTURAL EXTERIOR DETAILS REPRESENT PROJECT SPECIFIC CONDITIONS AND MATERIAL RELATIONSHIPS AND LOCATIONS. 2. THE WP SHEETS REPRESENT GENERAL INSTALLATION REQUIREMENTS APPLICABLE TO THE ENTIRE PROJECT. 3. THE ARCHITECTURAL DETAIL SHEETS AND THE WP SHEETS ARE MEANT TO WORK IN CONJUNCTION. IF A CONFLICT IS FOUND BETWEEN THE TWO, NOTIFY ARCHITECT UPON DISCOVERY. HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w w w.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N 0 00 Ujrn 0 z 0 i z Q Q LU w C� J U) Z LU Fm w Lim w VQ= O j co N Uj Q CIO N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 1 PERMIT RESUBM. 3 03-31-2023 ICONFORUEELSU.. _ Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXTERIOR DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT No: 2021031.00 SHEET: A8mO CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILI ASSE PER TYP J \ BAY WINDOW JAMB BAY WINDOW HEAD 311 — 1'-0" VLV I IVIVV, 1 1 I BAY WINDOW SILL 311 = 1'-0" - - - FILL ENTIRE CAVITY W/ CLOSED CELL SPRAY FOAM (R-7 PER INCH) SIDING, PER ELEVS PRESSURE TREATED FURRING STRIPS, TYP GWB SEALANT ALL AROUND 2X6 FURRING AT BAY WINDOW NAIL FLANGE WINDOW PER SCHEDULE, SEE MVR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP CONT. SEALANT PEST VENT STRIP AT PERIMETER OF FURRING, TYP ---------- - - METAL EDGE TRIM TO MATCH HEAD / SILL FLASHING, HEMMED EDGE --------- - - FILL ENTIRE CAVITY WITH CLOSED CELL SPRAY FOAM (R-7 PER INCH) - - SHT MTL FLASHING, SLOPE TO EXT. FLAT DRIP - LAP WRB OVER SHT MTL FLASHING AS SHOWN -- RIPPED 2X6 FURRING PL - 2X6 FURRING AT BAY WINDOW FRAME SAM LAF - BACKER ROD & SEALANT 2 PEST VENT STRIP AT PERIMETER OF FURRING, TYP - SHT MTL FLASHING HD FLASHING, W/ DRIP EDGE. SLOPE TO EXTERIOR - NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP GWB RETURN FLUSH W/ CEILING AS SHOWN - SILL PAN BY WRB MFR - SHIM - NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP - PEST VENT STRIP AT 0 PERIMETER OF FURRING, TYP - SHT MTL FLASHING SILL FLASHING W/ DRIP EDGE, LAP OVER WRB AS SHOWN - BACKER ROD & SEALANT -- DO NOT SET SILL FLANGE IN SEALANT - - LAF - 2X6 FURRING AT BAY WINDOW FRAME 0 W:: - FILL ENTIRE CAVITY W/ CLOSED CELL SPRAY FOAM (R-7 PER INCH) -- SIDING W/O FURRING, PER ELEVS SIDING W/ FURRING, PER ELEVS PT FURRINC J-MOLD W/ 1/4" SEALAN DOOR PANE CONT BULB SAM ENTIRE EXTERIOR DOOR JAMB DETAIL FURRED WINDOW HEAD 311 — 1'-0" FURRED WINDOW SILL 311 — 1'-0" --- Q10ING MO FURRING, R ELEVS )ING W/ FURRING, R ELEVS - FURRING, AS REQ'D — TOLD W/ 1/4" SEALANT — - WINDOW JAMB, TYP VDOW " SEALANT, COLOR T( TCH WINDOW FRAME I WOOD TRIM, MITER RNERS, PAINT, TYP SILL TRIM, BELOW 31 /2" WALL ASSEMBLY PER BLDG SECTIONS, TYP LAP WRB OVER SHT MTL FLASHING AS SHOWN SAM 2x4 WOOD BUCKOUTS @ WINDOW HEADS, TYP. RIP TOP TO SLOPE TO EXTERIOR AT 1/411/FT LAF SET IN SEALANT (HD & JMBS) SHT MTL FLASHING HD FLASHING, W/ DRIP EDGE NAIL FLANGE WINDOW PER HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 SCHEDULE. SEE MFR INSTRUCTIONS R1 FOR INSTALL REQUIREMENTS, TYP 1x WOOD TRIM, MITER CORNERS, DAME PAINT, TYP 3 -- 1x WOOD SILL TRIM, PAINT 3 S N SHIM NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP BACKER ROD & SEALANT SHT MTL FLASHING SILL FLASHING W/ DRIP EDGE, LAP OVER WRB AS SHOWN DO NOT SET SILL FLANGE IN SEALANT LAF 2x4 WOOD BUCKOUTS @ WINDOW HEADS,TYP SAM PRIMARY WRB WALL ASSEMBLY PER BLDG SECTIONS, TYP EXTERIOR DETAIL NOTES: 1. THE ARCHITECTURAL EXTERIOR DETAILS REPRESENT PROJECT SPECIFIC CONDITIONS AND MATERIAL RELATIONSHIPS AND LOCATIONS. 2. THE WP SHEETS REPRESENT GENERAL INSTALLATION REQUIREMENTS APPLICABLE TO THE ENTIRE PROJECT. 3. THE ARCHITECTURAL DETAIL SHEETS AND THE WP SHEETS ARE MEANT TO WORK IN CONJUNCTION. IF A CONFLICT IS FOUND BETWEEN THE TWO, NOTIFY ARCHITECT UPON DISCOVERY. N 0 00 Uj 0 0 0 i z Q Q Uj w C� J z Uj um � � w w M VQ= H O Ja N Uj Q N + 00 CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 1 10-19-2022 1 BID SET 2 01-25-2023 PERMIT 3 03-31-2023 CONFOR Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXTERIOR DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A801 311 = 11-011 311 = 1'-0" 311 = 1'-011 NT RACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS RAFTER TAIL, BIRDSMOUTH AT GLB W/ A34 AT TOP OF BEAM ING M NE, LA ER CONT. PRE -FIN ALUM GUTTER W/ LEAF GUARD + + + !.�cr�y�l 3a:zyarla►r�r:�IJi� ilia:�� PRE -PRIMED, FINGER JOINTED 2x12 CEDAR FASCIA P.T. 2x4 FURRING STRIP, RIP AS REQ'D GLULAM BEAM, PER STRUCT FASCIA - LOW 3tt =1'-Ott CANOPY ATTACHMENT DETAIL 311 — 1 1 -0" RRING, PER ELEV'S ER IG DETAILS PLATE AND TIE ROD, MIN. CLASS C ROOFING PLYWOOD ROOF SHEATHING ROOF TRUSS PER STRUCTURAL $" GWB DRAFT STOPPING, IN LINE WITH FIRE PARTITION WALL R-49 BATT INSULATION 4" FIRE STOPPING 1 HR ROOF / CEILING ASSEMBLY 1 HR FIRE PARTITION PER DETAIL 13/A10.1 DRAFT STOPPING @ ATTICS (PARALLEL TO FIRE PARTITION) ROOF ASSEMn' " nrn ornTinnio LOW EAVE VI 2x4 P.T. BLOC SIDING, PER BLOWN -IN IM TRUSS HEEL EAVE DETAIL - LOW 3tt =1'-0" LAP SHINGLES OVER EYEBROW VENT, PER MFR REQ'S EYEBROW VENT LOCATE PER RO ROOF ASSEMBL' V WIDE CONT. A LOCATE PER MF LAF ENTIRE OPE— EYEBROW VENT 3tt=1'-01 1 MIN. CLASS C ROOFING PLYWOOD ROOF SHEATHING BLOCKING ROOF TRUSS PER STRUCTURAL $" GWB DRAFT STOPPING IN LINE WITH FIRE PARTITION WALL 4" FIRE STOPPING ROOF / CEILING ASSEMBLY 1 HR FIRE PARTITION PER DETAIL 13/A10.1 DRAFT STOPPING @ ATTICS (PERPENDICULAR TO FIRE PARTITION) NOTES: PROVIDE 2 X 4 WOOD FRAMING AS NECESARY SCALE: 1 1/2"=1'-0" NOTES: PROVIDE 2 X 4 WOOD FRAMING AS NECESARY SCALE: 1 1/2"=V-0" TO PROPERLY SECURE $" GWB AT MIN. 24" O.C. FOR TO PROPERLY SECURE $" GWB AT MIN. 24" O.C. FOR ENTIRE LENGTH OF DRAFT STOPPING AT ATTIC. ENTIRE LENGTH OF DRAFT STOPPING AT ATTIC. ATTIC DRAFT STOP 1 1 /2" = 1'-0" ROOF ASSEMBLY, PER SECTIONS HIGH EAVE VENT 2x4 P.T. BLOCKING BETWEEN TRUSSES SIDING, PER ELEVS TRUSS HEEL EAVE DETAIL - HIGH 3tt =1'-0" RIDGE CAP RIDGE VENT 1" WIDE CONT. AIR SLOT, PER MFR REQ'S, LAF ENTIRE OPENING TRUSS TOP CHORD ROOF RIDGE 3" — 1 1 -0" KICKOUT FLASHING AT SIDEWALL / GUTTER 3't = 1 t-0" FASCIA- HIGH 3tt =1'-Ott SIDING, PER ELEVS LAP WRB OVER FLASHING PRE -FINISHED METAL FLASHING W/ DRIP EDGE - ROOFING 0/ UNDERLAYMENT ADD'L LAYER OF TYPE-X GWB AT ADJACENT OCC. FASTENER W/ NEOPRENE GASKET, SET IN CONT. BED OF BITUMINOUS SEALANT PRE -FIN METAL FLASHING CAP WRB, WRAP OVER FASCIA BOARDS FLASHING CLIPPED ON CONT. CLEAT 5/46 FIBER CEMENT TRIM BOARD PRE -PRIMED, FINGER JOINTED 2x12 CEDAR FASCIA RAFTER TAIL HEADWALL DETA 311 — 1 1 -0" SIDING PER ELEV'S O/ WRB ROOFING SYSTEM O/ UNDERLAYMENT, OVERLAP FLASHING STEP FLASHING UNDERLAYMENT SELF -ADHERING UNDERLAYMENT ALONG EDGE, MIN 36" SELF ADHERED MEMBRANE LEAVE 1" GAP BETWEEN END CAP OF GUTTER AND SIDING PREFINISHED METAL KICKOUT FLASHING MIN 6" KICKOUT LEG, INSTALL OVER UNDERLAYMENT AND UNDER ROOFING, INTERWEAVE W/ STEP FLASHING PREFINISHED METAL BACK FLANGE PREFINISHED METAL GUTTER 1 NOTES: ROOFING, INSULATION, SIDING &FLASHING ATTACHMENT & INSTALLATION PER MANUFACTURERS. GUTTER & FLASHING INSTALLATION PER MANUFACTURER, & TO MEET SMACNA & NRCA. AM\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w w w.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # I Date Description 1 10-19-2022 1 BID SET 2 01-25-2023 1 PERMIT 3 03-31-2023 CONFOR Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: EXTERIOR DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A8m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 0 = SIDING, PER ELEV LAP WRB OVER FLASHING FLASHING LU I 1 3/4" FLASHING EXT J UDRIP EDGE � I L3 I _ LEDGER,PER STRUCT WRB I FLOOR ASSEMBLY, I PER SECTIONS SIDING, PER ELEV VAPOR BARRIER - GWB ON RESILIENT CLIP DETAIL 311 — 1 t-Ott GUARDRAIL, PER 3 / A8.3 P.T. STAIR STRINGER, PER STRUCT PRECAST CONCRETE TREAD, REFER TO SPECIFICAIONS 2"x3"xl/8" GALV STEEL ANGLE 3/8" EXPANSION BOLT W/ FLAT WASHER AND LOCK WASHER, TYP OF (2), PER MFR REQ'S 3/8" LAG SCREW STAIR TREAD MOUNTING DETAIL 3tt=1'-0111 "W" INSIDE CORNER TRIM WHERE TYPE 3 & 4 MEETS TYPE 3 & 4 AT INSIDE CORNER W/ 1/8" SEALANT PLYWOOD, PER STRUCT WRB I J METAL CORNER WHERE TYPE 3 & 4 MEETS TYPE 3 & 4 AT OUTSIDE CORNER LAP TO FACE GUARD 3/4" P.T. STRINGER, PER STRUCT TOP RAIL, PER 3 / A8.3 BALUSTER, PER 3 / A8.3 STANCHION, PER 3 / A8.3 ALUM TUBE HANDRAIL, PER MFR HANDRAIL SUPPORT, PER MFR HANDRAIL DETAIL 311 — 1 t-Ott d "- GUARDRAIL, PER 3 / A8.3 ,d e ' ANGLE ° 61 /2" 11 51 /2" Q, a d, OPEN RISER AT LEVEL 1 BOTTOM TREAD ONLY Y' a aa. a•� 14v ,4 GALV STEEL ANGLE, PER 5 / A8.3 0 SLAB -ON -GRADE, PER CIVIL a a c -a d a STAIR BOTTOM AT CONC. 311 — 1 t-Ott PANEL PANEL PANEL PANEL —"L" TRIM WHERE TYPE 3 VERTICAL BEAD REVEAL MEETS TYPE 2 W/ 1/8" SEALANT WHERE TYPE 2 MEETS TYPE 2 "F" TRIM WHERE TYPE 2 MEETS w TYPE 1 AT INSIDE CORNER REVEAL OUTSIDE CORNER MINIMUM FACE WHERE TYPE 1 MEETS TYPE 1 AT OUTSIDE CORNER VERTICAL TRIM FIBER CEMENT SIDING TRIM, TYP 6tt = 1 t-Ott VERTICAL BEAD REVEAL WHERE TYPE 1 MEETS TYPE 1 PPP MFR PP()IQ 1-112" x 1-112" 11 1-1/2" x 1-1/2" B 5/8" x 5/8" STAN @ 4" O.C., TYP 1-1/2" x 1-1/2" B 2" x 4-1/2" BASE (2) 3" GALV. LAI INTO BEAM OR BLOCKING BEL AT WALKWAY *AT GUARDRAILGUARDRAIL DESIGN MOUNTING AWALKWAY 1" = 1'-0" GUARDRAIL, I GUARDRAIL S BASE PLATE, PRECAST COI STRINGER, BI PER STRUCT WOOD PATIO GALV STEEL) PER 5 / A8.3 LANDING SUF PER STRUCT STAIR BOTTOM DETAIL 3tt=1'-0111 LAP w z¢ "L" TRIM WHERE TYPE 1 MEETS TYPE 3 AT INSIDE CORNER W/ 1/8" SEALANT FURRING, WHERE OCCURS SIDING TYPE LEGEND - REFER TO EXTERIOR ELEVATIONS (A3 SHEETS) SIDING TYPE 1: FIBER -CEMENT PANEL SIDING OVER FURRING SIDING TYPE 2: FIBER -CEMENT PANEL SIDING SIDING TYPE 3: FIBER -CEMENT LAP SIDING SIDING TYPE 4: FIBER -CEMENT LAP SIDING OVER FURRING i �i 0 (D Cl) O 0 d U_ 2 C U) a z g w - > m C, Q U RIZONTAL BEAD REVEAL IERE TYPE 1 MEETS TYPE 1 /HORIZONTAL BEAD REVEAL WHERE TYPE 1 MEETS TYPE 1 AT SOFFIT "F" TRIM WHERE TYPE 2 MEETS TYPE 1 AT SOFFIT HORIZONTAL BEAD REVEAL WHERE TYPE 2, 3 & 5 MEETS TYPE 2, 3 & 5 HORIZONTAL TRIM AT STAIRS *AT GUARDRAIL MOUNTING STAIRS GUARDRAIL WOOD PATI( WOOD PATI( AT TOP RISE STRINGER, I PRECAST C( LANDING SU PER STRUC- STAIR TOP DETAIL 311 — 1 t-Ott 11" HANDRAIL BOTTOM AM\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O 00 Ujrn a O �u Z Q U W C� J Z LU U) LU LU um c, a I— O Ja co N� L J W Q WMN + CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE #1 Date I Description 1 10-19-2022 BID SET 2 01-25-2023 ONFORPISMOUB RMIT 3 �03-311-2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: EXTERIOR DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A8m3 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS NAIL FLANGE WINDOV SCHEDULE. SEE MFR INSTRUCTIONS FOR If REQUIREMENTS, TYP SET IN SEALANT (HD F 1/8" SEALANT, COLOR MATCH WINDOW FRAP PT FURRING, AS REQ' 1x WOOD TRIM, MITEF CORNERS, PAINT, TYP SILL TRIM, BELOW - -- - - -J-MOLD W/ 1IA" SEALANT SIDING W/ FURRING, PER ELEVS LAF OVER FLANGE LAF AROUND FURRING SAM WINDOW JAMB AT FURRED WALL, TYP 311 = 1'-0" GUTTER CENTERI DOWNSF DOWNSPOUT ROUTE AT COLUMN 1 1 /2" = 1 t-0" GUTTER — - CENTERLINE DOWNSPOU- DOWNSPOUT ROUTE AT OVERHANG ill = 1 t—Ott An HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 Uj a 0 Fm0 0 z0 Q LU LU C� J z LU U) I— LU cf) LL LU U) VQ= �a 00 O N T ULI Q N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 3 03-31-2023 CONFORMED SET RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXTERIOR DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A8m4 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS GLASS LITE HOLLOW METAL FRAME, FILL WITH ACOUSTIC INSULATION INTERIOR WINDOW JAMB / SILL 311 = 11-011 1'-81. BRACKETLENGTH COUNTER BRACKET, PER ELEV - - CONCEAL BRACKET VERTICAL LEG BEHIND FINISH ---SOLID BLOCKING AT EA FASTENER ---- - WALL BASE, TYP COUNTERTOP SUPPORT 1" = 11-011 1' - 101, 1'-8" BRACKETLENGTH COUNTER BRACKET @ 2'-0" T-6" COUNTER OVERHANG 1/2" LAMINATE PANEL, TO MATCH CABS WOOD TRIM CONTINUE FINISH FLOOR UNDER OPEN COUNTERTOPS I•mW KITCHEN ISLAND SECTION, TYP 111 = 11-011 EASED EDGE, TYP - - BASE CAB, PER ELEVS 1/4" LAM PANEL TO MATCH CABS -3/4" QUARTER ROUND TRIM TO MATCH CABS _FIN FLR WOOD TRIM, TYP AT ISLAND Ahn HOUSING INFILL FRAMING, PER STRUCT, - -- FINISH FLOOR, ' HOPE W/ ACOUSTIC BATTING PER FINISH FLOOR PLANS we keep hope alive THREADED RODS IN STEEL ANGLE, PER STRUCT - UNDERLAYMENT SYSTEM FLOOR JOISTS, PER STRUCT ACOUSTIC MAT DESIGNS �F northwest ARCHITECTS PLYWOOD SHEATHING O/ FLOOR ERV, PER MECH JOISTS, PER STRUCT, p o Box 1270 _ W/ R-19 SOUND INSULATION (MIN) Stanwood. WASuite 98292 - _ - - - - - - - - - - - - - -71 - - www.designsnw.com - 1/2" RESILIENT CLIPS, TYP THREADED ROD �Ll L- _L VIBRATION ISOLATION PADS CEILING, PER RCP r c architecture resource collaborative - BLOCKING AS REQ'D SOFFIT FRAMING, 2x4 @ 16" O.C. TYP, FOR SOFFIT FRAMING WHERE OCCURS, PER RCP, 119 MAIN ST, STE #200 FLAT FRAMING AT HORIZONTALS ` - - (2) LAYERS 5/8" TYPE-X GWB BETWEEN ADJACENT OCC. SEATTLE, WA 98104-2579 �r>< ALL SOFFITS AT (206) 322-3322 - 7'-0" AFF MIN, TYP UNINSULATED DUCT, 3 WHERE OCCURS ACCESS PANEL - INSULATED DUCT, WHERE OCCURS J,54O R RE FLOOR ASSEMBLY AND ERV MOUNTING DETAIL 3 1 1 /2" = 1'-0" DAME A. N STATE OF MIASHWIM STABLE SHELVING, TYP CUT DOWN CAB DOOR TO AVOID CONFLICT WITH SOFFIT GWB MULTIPURPOSE CASEWORK 111 = 11-011 COUNTER BRACKET @ 2'-0" OC WUIN I tK UVtNHAINU COUNTER BRACKET AT OPEN COUNTER SPACE, PER ELEV 1/2" LAMINATE PANEL, EA SIDE WOOD TRIM, EA SIDE -- CONTINUE FINISH FLOOR I MIMED (IDCAI (ni IAITCDTn OC - ACCESSIBLE / TYPE A KITCHEN SECTION AT REF 111 = 11-011 UPPER CAB, PROVIDE SOLID BLOCKING, TYP KITCHEN SECTION AT MICRO 111 = 11-011 N O Co LU a 0 Fm 0 0 i z 0 Q LU W C� J Z LU U) I— Fm W W LL M U) VQ= H O Ja 00 N L0 W Q 00 T_ N CONFORMED SET ISSUE DATE: MARCH 31, 2023 Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: INTERIOR DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 A9 — SHEET: 0 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS ANDOFF TEXT, PER ELEVS AND SPEC SIDING, PER ELEVS STANDOFFS, FINISHED TO MATCH LETTERS )OFF T, PER ELEVS )SPEC NG OVER FURRING, ;ELEVS 3LOCKING AS REQ'D SIGN FASTENING NDOFFS, FINISHED MATCH LETTERS 1/4" BACKER, MATCH BUILDING BASE COLOR (REFER TO Al0.1), ATTACH TO WALL WITH VHB TAPE 1/4" WHITE FACE RAISED TEXT BRAILLE WALL, PER ELEVS MOUNTING DETAIL WITHOUT FURRING WITH FURRING BLDG ID/ADDRESS SIGNAGE MOUNTING UNITSIGNAGE 3" =1'-Ott 3 3tt = 1'-Ott 1/4" BACKER, COLOR Al (REFER TO A10.1), ATTACH TO WALL WITH VHB TAPE 1/4" WHITE FACE RAISED TEXT BRAILLE WALL FACE MOUNTING DETAIL 1 /2" 7" A205 UNIT DOOR SIGN NOTE: SEE DETAILS 41, 42, 44, & 54 ON SHEET T1.9 FOR MORE INFORMATION 1 /2" BACKER, MATCH BUILDING BASE COLOR (REFER TO A10.1) WHITE FACE BLACK TEXT, RAISED, CENTERED ON WHITE FACE BRAILLE, CENTERED ON TEXT, TYP 1' - 8 1 /2" VERIFY TEXT WIDTH N 1l2 /2" 10" XA202 LU CV CV H _ - .. .. .. CV LUA-- - 2 CV- ---------- 1 /2 ES-TROOM IR 1 1 /2" — 6" 11 RESTROOM DIRECTIONAL SIGN BLACK ARROW RESTROOM DIRECTIONAL SIGN NOTE: SEE FORMDETAILS41,4FORM ION SHEET T1.9 FOR MORE INFORMATION 3" = 1'-0" UNIT DOOR SIGN (SHARED) BACKER WHITE FACE BLACK TEXT, RAISED, CENTERED ON WHITE FACE BRAILLE 1 /2" BACKER, MATCH BUILDING BASE COLOR (REFER TO A10.1) WHITE FACE BRAILLE, CENTERED ON TEXT, TYP BLACK TEXT, RAISED An HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com a r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 (0 N O 00 Uj am Cn O Fm u Z z0 LLJ Q I LI C� J z LU U) LU LU Cl) LL M c, a H O Ja co N LO T W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 3 03-31-2023 CONFORMED SET RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: SIGNAGE DETAILS SCALE: 3" = V-0" DRAWN: CS, RB CHECKED: PRC, KW PROJECT 1\10: 02103 O SHEET: A9ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING4)RAWINGS/AND-SPECIFICATIONS BUILDING A WINDOW NO. NAME FLOOR BASE N WALL E WALL S WALL W WALL TRIM CEILING TREATMENT COMMENTS LEVEL 1 A100 CORRIDOR FL-1 / CPT-3 RB-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 ACT-1 PT-1 N/A A101 COMMUNITY CPT-1 RB-1 PT-1 PT-1 WT-1 A102 PROPERTY OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A103 PROPERTY OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A104 SECURE FILE FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 N/A A105 COPY / WORK FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 N/A A106 SERVICES OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A107 SERVICES OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A108 CONSULTATION FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 N/A NOTE 1, FL-3 WAINSCOT TO 5-0" AT WALLS A109 TOILET FL-3 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A A110 STORAGE FL-3 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A A111 MULTIPURPOSE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 WT-1 A112 SERVICES OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A113 TOILET FL-3 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A NOTE 1, FL-3 WAINSCOT TO 5'-0" AT WALLS A114 STORAGE FL-3 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A FL-3 AT MOP SINK ALCOVE A120 COMMUNITY PANTRY FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 N/A A121 PACKAGES FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A A122 MECH / HPWH / ELEC STORAGE CONC-1 FLA CONC-1 RB-1 PT-1 PT-1 PT-1 PT-1 N/A PT-1 N/A FIRE TREATED PLYWOOD TO 8' AFF A123 RB-1 PT-1 PT-1 PT-1 PT-2 PT-1 PT-2 PT-3 N/A PT-1 PT-2 N/A A124 ELEC RB-2 PT-2 PT-2 N/A FIRE TREATED PLYWOOD TO 8' AFF A125 FIRE RISER CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A LEVEL 2.1 A201 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 A202 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 A203 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 A204 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 A205 3-BED A, FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 LEVEL 3.1 A301 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 A302 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 A303 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 A304 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 A305 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 BUILDING B WINDOW NO. NAME FLOOR BASE N WALL E WALL S WALL W WALL TRIM CEILING TREATMENT COMMENTS LEVEL 1 B101 3-BED ACCESSIBLE / FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 TYPE A B102 2-BED ACCES*LE / FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 TYPE A B103 1-BED TYPE-B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 B104 1-BED TYPE-B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 B120 FIRE RISER CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A B121 MECH / HPWH / ELEC CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FIRE TREATED PLYWOOD TO 8' AFF B122 ELEC. CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FIRE TREATED PLYWOOD TO 8' AFF LEVEL 2 B201 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 B202 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 B203 1-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 B204 1-BED I FL-2 / FL-3 / CPT-2 I RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 LEVEL 3 B301 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 B302 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 B303 1-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 B304 1-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 BUILDING C WINDOW NO. NAME FLOOR BASE N WALL E WALL S WALL W WALL TRIM CEILING TREATMENT COMMENTS LEVEL 1 2 C101 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C102 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C103 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C104 3-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C120 MECH / HPWH / ELEC CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FIRE TREATED PLYWOOD TO 8' AFF C121 ELEC. CONC-1 RB-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 N/A PT-3 PT-2 PT-2 N/A N/A FIRE TREATED PLYWOOD TO 8' AFF 2 C122 LAUNDRY FLA BUILDING C (CO WINDOW NO. NAME FLOOR BASE N WALL E WALL S WALL W WALL TRIM CEILING TREATMENT COMMENTS C123 MAINTENANCE CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FL-3 AT UTILITY SINK FIRE RISER CONC-1 ALCOVE C124 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A LEVEL 2 C201 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C202 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C203 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C204 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 LEVEL 3 C301 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C302 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C303 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 C304 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 BUILDING D WINDOW NO. NAME FLOOR BASE N WALL E WALL S WALL W WALL TRIM CEILING TREATMENT COMMENTS LEVEL 1 D101 1-BED ACCESSIBLE / TYPE A 2-BED TYPE B FL-2 / FL-3 / CPT-2 FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D102 RB-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D103 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D104 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D105 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D106 3-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D120 MECH / HPWH / ELEC CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FIRE TREATED PLYWOOD TO 8' AFF D121 FIRE RISER CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A D122 ELEC CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FIRE TREATED PLYWOOD TO 8' AFF LEVEL 2 D201 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D202 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D203 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D204 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D205 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D206 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 LEVEL 3 D301 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D302 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D303 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D304 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D305 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D306 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 NOTE: REFER TO ENLARGED PLANS ON A5 SHEETS FOR LOCATIONS OF FLOOR FINISHES. e FINISH LEGEND MARK FINISH ACT-1 ACOUSTICAL TILE CEILING CAB-1 CABINET CAB-2 CABINET CAB-3 CABINET CONC-1 EXPOSED CONCRETE SLAB -ON -GRADE CPT-1 TILE CARPETING #1 - COMMERCIAL CPT-2 TILE CARPETING #2 - RESIDENTIAL CPT-3 TILE CARPETING #3 - WALK -OFF MAT CT-1 PLASTIC LAMINATE COUNTERTOPS CT-2 PLASTIC LAMINATE COUNTERTOPS FLA RESILIENT FLOORING - TILE - COMMERCIAL FL-2 RESILIENT FLOORING - TILE - RESIDENTIAL FL-3 RESILIENT FLOORING - SHEET - WET AREAS PT-1 PAINT PT-2 PAINT PT-3 PAINT PT-4 PAINT RB-1 RUBBER BASE RB-2 RUBBER BASE WT-1 WINDOW TREATMENT - ROLLER SHADES \4 FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONCRETE CONTROL JOINTS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS, AND FINISH SCHEDULE LOCATED ON SHEET A10.0 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CEILING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. USE MODEL A UNITS AS A BASIS FOR POTENTIAL FUTURE GRAB BAR AND ACCESSORY NEEDS. AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O Wm m a � � O Fm z 0 i z 0 o Q LU w C' J z LU cn Fm I— w Fn w M U) VQ= H O Ja cc -N) T W Q CIO N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE Date Description 01-25-2023 PERMIT RESUBM. 03-31-2023 CONFORI1aEQ.SU Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I I B I CONTENTS: INTERIOR FINISH SCHEDULES AND LEGEND SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: Al OmO StBL.E'5OF-C<OOHtDfNAT4WG AWINGS AND SPECIFICATIONS EXTERIOR BUILDING COMPONENT FINISH SCHEDULE BUILDING COMPONENT DOORS - ENTRANCE DOOR FRAMES, RAILS, AND STILES (BLDG A LEVEL 1 AND BLDG B SOUTH ELEV ONLY) FINISH TYPE FINISH DESCRIPTION COMMENT FF BLACK OR DARK BRONZE, PER MFR DOORS - FRAME - UNIT DOOR, LAUNDRY DOOR, PACKAGES DOOR PT BENJAMIN MOORE 2124-10 "WROUGHT IRON" SATIN SHEEN DOORS - PANEL - UNIT DOOR, LAUNDRY DOOR, PACKAGES DOOR PT G3 (REFER TO EXTERIOR PAINT COLOR SCHEDULE) SATIN SHEEN DOORS - UTILITY ROOMS AND MAINTENANCE ROOM DOOR FRAMES AND PANELS (AT BLDG C ONLY) PT G3 (REFER TO EXTERIOR PAINT COLOR SCHEDULE) DOORS - UTILITY ROOMS DOOR FRAMES AND PANELS (AT BLDG A, B, AND D ONLY) PT G1 (REFER TO EXTERIOR PAINT COLOR SCHEDULE) SATIN SHEEN EXTERIOR LUMINAIRES FF TO MATCH AEP SPAN "COOL MIDNIGHT BRONZE" FASCIA PT BENJAMIN MOORE 2124-10 "WROUGHT IRON" SATIN SHEEN FIBER CEMENT SIDING PT VARIES, REFER TO EXTERIOR PAINT COLOR SCHEDULE AND ELEVATIONS SATIN SHEEN MECHANICAL LOUVERS AND VENTS PT TO MATCH ADJACENT WALL BASE COLOR SATIN SHEEN METAL CANOPY (BLDG A ONLY) FF TO MATCH AEP SPAN "COOL MIDNIGHT BRONZE" SEMI -GLOSS SHEEN RAILINGS AND STAIR HANDRAILS FF TO MATCH AEP SPAN "COOL MIDNIGHT BRONZE" SEMI -GLOSS SHEEN SHEET METAL FLASHING AND TRIM (NOT OTHERWISE SPECIFIED) FF TO MATCH AEP SPAN "COOL MIDNIGHT BRONZE" SHEET METAL FLASHING AT DOORS AND WINDOWS FF TO MATCH ADJACENT DOOR OR WINDOW FRAME SHEET METAL FLASHING AT T.O. BAY WINDOWS AND FURRING WALLS FF / PT PAINT EXPOSED VERTICAL EDGES TO MATCH ADJACENT PANEL COLOR SATIN SHEEN SHEET METAL FLASHING PROFILE AT FIBER CEMENT WALL BASE PT TO MATCH COLOR G2, REFER TO COLOR SCHEDULE SHEET METAL GUTTERS, DOWNSPOUTS, AND BRACKETS FF TO MATCH AEP SPAN "COOL MIDNIGHT BRONZE" SIGNAGE - BUILDING ADDRESS SIGN FF TO MATCH AEP SPAN "COOL MIDNIGHT BRONZE" SIGNAGE - BUILDING CANOPY SIGN (BLDG A ONLY) FF TO MATCH AEP SPAN "COOL MIDNIGHT BRONZE" SIGNAGE - BUILDING IDENTIFICATION SIGN FF TO MATCH AEP SPAN "COOL MIDNIGHT BRONZE" STRUCTURE - EXPOSED METAL BRACKETS PT BENJAMIN MOORE 2124-10 "WROUGHT IRON" SEMI -GLOSS SHEEN STRUCTURE - EXPOSED ROOF SHEATHING PT STAIN SHERWIN WILLIAMS SW3511 "CEDAR BARK" 75% OPACITY STRUCTURE - EXPOSED WOOD COLUMNS, BEAMS, DECK JOISTS, STAIR STRINGERS PT STAIN SHERWIN WILLIAMS SW3511 "CEDAR BARK" 75% OPACITY STRUCTURE - EXPOSED WOOD RAFTERS PT STAIN SHERWIN WILLIAMS SW3511 "CEDAR BARK" 75% OPACITY TRASH ENCLOSURE - POSTS AND GATES FF PER SPEC TRASH ENCLOSURE - WOOD MEMBERS PT STAIN SHERWIN WILLIAMS SW3511 "CEDAR BARK" 75% OPACITY WINDOW FRAMES FF BLACK OR DARK BRONZE, PER MFR EXTERIOR PAINT COLOR SCHEDULE COLOR TYPES: (SEE SPECIFICATIONS FOR COLOR SELECTIONS) BASIS OF DESIGN IS BENJAMIN MOORE PAINT: Al BLDG A BASE COLOR A2 BLDG A ACCENT COLOR Al 2151-30 OCHRE A2 2021-30 SUNSHINE 131 BLDG B BASE COLOR B2 BLDG B ACCENT COLOR 131 2136-40 AEGEAN TEAL 132 2059-50 POOL PARTY C1 BLDG C BASE COLOR C2 BLDG C ACCENT COLOR C1 2166-10 GOLD RUSH C2 2016-30 CARROT STICK D1 BLDG D BASE COLOR D2 BLDG D ACCENT COLOR D1 2144-20 EUCALYPTUS LEAF D2 2028-30 TEQUILA LIME G1 LIGHT GRAY G2 MEDIUM GRAY G3 DARK GRAY G1 LIGHT MIST G2 f,RAY G3 ri Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 61 onrxa 8'tA7E OF co N 0 LU m rn am Cn O F `� 0 = z 0 Q LLJ W 0 J 2 3: z LU U) I— Fm W W cf) LL M U) VQ= I— O am 00 N L0 T W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date I Description 3 03-31-2023 CONFORMED SET RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT KEYPLAN C A I D I 0 ;1i@]►11WIF1. i EXTERIOR FINISH SCHEDULES AND LEGEND SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: A10ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS M:IEPEW DEPEW, Inc. 1834 SW 152nd St. NOTES: Burien, WA 98166 1. THIS INSTALLATION IS FOR BOTH WINDOWS AND FOR SLIDING GLASS DOORS. 2. SLIDING GLASS DOORS NOT SHOWN. CONTINUE APPLYING PRIMARY APPLY PRIMARY W.R.B. steve@depewinc.com W.R.B. TO STRUCTURE WITH TO STRUCTURE, TUCKING WRB min. 6" HORIZONTAL AND UNDER SILL W.R.B. INSTALL WINDOW/SLIDING STAMP VERTICAL LAPS. SKIRTS. GLASS DOOR WITH SEALANT APPLIED TO THE BACKSIDE OF THE FLANGE. CLADDING (WINDOW SHOWN) px ` INSTALL SELF-ADHESIVE MEMBRANE (S.A.M.) OVER JAMB FINS AT THE JAMBS AND HEADER. EXTEND TAPE 2" MIN. PAST FIN FLANGE EXTENSION \\ EDGES. � INSTALL SILL SKIRT HEADER - 4"min. THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENT THAT IN MY PROFESSIONAL JUDGEMENT ARE FLASHING APPROPRIATE TO SATISFY THE REQUIREMENTS OF WRB PRE -FLASHING ' INSTALL CORNER SHIELDS RCW 64.55.005 THROUGH 64.55.090. STEVEN K. DEPEW, PE i i i � S^ VJ � N a HEADER DETAIL. WINDOW INSTALLATION w-io K>� Ns %� STEP 7: WINDOW INSTALLATION \STEP 4: WINDOW INSTALLATION \STEP 1: WINDOW INSTALLATION ....«. N_. W M W O H U ow �_cn C�JM (0p ZW� CMZ _E1 a:W N 0 = Oja "I'-� =wa 00Uj 3/8" SHEET TITLE 3/8" BACKER ROD AND CAULK INSTALL HEADER EDGE METAL ------- FLASHING Z FLEXIBLE SILL PAN f r U. 'I \\ O O WRB SILL SKIRT a WRB _ 0 CLADDING W 3 INSTALL FORTIFLASH COMMERCIAL FLASHING SILL PAN Q O z 1. CUT OFF THE HEAD FLASHING DOWN LEG AND DRIP EDGE AT 3/8" PRINCIPAL IN CHARGE ON EACH END. 2. USING A BREAK BEND THE KICKOUT LEG UP TO CREATE A 3/8" STEVEN K. DEPEW s SILL DETAIL. WINDOW INSTALLATION END DAM. STEP 5: WINDOW INSTALLATION TEP 2: WINDOW INSTALLATI N vP�ia �..� N. va�m ,,..,,�. N. PROJECT TEAM 3. TRIM THE END DAM OUTER CORNER. DEPEW, GENERAL NOTE: THE HEAD FLASHING SHALL BE MIN. 2" MIN. BACK LEG, 1-1/2" WITH A 5' SLOPE AND A 1-1/4" HEMMED DRIP LEG. REVIEWED STEVEN K. DEPEW DRAWN STEVEN K. DEPEW HEADER FLASHING vP�ia N�. N. No dimensions should be scaled from drawings and all dimensions and Val should be checked and verified agail E field conditions. If any dimensions ar& r 0 found to be incorrect or invalid, then PI INSTALL HEADER TARGET the responsibility of the user to inforr�EUHTY MFE FLASHING ALLOWING A MINIMUM OF 2" TO LAY DEPAR Architect, and to obtain the correct 3/8 BACKER ROD AND CAULK INTO THE ROUGH OPENING. dimensions prior to acting upon anything EDGE METAL ------ contained in these drawings. Contractor to verify all dimensions, conditions, etc. pertaining to the Work on site before proceeding with the Work. Copyright NSTALL JAMB TARGET 2015 DEPEW, INC. All rights reserved. FLANGE EXTENSION FLASHING ALLOWING A MINIMUM OF 2" TO LAY INTO THE ROUGH OPENING. WRB PRE -FLASHING REVISION DATE WRg PERMIT 09/10/22 CLADDING s JAMB DETAIL: WINDOW INSTALLATION STEP 3: WINDOW INSTALLATION PROJECT NUMBER SHEET NUMBER XXX W P - 100 2023 DMONDS T SERVICES MENT M:IEPEW DEPEW, Inc. HEAD FLASHIN 4 411 1834 SW 152nd St. Burien, WA 98166 steve@depewinc.com 0 STAMP �3/4" TRIM AS NEEDED DOOR PAN 0 (SEE DOOR PAN DETAIL FOR SLAB) WRB SILL SKIRT A n DOOR PAN FOR DECK 3 DOOR PAN FOR SLAB THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENT THAT IN MY PROFESSIONAL JUDGEMENT ARE WP 101 SCALE Nrs WP 101 scALE Nrs APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. STEVEN K. DEPEW, PE DOOR INSTALLATION STEP 1: DOOR INSTALLATION N W q W 0 O H Ua =ow �cn 0 Z W M TYPICAL EXTERIOR WALL ASSEMBLY TYPICAL EXTERIOR WALL ASSEMBLY INSTALL HEADER TARG U) LL N 0 PRIMARY W.R.B. WITH MIN. FLASHING ALLOWING A MINIMUM OF 2" TO LAY = r DOOR THRESHOLD DOOR THRESHOLD 6" HORIZONTAL AND INTO THE ROUGH O J a VERTICAL LAPS N 0 OPENING i W Q 00 W SEALANT FOR INSTALLATION SHEET TITLE DOOR PAN � OF DOOR 0 KNUCKLE SILL PAN NSTALL JAMB TARGET INTERIOR FLOOR �� FLASHING ALLOWING A SLAB WITH 3/4" CURB AT THRESHOLD MINIMUM OF 2" TO LAY Q AND SLOPED ON THE EXTERIOR INTO THE ROUGH DECK OPENING WRB SILL SKIRT / A Q Z FL O ON I.L 4 THRESHOLD AT DECK 3 THRESHOLD AT PT SLAB P-101 SCALE,NTS WP-101 SCALE NTS A/ ♦/+ W (1 DOOR INSTALLATION �, DOOR INSTALLATION a.io s<a� Nis Nis F- O PRINCIPAL IN CHARGE STEVEN K. DEPEW PROJECT TEAM DEPEW, 1 REVIEWED STEVEN K. DEPEW DRAWN STEVEN K. DEPEW 3/8 DOOR No dimensions should be scaled from drawings and all dimensions and vaILK should be checked and verified agail E field conditions. If any dimensions aApr 0 0 found to be incorrect or invalid, then it i the responsibility of the user to informEti� MFE Architect, and to obtain the correct DEPAR dimensions prior to acting upon anything 0 contained in these drawings. Contractor to verify all dimensions, conditions, etc. pertaining to the Work on site before proceeding with the Work. Copyright 2015 DEPEW, INC. All rights reserved. REVISION DATE 3 PERMIT 09/10/22 1. CUT OFF THE HEAD FLASHING DOWN LEG AND DRIP EDGE AT 3/8" ON EACH END. 2. USING A BREAK BEND THE KICKOUT LEG UP TO CREATE A 3/8" END DAM. DOOR INSTALLATION a.io sFLE N,s. 3. TRIM THE END DAM OUTER CORNER. GENERAL NOTE: THE HEAD FLASHING SHALL BE MIN. 2" MIN. BACK LEG, 1-1/2" WITH A 5' SLOPE AND A 1-1/4" HEMMED DRIP LEG. HEADER FLASHING P-m so,�. N.�s. PROJECT NUMBER SHEET NUMBER XXX WP - 110 2023 DMONDS T SERVICES MENT DES M:IEPEW 24" (TYP) 24 (TYP) DEPEW, Inc. 1834 SW 152nd St. TARGET B u ri e n WA 98166 INSTALL W.R.B. NAILOR , FLASHING AT THE LOCATIO OF THE HANGER ALLOWING RIGID PERIMETER THERMAL BREAK FOR A MINIMUM OF 8" RIGID PERIMETER INSULATION EXTENDING PAST THE EDGE TYPICAL SLAB -ON -GRADE OF THE HANGER BASE. CONCRETE SLAB PER STRUCTURAL steve@depewinc.com 10 MIL POLYETHYLENE V.B. TYPICAL EXTERIOR WALL COMPACTED SUBGRADE ASSEMBLY WRB STAMP METAL FLASHING FIRST FLOOR .. A. b . b e.R 6" \ ' ' '' ' THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE I%\\ .'. LAP �j/\\ '. DOCUMENT THAT IN MY PROFESSIONAL JUDGEMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF \\�j\\�\\ .'" �\ '.. i RCW 64.55.005 THROUGH 64.55.090. STEVEN K. DEPEW, PE \\j/' bi' j • b .• �o..� a .te +:y (ENSAURE STANIDARD fi' LAPS OF i\\/j PRIMARY W.R.B.) 3 INSIDE CORNER 1 BASE OF WALL AT WALKWAY � N WP-30 SCALE NTS WP-30 SCALE:Nrs W Q W elf Q 0 U 13 W V ) 0-j (0p ZW� CO U) LL N O V 3. INSTALLING PRIMARY NAILOR RIGID PERIMETER THERMAL BREAK OT J a N 0 WRB W.R.B. (ENSURE STANDARD 6" LAPS OF PRIMARY RIGID PERIMETER INSULATION i W Q co W W.R.B.) TYPICAL SLAB -ON -GRADE CONCRETE SLAB PER STRUCTURAL 10 MIL POLYETHYLENE V.B. TYPICAL EXTERIOR WALL SHEET TITLE COMPACTED SUBGRADE ASSEMBLY WRB COPING METAL METAL FLASHING FIRST FLOOR U. e j 6"min. � \\// �� „..: LAPS \// • . " ! .. �. '. ♦^ V W J H J Q Q 4 LEDGES WITH COPING METAL 2 BASE OF WALL AT FLAT WP-30 SCALE NTS WP-30 SCALE NTS PRINCIPAL IN CHARGE WALL MOUNTED PLATES STEVEN K. DEPEW WP-30 SCALE NTS PROJECT TEAM DEPEW, REVIEWED STEVEN K. DEPEW DRAWN STEVEN K. DEPEW No dimensions should be scaled from drawings and all dimensions and Val should be checked and verified agail E field conditions. If any dimensions ark 0 r found to be incorrect or invalid, then PIP the responsibility of the user to inforr0Etg� ME Architect, and to obtain the correct DEPAR dimensions prior to acting upon anything contained in these drawings. Contractor to verify all dimensions, conditions, etc. pertaining to the Work on site before proceeding with the Work. Copyright 2015 DEPEW, INC. All rights reserved. REVISION DATE PERMIT 10-26-2021 PROJECT NUMBER SHEET NUMBER XXX WP - 300 2023 DMONDS T SERVICES MENT M:IEPEW DEPEW, Inc. NAILOR RIGID PERIMETER THERMAL BREAK RIGID PERIMETER INSULATION 1834 SW 152nd St. TYPICAL SLAB —ON —GRADE CONCRETE SLAB PER STRUCTURAL B u ri e n WA 98166 10 MIL POLYETHYLENE V.B. COMPACTED SUBGRADE TYPICAL EXTERIOR WALL ASSEMBLY FIRST FLOOR — —FIRST FLOOR steve@depewinc.com STAMP * SLOPE NK • ;: / DOWNSPOUT t�To \\ \\ \\ \\ \\ \\ b'... \ TIGHTLINES XX 0. A \\/j . ,. e: .. t• y:y FILTER FABRIC 4" DIAM PERFORATED /6z 6, FOOTING DRAIN DRAINAGE GRAVEL THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENT THAT IN MY PROFESSIONAL JUDGEMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. STEVEN K. DEPEW, PE FOUNDATION EXT. WALL SECTION AT HEATED SPACE W/ 2x4 WP-40 SCALE NTS VJ � N W o W 0 O U� =aLU �v) C�J (0p Z W M Z cn LL W N O Oja =Wa 06Lu SHEET TITLE V Z M V) O z O a. Z F � a O LL PRINCIPAL IN CHARGE STEVEN K. DEPEW PROJECT TEAM DEPEW, REVIEWED STEVEN K. DEPEW DRAWN STEVEN K. DEPEW No dimensions should be scaled from drawings and all dimensions and Val should be checked and verified agail E field conditions. If any dimensions ark 0 r found to be incorrect or invalid, then PIP the responsibility of the user to inforr0Etg� ME Architect, and to obtain the correct DEPAR dimensions prior to acting upon anything contained in these drawings. Contractor to verify all dimensions, conditions, etc. pertaining to the Work on site before proceeding with the Work. Copyright 2015 DEPEW, INC. All rights reserved. REVISION DATE PERMIT 09/10/22 PROJECT NUMBER SHEET NUMBER XXX WP - 400 2023 DMONDS T SERVICES MENT M:IEPEW DEPEW, Inc. 1834 SW 152nd St. Burien, WA 98166 PLUMBING BOOT METAL FLASHING ROOFING FELT SHINGLING UNDER steve@depewinc.com THE UPPER COURSE AND OVER THE TOP EDGE OF PLUMBING BOOTS STAMP ROOFING FELT CONTINUOUS OVER THE TOP EDGE OF THE + N x Fp ROOF 0 A ' THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENT THAT IN MY PROFESSIONAL JUDGEMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. STEVEN K. DEPEW, PE SHINGLE STARTER DRIP EDGE METAL COURSE TARGET WRB INSTALLED PRIOR TO ROOF FRAMING (. 2 PLUMBING BOOTS STEP 4 ROOF COMP SHINGLE j STEP 1 ROOF COMP SHINGLE w C) P-50 SCALE: NTS WP-50 SCALE NTS WP-5o SCALE NTS W 00 W 0� 0� 0 H U o w �- C/) C�J� (0p ROOFING FELT TRIMMED TO Z W M Z s ROOFTOP EDGE THE OUTER EDGE OF TRIM U) LL CV Q wP-5o SCALE NTS BOARD D V Q Ln = LU Q 06 0 VENT SHEET TITLE ROOFING FELT SHINGLING UNDER THE UPPER COURSE AND OVER THE TOP EDGE OF VENTS 0 Z U. 0 O INSTALL SHINGLES WITH ROOFING FELT CONTINUOUS STEP FLASHING AND FROM ROOF UP WALL A MINIMUM LU LL KICKOUT FLASHING OF 8" (TYP 2) Q 0 PRINCIPAL IN CHARGE STEVEN K. DEPEW VENTS STEP 5 ROOF COMP SHINGLE STEP 2 ROOF COMP SHINGLE P-5o SCALE NTS wP-5o SCALE NTS wP 5o PROJECT TEAM DEPEW, REVIEWED STEVEN K. DEPEW DRAWN STEVEN K. DEPEW No dimensions should be scaled from drawings and all dimensions and Val should be checked and verified agail E field conditions. If any dimensions ar& r 0 found to be incorrect or invalid, then PI OF E the responsibility of the user to informEtg� ME Architect, and to obtain the correct DEPAR dimensions prior to acting upon anything contained in these drawings. Contractor to verify all dimensions, conditions, etc. pertaining to the Work on site before proceeding with the Work. Copyright 2015 DEPEW, INC. All rights reserved. REVISION DATE PERMIT 09/10/22 EDGE METAL STEP 3 - ROOF COMP SHINGLE SCALE NTS PROJECT NUMBER SHEET NUMBER XXX W P - 500 2023 DMONDS T SERVICES MENT 408.1.2.2 COMMISSIONING ROLES & RESPONSIBILITIES ROLE COMMUNICATIONS AND RESPONSIBILITIES THE COMMISSIONING PROCESS WILL BE LED BY A CERTIFIED COMMISSIONING PROFESSIONAL (CCP). TBD* CERTIFIED COMMISSIONING LEAD, PLAN, COORDINATE, AND MANAGE THE COMMISSIONING PROCESS PROFESSIONAL (CCP) DEVELOP FUNCTIONAL TEST FORMS WITNESS FUNCTIONAL TESTING PERFORMED BY CONTRACTORS ASSESS TEST RESULTS AND RECOMMEND ACCEPTANCE TO OWNER OWNER RECEIVE ALL COMMISSIONING COMMUNICATIONS DETERMINE RESOLUTION TO COMMISSIONING ISSUES, AS NEEDED RECEIVE COPIES OF ALL COMMISSIONING COMMUNICATIONS ARCHITECT COORDINATE SUBMITTAL REVIEW PROCESS TO INCLUDE COMMENTS FROM CCP ASSIST WITH RESOLUTION OF COMMISSIONING ISSUES, AS NEEDED RECEIVE ALL COMMISSIONING COMMUNICATIONS GENERAL CONTRACTOR DISTRIBUTE DOCUMENTS TO TO TRADE CONTRACTORS, AS NEEDED SCHEDULE CONTRACTORS TO ATTEND COMMISSIONING MEETINGS COORDINATE WITH TRADE CONTRACTORS FOR FUNCTIONAL TESTING DIVISION 22, 23, AND 26 FOLLOW COMMISSIONING REQUIREMENTS IN THESE CONTRACT DOCUMENTS, INCLUDING PRIMARY RESPONSIBILITY FOR CONTRACTORS EQUIPMENT START-UP, PERFORMING FUNCTIONAL TESTING, AND CORRECTION OF DEFICIENCIES. DIVISION 22, 23, AND 26 RECEIVE COPIES OF ALL COMMISSIONING COMMUNICATIONS ENGINEERS AT THE END OF CONSTRUCTION: UPDATE BASIS OF DESIGN TO REFLECT AS -BUILT CONDITION ASSIST WITH RESOLUTION OF COMMISSIONING ISSUES, AS NEEDED *ENERGY CODE REQUIRES THAT THE CCP BE "AN INDIVIDUAL WHO IS CERTIFIED BY AN ANSI/ISO/IEC/ 17024-2012 ACCREDITED ORGANIZATION TO LEAD, PLAN, COORDINATE, AND MANAGE COMMISSIONING TEAMS AND IMPLEMENT THE COMMISSIONING PROCESS." PER SECTION C408.1.2.1, AN "IN-HOUSE COMMISSIONING DISCLOSURE AND CONFLICT MANAGEMENT PLAN" IS REQUIRED WHEN THE CCP IS CONTRACTED THROUGH THE ENGINEER, ARCHITECT, OR CONTRACTOR. COMMISSIONING REPORTS INCLUDING DESIGN REVIEW MEMOS, SUBMITTAL REVIEWS, SITE VISIT REPORTS, AND OTHER COMMISSIONING ISSUES ARE PUBLISHED DIRECTLY TO THE PROJECT TEAM, INCLUDING THE OWNER. THEREFORE, THE CERTIFIED COMMISSIONING PROFESSIONAL IS FREE TO IDENTIFY ANY ISSUES DISCOVERED AND REPORT DIRECTLY TO THE OWNER. 408.1.2 COMMISSIONING (Cx) PLAN THE TABLE BELOW INCLUDES THE COMMISSIONING ACTIVITIES REQUIRED BY ENERGY CODE. THESE ACTIVITIES WILL OCCUR THROUGHOUT CONSTRUCTION AND EXTEND THROUGH FINAL CLOSEOUT DOCUMENTS. THE CONTRACTOR'S COMMISSIONING RESPONSIBILITIES FOR THIS PROJECT ARE LISTED IN THE TABLE BELOW. COMMISSIONING ACTIVITES DIVISION 22 DIVISION 23 DIVISION 26 NOTES PLUMBING MECHANICAL ELECTRICAL SUBMITTAL REVIEW TBD TBD TBD COMMISSIONING PROCESS TO BE DETERMINED BY CCP ROUGH -IN SITE VISITS TBD TBD TBD COMMISSIONING PROCESS TO BE DETERMINED BY CCP YES: HEAT PUMP YES: LIGHTING COORDINATE WITH CCP TO ALLOW FOR CCP WITNESS EQUIPMENT START-UP WATER HEATERS, YES: VRF & TAB CONTROLS, WITNESS OF START-UP ACTIVITIES BOOSTER PUMPS ENERGY METERING SUBMITTED TO CCP VIA CONTRACTOR AS START-UP REPORTS YES YES YES COMMUNICATION THAT EQUIPMENT IS READY FOR FUNCTIONAL TESTING WORK PERFORMED BY CONTRACTOR'S TAB TEST AND BALANCE YES YES N/A SPECIALIST. CCP TO REVIEW PRELIMINARY TAB REPORT ALONG WITH START-UP REPORTS FUNCTIONAL TESTS YES YES YES TESTING IS WITNESSED BY CCP. TESTING IS CONDUCTED BY INSTALLER (NOTE 1) OPERATOR TRAINING YES YES YES CCP TO REVIEW AND VERIFY SYSTEM OPERATION TRAINING PER C103.6.4 CCP TO REVIEW AND VERIFY BUILDING CLOSEOUT DOCUMENTS YES YES YES DOCUMENTATION REQUIREMENTS IN C103.6: RECORD DOCUMENTS, 0&M MANUALS, ENERGY CODE COMPLIANCE FORMS. (NOTE 2) DEFERRED TESTING TBD TBD TBD COMMISSIONING PROCESS TO BE DETERMINED BY CCP NOTES 1. CONTRACTORS SHALL PROVIDE THE NECESSARY ASSISTANCE TO THE CERTIFIED COMMISSIONING PROFESSIONAL TO PERFORM COMMISSIONING DUTIES. CONTRACTORS SHALL BE RESPONSIBLE FOR TAKING CORRECTIVE ACTION IF ANY DEFICIENCIES ARE FOUND DURING COMMISSIONING. 2. CONTRACTOR SHALL COORDINATE WITH CCP TO ALLOW THEM TO ATTEND REQUIREMENT OWNER TRAINING. OWNER TRAINING BY CONTRACTORS FOR EACH PIECE OF EQUIPMENT OR SYSTEM SHALL INCLUDE: a. SYSTEM/EQUIPMENT OVERVIEW (WHAT IT IS, WHAT IT DOES, AND WHICH OTHER SYSTEMS OR EQUIPMENT DOES IT INTERFACE WITH) b. REVIEW OF AVAILABLE 0&M MATERIALS. C. REVIEW OF THE RECORD DRAWINGS ON THE SUBMIT SYSTEM/EQUIPMENT d. HANDS-ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES, NORMAL OPERATING MODES, AND ALL EMERGENCY SHUTDOWN AND START-UP PROCEDURES. 408.1.2.5 COMMISSIONED SYSTEMS THE FOLLOWING EQUIPMENT WILL BE INCLUDED IN THE COMMISSIONING PROCESS. ENERGY CODE REQUIRES THAT THE CONSTRUCTION DOCUMENTS INCLUDE A LISTING OF THE SPECIFIC EQUIPMENT, APPLIANCES OR SYSTEMS TO BE TESTED. TAG I EQUIPMENT NAME APARTMENT COMMISSIONING APT ERVS APARTMENT ENERGY RECOVERY VENTILATORS AND CONTROLS APT HEATERS APARTMENT BEDROOM HEATERS AND CONTROLS DIVISION 22: PLUMBING COMMISSIONING WH WATER HEATERS AND CONTROLS HWCP HOT WATER CIRCULATING PUMPS AND CONTROLS DIVISION 23: MECHANICAL COMMISSIONING ERVS ENERGY RECOVERY VENTILATORS AND CONTROLS FCU/HP SPLIT SYSTEM HEAT PUMPS (SINGLE ZONE, MULTI -ZONE, VRF/V) AND CONTROLS SF, EF FANS WITH CONTROLS TAB TEST AND BALANCE - VERIFY THAT TAB OCCURS PER CONSTRUCTION DOCUMENTS & ENERGY CODE REQUIREMENTS. THE COMMISSIONING TEAM DOES NOT PERFORM TAB DIVISION 26: ELECTRICAL COMMISSIONING LCPS LIGHTING CONTROL SYSTEMS FOR INTERIOR DAYLIGHTING AND/OR OCCUPANCY SENSING OS & VS OCCUPANCY & VACANCY SENSORS IN GARAGE, STAIRWELLS, AND COMMON AREAS RECEPTACLES RECEPTACLES CONTROLLED BY OCCUPANCY SENSORS LTG/FAN INTERLOCK LIGHT SWITCHES THAT CONTROL LIGHTS + FANS EH, BB, FAN HT ELECTRIC HEATERS, INDOORS AND CONTROLS EXT LIGHTING EXTERIOR LIGHTING CONTROLS (E.G. TIMECLOCK) ENERGY TRACKING AND ENERGY GENERATION ENERGY METERS END USE METERS, DATABASE, AND DATA ACQUISITION SYSTEM PER C409 RESIDENTIAL ENERGY CODE NOTES 1. THE FOLLOWING NOTES ONLY APPLY TO THE RESIDENTIAL PORTIONS OF THE PROJECT. BUILDINGS B,C & D AND LEVELS 2 & 3 OF BIULDING A 2. SEE MECHANICAL AND PLUMBING SCHEDULES FOR EQUIPMENT TYPE, CAPACITY AND EFFICIENCY. 3. PROVIDE THERMOSTAT CONTROLS CAPABLE OF A FIVE (5) DEGREE DEADBAND BETWEEN HEATING AND COOLING FOR HEAT PUMP SYSTEMS.. 4. PROVIDE AUTOMATIC SETBACK CONTROLS WITH NIGHT SETBACK AND SEVEN (7) DIFFERENT DAY TYPES. 5. PROVIDE DAMPERS FOR OUTSIDE AIR INTAKES AND EXHAUST FANS WHICH CLOSE AUTOMATICALLY WHEN THE SYSTEM IS OFF, EXCEPT FOR THOSE SYSTEMS WHICH OPERATE CONTINUOUSLY.. 6. PROVIDE A MEANS OF BALANCING EVERY AIR SUPPLY OUTLET AND AIR OR WATER TERMINAL DEVICE. 7. SIMULTANEOUS HEATING AND COOLING IN A ZONE IS NOT PERMITTED. 8. SEAL TRANSVERSE SEAMS OF ALL DUCTWORK. 9. SEALING TO CONTROL BUILDING ENVELOPE AIR LEAKAGE AND AIR TIGHTNESS TESTING IS REQUIRED PER 2018 WSEC SECTION R402.4, OPTIONAL CREDITS PURSUED THROUGH SECTION R406. 10. DUCTWORK AND PLENUMS SHALL BE THERMALLY INSULATED, SEALED AND TESTED IN ACCORDANCE WITH 2O18 WSEC SECTION R403.3. 11. ALL PIPING SHALL BE THERMALLY INSULATED TO MEET SPECIFICATIONS SET IN PIPE INSULATION TABLE ON SHEET P0.01 PLUMBING SCHEDULE AND GENERAL NOTES. 12. WATER HEATING EQUIPMENT AND STORAGE TANKS SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION R403.5.5 OF THE 2018 WSEC. 13. A MINIMUM OF 90% OF INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICACY PER SECTION R404.1 OF THE 2018 WSEC. 14. MINIMUM FAN PERFORMANCE SHALL MEET THE REQUIREMENTS OF TABLE R403.6.1 15. PROVIDE MICROPROCESSOR -BASED THERMOSTAT FOR HEAT PUMP CONTROLS. COMMERCIAL ENERGY CODE NOTES 1. THE FOLLOWING NOTES ONLY APPLY TO THE COMMERCIAL PORTIONS OF THE PROJECT; BUILDING A - LEVEL 1. 2. SEE MECHANICAL AND PLUMBING SCHEDULES FOR EQUIPMENT TYPE, CAPACITY AND EFFICIENCY. 3. PROVIDE THERMOSTAT CONTROLS CAPABLE OF A FIVE (5) DEGREE DEADBAND BETWEEN HEATING AND COOLING FOR HEAT PUMP SYSTEMS.. 4. PROVIDE AUTOMATIC SETBACK CONTROLS WITH NIGHT SETBACK AND SEVEN (7) DIFFERENT DAY TYPES. 5. PROVIDE DAMPERS FOR OUTSIDE AIR INTAKES AND EXHAUST FANS WHICH CLOSE AUTOMATICALLY WHEN THE SYSTEM IS OFF, EXCEPT FOR THOSE SYSTEMS WHICH OPERATE CONTINUOUSLY.. 6. PROVIDE A MEANS OF BALANCING EVERY AIR SUPPLY OUTLET AND AIR OR WATER TERMINAL DEVICE. 7. SIMULTANEOUS HEATING AND COOLING IN A ZONE IS NOT PERMITTED. 8. SEAL TRANSVERSE SEAMS OF ALL DUCTWORK. 9. SEALING TO CONTROL BUILDING ENVELOPE AIR LEAKAGE AND AIR TIGHTNESS TESTING IS REQUIRED PER 2018 WSEC SECTION C402.5.1 THROUGH C402.5.8, OPTIONAL CREDITS PURSUED THROUGH SECTION C406. 10. DUCTWORK AND PLENUMS SHALL BE THERMALLY INSULATED, SEALED AND TESTED IN ACCORDANCE WITH 2O18 WSEC SECTION C403.10.1 THROUGH 403.10.3.1. 11. ALL PIPING SHALL BE THERMALLY INSULATED TO MEET SPECIFICATIONS SET IN PIPE INSULATION TABLE ON SHEET P0.01 PLUMBING SCHEDULE AND GENERAL NOTES. 12. ALL ELECTRIC MOTORS GREATER THAN 1.0 HP SHALL MEET THE EFFICIENCY REQUIREMENTS OF 2018 WSEC SECTIONS C405.8(1) THROUGH C405.8(4). 13. WATER HEATING EQUIPMENT AND STORAGE TANKS SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION C404.2 OF THE 2018 WSEC. 14. PROVIDE MICROPROCESSOR -BASED THERMOSTAT FOR HEAT PUMP CONTROLS. GENERAL NOTES 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITION OF THE WASHINGTON STATE ENERGY CODE (IECC), INTERNATIONAL MECHANICAL CODE (IMC), INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL FIRE CODE (IFC), AND OTHER APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTUCTION AND HANGINGS SHALL COMPLY WITH THE LATEST IMC AND WITH CURRENT SMACNA STANDARDS. 4. JOINTS OF DUCT SYSTEM SHALL BE SEALED WITH DUCT MASTIC. 5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS TO MEET THE REQUIREMENTS OF CURRENT CODES AND SPECIFICATIONS. 6. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXEED 6 FT IN LENGTH UNLESS NOTED OTHERWISE. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH THE CURRENT IBC. 8. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOOR SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 9. HVAC EQUIPMENT, VALVES, AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS, UNLESS SHOWN ON ARCHITECTURAL DRAWINGS. REQUIRED ACCESS PANELS SHALL BE PROVIDED BY THE HVAC CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF EXPOSED DUCTWORK AND GRILLES. 11. ALL DUCT DIMENSIONS INDICATE FREE AREA. SOUND LINING AND EXTERIOR INSULATION ARE LABELED AS SUCH. C406 ADDITIONAL EFFICIENCY PACKAGE OPTIONS THIS PROJECT WILL COMPLY WITH C406 ADDITIONAL EFFICIENCY CREDITS REQUIREMENTS (6 TOTAL CREDITS) VIA THE PACKAGES LISTED BELOW. THESE PACKAGES SHALL BE IMPLEMENTED THROUGHOUT ALL COMMERCIAL SPACE TYPES FOR THIS PROJECT. • C406.2 - MORE EFFICIENT HVAC PERFORMANCE; 3 CREDITS • C406.3.1 - REDUCED LIGHTING POWER, OPTION 1 (REFER TO ELECTRICAL PLANS FOR MORE INFO); 2 CREDITS • C406.4 - ENHANCED LIGHTING CONTROLS (REFER TO ELECTRICAL PLANS FOR MORE INFO); 1 CREDIT R406 ADDITIONAL EFFICIENCY PACKAGE OPTIONS THIS PROJECT WILL COMPLY WITH R406 ADDITIONAL EFFICIENCY CREDITS REQUIREMENTS (4.5 TOTAL CREDITS) VIA THE OPTIONS LISTED BELOW. THESE OPTIONS SHALL BE IMPLEMENTED THROUGHOUT ALL RESIDENTIAL SPACE TYPES FOR THIS PROJECT. • HEATING OPTION 3 - ELECTRIC RESISTANCE HEAT ONLY - FURNACE OR ZONAL (-1 CREDITS) • ENERGY OPTION 1.1 - EFFICIENT BUILDING ENVELOP (0.5 CREDITS) • ENERGY OPTION 2.3 -AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION (2 CREDITS) • ENERGY OPTION 5.6 - EFFICIENT WATER HEATING (3 CREDITS) HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W A V♦ O �z � Z Q zO Lu C' J LLI Z W Lu w V Q = O �Cy') a c.0 N mc � 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: ENERGY CODE DOCUMENTATION - NOTES SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: ECO,01 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Multifamily (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) so as to achieve the following minimum number of credits: • Multifamily R2 Dwelling Unit: Y., , reacts Before selecting your credits on this Summary table, review the details in Table 406.3 (Multifamily), on page 3. Summaryable R406.2 and 406.3 Credits - select ONE heating option User Notes Heating Options Fuel Normalization Descriptions 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 ❑ 3 Electric resistance heat only - furnace or zonal -1.0 0 Electric resistance heatin onl 4 DHP with zonal electric resistance per option 3.4 na ❑ 5 All other heating systems -0.5 1 ❑ Energy Options p Credits - select ONE Energy Credit Option Descriptions energy option from each category Efficient Building Envelope 0.5 Efficient Building Envelope 1.0 ❑ 1.1 Vertical Fenstration U = 0.24 1.2 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 1.5 ❑ 1.6 Efficient Building Envelope 2.0 ❑ 1.7 Efficient Building Envelope El 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.3 Air Leakage Control and Efficient Ventilation 2.0 El 0.25 Cfm/ft^2 max @ 50 Pa 2.4 Air Leakage Control and Efficient Ventilation 2.5 ❑ 3. la High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.0 ❑ 3.4 High Efficiency HVAC 2.0 ❑ 3.61 High Efficiency HVAC 3.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 2.0 ❑ 5.5 Efficient Water Heating 2.5 ❑ 5.6 Efficient Water Heating L1 3.0 1HPWH Provided 6.1e Renewable Electric Energy (3 credits max) 1.0 7.1 Appliance Package 1.5 ❑ Total Credits 4.5 Calculate Total Clear Form a. An alternative neating source sizea at a maximum OT U.5 w/sT (equivalent) oT neatea door area or 5uu w, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See Table R406.2 for full requirements and complete option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 and 2 of this worksheet for submission to your building official. Prescriptive Path - Multifamily 2018 Washington State Energy Code-R 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Multifamilv (effective February 1.20211 Version 1.1 These requirements apply to Group R-2 buildings three stories or less in height above grade plane. Other Group R-2 buildings must comply with the commercial energy code. Project Information Contact Information Housing Hope ELC Field Apartments - Building A IShawn Cram, PE, Ecoto a Inc. Levels 2 & 3 3-Story Lowrise MF Building Direct: 206 322-5968 Instructions: This multifamily project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. y s9neE M Slunti Orem Authorized Representative Shanti OramreECN=Sn®o°ce Omo-c-.ou=o«gnew Date 09/23/2022 2022.09.231$:SS:SZ-0T W All Climate Zones (Table R402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling a 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall `•h 10/15/21 int+TB 0.042 Slab d,f R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on b the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R- 5 thermal break between floor slab and basement wall. R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. d For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends e over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of [CC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. lFor Building Officials Only 2 Prescriptive Path - Multifamily 2018 Washington State Energy Code-R CODE COMPLIANCE DOCUMENTS SHOWN ON THIS SHEET ONLY APPLY TO THE RESIDENTIAL PORTIONS OF THIS BUILDING. (BUILDINGS B, C, D & BUILDING A -LEVELS 20) AW\ HOUSING HOPE we keep hope alive DESIGNS 1 L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 w ww. designs nw. cont ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9a 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O Z Z Q ZO l� Lu C' J LL1 Z W Lu Cn � w V Q U) = OCy') J a c.0 N mc L u0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # = Date IDescription 2 01/04/2023 PERMIT RESUBM. HFZSUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IK9J►11RLINI fi ENERGY CODE DOCUMENTATION - BUILDING A LEVELS2&3 SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: ECO,02 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all Rl Administered by: ©2022 NEEA, All rights reserved Project & Applicant Information Project Title Housing Hope ELC Field Apartments Building A Level 1 - 2018 WSEC For Building Department Use: Date: Sep 28, 2022 Project Address 8215 236th St SW Edmonds, WA 98026 Applicant Name Shawn Oram Applicant Phone 206-322-3753 Applicant Email shawn@ecotope.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Multifamily/Residential, Mixed Use Building Cond. Floor Area 4,153 General Project Types New Building New Bilding �.rAddliti.. Mechanical Sco a P Single Zone Systems &Equipment Multiple Zone Systems &Equipment Alteration Mechanical Scope Project Cond. Floor Area 4,153 Floors Above Grade 1 Compliance Method Compliance Method 1 - General Mechanical Project Description Level 1 of a 3 story "wood walkup" apartment containing Type B occupancy offices, supportive services, and small assembly rooms. Project Economizer DOAS Ventilation Higher Equipment Equipment Efficiency Type Mechanical Scope Exception(s) Provided? Efficiency Option Applied? Compliance Applied? Verification Mechanical Compliance New Single Zone Systems & Scope and Method Building Equipment No Yes Yes COMPLIES New Multiple Zone Systems & No Yes Yes COMPLIES Building Equipment Additional Efficiency Higher equipment efficiency and fan FEG Credits Included (AEC) Does building include occupancy classifications requiring Yes Does project include DOAS equipment? Yes DOAS? Based on project scope do TSPR requirements apply? No Do all systems comply with Appendix D standard reference design or qualify for an exception to No TSPR? Scope & Space Conditioning NEW BUILDING - SINGLE ZONE SYSTEMS & EQUIPMENT Compliance Verification COMPLIES Scope & Space Conditioning NEW BUILDING - MULTIPLE ZONE SYSTEMS & EQUIPMENT Compliance Verification COMPLIES 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all Rl Administered by: 02022 NEEA, All rights reserved Project & Applicant Information Project Title Housing Hope ELC Field Apartments Building A Level 1 - 2018 WSEC For Building Department Use: Date: Sep 28, 2022 Project Address 8215 236th St SW Edmonds, WA 98026 Applicant Name Shawn Oram Applicant Phone 206-322-3753 Applicant Email Shawn@ecotope.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Multifamily/Residential, Mixed Use Building Cond. Floor Area 4,153 Project Scope New Building Space Conditioning Categories Fully Conditioned Project Cond. Floor Area 4,153 Floors Above Grade 1 Compliance Method Compliance Method 1 - General Envelope Project Description Level 1 of a 3 story "wood walkup" apartment containing Type B occupancy offices, supportive services, and small assembly rooms. Envelope Compliance Scope Scope Space Conditioning Category Compliance Method W Wg/Sgg per Category UA Calculation Adjustment Fenestration Alternates Compliance Verification and Method New Building Fully Conditioned Prescriptive 20.20% / 0% None selected No alternates selected COMPLIES Air Barrier Testing I Air barrier testing included in project scope I Air Barrier Comments Project Title Housing Hope ELC Field Apartments Building A Level 1 - 2018 WSEC Date Sep 28, 2022 Scope & Space Conditioning NEW BUILDING - FULLY CONDITIONED Compliance Verification COMPLIES Window -to -wall Ratio 20.20% 1 Skylight -to -roof -ratio 1 II° 1, vertical Fenestration Alternate No alternates selected Opaque Envelope Assemblies Insulation R-Values Walls Location in Documents Assembly ID Assembly Location Cavity Continuous (% penetration) Insulated Wall Furring U-Factor Net Area (SF) Wood -framed and other - Commercial A4.0 Wall Assembly 1 I 1 Exterior R-21 R-19.00 (> 0.08% - 0.12%) 2,232 Which insulation code target does wall comply with?: R-21 Cavity + Intermediate Framing U-Factor Source: U-Factor Source Description: Wall Framing Type (Standard, Inter., Advanced): Intermediate Framing Depth:2x6 Framing Spacing: Is this assembly exterior or interior?: Exterior Slab -on -grace Floors Location in Documents Assembly ID Assembly Location Slab Edge Under Slab F-Factor Perimeter Length (SF) Unheated slab A4.00 Floor Assembly 2 1 Floor Assembly 2 At grade level R-10 R-10 234 Slab Insulation Method: 2 ft vertical (from top of slab downward) F-Factor Source: F-Factor Source Description: Fenestration & Opaque Door Assemblies Insulation R-Values Vertical Fenestration Location in Documents Assembly ID Assembly Location Orientation Shading (PF) Fenestration SHGC Fenestration U-Factor Rough Opening (SF) Operable - Class AW or site built A7.2 Window Type A - DD Exterior South/East/West Facing I PF < 0.2 SHGC-0.38 U-0.4 469 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Operable - Class AW or site built A7.2 Window Type A - DD Exterior North Facing PF < 0.2 SHGC-0.51 U-0.4 96 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior CODE COMPLIANCE DOCUMENTS SHOWN ON THIS SHEET ONLY APPLY TO THE COMMERCIAL PORTIONS OF THIS BUILDING. (BUILDING A -LEVEL 1) AW\ HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. cont ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 O 1 PH: (206) 322-3753 FAX: (206) 325-7270 05 W am Cn O WZ Z Q 0 l� W C' J LLJ Z llllllllllllllllllllll■ W llllllllllllllllllllll■ (� W W V Q O J a M C\I mc � t.C') CV 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IK11I►11a►1b i ENERGY CODE DOCUMENTATION - BUILDING A LEVEL 1 SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: ECO,03 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Multifamily (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) so as to achieve the following minimum number of credits: • Multifamily R2 Dwelling Unit: 4.5 credits Before selecting your credits on this Summary table, review the details in Table 406.3 (Multifamily), on page 3. Summary able R406.2 and 406.3 Credits - select ONE heating option User Notes Heating Options Fuel Normalization Descriptions 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 ❑ 3 Electric resistance heat only - furnace or zonal -1.0 0 Electric resistance heatin onl 4 DHP with zonal electric resistance per option 3.4 na ❑ 5 All other heating systems -0.5 ❑ Energy Options p Energy Credit Option Descriptions Efficient Building Envelope Efficient Building Envelope Credits - select ONE energy option from each category 1.1 0.5 0 Pertical Fenstration U = 0.24 1.2 1.0 1.0 1.5 ❑ ❑ ❑ 1.4 Efficient Building Envelope 1.5 Efficient Building Envelope 1.6 Efficient Building Envelope 2.0 ❑ 1.7 Efficient Building Envelope El 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.3 Air Leakage Control and Efficient Ventilation 2.0 El 0.25 cfm/ft^2 max @ 50 Pa 2.4 Air Leakage Control and Efficient Ventilation 2.5 ❑ 3. la High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.0 ❑ 3.4 High Efficiency HVAC 2.0 ❑ 3.61 High Efficiency HVAC 3.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 2.0 ❑ 5.5 Efficient Water Heating 2.5 ❑ 5.6 Efficient Water Heating 3.0 JHIPWH Provided 6.1e Renewable Electric Energy (3 credits max) 1.0 7.1 Appliance Package 1.5 ❑ Total Credits 4.5 Calculate Total Clear Form a. An alternative neating source sized at a maximum of u.5 w/ST (equivalent) Ot heated door area or 5UU W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See Table R406.2 for full requirements and complete option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Prescriptive Path - Multifamily 2018 Washington State Energy Code-R r 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Multifamilv (effective February 1, 2021) Version 1.1 These requirements apply to Group R-2 buildings three stories or less in height above grade plane. Other Group R-2 buildings must comply with the commercial energy code. Project Information Contact Information Housing Hope ELC Field Apartments - Building B Shawn Oram, PE, Ecoto a Inc. 3-Story Lowrise MF Building Direct: 206 322-5968 Instructions: This multifamily project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. D4-Y lig-M Snan60Nm Englneen�g, CN=Sh.n40rem Authorized Representative Shanti Oram ON:C=US.E=.ha @ewbcewn.0•-.oU•OeLgnantl Date 09/23/2022 CaY. 2023.03.2316074B0T All Climate Zones (Table R402.1.1) R-Valuea U-Factora Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling a 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall `h 10/15/21 int+TB 0.042 Slab d,f R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R- 5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends e over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of [CC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. For Building Officials Only Prescriptive Path - Multifamily 2018 Washington State Energy Code-R CODE COMPLIANCE DOCUMENTS SHOWN ON THIS SHEET ONLY APPLY TO THE RESIDENTIAL PORTIONS OF THIS BUILDING. (BUILDINGS B, C, D & BUILDING A -LEVELS 20) AW\ HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. cont ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �MMWZ Z Q ZO w C' J LLI U) Z W (n LU Cl) LL w V Q U) = OCy') J a c.0 N mc 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # = Date IDescription 2 01/04/2023 PERMIT RESUBM. HFZSUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IKlJ►11a►11.'fi ENERGY CODE DOCUMENTATION - BUILDING B SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: ECO,04 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Multifamily (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) so as to achieve the following minimum number of credits: • Multifamily R2 Dwelling Unit: 4.5 credit! Before selecting your credits on this Summary table, review the details in Table 406.3 (Multifamily), on page 3. Summa able Heating Options Fuel Normalization Descriptions R406.2 and 406.3 Credits - select ONE heating option User Notes 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 ❑ 3 Electric resistance heat only - furnace or zonal -1.0 0 Electric resistance heatin onl 4 DHP with zonal electric resistance per option 3.4 na ❑ 5 All other heating systems -0.5 ❑ Energy Options p Credits - select ONE Energy Credit Option Descriptions energy option from each category Efficient Building Envelope 0.5 Vertical Fenstration U = 0.24 Efficient Building Envelope 1.0 ❑ Efficient Building Envelope 1.0 ❑ Efficient Building Envelope 1.5 ❑ 1.1 1.2 1.4 1.5 1.6 Efficient Building Envelope 2.0 ❑ 1.7 Efficient Building Envelope El 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.3 Air Leakage Control and Efficient Ventilation 2.0 El 10.25 cfm/ft^2 max @ 50 Pa 2.4 1 Air Leakage Control and Efficient Ventilation 2.5 ❑ 3. la High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.0 ❑ 3.4 High Efficiency HVAC 2.0 ❑ 3.61 High Efficiency HVAC 3.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 2.0 ❑ 5.5 Efficient Water Heating 2.5 ❑ 5.6 Efficient Water Heating 3.0 0 HPWH Provided 6.1e Renewable Electric Energy (3 credits max) 1.0 0 7.1 Appliance Package 1.5 ❑ Total Credits 4.5 Calculate Total Clear Form a. An alternative nearing source sizea at a maximum OT U.5 W/sT tequivalent) oT neatecl tloor area or SUU W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See Table R406.2 for full requirements and complete option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 and 2 of this worksheet for submission to your building official. Prescriptive Path - Multifamily 2018 Washington State Energy Code-R 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Multifamilv (effective February 1. 2021) Version 1.1 These requirements apply to Group R-2 buildings three stories or less in height above grade plane. Other Group R-2 buildings must comply with the commercial energy code. Project Information Contact Information Housing Hope ELC Field Apartments - Building C Shawn Oram, PE, Ecoto a Inc. 3-Story Lowrise MF Building Direct: (206) 322-5968 Instructions: This multifamily project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. y.pn.a xr sne�u on,m Authorized Representative Shanti Oram '°sE�"°"`�"°E�"°`°°°`'s°a°" Date 09/23/2022 E �q. 2s aen80rem P022.092318:8931-0TW All Climate Zones (Table R402.1.1) R-Valuea U-Factora Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling a 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall `,h 10/15/21 int+TB 0.042 Slab d,f R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R- 5 thermal break between floor slab and basement wall. R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. d For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends e over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78%ofthe wall cavity insulated and headers insulated with a minimum of R-10 insulation. IFor Building Officials Only 2 Prescriptive Path - Multifamily 2018 Washington State Energy Code-R CODE COMPLIANCE DOCUMENTS SHOWN ON THIS SHEET ONLY APPLY TO THE RESIDENTIAL PORTIONS OF THIS BUILDING. (BUILDINGS B, C, D & BUILDING A -LEVELS 20) AW\ HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9a 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 05 W am Cn O �Z (n Z Q O w C' J LLJ U) Z W � F- LU Cl) LL w - V a U) = - O J a c.0 Cy') N mc L 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # = Date IDescription 2 01/04/2023 PERMIT RESUBM. HFZSUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IKlJ►11a►11.'fi ENERGY CODE DOCUMENTATION - BUILDING C SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: ECO,05 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Multifamily (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) so as to achieve the following minimum number of credits: • Multifamily R2 Dwelling Unit: 4.5 credits Before selecting your credits on this Summary table, review the details in Table 406.3 (Multifamily), on page 3. Sum ma able Heating Options Fuel Normalization Descriptions R406.2 and 406.3) Credits - select ONE heating option User Notes 0.0 ❑ 1.0 ❑ 1 2 Combustion heating minimum NAECAb Heat pump` 3 Electric resistance heat only - furnace or zonal -1.0 El lElectric resistance heating ON ❑ ❑ ONE from each 4 DHP with zonal electric resistance per option 3.4 na 5 All other heating systems Energy Credit Option Descriptions -0.5 Credits - select energy option category Energy Options p 1.1 Efficient Building Envelope 0.5 vertical Fenstration U = 0.24 1.2 Efficient Building Envelope 1.0 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 1.5 El Efficient Building Envelope 2.0 ❑ 1.7 Efficient Building Envelope El 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.3 Air Leakage Control and Efficient Ventilation 2.0 0 .25 cfm/ft12 max 50 Pa 2.4 Air Leakage Control and Efficient Ventilation 2.5 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.0 ❑ 3.4 High Efficiency HVAC 2.0 ❑ 3.61 High Efficiency HVAC 3.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 2.0 ❑ 5.5 Efficient Water Heating 2.5 ❑ 5.6 Efficient Water Heating LJ 3.0 0 HPWH Provided 6. le Renewable Electric Energy (3 credits max) 1.0 ❑ 7.1 Appliance Package 1.5 ❑ Total Credits 4.5 Calculate Total Clear Form a. An alternative heating source sized at a maximum of U.5 W/st (equivalent) Ot heated tloor area or 5OU W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See Table R406.2 for full requirements and complete option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 and 2 of this worksheet for submission to your building official. Prescriptive Path - Multifamily 2018 Washington State Energy Code-R 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Multifamilv (effective February 1. 2021) Version 1.1 These requirements apply to Group R-2 buildings three stories or less in height above grade plane. Other Group R-2 buildings must comply with the commercial energy code. Project Information Contact Information Housing Hope ELC Field Apartments - Building D Shawn Oram, PE, Ecoto a Inc. 3-Story Lowrise MF Building Direct: 206 322-5968 Instructions: This multifamily project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. ogmiy ero^atl uy menu on,m Authorized Representative En:C=US,E•anew®emope.an,0•Eaape.OU•0esgnentl Date 09/23/2022 p anti ram ,�ee�.e"s�eeuo�m oer: zon.w.za ia:io:zs-oroa All Climate Zones (Table R402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling a 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall `,h 10/15/21 int +TB 0.042 Slab d,f R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R- 5 thermal break between floor slab and basement wall. R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. d For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends e over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78%ofthe wall cavity insulated and headers insulated with a minimum of R-10 insulation. IFor Building Officials Only 2 Prescriptive Path - Multifamily 2018 Washington State Energy Code-R CODE COMPLIANCE DOCUMENTS SHOWN ON THIS SHEET ONLY APPLY TO THE RESIDENTIAL PORTIONS OF THIS BUILDING. (BUILDINGS B, C, D & BUILDING A -LEVELS 20) AW\ HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. cont ECOTOPE 1 9 1 7 1 ST AVE, #300 SEATTLE WA 9a 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 05 W am Cn O �Z U) Z Q ZO w C' J LL1 U) Z WU) Lu Cl) LL w - V a U) = OCy') J a c.0 N L u0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # = Date IDescription 2 01/04/2023 PERMIT RESUBM. HFZSUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IKlJ►11a►11.'fi ENERGY CODE DOCUMENTATION - BUILDING D SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: ECO,06 COMMON AREA VENTILATION REQUIREMENTS ROOM ASHRAE PROPOSED ROOM # A100 ROOM NAME CORRIDOR AREA (SF) # PEOPLE USE 580 0 Corridors Ra SUPPLY Rp (CFM) 0 34.8 EXHAUST (CFM) 0 SUPPLY (CFM) RETURN (CFM) 175 0.06 100 A101 COMMUNITY 520 30 Multi -Purpose Assembly 0.06 5 181.2 0 200 150 A102 PROPERTY OFFICE 170 2 Office 0.06 5 20.2 0 25 0 A103 PROPERTY OFFICE 170 2 Office 0.06 5 20.2 0 25 0 A104 SECURE FILE 100 2 Office 0.06 5 16 0 25 0 A105 A106 COPY/WORK SERVICES OFFICE 100 2 Office Office 0.06 5 16 0 25 0 165 2 0.06 5 19.9 0 25 0 A107 SERVICES OFFICE 165 2 Office 0.06 5 19.9 0 25 0 A108 CONSULTATION 120 2 Office 0.06 5 17.2 0 25 0 A109 TOILET 53 0 Restroom 0 0 0 75 0 75 A110 STORAGE 53 0 Storage Multi -Purpose Assembly Office 0 0 0 25 0 25 A111 MULTIPURPOSE 700 48 0.6 5 660 0 675 575 A112 SERVICES OFFICE 166 2 0.06 5 19.96 0 25 0 A113 TOILET 53 0 Restroom 0 0 0 75 0 75 A114 STORAGE 59 0 Storage 0 0 0 25 0 25 RESIDENTIAL UNIT VENTILATION REQUIREMENTS ROOM OA CFM OA CFM ROOM NUMBER AREA # BDRS REQUIREMENT SUPPLLIED [SF] 1 [CFM] 30 [CFM] B103, B104, B203, B204, B303, B304, D101 0 - 1,500 SEE PLANS A202, A203, A204, A301, A302, A303, A304, 13101, B102, B201, B202, B301, B302, B304, C101, C102, C103, C104, C201, C202, C203, C204, C301, C302, C303, D101, D102, 500-1,000 2 35 SEE PLANS D103, D104, D105, D106, D201, D202, D203, D204, D205, D206, D301, D302, D303, D304, D305 501-1000 SEE PLANS A201, A205, A301, A305, B101, B201, B301, C104, C204, 3 40 C304, D106, D206, D306 RESIDENTIAL UNIT HEAT LOAD CALCULATION UNIT NUMBERS) AREA DESIGN HEATING LOAD, TOTAL HEATER CAPACITY PROVIDED OVERSIZE RATIO (MIN DHL/PROVIDED) DHL (VENTILATION + INFILTRATION + CONDUCTION) ROOM NAME [FTA2] 1W] (VV] (%] RES UNIT - A201 RES UNIT - A202 914 1,683 983 2,100 1,400 125% 142% 689 RES UNIT - A203 689 983 1,400 142% RES UNIT - A204 689 983 1,400 142% RES UNIT -A205 898 1,521 2,100 138% RES UNIT - A301 911 2,016 2,100 104% RES UNIT - A302 689 1,219 1,400 115% RES UNIT -A303 689 1,219 1,400 115% RES UNIT -A304 689 1,219 1,400 115% RES UNIT -A305 898 1,828 2,100 115% RES UNIT - B101 901 2,312 2,460 106% RES UNIT- B102 689 1,219 1,400 115% RES UNIT - 13103 478 857 980 114% RES UNIT- B104 432 1,170 11260 108% RES UNIT- B201 914 1,696 2,100 124% RES UNIT- B202 689 981 1,400 143% RES UNIT - B203 560 796 980 123% RES UNIT- B204 576 1,154 1,260 109% RES UNIT - B301 912 2,034 2,100 103% RES UNIT- B302 689 1,217 1,400 115% RES UNIT- B303 560 988 1,120 113% RES UNIT- B304 576 1,352 1,540 114% RES UNIT - C101 734 1,832 1,920 105% RES UNIT - C102 689 1,282 1,400 109% RES UNIT - C103 689 1,282 1,400 109% RES UNIT - C104 901 1,836 2,100 114% RES UNIT - C201 734 1,274 1,400 110% RES UNIT - C202 689 983 1,400 142% RES UNIT - C203 689 983 1,400 142% RES UNIT - C204 901 1,503 2,100 140% RES UNIT - C301 734 1,525 1,540 101% RES UNIT - C302 689 1,219 1,400 115% RES UNIT - C303 689 1,219 1,400 115% RES UNIT - C304 901 1,812 2,100 116% RES UNIT- D101 485 1,244 1,260 101% RES UNIT- D102 689 1,286 1,400 109% RES UNIT - D103 689 1,286 1,400 109% RES UNIT- D104 689 1,286 1,400 109% RES UNIT- D105 678 1,246 1,400 112% RES UNIT - D106 911 2,200 2,460 112% RES UNIT- D201 733 1,373 1,400 102% RES UNIT- D202 689 983 1,400 142% RES UNIT - D203 689 983 1,400 142% RES UNIT- D204 689 983 1,400 142% RES UNIT- D205 678 959 1,400 146% RES UNIT- D206 924 1,731 2,100 121% RES UNIT- D301 735 1,626 1,920 118% RES UNIT- D302 RES UNIT - D303 688 1,218 1,400 1,400 115% 115% 689 1,219 RES UNIT- D304 689 1,219 1,400 115% RES UNIT- D305 678 1,192 1,400 117% RES UNIT- D306 924 2,048 2,100 103% HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. cont ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �z 07 Z Q zO W C' J Liu Z W `_ W Cl) LL W V Q U) O J a c� M N L N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT lwmtuao�ral ENERGY CODE DOCUMENTATION SCALE: 12" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: ECO,07 GENERAL NOTES 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITION OF THE WASHINGTON STATE ENERGY CODE (IECC), INTERNATIONAL MECHANICAL CODE (IMC), INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL FIRE CODE (IFC), AND OTHER APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTUCTION AND HANGINGS SHALL COMPLY WITH THE LATEST IMC AND WITH CURRENT SMACNA STANDARDS. 4. JOINTS OF DUCT SYSTEM SHALL BE SEALED WITH DUCT MASTIC 5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS TO MEET THE REQUIREMENTS OF CURRENT CODES AND SPECIFICATIONS. 6. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXEED 6 FT IN LENGTH UNLESS NOTED OTHERWISE. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH THE CURRENT IBC. 8. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOOR SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 9. HVAC EQUIPMENT, VALVES, AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS, UNLESS SHOWN ON ARCHITECTURAL DRAWINGS. REQUIRED ACCESS PANELS SHALL BE PROVIDED BY THE HVAC CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF EXPOSED DUCTWORK AND GRILLES. 11. ALL DUCT DIMENSIONS INDICATE FREE AREA. SOUND LINING AND EXTERIOR INSULATION ARE LABELED AS SUCH. MECHANICAL LEGEND SYMBOL DESCRIPTION A101 1 SECTION/ELEVATION VIEW 1 DETAIL VIEW A101 IHP-1 EQUIPMENT TAG OSHEET NOTE TAG 22 REVISION TAG 1 SIZE DIFFUSER/GRILLE TAG FLOW 8"x10„ RECTANGULAR FREE AREA DUCT DIMENSIONS (8" WIDTH x 10" DEPTH) ROUND DUCT FREE AREA DIMENSIONS (6" DIAMETER) FLEX DUCT AIR DIRECTION e SUPPLY DUCT IN/OUT OF PAGE O EXHAUST/RETURN DUCT IN/OUT OF PAGE THERMOSTAT t02 CO2 SENSOR U DESCRIPTION D ENVELOPE PENETRATION ® PUMP SUPPLY/EXHAUST FAN O PRESSURE GAUGE O TEMPERATURE GAUGE TURNING VANES MECHANICAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR ARCH ARCHITECT BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM BTUH BRITISH THERMAL UNITS PER HOUR CD CONDENSATE CLG COOLING CTE CONNECT TO EXISTING CW COLD WATER CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY DCVA DOUBLE CHECK VALVE ASSEMBLY DDC DIRECT DIGITAL CONTROL DHW DOMESTIC HOT WATER DIA DIAMETER DIN DOWN E EXISTING ELEV ELEVATION EWT ENTERING WATER TEMPERATURE FC FAN COIL FCO FLOOR CLEANOUT FLR FLOOR FP FIRE PROTECTION GC GENERAL CONTRACTOR GEO GEOTHERMAL GPM GALLONS PER MINUTE GWB GYPSUM WALLBOARD HTG HEATING HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY INV INVERT LAV LAVATORY MECH MECHANICAL NFA NET FREE AREA CHIP OUTDOOR HEATPUMP POC POINT OF CONNECTION PLUM PLUMBING PSI POUNDS PER SQUARE INCH REF REFER/REFERENCE RF RELIEF FAN RPBP REDUCED PRESSURE BACKFLOW PREVENTER TYP TYPICAL UV UNIT VENTILATORS VTR VENT THRU ROOF WC WATER CLOSET WCO WALL CLEAN OUT WHF WHOLE HOUSE FAN MECHANICAL SHEET LIST Sheet Number Sheet Name M0.01 MECHANICAL GENERAL NOTES M0.02 MECHANICAL SCHEDULE M0.03 MECHANICAL CALCULATIONS M0.04 MECHANICAL CALCULATIONS M0.05 MECHANICAL CALCULATIONS M0.06 MECHANICAL CALCULATIONS M0.07 MECHANICAL CALCULATIONS M0.08 MECHANICAL CALCULATIONS M1.10 MECHANICAL SITE PLAN M2.11 MECHANICAL - FLOOR PLAN - LEVEL 1 - BUILDING A & B M2.12 MECHANICAL - FLOOR PLAN - LEVEL 1 - BUILDING C & D M2.21 MECHANICAL - FLOOR PLAN - LEVEL 2 - BUILDING A & B M2.22 MECHANICAL - FLOOR PLAN - LEVEL 2 - BUILDING C & D M2.31 MECHANICAL - FLOOR PLAN - LEVEL 3 - BUILDING A & B M2.32 MECHANICAL - FLOOR PLAN - LEVEL 3 - BUILDING C & D M2.41 MECHANICAL - ROOF PLAN - BUILDING A & B M2.42 MECHANICAL - ROOF PLAN - BUILDING C & D M5.01 MECHANICAL TYPICAL UNIT PLANS - 1 BD M5.02 MECHANICAL TYPICAL UNIT PLANS - 1 BD M5.03 MECHANICAL TYPICAL UNIT PLANS - 1 BD.ADA M5.04 MECHANICAL TYPICAL UNIT PLANS - 2 BD M5.05 MECHANICAL TYPICAL UNIT PLANS - 2 BD M5.06 MECHANICAL TYPICAL UNIT PLANS - 3 BD M5.07 MECHANICAL TYPICAL UNIT PLANS - 3 BD M5.08 MECHANICAL TYPICAL UNIT PLANS - 3BD.ADA M5.09 MECHANICAL ENGLARGED PLAN - BUILDING A M8.01 MECHANICAL DETAILS A M8.02 MECHANICAL DETAILS B HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 05 W am Cn O �z U) Z Q zO w C' J Liu Z LLI U) w w V Q U) O �a Cy') N L 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description 1 Z/04/2023 /19/22 BID SET 2 P Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Inmtuao■■a1 MECHANICAL GENERAL NOTES SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: mono MECH - INDOOR HEAT PUMPS TAG MANUFACTURER MODEL UNIT TYPE OUTDOOR UNIT COOLING CAPACITY HEATING CAPACITY DIMENSIONS WEIGHT ELECTRICAL NOTES HEIGHT WIDTH DEPTH VOLTS/PHASE MCA IHP-A1-A MITSUBISHI MSZ-GL24NA WALL MOUNTED OHP-Al 12,000 Btu/h 14,400 Btu/h 0'- 11 5/8" 0'- 9 1/8" 3'- 7 5/16" 26 Ib 208VAC/ 1 PH 1 PROVIDE WITH GOB12 CONDENSATE PUMP. CONDENSATE DRAIN PIPING PER PLUMBING IHP-A1-B MITSUBISHI MSZ-GL24NA WALL MOUNTED OHP-Al 12,000 Btu/h 14,400 Btu/h 0'- 11 5/8" 0'- 9 1/8" 3'- 7 5/16" 26 Ib 208VAC/ 1 PH 1 PROVIDE WITH GOB12 CONDENSATE PUMP. CONDENSATE DRAIN PIPING PER PLUMBING IHP-A2 MITSUBISHI SEZ-KD12NA DUCTED OHP-Al 11,500 Btu/h 13,600 Btu/h 0'- 7 7/8" 3'- 3" 2' - 3 9/16" 50 Ib 208VAC/ 1 PH 1.0 CONDENSATE DRAIN PIPING PER PLUMBING IHP-A3-A MITSUBISHI MSZ-GL24NA WALL MOUNTED OHP-Al 12,000 Btu/h 14,400 Btu/h 0'- 11 5/8" 0'- 9 1/8" 3'- 7 5/16" 26 Ib 208VAC/ 1 PH 1 PROVIDE WITH GOB12 CONDENSATE PUMP. CONDENSATE DRAIN PIPING PER PLUMBING IHP-A3-B MITSUBISHI MSZ-GL24NA WALL MOUNTED OHP-Al 12,000 Btu/h 14,400 Btu/h 0'- 11 5/8" 0'- 9 1/8" 3'- 7 5/16" 26 Ib 208VAC/ 1 PH 1 PROVIDE WITH GOB12 CONDENSATE PUMP. CONDENSATE DRAIN PIPING PER PLUMBING IHP-A4 MITSUBISHI SLZ-KF09NA CEILING CASSETTE OHP-Al 9,000 Btu/h 11,000 Btu/h 0'- 9 7/16" 1'- 10 7/16" 1'- 10 7/16" 31 Ib 208VAC/ 1 PH 0.25 CONDENSATE DRAIN PIPING PER PLUMBING IHP-A5 MITSUBISHI SEZ-KD09NA DUCTED OHP-Al 8,100 Btu/h 10,900 Btu/h 0'- 7 7/8" 2' - 9 1/16" 2' - 3 9/16" 42 Ib 208VAC/ 1 PH 1.0 CONDENSATE DRAIN PIPING PER PLUMBING IHP-IDF-A MITSUBISHI PKA-Al2LA WALL MOUNTED OHP-ELEC 12,000 Btu/h 0 Btu/h 0'- 11 25/32" 0'- 9 11/32" 2' - 11 3/8" 32 Ib 208VAC/ 1 PH 1 PROVIDE WITH GOB12 CONDENSATE PUMP AND PROGRAMMABLE THERMOSTAT. CONDENSATE DRAIN PIPING PER PLUMBING. MECH - OUTDOOR HEAT PUMPS TAG LOCATION/SERVICE MANUFACTURER MODEL COOLING CAPACITY HEATING CAPACITY HSPF SEER DIMENSIONS SOUND (DbA) WEIGHT ELECTRICAL NOTES WIDTH DEPTH HEIGHT VOLTS/PHASE MCA OHP-Al BLDG A - LEVEL 1 MITSUBISHI MXZ-SM60NAM 60,000 Btu/h 66,000 Btu/h 11.3 18.9 3'- 5 11/32" 1' - 1" 4' - 4 11/16" 59 302 Ib 208V/1 PH 46 MOUNT OUTSIDE PER ARCH. UNIT TO MEET WSEC ADDITIONAL MECHANICAL EFFICIENCY OPTION. OHP-ELEC ELEC (A124) MITSUBISHI PUY-Al2NKA7 12,000 Btu/h 0 Btu/h - 21.0 2' - 7 13/16" 0' - 11 13/16" 2' - 0 13/16" 44 103 Ib 208V/1 PH 11 MOUNT OUTSIDE PER ARCH. UNIT TO MEET WSEC ADDITIONAL MECHANICAL EFFICIENCY OPTION. MECH - ENERGY RECOVERY VENTILATORS TAG MANUFACTURER MODEL FLOW RECOVERY EFFICIENCY ESP (IN WG) V/PH DIMENSIONS WEIGHT NOTES SENSIBLE ENTHALPY HEIGHT WIDTH LENGTH ERV-Al GREENHECK MINICORE-5-VG-FM 200 CFM 77.2% 80.8% 0.50 in-wg 208V/1 PH 1'- 4 5/16" 3'- 3 13/32" 3'- 11 5/16" 215 Ib UNIT OPERATION TO BE INTERLOCKED WITH CO2 SENSOR PER SEQUENCE OF OPERATION. UNIT TO MEET WSEC ADDITIONAL MECHANICAL EFFICIENCY OPTION. ERV-A2 GREENHECK MINICORE-5-VG-FM 300 CFM 74.1 % 77.7% 0.50 in-wg 208V/1 PH 1'- 4 5/16" 3'- 3 13/32" 3'- 11 5/16" 215 Ib UNIT OPERATION TO BE INTERLOCKED WITH CO2 SENSOR PER SEQUENCE OF OPERATION. UNIT TO MEET WSEC ADDITIONAL MECHANICAL EFFICIENCY OPTION. ERV-A3 GREENHECK MINICORE-5-VG-FM 300 CFM 74.1 % 77.7% 0.50 in-wg 208V/1 PH 1'- 4 5/16" 3'- 3 13/32" 3'- 11 5/16" 215 Ib UNIT TO RUN PER SCHEDULE (ADJ). UNIT TO MEET WSEC ADDITIONAL MECHANICAL EFFICIENCY OPTION. ERV-RES PANASONIC FV-110VE2 85 CFM 75% 74% 0.40 in-wg 120VAC/1 PH 0'- 8 7/8" 1' - 11" 2' - 11 3/4" 57 Ib MERV 8 FILTERS. PROVIDE TIMED BOOST CONTROLLER IN PRIMARY BATHROOM. REFERENCE RESIDENTIAL UNIT VENTILATION REQUIREMENTS ON M0.03 FOR CFM. MECH - ELECTRIC HEATERS TAG MANUFACTURER MODEL CAPACITY (w) VOLTS/PHASE NOTES EH -FIRE KING PAW1215 500 120VAC/1 PH PROVIDED BY MC. SET TO RUN AT 40F EH-LND KING KVC1209 840 120VAC/1 PH PROVIDED BY MC EH-MECH KING PAW1215 500 120VAC/1 PH PROVIDED BY MC. SET TO RUN AT 40F EH-MNT KING KVC1212 935 120VAC/1 PH PROVIDED BY MC EH-RES1A KING KVC1206 560 120VAC/1 PH PROVIDED BY MC. LIVING ROOM HEATER. REFERENCE RESIDENTIAL HEAT LOAD CALCULATIONS ON M0.03 EH-RES1 B KING KVC1207 700 120VAC/1 PH PROVIDED BY MC. LIVING ROOM HEATER. REFERENCE RESIDENTIAL HEAT LOAD CALCULATIONS ON M0.03 EH-RES1C KING KVC1209 840 120VAC/1PH PROVIDED BY MC. LIVING ROOM HEATER. REFERENCE RESIDENTIAL HEAT LOAD CALCULATIONS ON M0.03 EH-RES2A KING KVC1204 420 120VAC/1 PH PROVIDED BY MC. BEDROOM HEATER. REFERENCE RESIDENTIAL HEAT LOAD CALCULATIONS ON M0.03 EH-RES2B KING KVC1206 560 120VAC/1 PH PROVIDED BY MC. BEDROOM HEATER. REFERENCE RESIDENTIAL HEAT LOAD CALCULATIONS ON M0.03 EH-RES2C KING KVC1207 700 120VAC/1 PH I PROVIDED BY MC. BEDROOM HEATER. REFERENCE RESIDENTIAL HEAT LOAD CALCULATIONS ON M0.03 MECH-FANS TAG MANUFACTURER MODEL FLOW STATIC PRESSURE MOTOR HP BHP VOLTS/PHASE WEIGHT NOTES EF-IDF-B GREENHECK SP-Al90 150 CFM 0.3 in-wg FHP - 115VAC/1 PH 17 Ib UNIT TO RUN CONTINUOUSLY. EF-IDF-C GREENHECK SP-Al90 150 CFM 0.3 in-wg FHP - 115VAC/1 PH 17 Ib UNIT TO RUN CONTINUOUSLY. EF-IDF-D GREENHECK SP-Al90 150 CFM 0.3 in-wg FHP - 115VAC/1 PH 17 Ib UNIT TO RUN CONTINUOUSLY. EF-LAUND PANASONIC FV-0511VKS2 50 CFM 0.1 in-wg FHP - 120VAC/1PH 12 Ib CONTROL FAN VIA HUMIDISTAT. PROVIDE WITH GRAVITY DAMPER. EF-MNT GREENHECK SP-A390 200 CFM 0.1 in-wg 1 1/16 1 0.07 1 115VAC/1PH 30 Ib PROVIDE W/ MANUAL WALL SWITCH AND 30-MIN TIMER MECH - CEILING FANS TAG MANUFACTURER MODEL OPERATING VOLTAGE WEIGHT I NOTES CF-1 BIG ASS FANS HAIKU - 60" 100-240VAC/1 PH 20 Ib I MATERIAL / FINISH PER ARCHITECT MECH - FIRE/SMOKE DAMPERS TAG MANUFACTURER MODEL TYPE LINK NOTES FSD-CORR RUSKIN FSD36GA DYNAMIC, 1.5 HR EFL, 165F ACTUATOR AND BALANCING DAMPER ACCESSIBLE FROM GRILLE. PROVIDE FACTORY SLEEVE AS REQUIRED. PROVIDE FINISHED OPENING 1/2" LARGER THAN CONNECTED DUCT FSD-A1-S RUSKIN FSD36GA DYNAMIC, 1.5 HR EFL, 165F ACTUATOR AND BALANCING DAMPER ACCESSIBLE FROM LOUVER. PROVIDE FACTORY SLEEVE AS REQUIRED. PROVIDE FINISHED OPENING 1/2" LARGER THAN CONNECTED DUCT FSD-A1-E RUSKIN FSD36GA DYNAMIC, 1.5 HR EFL, 165F ACTUATOR AND BALANCING DAMPER ACCESSIBLE FROM LOUVER. PROVIDE FACTORY SLEEVE AS REQUIRED. PROVIDE FINISHED OPENING 1/2" LARGER THAN CONNECTED DUCT FSD-A2&A3-E RUSKIN FSD36GA DYNAMIC, 1.5 HR EFL, 165F ACTUATOR AND BALANCING DAMPER ACCESSIBLE FROM LOUVER. PROVIDE FACTORY SLEEVE AS REQUIRED. PROVIDE FINISHED OPENING 1/2" LARGER THAN CONNECTED DUCT FSD-A2&A3-S RUSKIN FSD36GA DYNAMIC, 1.5 HR EFL, 165F ACTUATOR AND BALANCING DAMPER ACCESSIBLE FROM LOUVER. PROVIDE FACTORY SLEEVE AS REQUIRED. PROVIDE FINISHED OPENING 1/2" LARGER THAN CONNECTED DUCT MECH - BRANCH CIRCUIT CONTROLLERS TAG MANUFACTUR ER MODEL SERVICE V/PH MCA WEIGHT NOTES BCC -Al -A MITSUBISHI PAC-MKA52BC BUILDING A LEVEL 1 208VAC/ 1 PH 0.05 23.40 Ibf BCC-Al-B MITSUBISHI PAC-MKA32BC BUILDING A LEVEL 1 208VAC/ 1 PH 0.05 21.80 Ibf MECH - DIFFUSERS, LOUVERS, GRILLES TAG MANUFACTURER MODEL TYPE FINISH NOTES R1 TITUS 50F EGGCRATE RETURN GRILLE COORD W/ ARCH R2 TITUS 350RL RETURN GRILLE COORD W/ ARCH R3 TITUS 50F EGGCRATE RETURN GRILLE COORD W/ ARCH R4 TITUS 50F EGGCRATE RETURN GRILLE COORD W/ ARCH S1 TITUS 30ORL DOUBLE DEFLECTION SUPPLY GRILLE COORD W/ ARCH S2 TITUS 30ORL DOUBLE DEFLECTION SUPPLY GRILLE COORD W/ ARCH S4 TITUS 30ORL DOUBLE DEFLECTION SUPPLY GRILLE COORD W/ ARCH S5 TITUS 30ORL DOUBLE DEFLECTION SUPPLY GRILLE COORD W/ ARCH S6 TITUS 30ORL DOUBLE DEFLECTION SUPPLY GRILLE COORD W/ ARCH MECH - DAMPERS TAG MANUFACTURER MODEL VOLTS/PHASE NOTES BD-LAUND RUSKIN CBD4 N/A BAROMETRIC DAMPER SET TO OPEN AT -0.05" WG (ADJ) FOR MAKEUP AIR PATHWAY TO DRYERS. MD-Al-E RUSKIN CD40 120VAC/1 PH INTERLOCK DAMPER WITH ERV-Al MD-Al-S RUSKIN CD40 120VAC/1PH INTERLOCK DAMPER WITH ERV-Al MD-A2-E RUSKIN CD40 120VAC/1PH INTERLOCK DAMPER WITH ERV-A2 MD-A2-S RUSKIN CD40 120VAC/1PH INTERLOCK DAMPER WITH ERV-A2 MD-A3-E RUSKIN CD40 120VAC/1PH INTERLOCK DAMPER WITH ERV-A3 MD-A3-S RUSKIN CD40 120VAC/1PH INTERLOCK DAMPER WITH ERV-A3 MD-LAUND RUSKIN CD40 120VAC/1PH INTERLOCK DAMPER WITH EF-MAINT MD-MAINT RUSKIN CD40 120VAC/1PH INTERLOCK DAMPER WITH EF-LAUND HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 w ww. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 05 W am Cn Z Q zO Lu C' J LL1 Z LV (� Lu m Lu V Q c� Cy') N mc L N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 PIRP Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1n.ut■.akimm MECHANICAL SCHEDULE SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: MOmO2 COMMON AREA VENTILATION REQUIREMENTS ROOM ASHRAE PROPOSED ROOM # ROOM NAME AREA (SF) # PEOPLE USE Ra Rp SUPPLY (CFM) EXHAUST (CFM) SUPPLY (CFM) RETURN (CFM) A100 CORRIDOR 580 0 Corridors 0.06 0 34.8 0 100 175 A101 COMMUNITY 520 30 Multi -Purpose Assembly 0.06 5 181.2 0 200 150 A102 PROPERTY OFFICE 170 2 Office 0.06 5 20.2 0 25 0 A103 PROPERTY OFFICE 170 2 Office 0.06 5 20.2 0 25 0 A104 SECURE FILE 100 2 Office 0.06 5 16 0 25 0 A105 COPYMORK 100 2 Office 0.06 5 16 0 25 0 A106 SERVICES OFFICE 165 2 Office 0.06 5 19.9 0 25 0 A107 SERVICES OFFICE 165 2 Office 0.06 5 19.9 0 25 0 A108 CONSULTATION 120 2 Office 0.06 5 17.2 0 25 0 A109 TOILET 53 0 Restroom 0 0 0 75 0 75 A110 STORAGE 53 0 Storage 0 0 0 25 0 25 A111 MULTIPURPOSE 700 48 Multi -Purpose Assembly 0.6 5 660 0 675 575 A112 SERVICES OFFICE 166 2 Office 0.06 5 19.96 0 25 0 A113 TOILET 53 59 0 0 Restroom Storage 0 0 0 75 0 75 A114 STORAGE 0 0 0 25 0 25 RESIDENTIAL UNIT VENTILATION REQUIREMENTS ROOM OA CFM OA CFM ROOM NUMBER AREA # BDRS REQUIREMENT SUPPLLIED [SF] 1 [CFM] [CFM] B103, B104, B203, B204, B303, B304, D101 0 - 1,500 30 SEE PLANS A202, A203, A204, A301, A302, A303, A304, B101, B102, B201, 13202, 13301, 13302, 13304, C101, C102, C103, C104, C201, C202, C203, C204, C301, C302, C303, D101, D102, 500-1,000 2 35 SEE PLANS D103, D104, D105, D106, D201, D202, D203, D204, D205, D206, D301, D302, D303, D304, D305 501-1000 SEE PLANS A201, A205, A301, A305, 13101, B201, B301, C104, C204, 3 40 C304, D106, D206, D306 RESIDENTIAL UNIT HEAT LOAD CALCULATION UNIT NUMBERS) AREA DESIGN HEATING LOAD, TOTAL HEATER CAPACITY PROVIDED OVERSIZE RATIO (MIN DHL/PROVIDED) DHL (VENTILATION + INFILTRATION + CONDUCTION) ROOM NAME [FTA2] [W] (W] (%] RES UNIT -A201 914 1,683 2,100 125% RES UNIT - A202 689 983 1,400 142% RES UNIT - A203 689 983 1,400 142% RES UNIT - A204 689 983 1,400 142% RES UNIT -A205 898 1,521 2,100 138% RES UNIT - A301 911 2,016 2,100 104% RES UNIT -A302 689 1,219 1,400 115% RES UNIT -A303 689 1,219 1,400 115% RES UNIT - A304 689 1,219 1,400 115% RES UNIT -A305 898 1,828 2,100 115% RES UNIT - B101 901 2,312 2,460 106% RES UNIT- B102 689 1,219 1,400 115% RES UNIT - B103 478 857 980 114% RES UNIT- B104 432 1,170 1,260 108% RES UNIT - B201 914 1,696 2,100 124% RES UNIT- B202 689 981 1,400 143% RES UNIT - B203 560 796 980 123% RES UNIT- B204 576 1,154 1,260 109% RES UNIT- B301 912 2,034 2,100 103% RES UNIT- B302 689 1,217 1,400 115% RES UNIT - B303 560 988 1,120 113% RES UNIT- B304 576 1,352 1,540 114% RES UNIT - C101 734 1,832 1,920 105% RES UNIT - C102 689 1,282 1,400 109% RES UNIT - C103 689 1,282 1,400 109% RES UNIT - C104 901 1,836 2,100 114% RES UNIT - C201 734 1,274 1,400 110% RES UNIT - C202 689 983 1,400 142% RES UNIT - C203 689 983 1,400 142% RES UNIT - C204 901 1,503 2,100 140% RES UNIT - C301 734 1,525 1,540 101 % RES UNIT - C302 689 1,219 1,400 115% RES UNIT - C303 689 1,219 1,400 115% RES UNIT - C304 901 1,812 2,100 116% RES UNIT- D101 485 1,244 1,260 101% RES UNIT- D102 689 1,286 1,400 109% RES UNIT- D103 689 1,286 1,400 109% RES UNIT- D104 689 1,286 1,400 109% RES UNIT - D105 678 1,246 1,400 112% RES UNIT - D106 911 2,200 2,460 112% RES UNIT- D201 733 1,373 1,400 102% RES UNIT- D202 689 983 1,400 142% RES UNIT- D203 689 983 1,400 142% RES UNIT- D204 RES UNIT- D205 689 678 983 1,400 1,400 142% 146% 959 RES UNIT- D206 924 1,731 2,100 121% RES UNIT- D301 735 1,626 1,920 118% RES UNIT- D302 688 1,218 1,400 115% RES UNIT- D303 689 1,219 1,400 115% RES UNIT - D304 RES UNIT - D305 689 678 1,219 1,192 2,048 1,400 1,400 2,100 115% 117% 103% RES UNIT- D306 924 HOUSING HOPE we keep hope alive DESIGNS 1 L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 w ww. designs nw. cont ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 0 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn Z Q zO W C' J LLI Z W W W V Q = O J a c.0 M N mc L N ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT lwmtuao�ral MECHANICAL CALCULATIONS SCALE: 12" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: MO,03 Room Checksums By ECOTOPE A102 - PROPERTY OFFICE COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 9 / 15 Mo/Hr: 10 / 15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 75 / 61 / 57 OADB: 66 OADB: 26 SADB 61.2 72.1 Ra Plenum 75.8 66.9 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 66.9 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.8 64.5 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 -14 -14 -1 0 0 Roof Cond 0 -188 15.13 Glass Solar 925 0 925 37 1,014 45 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -3 0 -3 0 -30 -1 Glass/Door Cond -119 -119 9.56 Cooling Heating Wall Cond 253 70 323 13 240 11 Wall Cond -197 -251 20.25 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 150 150 Floor 0 0 0 0.00 0 Floor -295 -295 23.76 Terminal 150 150 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 150 150 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 1,174 57 1,231 50 1,223 54 Sub Total =_> -610 -852 68.70 Nom Vent 9 9 AHU Vent 9 9 Internal Loads Internal Loads Infil 0 0 Lights 464 116 580 23 464 20 Lights 0 0 0.00 MinStop/Rh 0 0 People 383 0 383 15 213 9 People 0 0 0.00 Return 150 150 Misc 348 0 348 14 348 15 Misc 0 0 0.00 Exhaust 9 9 Sub Total =_> 1,195 116 1,311 53 1,025 45 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 42 -42 0 0 30 1 Ceiling Load -59 0 0.00 Leakage Own 0 0 Ventilation Load 0 0 -48 -2 0 0 Ventilation Load 0 -400 32.24 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 10 -0.84 ENGINEERING CKS Exhaust Heat -8 -8 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 5.8 5.8 Duct Heat Pkup 0 0 0 System Plenum Heat 1 -0.10 cfm/ftZ 0.88 0.88 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 724.84 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 820.49 Btu/hr•ftZ 14.63 -7.30 Grand Total =_> 2,412 123 2,486 100.00 2,278 100.00 Grand Total ==> -670 -1,241 100.00 No. People 0.9 5.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR ton MBh MBh cfm °F °F gr/lb °F °F gr/lb Main Clg 0.2 2.5 2.4 150 75.8 62.7 65.4 61.2 57.2 64.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 0.2 2.5 Project Name: ELCFA Dataset Name: ELCFA.TRC A103 - PROPERTY OFFICE AREAS Gross Total Glass ftZ (%) Floor 170 Part 0 Int Door 1 ExFlr 13 Roof 170 0 0 Wall 130 12 9 Ext Door 0 0 0 Room Checksums By ECOTOPE HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of of Main Htg -1.2 150 64.5 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.2 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 3 of 11 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7 / 15 Mo/Hr: 7 / 16 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 80 / 64 / 64 OADB: 79 OADB: 26 SADB 59.2 76.4 Ra Plenum 76.2 66.3 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 76.2 66.3 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.6 62.1 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 41 41 2 0 0 Roof Cond 0 -185 14.02 Glass Solar 300 0 300 17 291 20 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond Wall Cond Partition/Door 17 45 0 0 13 17 58 0 1 3 0 19 55 0 1 4 0 Glass/Door Cond Wall Cond Partition/Door -208 -178 0 -208 -231 0 15.74 17.53 0.00 Cooling Diffuser 84 Heating 84 Floor 0 0 0 0.00 0 Floor -295 -295 22.36 Terminal 84 84 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 84 84 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 362 54 416 24 366 25 Sub Total =_> -680 -918 69.66 Nom Vent 9 9 AHU Vent 9 9 Internal Loads Internal Loads Infil 0 0 Lights 464 116 580 33 464 32 Lights 0 0 0.00 MinStop/Rh 0 0 People 383 0 383 22 213 15 People 0 0 0.00 Return 84 84 Misc 348 0 348 20 348 24 Misc 0 0 0.00 Exhaust 9 9 Sub Total =_> 1,195 116 1,311 75 1,025 70 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 67 -67 0 0 70 5 Ceiling Load -94 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 39 2 0 0 Ventilation Load 0 -400 30.35 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 17 -1.26 ENGINEERING CKS Exhaust Heat -12 -12 -1 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 10.3 10.3 Duct Heat Pkup 0 0 0 System Plenum Heat -17 1.25 cfm/ftZ 0.50 0.50 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 576.57 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 1,163.54 Btu/hr•ftZ 10.31 -7.76 Grand Total =_> 1,623 91 1,753 100.00 1,460 100.00 Grand Total ==> -774 -1,318 100.00 No. People 0.9 5.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR ton MBh MBh cfm °F °F gr/lb of of gr/lb Main Clg 0.2 1.8 1.6 84 76.6 63.0 65.7 59.2 56.1 63.3 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 0.2 1.8 Project Name: ELCFA Dataset Name: ELCFA.TRC AREAS Gross Total Glass ftZ (%) Floor 170 Part 0 Int Door 1 ExFlr 13 Roof 170 0 0 Wall 130 21 16 Ext Door 0 0 0 HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm °F °F Main Htg -1.3 84 62.1 76.4 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.3 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 4 of 11 Room Checksums By ECOTOPE A100 - CORRIDOR COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 9 / 14 Mo/Hr: 10 / 14 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 75 / 61 / 60 OADB: 65 OADB: 26 SADB 55.0 70.7 Ra Plenum 75.9 67.9 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.9 67.9 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.8 65.2 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 4,517 0 4,517 63 4,986 70 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -23 0 -23 0 -145 -2 Glass/Door Cond -553 -553 28.12 Cooling Heating Wall Cond 120 64 185 3 115 2 Wall Cond -103 -158 8.05 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 323 323 Floor 0 0 0 0.00 0 Floor -295 -295 14.98 Terminal 323 323 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 323 323 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 4,614 64 4,679 65 4,957 70 Sub Total =_> -951 -1,007 51.15 Nom Vent 21 21 AHU Vent 21 21 Internal Loads Internal Loads Infil 0 0 Lights 1,584 396 1,980 28 1,584 22 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0 People 0 0 0.00 Return 323 323 Misc 396 0 396 6 396 6 Misc 0 0 0.00 Exhaust 21 21 Sub Total =_> 1,980 396 2,375 33 1,980 28 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 157 -157 0 0 156 2 Ceiling Load -19 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 120 2 0 0 Ventilation Load 0 -964 48.97 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 2 -0.12 ENGINEERING CKS Exhaust Heat -20 -20 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 6.5 6.5 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ftZ 0.56 0.56 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 541.26 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 972.77 Btu/hr•ftZ 12.34 -3.39 Grand Total =_> 6,751 283 7,155 100.00 7,092 100.00 Grand Total ==> -970 -1,968 100.00 No. People 0.0 0.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR ton MBh MBh cfm °F °F gr/lb of of gr/lb Main Clg 0.6 7.2 7.0 323 75.8 59.8 52.3 55.0 51.6 52.3 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 0.6 7.2 Project Name: ELCFA Dataset Name: ELCFA.TRC A101 -COMMUNITY AREAS Gross Total Glass ftZ (%) Floor 580 Part 0 Int Door 1 ExFlr 13 Roof 0 0 0 Wall 130 56 43 Ext Door 0 0 0 Room Checksums By ECOTOPE HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of of Main Htg -2.0 323 65.2 70.7 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -2.0 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 1 of 11 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7 / 11 Mo/Hr: 7 / 11 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 73 / 61 / 62 OADB: 73 OADB: 26 SADB 59.0 72.2 Ra Plenum 75.5 67.4 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.5 67.4 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.4 65.3 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 152 152 1 0 0 Roof Cond 0 -558 7.70 Glass Solar 11,907 0 11,907 62 11,907 71 Glass Solar 0 0 0.00 AIRFLOWS Glass/DoorCond Wall Cond Partition/Door -270 937 0 0 153 -270 1,090 0 -1 6 0 -270 937 0 -2 6 0 Glass/DoorCond Wall Cond Partition/Door -1,977 -1,302 0 -1,977 -1,515 0 27.25 20.89 0.00 Diffuser Cooling 960 Heating 960 Floor 0 0 0 0.00 0 Floor -1,021 -1,021 14.07 Terminal 960 960 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 960 960 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 12,573 305 12,878 67 12,573 75 Sub Total =_> -4,299 -5,071 69.92 Nom Vent 48 48 AHU Vent 48 48 Internal Loads Internal Loads Infil 0 0 Lights 1,365 341 1,707 9 1,365 8 Lights 0 0 0.00 MinStop/Rh 0 0 People 4,500 0 4,500 24 2,500 15 People 0 0 0.00 Return 960 960 Misc 341 0 341 2 341 2 Misc 0 0 0.00 Exhaust 48 48 Sub Total =_> 6,207 341 6,548 34 4,207 25 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 84 -84 0 0 84 1 Ceiling Load -101 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 -264 -1 0 0 Ventilation Load 0 -2,215 30.54 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 34 -0.46 ENGINEERING CKS Exhaust Heat -28 -28 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 5.0 5.0 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ftZ 1.92 1.92 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 602.12 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 313.59 Btu/hr•ftZ 38.27 -14.51 Grand Total =_> 18,864 534 19,133 100.00 16,864 100.00 Grand Total ==> -4,400 -7,253 100.00 No. People 10.0 20.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR ton MBh MBh cfm °F °F gr/lb °F °F gr/lb Main Clg 1.6 19.1 17.3 960 75.4 62.6 65.7 59.0 55.9 62.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 1.6 19.1 Project Name: ELCFA Dataset Name: ELCFA.TRC AREAS Gross Total Glass ftZ (%) Floor 500 Part 0 Int Door 1 ExFlr 45 Roof 500 0 0 Wall 909 200 22 Ext Door 0 0 0 HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of of Main Htg -7.3 960 65.3 72.2 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -7.3 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 2 of 11 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 619.3441 I'A Box 1^_70 10031 SR 532, Sure B Stanwood. WA 98292 wwww.designsnw.com ECOTOPE 1 91 7 1 ST AVE, #300 SEATTLE WA 9a 1 0 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 W c0 CV O 00 am Cn O �Z (n Z Q 0 W C� J Liu Z � IIIIIIIIIIIIIIII� Cn H W W c, a C) 1-- O Jcy-) a CID CV W a L0 CV 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date-7 Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: MECHANICAL CALCULATIONS SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: MO,04 Room Checksums By ECOTOPE A106 - SERVICES OFFICE COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 9 / 15 Mo/Hr: 10 / 15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 75 / 61 / 57 OADB: 66 OADB: 26 SADB 61.2 72.1 Ra Plenum 75.8 66.9 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 66.9 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.8 64.6 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 -13 -13 -1 0 0 Roof Cond 0 -182 14.87 Glass Solar 925 0 925 38 1,014 45 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond Wall Cond Partition/Door -3 253 0 0 70 -3 323 0 0 13 0 -30 240 0 -1 11 0 Glass/Door Cond Wall Cond Partition/Door -119 -197 0 -119 -251 0 9.68 20.51 0.00 Diffuser Cooling 148 Heating 148 Floor 0 0 0 0.00 0 Floor -295 -295 24.06 Terminal 148 148 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 148 148 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 1,174 57 1,231 50 1,223 54 Sub Total =_> -610 -847 69.11 Nom Vent 8 8 AHU Vent 8 8 Internal Loads Internal Loads Infil 0 0 Lights 451 113 563 23 451 20 Lights 0 0 0.00 MinStop/Rh 0 0 People 371 0 371 15 206 9 People 0 0 0.00 Return 148 148 Misc 338 0 338 14 338 15 Misc 0 0 0.00 Exhaust 8 8 Sub Total =_> 1,160 113 1,272 52 995 44 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 41 -41 0 0 29 1 Ceiling Load -58 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 -47 -2 0 0 Ventilation Load 0 -388 31.69 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 10 -0.83 ENGINEERING CKS Exhaust Heat -7 -7 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 5.7 5.7 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.03 cfm/ftZ 0.90 0.90 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 726.90 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 808.22 Btu/hr•ftZ 14.85 -7.43 Grand Total =_> 2,375 121 2,450 100.00 2,247 100.00 Grand Total ==> -668 -1,226 100.00 No. People 0.8 5.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR ton MBh MBh cfm -F -F gr/lb °F °F gr/lb Main Clg 0.2 2.5 2.3 148 75.8 62.7 65.4 61.2 57.2 64.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 0.2 2.5 Project Name: ELCFA Dataset Name: ELCFA.TRC A107 - SERVICES OFFICE AREAS Gross Total Glass ftz (%) Floor 165 Part 0 Int Door 1 ExFlr 13 Roof 165 0 0 Wall 130 12 9 Ext Door 0 0 0 Room Checksums By ECOTOPE HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of -F Main Htg -1.2 148 64.6 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.2 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 7 of 11 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 9 / 15 Mo/Hr: 10 / 15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 75 / 61 / 57 OADB: 66 OADB: 26 SADB 61.2 72.1 Ra Plenum 75.8 66.9 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 66.9 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.8 64.6 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 -13 -13 -1 0 0 Roof Cond 0 -182 14.87 Glass Solar 925 0 925 38 1,014 45 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond Wall Cond Partition/Door -3 253 0 0 70 -3 323 0 0 13 0 -30 240 0 -1 11 0 Glass/Door Cond Wall Cond Partition/Door -119 -197 0 -119 -251 0 9.68 20.51 0.00 Diffuser Cooling 148 Heating 148 Floor 0 0 0 0.00 0 Floor -295 -295 24.06 Terminal 148 148 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 148 148 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 1,174 57 1,231 50 1,223 54 Sub Total =_> -610 -847 69.11 Nom Vent 8 8 AHU Vent Internal Loads Internal Loads 0 0 Lights 451 113 563 23 451 20 Lights 0 0 0.00 MinStop/Rh 0 0 People 371 0 371 15 206 9 People 0 0 0.00 Return 148 148 Misc 338 0 338 14 338 15 Misc 0 0 0.00 Exhaust 8 8 Sub Total =_> 1,160 113 1,272 52 995 44 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 41 -41 0 0 29 1 Ceiling Load -58 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 -47 -2 0 0 Ventilation Load 0 -388 31.69 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 10 -0.83 ENGINEERING CKS Exhaust Heat -7 -7 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 5.7 5.7 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.03 cfm/ftZ 0.90 0.90 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 726.90 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 808.22 Btu/hr•ftZ 14.85 -7.43 Grand Total =_> 2,375 121 2,450 100.00 2,247 100.00 Grand Total ==> -668 -1,226 100.00 No. People 0.8 5.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBNVB/HR ton MBh MBh cfm -F -F gr/lb °F °F gr/lb Main Clg 0.2 2.5 2.3 148 75.8 62.7 65.4 61.2 57.2 64.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 0.2 2.5 Project Name: ELCFA Dataset Name: ELCFA.TRC AREAS Gross Total Glass ftZ (%) Floor 165 Part 0 Int Door 1 ExFlr 13 Roof 165 0 0 Wall 130 12 9 Ext Door 0 0 0 HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of -F Main Htg -1.2 148 64.6 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.2 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 8 of 11 Room Checksums By ECOTOPE A104 - SECURE FILE COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7 / 15 Mo/Hr: 7 / 20 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 80 / 64 / 64 OADB: 71 OADB: 26 SADB 59.9 76.1 Ra Plenum 76.2 66.3 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 76.2 66.3 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.7 61.4 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 24 24 3 0 0 Roof Cond 0 -109 15.99 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 35 8 43 5 49 7 Wall Cond -137 -170 24.99 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 42 42 Floor 0 0 0 0.00 0 Floor -181 -181 26.69 Terminal 42 42 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 42 42 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 35 32 67 8 49 7 Sub Total =_> -319 -460 67.67 Nom Vent 5 5 AHU Vent 5 5 Internal Loads Internal Loads Infil 0 0 Lights 273 68 341 40 273 39 Lights 0 0 0.00 MinStop/Rh 0 0 People 225 0 225 26 125 18 People 0 0 0.00 Return 42 42 Misc 205 0 205 24 205 29 Misc 0 0 0.00 Exhaust 5 5 Sub Total =_> 703 68 771 90 603 86 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 39 -39 0 0 51 7 Ceiling Load -55 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 23 3 0 0 Ventilation Load 0 -235 34.62 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 10 -1.43 ENGINEERING CKS Exhaust Heat -7 -7 -1 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 12.1 12.1 Duct Heat Pkup 0 0 0 System Plenum Heat 6 -0.85 cfm/ftZ 0.42 0.42 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 593.10 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 1,405.16 Btu/hr•ftZ 8.54 -6.80 Grand Total =_> 777 54 854 100.00 702 100.00 Grand Total ==> -374 -680 100.00 No. People 0.5 5.0/1000 ftz COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBNVB/HR ton MBh MBh cfm -F -F gr/lb °F °F gr/lb Main Clg 0.1 0.9 0.8 42 76.7 63.0 65.7 59.9 56.3 63.2 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 0.1 0.9 Project Name: ELCFA Dataset Name: ELCFA.TRC A105 - COPYIWORK AREAS Gross Total Glass ftz (%) Floor 100 Part 0 Int Door 1 ExFlr 8 Roof 100 0 0 Wall 80 0 0 Ext Door 0 0 0 Room Checksums By ECOTOPE HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm -F of Main Htg -0.7 42 61.4 76.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -0.7 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 5 of 11 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7 / 15 Mo/Hr: 7 / 20 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 80 / 64 / 64 OADB: 71 OADB: 26 SADB 59.8 75.3 Ra Plenum 76.2 66.3 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 76.2 66.3 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.7 61.3 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 24 24 3 0 0 Roof Cond 0 -109 17.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 31 7 37 4 43 6 Wall Cond -120 -149 23.26 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 42 42 Floor 0 0 0 0.00 0 Floor -159 -159 24.83 Terminal 42 42 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 42 42 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 31 31 62 7 43 6 Sub Total =_> -279 -416 65.10 Nom Vent 5 5 AHU Vent 5 5 Internal Loads Internal Loads Infil 0 0 Lights 273 68 341 40 273 39 Lights 0 0 0.00 MinStop/Rh 0 0 People 225 0 225 27 125 18 People 0 0 0.00 Return 42 42 Misc 205 0 205 24 205 29 Misc 0 0 0.00 Exhaust 5 5 Sub Total =_> 703 68 771 91 603 87 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 39 -39 0 0 51 7 Ceiling Load -55 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 23 3 0 0 Ventilation Load 0 -235 36.82 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 10 -1.53 ENGINEERING CKS Exhaust Heat -7 -7 -1 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 12.2 12.2 Duct Heat Pkup 0 0 0 System Plenum Heat 3 -0.39 cfm/ftZ 0.42 0.42 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 590.58 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 1,414.00 Btu/hr•ftZ 8.49 -6.39 Grand Total =_> 773 53 849 100.00 696 100.00 Grand Total ==> -334 -639 100.00 No. People 0.5 5.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR ton MBh MBh cfm -F of gr/lb °F °F gr/lb Main Clg 0.1 0.9 0.8 42 76.7 63.0 65.7 59.8 56.3 63.1 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 0.1 0.9 Project Name: ELCFA Dataset Name: ELCFA.TRC AREAS Gross Total Glass ftZ (%) Floor 100 Part 0 Int Door 1 ExFlr 7 Roof 100 0 0 Wall 70 0 0 Ext Door 0 0 0 HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of of Main Htg -0.6 42 61.3 75.3 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -0.6 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 6 of 11 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 11_70 10031 SR 532. Sure B Sl--Iod. WA 98292 www-designs-coin ECOTOPE 1 91 7 1 ST AVE, #300 SEATTLE WA 9a 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 W CD CV O 00 am Cn O �C ') Z O Z 0 LLI C� J LLI M � Z � Cn W W LLI - c, a C) H- O J a CD CV Liu _M L0 CV 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date-7 Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: MECHANICAL CALCULATIONS SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: MO,05 Room Checksums By ECOTOPE All - SERVICES OFFICE COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 9 / 15 Mo/Hr: 10 / 15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 75 / 61 / 57 OADB: 66 OADB: 26 SADB 61.2 72.1 Ra Plenum 75.8 66.9 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 66.9 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.8 64.6 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 -13 -13 -1 0 0 Roof Cond 0 -182 14.87 Glass Solar 925 0 925 38 1,014 45 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond Wall Cond Partition/Door -3 253 0 0 70 -3 323 0 0 13 0 -30 240 0 -1 11 0 Glass/Door Cond Wall Cond Partition/Door -119 -197 0 -119 -251 0 9.68 20.51 0.00 Diffuser Cooling 148 Heating 148 Floor 0 0 0 0.00 0 Floor -295 -295 24.06 Terminal 148 148 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 148 148 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 1,174 57 1,231 50 1,223 54 Sub Total =_> -610 -847 69.11 Nom Vent 8 8 AHU Vent 8 8 Internal Loads Internal Loads Infil 0 0 Lights 451 113 563 23 451 20 Lights 0 0 0.00 MinStop/Rh 0 0 People 371 0 371 15 206 9 People 0 0 0.00 Return 148 148 Misc 338 0 338 14 338 15 Misc 0 0 0.00 Exhaust 8 8 Sub Total =_> 1,160 113 1,272 52 995 44 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 41 -41 0 0 29 1 Ceiling Load -58 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 -47 -2 0 0 Ventilation Load 0 -388 31.69 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 10 -0.83 ENGINEERING CKS Exhaust Heat -7 -7 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 5.7 5.7 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.03 cfm/ftZ 0.90 0.90 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 726.90 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 808.22 Btu/hr•ftZ 14.85 -7.43 Grand Total =_> 2,375 121 2,450 100.00 2,247 100.00 Grand Total ==> -668 -1,226 100.00 No. People 0.8 5.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR ton MBh MBh cfm -F -F gr/lb Main Clg 0.2 2.5 2.3 148 75.8 62.7 65.4 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 Total 0.2 2.5 Project Name: ELCFA Dataset Name: ELCFA.TRC Leave DBNVB/HR °F °F gr/lb 61.2 57.2 64.6 0.0 0.0 0.0 0.0 0.0 0.0 AREAS Gross Total Glass ftZ (%) Floor 165 Part 0 Int Door 1 ExFlr 13 Roof 165 0 0 Wall 130 12 9 Ext Door 0 0 0 HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of of Main Htg -1.2 148 64.6 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.2 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 11 of 11 Room Checksums By ECOTOPE A108 - CONSULTATION COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7 / 15 Mo/Hr: 7 / 20 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 80 / 64 / 64 OADB: 71 OADB: 26 SADB 59.9 76.3 Ra Plenum 76.2 66.3 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 76.2 66.3 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.7 61.4 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 29 29 3 0 0 Roof Cond 0 -130 15.67 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 44 10 53 5 61 7 Wall Cond -171 -212 25.53 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 51 51 Floor 0 0 0 0.00 0 Floor -227 -227 27.25 Terminal 51 51 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 51 51 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 44 39 83 8 61 7 Sub Total =_> -398 -570 68.46 Nom Vent 6 6 AHU Vent Internal Loads Internal Loads 0 0 Lights 328 82 410 40 328 39 Lights 0 0 0.00 MinStop/Rh 0 0 People 270 0 270 26 150 18 People 0 0 0.00 Return 51 51 Misc 246 0 246 24 246 29 Misc 0 0 0.00 Exhaust 6 6 Sub Total =_> 843 82 925 90 723 86 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 47 -47 0 0 61 7 Ceiling Load -66 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 27 3 0 0 Ventilation Load 0 -282 33.94 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 12 -1.41 ENGINEERING CKS Exhaust Heat -8 -8 -1 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 12.0 12.0 Duct Heat Pkup 0 0 0 System Plenum Heat 8 -0.99 cfm/ftZ 0.42 0.42 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 593.92 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 1,402.24 Btu/hr•ftZ 8.56 -6.93 Grand Total =_> 934 65 1,027 100.00 845 100.00 Grand Total ==> -464 -832 100.00 No. People 0.6 5.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR ton MBh MBh cfm -F -F gr/lb Main Clg 0.1 1.0 0.9 51 76.7 63.0 65.7 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 Total 0.1 1.0 Project Name: ELCFA Dataset Name: ELCFA.TRC A111 - CHILDRENS Leave DB/WB/HR °F °F gr/lb 59.9 56.3 63.2 0.0 0.0 0.0 0.0 0.0 0.0 AREAS Gross Total Glass ftZ (%) Floor 120 Part 0 Int Door 1 ExFlr 10 Roof 120 0 0 Wall 100 0 0 Ext Door 0 0 0 Room Checksums By ECOTOPE HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm -F -F Main Htg -0.8 51 61.4 76.3 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -0.8 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 9 of 11 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 9 / 16 Mo/Hr: 9 / 16 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 75 / 60 / 55 OADB: 75 OADB: 26 SADB 58.1 73.8 Ra Plenum 75.6 67.1 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.6 67.1 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.5 64.3 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 -36 -36 0 0 0 Roof Cond 0 -777 7.62 Glass Solar 11,296 0 11,296 54 11,296 63 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -35 0 -35 0 -35 0 Glass/Door Cond -2,372 -2,372 23.26 Cooling Heating Wall Cond 695 262 957 5 695 4 Wall Cond -960 -1,320 12.95 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 970 970 Floor 0 0 0 0.00 0 Floor -2,690 -2,690 26.38 Terminal 970 970 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 970 970 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 11,956 226 12,182 59 11,956 67 Sub Total =_> -6,021 -7,159 70.22 Nom Vent 67 67 AHU Vent 67 67 Internal Loads Internal Loads Infil 0 0 Lights 1,911 478 2,389 11 1,911 11 Lights 0 0 0.00 MinStop/Rh 0 0 People 6,300 0 6,300 30 3,500 19 People 0 0 0.00 Return 970 970 Misc 478 0 478 2 478 3 Misc 0 0 0.00 Exhaust 67 67 Sub Total =_> 8,689 478 9,167 44 5,889 33 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 121 -121 0 0 121 1 Ceiling Load -196 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 -499 -2 0 0 Ventilation Load 0 -3,101 30.42 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 65 -0.64 ENGINEERING CKS Exhaust Heat -40 -40 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 6.9 6.9 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ftZ 1.39 1.39 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 559.28 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 403.67 Btu/hr•ftZ 29.73 -14.56 Grand Total =_> 20,766 542 20,809 100.00 17,966 100.00 Grand Total ==> -6,217 -10,195 100.00 No. People 14.0 20.0/1000 ftZ COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR ton MBh MBh cfm -F -F gr/lb Main Clg 1.7 20.8 18.5 970 75.5 62.5 65.2 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 Total 1.7 20.8 Project Name: ELCFA Dataset Name: ELCFA.TRC Leave DB/WB/HR °F °F gr/lb 58.1 55.3 61.7 0.0 0.0 0.0 0.0 0.0 0.0 AREAS Gross Total Glass ftZ (%) Floor 700 Part 0 Int Door 1 ExFlr 119 Roof 700 0 0 Wall 860 240 28 Ext Door 0 0 0 HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of -F Main Htg -10.2 970 64.3 73.8 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -10.2 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 10 of 11 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box "" 10031 'a532, sure B sla ood. WA 98292 wwww.designsnw.com ECOTOPE 1 91 7 1 ST AVE, #300 SEATTLE WA 9a 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 W CD CV O 00 am Cn O �C ') Z O Z 0 LLI C� J LLI M � Z � Cn H W W LLI c, a Cf) H OJaM CD CV =WaN L0 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: MECHANICAL CALCULATIONS SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: MO,06 System Checksums By ECOTOPE IHP-A3 (CHILDRENS) Fan Coil COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air: OADB/WB/HR: Space Plenum Sens. + Lat. Sens. + Lat Btu/h Btu/h Envelope Loads Skylite Solar 0 0 Skylite Cond 0 0 Roof Cond 0 -36 9 / 16 75 / 60 / 55 Net Percent Total Of Total Btu/h (%) 0 0 0 0 -36 0 CLG SPACE PEAK Mo/Hr: Sum of OADB: Peaks Space Percent Sensible Of Total Btu/h (%) 0 0 0 0 0 0 Envelope Loads Skylite Solar Skylite Cond Roof Cond HEATING COIL PEAK Mo/Hr: Heating Design OADB: 26 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu/h Btu/h (%) 0 0 0.00 0 0 0.00 0 -777 7.62 TEMPERATURES Cooling Heating SADB 58.1 73.8 Ra Plenum 75.6 67.1 Return 75.6 67.1 Ret/OA 75.5 64.3 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Glass Solar 11,296 0 11,296 54 11,296 63 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -35 0 -35 0 -35 0 Glass/Door Cond -2,372 -2,372 23.26 Cooling Heating Wall Cond 695 262 957 5 695 4 Wall Cond -960 -1,320 12.95 Diffuser 970 970 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0.00 0 Floor -2,690 -2,690 26.38 Terminal 970 970 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 970 970 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 11,956 226 12,182 59 11,956 67 Sub Total =_> -6,021 -7,159 70.22 Nom Vent 67 67 AHU Vent 67 67 Internal Loads Internal Loads Infil 0 0 Lights 1,911 478 2,389 11 1,911 11 Lights 0 0 0.00 MinStop/Rh 0 0 People 6,300 0 6,300 30 3,500 19 People 0 0 0.00 Return 970 970 Misc 478 0 478 2 478 3 Misc 0 0 0.00 Exhaust 67 67 Sub Total =_> 8,689 478 9,167 44 5,889 33 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 121 -121 0 0 121 1 Ceiling Load -196 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 -499 -2 0 0 Ventilation Load 0 -3,101 30.42 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 65 -0.64 ENGINEERING CKS Exhaust Heat -40 -40 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 6.9 6.9 Duct Heat Pkup 0 0 0 cfm/ft' 1.39 1.39 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 559.28 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 403.67 Btu/hr•ftz 29.73 -14.56 Grand Total =_> 20,766 542 20,809 100.00 17,966 100.00 Grand Total ==> -6,217 -10,195 100.00 No. People 14 AREAS Gross Total Glass ftz (%) Floor 700 Part 0 Int Door 1 ExFlr 119 Roof 700 0 0 Wall 860 240 28 Ext Door 0 0 0 Project Name: ELCFA Dataset Name: ELCFA.TRC System Checksums By ECOTOPE IHP-A4 (CORRIDOR) HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of of Main Htg -10.2 970 64.3 73.8 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -10.2 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 3 of 5 Fan Coil COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air: OADB/WB/HR: Space Plenum Sens. + Lat. Sens. + Lat Btu/h Btu/h Envelope Loads Skylite Solar 0 0 Skylite Cond 0 0 Roof Cond 0 0 9 / 14 75 / 61 / 60 Net Percent Total Of Total Btu/h (%) 0 0 0 0 0 0 CLG SPACE PEAK Mo/Hr: Sum of OADB: Peaks Space Percent Sensible Of Total Btu/h (%) 0 0 0 0 0 0 Envelope Loads Skylite Solar Skylite Cond Roof Cond HEATING COIL PEAK Mo/Hr: Heating Design OADB: 26 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu/h Btu/h (%) 0 0 0.00 0 0 0.00 0 0 0.00 TEMPERATURES Cooling Heating SADB 55.0 70.7 Ra Plenum 75.9 67.9 Return 75.9 67.9 Ret/OA 75.8 65.2 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Glass Solar 4,517 0 4,517 63 4,986 70 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -23 0 -23 0 -145 -2 Glass/Door Cond -553 -553 28.12 Cooling Heating Wall Cond 120 64 185 3 115 2 Wall Cond -103 -158 8.05 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 323 323 Floor 0 0 0 0.00 0 Floor -295 -295 14.98 Terminal 323 323 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 323 323 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 4,614 64 4,679 65 4,957 70 Sub Total =_> -951 -1,007 51.15 Nom Vent 21 21 AHU Vent 21 21 Internal Loads Internal Loads Infil 0 0 Lights 1,584 396 1,980 28 1,584 22 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0 People 0 0 0.00 Return 323 323 Misc 396 0 396 6 396 6 Misc 0 0 0.00 Exhaust 21 21 Sub Total =_> 1,980 396 2,375 33 1,980 28 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 157 -157 0 0 156 2 Ceiling Load -19 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 120 2 0 0 Ventilation Load 0 -964 48.97 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 2 -0.12 ENGINEERING CKS Exhaust Heat -20 -20 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 6.5 6.5 Duct Heat Pkup 0 0 0 cfm/ft' 0.56 0.56 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 541.26 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 972.77 Btu/hr•ftz 12.34 -3.39 Grand Total =_> 6,751 283 7,155 100.00 7,092 100.00 Grand Total ==> -970 -1,968 100.00 No. People 0 Project Name: ELCFA Dataset Name: ELCFA.TRC AREAS Gross Total Glass ftz (%) Floor 580 Part 0 Int Door 1 ExFlr 13 Roof 0 0 0 Wall 130 56 43 Ext Door 0 0 0 HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of of Main Htg -2.0 323 65.2 70.7 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -2.0 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 4 of 5 System Checksums By ECOTOPE IHP-A1 (COMMUNITY) Fan Coil COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air: OADB/WB/HR: Space Plenum Sens. + Lat. Sens. + Lat Btu/h Btu/h Envelope Loads Skylite Solar 0 0 Skylite Cond 0 0 Roof Cond 0 152 7 / 11 73 / 61 / 62 Net Percent Total Of Total Btu/h (%) 0 0 0 0 152 1 CLG SPACE PEAK Mo/Hr: Sum of OADB: Peaks Space Percent Sensible Of Total Btu/h (%) 0 0 0 0 0 0 Envelope Loads Skylite Solar Skylite Cond Roof Cond HEATING COIL PEAK Mo/Hr: Heating Design OADB: 26 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu/h Btu/h (%) 0 0 0.00 0 0 0.00 0 -558 7.70 TEMPERATURES Cooling Heating SADB 59.0 72.2 Ra Plenum 75.5 67.4 Return 75.5 67.4 Ret/OA 75.4 65.3 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Glass Solar 11,907 0 11,907 62 11,907 71 Glass Solar 0 0 0.00 AIRFLOWS Glass/DoorCond -270 0 -270 -1 -270 -2 Glass/DoorCond -1,977 -1,977 27.25 Cooling Heating Wall Cond 937 153 1,090 6 937 6 Wall Cond -1,302 -1,515 20.89 Diffuser 960 960 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0.00 0 Floor -1,021 -1,021 14.07 Terminal 960 960 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 960 960 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 12,573 305 12,878 67 12,573 75 Sub Total =_> -4,299 -5,071 69.92 Nom Vent 48 48 AHU Vent 4 4 Internal Loads Internal Loads 00 00 Lights 1,365 341 1,707 9 1,365 8 Lights 0 0 0.00 MinStop/Rh 0 0 People 4,500 0 4,500 24 2,500 15 People 0 0 0.00 Return 960 960 Misc 341 0 341 2 341 2 Misc 0 0 0.00 Exhaust 48 48 Sub Total =_> 6,207 341 6,548 34 4,207 25 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 84 -84 0 0 84 1 Ceiling Load -101 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 -264 -1 0 0 Ventilation Load 0 -2,215 30.54 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 34 -0.46 ENGINEERING CKS Exhaust Heat -28 -28 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 5.0 5.0 Duct Heat Pkup 0 0 0 cfm/ftz 1.92 1.92 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 602.12 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 313.59 Btu/hr•ftz 38.27 -14.51 Grand Total =_> 18,864 534 19,133 100.00 16,864 100.00 Grand Total ==> -4,400 -7,253 100.00 No. People 10 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR ton MBh MBh cfm -F of gr/lb Main Cig 1.6 19.1 17.3 960 75.4 62.6 65.7 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 Total 1.6 19.1 Project Name: ELCFA Dataset Name: ELCFA.TRC IHP-A2 Leave DB/WB/HR °F °F gr/lb 59.0 55.9 62.9 0.0 0.0 0.0 0.0 0.0 0.0 AREAS Gross Total Glass ftz (%) Floor 500 Part 0 Int Door 1 ExFlr 45 Roof 500 0 0 Wall 909 200 22 Ext Door 0 0 0 System Checksums By ECOTOPE HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm -F -F Main Htg -7.3 960 65.3 72.2 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -7.3 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 1 of 5 Fan Coil COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air: OADB/WB/HR: Space Plenum Sens. + Lat. Sens. + Lat Btu/h Btu/h Envelope Loads Skylite Solar 0 0 Skylite Cond 0 0 Roof Cond 0 -54 9 / 15 75 / 61 / 57 Net Percent Total Of Total Btu/h (%) 0 0 0 0 -54 -1 CLG SPACE PEAK Mo/Hr: Sum of OADB: Peaks Space Percent Sensible Of Total Btu/h (%) 0 0 0 0 0 0 Envelope Loads Skylite Solar Skylite Cond Roof Cond HEATING COIL PEAK Mo/Hr: Heating Design OADB: 26 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu/h Btu/h (%) 0 0 0.00 0 0 0.00 0 -734 14.93 TEMPERATURES Cooling Heating SADB 61.2 72.1 Ra Plenum 75.8 66.9 Return 75.8 66.9 Ret/OA 75.8 64.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Glass Solar 3,700 0 3,700 38 4,055 45 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -13 0 -13 0 -120 -1 Glass/Door Cond -474 -474 9.65 Cooling Heating Wall Cond 1,011 281 1,292 13 958 11 Wall Cond -788 -1,005 20.44 Diffuser 595 595 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0.00 0 Floor -1,179 -1,179 23.98 Terminal 595 595 Adjacent Floor 0.00 0.00 0.00 0.00 0.00 0.00 Adjacent Floor 0.00 0.00 0.00 Main Fan 595 595 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total =_> 4,698 227 4,925 50 4,893 54 Sub Total =_> -2,442 -3,393 69.00 Nom Vent 34 34 AHU Vent 34 34 Internal Loads Internal Loads Infil 0 0 Lights 1,816 454 2,270 23 1,816 20 Lights 0 0 0.00 MinStop/Rh 0 0 People 1,496 0 1,496 15 831 9 People 0 0 0.00 Return 595 595 Misc 1,362 0 1,362 14 1,362 15 Misc 0 0 0.00 Exhaust 34 34 Sub Total =_> 4,674 454 5,128 52 4,009 44 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 166 -166 0 0 116 1 Ceiling Load -232 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 -188 -2 0 0 Ventilation Load 0 -1,565 31.83 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 41 -0.83 ENGINEERING CKS Exhaust Heat -29 -29 0 OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 5.7 5.7 Duct Heat Pkup 0 0 0 cfm/ft' 0.90 0.90 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 726.38 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftZ/ton 811.32 Btu/heft' 14.79 -7.39 Grand Total =_> 9,538 486 9,836 100.00 9,018 100.00 Grand Total ==> -2,674 -4,917 100.00 No. People 3 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR ton MBh MBh cfm -F -F gr/lb Main Cig 0.8 9.8 9.4 595 75.8 62.7 65.4 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 Total 0.8 9.8 Project Name: ELCFA Dataset Name: ELCFA.TRC Leave DB/WB/HR °F °F gr/lb 61.2 57.2 64.6 0.0 0.0 0.0 0.0 0.0 0.0 AREAS Gross Total Glass ftz (%) Floor 665 Part 0 Int Door 1 ExFlr 52 Roof 665 0 0 Wall 520 48 9 Ext Door 0 0 0 HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of -F Main Htg -4.9 595 64.6 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -4.9 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 2 of 5 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box "" 10031 'a532, sure B sla ood. WA 98292 wwww.designsnw.com ECOTOPE 1 91 7 1 ST AVE, #300 SEATTLE WA 9a 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 W CID CV O 00 am Cn O �Z (n Z O Z0 0 Lu C� J W M � Z � Cn H- LLI W LLI - c, a Cf) H- O J a cID CV Liu _M L0 CV 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: MECHANICAL CALCULATIONS SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: MO,07 COOLING COIL PEAK Peaked at Time: Mo/Hr: 7 / 15 Outside Air: OADB/WB/HR: 80 / 64 / 64 Space Plenum Sens. + Lat. Sens. + Lat Btu/h Btu/h Envelope Loads Skylite Solar 0 0 Skylite Cond 0 0 Roof Cond 0 119 Glass Solar 300 0 Glass/Door Cond 17 0 Wall Cond 155 37 Partition/Door 0 Floor 0 Adjacent Floor 0.00 0.00 Infiltration 0 Sub Total =_> 471 156 Internal Loads Lights People Misc Sub Total =_> Ceiling Load Ventilation Load Adj Air Trans Heat Dehumid. Ov Sizing Dv/Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Underflr Sup Ht Pkup Supply Air Leakage Grand Total ==> System Checksums By ECOTOPE CLG SPACE PEAK Mo/Hr: Sum of OADB: Peaks Space Percent Sensible Of Total Btu/h (%) Envelope Loads 0 0 Skylite Solar 0 0 Skylite Cond 0 0 Roof Cond 291 8 Glass Solar 19 1 Glass/Door Cond 208 6 Wall Cond 0 0 Partition/Door 0.00 0 Floor 0.00 0.00 Adjacent Floor 0 0 Infiltration 518 14 Sub Total =_> Internal Loads 1,338 36 Lights 613 17 People 1,003 27 Misc 2,954 80 Sub Total =_> 232 6 Ceiling Load 0 0 Ventilation Load 0 0 Adj Air Trans Heat Ov/Undr Sizing 0 0 Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Underflr Sup Ht Pkup Supply Air Leakage 3,704 100.00 Grand Total ==> HEATING COIL PEAK Mo/Hr: Heating Design OADB: 26 Space Peak Space Sens Btu/h 0 0 0 0 -208 -606 0 -862 0.00 0 -1,676 M M N -270 0 0 0 -1,946 Coil Peak Percent Tot Sens Of Total Btu/h (%) 0 0.00 0 0.00 -533 15.35 0 0.00 -208 5.98 -762 21.97 0 0.00 -862 24.84 0.00 0.00 0 0.00 -2,364 68.14 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -1,153 33.24 0 0 0 0.00 48 -1.38 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -3,470 100.00 AREAS Gross Total Glass w (%) Floor 490 Part 0 Int Door 1 ExFlr 38 Roof 490 0 0 Wall 380 21 6 Ext Door 0 0 0 Fan Coil TEMPERATURES Cooling Heating SADB 59.6 76.1 Ra Plenum 76.2 66.3 Return 76.2 66.3 Ret/OA 76.7 61.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Diffuser 219 219 Terminal 219 219 Main Fan 219 219 Sec Fan 0 0 Nom Vent 25 25 AHU Vent 25 25 Infil 0 0 MinStop/Rh 0 0 Return 219 219 Exhaust 25 25 Rm Exh 0 0 Auxiliary 0 0 Leakage Dwn 0 0 Leakage Ups 0 0 ENGINEERING CKS Cooling Heating % OA 11.4 11.4 cfm/ftz 0.45 0.45 cfm/ton 586.35 ftZ/ton 1,311.67 Btu/hr•ftz 9.15 -7.08 No. People 2 HEATING COIL SELECTION CapacityCoil Airflow Ent Lvg MBh cfm of of n Htg -3.5 219 61.7 76.1 Htg 0.0 0 0.0 0.0 heat 0.0 0 0.0 0.0 nidif 0.0 0 0.0 0.0 Vent 0.0 0 0.0 0.0 31 -3.5 TRACE® 700 v6.3.5 calculated at 02:29 PM on 01/19/2023 Alternative - 1 System Checksums Report Page 5 of 5 AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 IIA Box 1^_70 10031 SR 532, sure B $I,nWOod. WA 98292 wwww.des i gn sn-coin ECOTOPE V 1 91 7 1 ST AVE, #300 SEATTLE WA 9B 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 W CD CV O 00 am Cn O �C ,) Z O Z 0 LLI C� J LLI M � Z _ L LI - (� w W w c, a C) O J a CV L _M L0 CV ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: MECHANICAL CALCULATIONS SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: M0108 REFER TO PLUMBING PLANS FOR MORE INFORMATION ON HEAT PUMP WATER HEATERS (TYP) i MECHANICAL SITE PLAN 3/32" = V-0" HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 L" C W cfl N O 00 O �z U) Z Q zO w C' J Liu Z LLI U) w w V Q U) O J a M N LLI N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B KEYPLAN Apr 04 2023 C CITY F EDMONDS DEVELO ENT SERVIC DEPARTMENT CONTENTS: MECHANICAL SITE PLAN SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: m 1 1 10 I GENERAL NOTES 1 2 3 4 5 A 7 8. 9. 10 11 ALL DUCTWORK IN NON -CONDITIONED SPACES SHALL BE INSULATED TO R-8. REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM1" PIPING INSULATION, INCLUDING CONTINUSOUS INSULATION AT SUPPORTS WITH NO THERMAL BRIDGING. REFRIGERANT PIPING, ELECTRICAL CONNECTIONS, AND CONDENSATE PIPING AND CONNECTIONS TO INDOOR HEAT PUMPS UNITS SHALL BE CONCEALED BEHIND WALL OR CEILING (NO SURFACE MOUNTING) MECHANICAL CONTRACTOR SHALL COORDINATE PROVISION OF ALL REQUIRED ACCESS PANELS FOR EQUIPMENT LOCATED ABOVE CEILINGS, INCLUDING BUT NOT LIMITED TO HEAT PUMPS, BALANCING DEVICES, MOTORIZED DAMPERS, FIRE DAMPERS, ERVs, AND FANS. ENSURE THAT ALL MANUFACTURER RECOMMENDED CLEARANCES FOR EQUIPMENT ARE PROVIDED. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. AIR TERMINAL LOCATIONS AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF AIR TERMINALS WITH CEILINGS, STRUCTURAL ELEMENTS, LIGHTS PIPING, EQUIPMENT, ETC. PROVIDE MANUAL VOLUME DAMPERS ON ALL BRANCH DUCTS TO PROVIDE MEANS OF BALANCING FOR ALL TERMINAL DEVICES. VOLUME DAMPERS SHALL BE LOCATED AS FAR AS POSSIBLE FROM AIR TERMINAL SERVED. ANY VOLUME DAMPERS REQUIRED TO BE PLACED IN ACCESSIBLE LOCATIONS SHALL BE EQUIPED WITH REMOTE ACTUATORS (YOUNG REGULATOR TYPE) ANY FLEXIBLE DUCTWORK RUNS SHALL NOT EXCEED 6' IN LENGTH AND SHALL BE INSTALLED WITH NO KINK OR SHARP BENDS/TURNS. INCLUDE TURNING VANES ON ALL RECTANGULAR DUCT ELBOWS. WHERE POSSIBLE ABOID UTILIZING (2) 90 DEGREE ELBOWS WITH DUCT LENGTH BETWEEN THEN OF LESS THAN 2x DIAMETER (OR EQUIVALENT DIAMETER) CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. (D � 6> T 8 9 10 11 12 MECHANICAL FLOOR PLAN - LEVEL 1 - BLDG A & B 11-1FiF�1=IFiF� HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W c0 N 0 00 am Cn O �z U) Z Q zO LU C' J LLI Z _ L LI _ 3; w m DC w V Q U) O J a M N m: LL1 L0 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 P KEYPLAN Apr 04 2023 CITY F EDMONDS C DEVELO ENT SERVIC DEPARTMENT MECHANICAL - FLOOR PLAN - LEVEL 1 - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: NM2,1 1 1/8" = 1'-011 GENERAL NOTES 1. ALL DUCTWORK IN NON -CONDITIONED SPACES SHALL BE INSULATED TO R-8. 2. REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM1" PIPING INSULATION, INCLUDING CONTINUSOUS INSULATION AT SUPPORTS WITH NO THERMAL BRIDGING. 3. REFRIGERANT PIPING, ELECTRICAL CONNECTIONS, AND CONDENSATE PIPING AND CONNECTIONS TO INDOOR HEAT PUMPS UNITS SHALL BE CONCEALED BEHIND WALL OR CEILING (NO SURFACE MOUNTING) 4. MECHANICAL CONTRACTOR SHALL COORDINATE PROVISION OF ALL REQUIRED ACCESS PANELS FOR EQUIPMENT LOCATED ABOVE CEILINGS, INCLUDING BUT NOT LIMITED TO HEAT PUMPS, BALANCING DEVICES, MOTORIZED DAMPERS, FIRE DAMPERS, ERVs, AND FANS. ENSURE THAT ALL MANUFACTURER RECOMMENDED CLEARANCES FOR EQUIPMENT ARE PROVIDED. 5. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 6. AIR TERMINAL LOCATIONS AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF AIR TERMINALS WITH CEILINGS, STRUCTURAL ELEMENTS, LIGHTS PIPING, EQUIPMENT, ETC. 7. PROVIDE MANUAL VOLUME DAMPERS ON ALL BRANCH DUCTS TO PROVIDE MEANS OF BALANCING FOR ALL TERMINAL DEVICES. VOLUME DAMPERS SHALL BE LOCATED AS FAR AS POSSIBLE FROM AIR TERMINAL SERVED. ANY VOLUME DAMPERS REQUIRED TO BE PLACED IN ACCESSIBLE LOCATIONS SHALL BE EQUIPED WITH REMOTE ACTUATORS (YOUNG REGULATOR TYPE) 8. ANY FLEXIBLE DUCTWORK RUNS SHALL NOT EXCEED 6' IN LENGTH AND SHALL BE INSTALLED WITH NO KINK OR SHARP BENDS/TURNS. 9. INCLUDE TURNING VANES ON ALL RECTANGULAR DUCT ELBOWS. 10. WHERE POSSIBLE ABOID UTILIZING (2) 90 DEGREE ELBOWS WITH DUCT LENGTH BETWEEN THEN OF LESS THAN 2x DIAMETER (OR EQUIVALENT DIAMETER) 11. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 2 2 MAINT. INTAKE AIR LOUVER, DAMPER INTERLOCK W/ EXH FAN L X r IT EXHAUST LOUVER, I 0.6 SF NFA AI A.3 MD-M MAINTENANCE C123 0 174 SF E RISER EH-LND L EF- AUND T MD LAUND �1 BD -_AU NND ❑ LAUNDRY' C122 '. 4"0 UP TO ROOF o HEAVY METAL RIGID 4" ROUND DUCTS ONLY FOR DRYER EXHAUST. DRYER VENT UP TO ROOF TERMINATION VIA FURRED WALL (2x6) TYP (8)- 10"x6" MAKE UP AIR INTAKE LOUVER DRYER MAKE UP AIR INTAKE LOUVER 3.0 SF NFA D EF-MNT C124 EH -FIRE SF L 444EH-MNT !'EH-MECH 0 I AEF-IDF-C ° ECH/ HPWH I 3-BEC104PE B ELEC eT C120 1 901 SF ILI 128 SF ELEC. C121 27 SF i I i I II I I II I PROVIDE LOUVERED DOOR d 6"0 EXHAUST DUCT UP TO ROOF u 0 ❑ L MECHANICAL FLOOR PLAN - LEVEL 1 - BLDG C & D 1/8" = 1'-0" 3 4 5 6 7 8 mh it �1I �1I PROVIDE LOUVERED DOOR 2- 6"o 4 EC 22 SF FF--D 1 AIP\ HOUSING HOPE we keep hope alive ih�DESIGNS northwest ARCHITECTS P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W c0 N O Co CN a Cn 3: w w U) O U) z z Q z 0 0 w z J C' m J W Z LLI U) Lu m Lu V Q U) OJaL0 N m: LL1 L0 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 P KEYPLAN Apr 04 2023 C CITY F EDMONDS DEVELO ENT SERVIC DEPARTMENT MECHANICAL - FLOOR PLAN - LEVEL 1 - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N M 2,12 1 2 3 4 61 0 7 8. 9. 10 11 GENERAL NOTES I ALL DUCTWORK IN NON -CONDITIONED SPACES SHALL BE INSULATED TO R-8. REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM1" PIPING INSULATION, INCLUDING CONTINUSOUS INSULATION AT SUPPORTS WITH NO THERMAL BRIDGING. REFRIGERANT PIPING, ELECTRICAL CONNECTIONS, AND CONDENSATE PIPING AND CONNECTIONS TO INDOOR HEAT PUMPS UNITS SHALL BE CONCEALED BEHIND WALL OR CEILING (NO SURFACE MOUNTING) MECHANICAL CONTRACTOR SHALL COORDINATE PROVISION OF ALL REQUIRED ACCESS PANELS FOR EQUIPMENT LOCATED ABOVE CEILINGS, INCLUDING BUT NOT LIMITED TO HEAT PUMPS, BALANCING DEVICES, MOTORIZED DAMPERS, FIRE DAMPERS, ERVs, AND FANS. ENSURE THAT ALL MANUFACTURER RECOMMENDED CLEARANCES FOR EQUIPMENT ARE PROVIDED. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. AIR TERMINAL LOCATIONS AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF AIR TERMINALS WITH CEILINGS, STRUCTURAL ELEMENTS, LIGHTS PIPING, EQUIPMENT, ETC. PROVIDE MANUAL VOLUME DAMPERS ON ALL BRANCH DUCTS TO PROVIDE MEANS OF BALANCING FOR ALL TERMINAL DEVICES. VOLUME DAMPERS SHALL BE LOCATED AS FAR AS POSSIBLE FROM AIR TERMINAL SERVED. ANY VOLUME DAMPERS REQUIRED TO BE PLACED IN ACCESSIBLE LOCATIONS SHALL BE EQUIPED WITH REMOTE ACTUATORS (YOUNG REGULATOR TYPE) ANY FLEXIBLE DUCTWORK RUNS SHALL NOT EXCEED 6' IN LENGTH AND SHALL BE INSTALLED WITH NO KINK OR SHARP BENDS/TURNS. INCLUDE TURNING VANES ON ALL RECTANGULAR DUCT ELBOWS. WHERE POSSIBLE ABOID UTILIZING (2) 90 DEGREE ELBOWS WITH DUCT LENGTH BETWEEN THEN OF LESS THAN 2x DIAMETER (OR EQUIVALENT DIAMETER) CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. F"1 f:3 NOTE: BLDG A LEVELS 2 & 3 ARE 3'-6" HIGHER THAN B, C & D MECHANICAL FLOOR PLAN - LEVEL 2 - BLDG A & B 1/8" = 1'-011 HOUSING i HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W c0 N CD 00 O �z CO Q zO LU C' J UJI U) Z _ U I - (� w L.L w V Q U = O J a CD co N UJI Lo 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RESUB KEYPLAN Apr 04 2023 CITY F EDMONDS C DEVELO ENT SERVIC DEPARTMENT CONTENTS: MECHANICAL - FLOOR PLAN - LEVEL 2 - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N M 2,21 1 2 3 4 5 0 i7 8. 9. 10 11 GENERAL NOTES ALL DUCTWORK IN NON -CONDITIONED SPACES SHALL BE INSULATED TO R-8. REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM1" PIPING INSULATION, INCLUDING CONTINUSOUS INSULATION AT SUPPORTS WITH NO THERMAL BRIDGING. REFRIGERANT PIPING, ELECTRICAL CONNECTIONS, AND CONDENSATE PIPING AND CONNECTIONS TO INDOOR HEAT PUMPS UNITS SHALL BE CONCEALED BEHIND WALL OR CEILING (NO SURFACE MOUNTING) MECHANICAL CONTRACTOR SHALL COORDINATE PROVISION OF ALL REQUIRED ACCESS PANELS FOR EQUIPMENT LOCATED ABOVE CEILINGS, INCLUDING BUT NOT LIMITED TO HEAT PUMPS, BALANCING DEVICES, MOTORIZED DAMPERS, FIRE DAMPERS, ERVs, AND FANS. ENSURE THAT ALL MANUFACTURER RECOMMENDED CLEARANCES FOR EQUIPMENT ARE PROVIDED. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. AIR TERMINAL LOCATIONS AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF AIR TERMINALS WITH CEILINGS, STRUCTURAL ELEMENTS, LIGHTS PIPING, EQUIPMENT, ETC. PROVIDE MANUAL VOLUME DAMPERS ON ALL BRANCH DUCTS TO PROVIDE MEANS OF BALANCING FOR ALL TERMINAL DEVICES. VOLUME DAMPERS SHALL BE LOCATED AS FAR AS POSSIBLE FROM AIR TERMINAL SERVED. ANY VOLUME DAMPERS REQUIRED TO BE PLACED IN ACCESSIBLE LOCATIONS SHALL BE EQUIPED WITH REMOTE ACTUATORS (YOUNG REGULATOR TYPE) ANY FLEXIBLE DUCTWORK RUNS SHALL NOT EXCEED 6' IN LENGTH AND SHALL BE INSTALLED WITH NO KINK OR SHARP BENDS/TURNS. INCLUDE TURNING VANES ON ALL RECTANGULAR DUCT ELBOWS. WHERE POSSIBLE ABOID UTILIZING (2) 90 DEGREE ELBOWS WITH DUCT LENGTH BETWEEN THEN OF LESS THAN 2x DIAMETER (OR EQUIVALENT DIAMETER) CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. A� PROVIDE 3' CLEARANCE BETWEEN EXHAUST AND OPENINGS INTO BUILDING (TYP ( 1 i (2) 3 � �) (6i 7 TI � I PROVIDE BACKDRAFT DAMPERS (TYP) 15 0' 21 MECHANICAL FLOOR PLAN - LEVEL 2 - BLDG C & D 1/8" = 1'-011 7 8 HOUSING i HOPE we keep hope alive DESIGNS _ northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W _ 04 am C Q w w U) O � U) z Q z 0 w z z J C' m J W i _ z LLI U) LU w V Q U) O J a M N LLI L0 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 P KEYPLAN Apr 04 2023 CITY F EDMONDS C DEVELO ENT SERVIC DEPARTMENT MECHANICAL - FLOOR PLAN - LEVEL 2 - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N M 2,2 2 GENERAL NOTES 1. ALL DUCTWORK IN NON -CONDITIONED SPACES SHALL BE INSULATED TO R-8. 2. REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM1" PIPING INSULATION, INCLUDING CONTINUSOUS INSULATION AT SUPPORTS WITH NO THERMAL BRIDGING. 3. REFRIGERANT PIPING, ELECTRICAL CONNECTIONS, AND CONDENSATE PIPING AND CONNECTIONS TO INDOOR HEAT PUMPS UNITS SHALL BE CONCEALED BEHIND WALL OR CEILING (NO SURFACE MOUNTING) 4. MECHANICAL CONTRACTOR SHALL COORDINATE PROVISION OF ALL REQUIRED ACCESS PANELS FOR EQUIPMENT LOCATED ABOVE CEILINGS, INCLUDING BUT NOT LIMITED TO HEAT PUMPS, BALANCING DEVICES, MOTORIZED DAMPERS, FIRE DAMPERS, ERVs, AND FANS. ENSURE THAT ALL MANUFACTURER RECOMMENDED CLEARANCES FOR EQUIPMENT ARE PROVIDED. 5. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 6. AIR TERMINAL LOCATIONS AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF AIR TERMINALS WITH CEILINGS, STRUCTURAL ELEMENTS, LIGHTS PIPING, EQUIPMENT, ETC. 7. PROVIDE MANUAL VOLUME DAMPERS ON ALL BRANCH DUCTS TO PROVIDE MEANS OF BALANCING FOR ALL TERMINAL DEVICES. VOLUME DAMPERS SHALL BE LOCATED AS FAR AS POSSIBLE FROM AIR TERMINAL SERVED. ANY VOLUME DAMPERS REQUIRED TO BE PLACED IN ACCESSIBLE LOCATIONS SHALL BE EQUIPED WITH REMOTE ACTUATORS (YOUNG REGULATOR TYPE) 8. ANY FLEXIBLE DUCTWORK RUNS SHALL NOT EXCEED 6' IN LENGTH AND SHALL BE INSTALLED WITH NO KINK OR SHARP BENDS/TURNS. 9. INCLUDE TURNING VANES ON ALL RECTANGULAR DUCT ELBOWS. 10. WHERE POSSIBLE ABOID UTILIZING (2) 90 DEGREE ELBOWS WITH DUCT LENGTH BETWEEN THEN OF LESS THAN 2x DIAMETER (OR EQUIVALENT DIAMETER) 11. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. D� 2-BED C301 734 SF C\1 M C\1 w w 0 co U C7 z 0 J D m 00 2-BED 2-BED D302 LD301 689 SF 733 SF O O n r O o O oo 1 (20 l 8 9 10 2 NOTE: BLDG A & C LEVELS 2 & 3 ARE 3'-6" HIGHER THAN B & D M 5.06 22 MECHANICAL FLOOR PLAN - LEVEL 3 - BLDG A & B 1/8" = 1'-011 11 12 1 M 5.07 1 2 1 2 1 M5.01 M5.02 M5.04 M5.06 22.5) 24 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9S 1 O 1 PH: (206) 322-3753 FAX: (206) 325-7270 C0 N O 00 W Q u O �Wz Z zO Q Uj Lu 3: C' J Z W CO - Lu Lu LL U) V Q c� co LO U N 00 CONSTRUCTION DOCUMENTS I ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RESUB KEYPLAN Apr 04 2023 CITY F EDMONDS C DEVELO ENT SERVIC DEPARTMENT D B CONTENTS: i MECHANICAL - FLOOR PLAN - LEVEL 3 - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N M 2,31 1 2 3 4 i 7 8. 9. 10 11 GENERAL NOTES ALL DUCTWORK IN NON -CONDITIONED SPACES SHALL BE INSULATED TO R-8. REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM1" PIPING INSULATION, INCLUDING CONTINUSOUS INSULATION AT SUPPORTS WITH NO THERMAL BRIDGING. REFRIGERANT PIPING, ELECTRICAL CONNECTIONS, AND CONDENSATE PIPING AND CONNECTIONS TO INDOOR HEAT PUMPS UNITS SHALL BE CONCEALED BEHIND WALL OR CEILING (NO SURFACE MOUNTING) MECHANICAL CONTRACTOR SHALL COORDINATE PROVISION OF ALL REQUIRED ACCESS PANELS FOR EQUIPMENT LOCATED ABOVE CEILINGS, INCLUDING BUT NOT LIMITED TO HEAT PUMPS, BALANCING DEVICES, MOTORIZED DAMPERS, FIRE DAMPERS, ERVs, AND FANS. ENSURE THAT ALL MANUFACTURER RECOMMENDED CLEARANCES FOR EQUIPMENT ARE PROVIDED. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. AIR TERMINAL LOCATIONS AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF AIR TERMINALS WITH CEILINGS, STRUCTURAL ELEMENTS, LIGHTS PIPING, EQUIPMENT, ETC. PROVIDE MANUAL VOLUME DAMPERS ON ALL BRANCH DUCTS TO PROVIDE MEANS OF BALANCING FOR ALL TERMINAL DEVICES. VOLUME DAMPERS SHALL BE LOCATED AS FAR AS POSSIBLE FROM AIR TERMINAL SERVED. ANY VOLUME DAMPERS REQUIRED TO BE PLACED IN ACCESSIBLE LOCATIONS SHALL BE EQUIPED WITH REMOTE ACTUATORS (YOUNG REGULATOR TYPE) ANY FLEXIBLE DUCTWORK RUNS SHALL NOT EXCEED 6' IN LENGTH AND SHALL BE INSTALLED WITH NO KINK OR SHARP BENDS/TURNS. INCLUDE TURNING VANES ON ALL RECTANGULAR DUCT ELBOWS. WHERE POSSIBLE ABOID UTILIZING (2) 90 DEGREE ELBOWS WITH DUCT LENGTH BETWEEN THEN OF LESS THAN 2x DIAMETER (OR EQUIVALENT DIAMETER) CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. ,C 1 2 3 4 5 6 �7/) (8 jANN MECHANICAL FLOOR PLAN - LEVEL 3 - BLDG C & D 1/8" = 1'-011 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W c0 N O 00 am Cn O �z U) Z Q zO LU C' J Liu Z LLI U) w w V Q U) O J a M N LLI L0 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description 2 01/04/2023 PERMIT RESUBM. KLbUb KEYPLAN Apr 04 2023 CITY F EDMONDS C DEVELO ENT SERVIC DEPARTMENT lw.,,t..at.m MECHANICAL - FLOOR PLAN - LEVEL 3 - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N M 2,3 2 A N LU LU 0) oLf U 0 z J m D 6 7 8 9 10 11 (12 AWN HOUSING HOPE we keep hope alive I 1 � (21 22 22.5 MECHANICAL ROOF PLAN - BLDG A & B 118" = 1'-011 DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 N O 00 W m a i O �z C/) z Q 0 LU C' J LLI U) Z - W � LU Nw L.L V Q U) = O J a C.0 M N LLI Lf') N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B KEYPLAN Apr 04 2023 C CITY EDMONDS DEVELO F ENT SERVIC DEPARTMENT C CB CONTENTS: MECHANICAL - ROOF PLAN - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N M 2,41 q 3 4 5 6 7 8 T �1 15 16 17 18 19 20 21 MECHANICAL ROOF PLAN - BLDG C & D 118 = 11-011 HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W N O 00 a Cn LU w O U) co � U) z (3 z � z � 0 0 W m � Z LLI U) W m W V Q U) = O J a C.0 M N LLI N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description RES U B KEYPLAN Apr 04 2023 C CITY EDMONDS DEVELO F ENT SERVIC DEPARTMENT 1w.Lt..a 1111m MECHANICAL - ROOF PLAN - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: NM 2,42 MECHANICAL 1/4" = 1'-011 TYPICAL UNIT PLAN - 1 BD MIRRORED 6" EXHAUST DIN MECHANICAL TYPICAL UNIT PLAN - 1 BD - UNIT B203 1/4" = 1'-011 GENERAL NOTES - TYPICAL UNIT PLANS 1. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 2. ALL DUCTWORK ROUTING, AIR TEMINAL LOCATIONS, AND EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL FINALIZE DUCT ROUTING, COORDINATE PROVISION OF SOFFITING WITH ARCHITECT AS NEEDED, AND COORDINATE LOCATIONS OF ALL HVAC ELEMENTS WITH STRUCTURE, LIGHTING PIPING, ETC. 3. PROVIDE MANUAL BALANCING DAMPERS ON ALL BRANCH DUCTS SUCH THAT EVERY AIR TERMINAL CAN BE BALANCED. 4. RIGID METAL DUCTING SHALL BE USED FOR ALL VENTILATION. (NO FLEX DUCTS) 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS IN UNITS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 6. COORDINATE FINAL DIFFUSERS AND GRILLE LOCATIONS WITH ARCHITECTURAL RCPs AND ELEVATIONS. 7. PROVIDE AN UNRATED, OVERSIZED ACCESS PANEL (MIN SIZE 28"06") IN CEILING FOR MAINTENANCE AND FUTURE REMOVAL OF ERV UNIT. 8. PROVIDE 6" HOOD VENT FOR EACH KITCHEN EXHAUST. 9. COVE HEATERS TO BE PROVIDE IN EACH LIVING SPACE AND BEDROOM. REFERENCE HEAT LOAD CALCULATIONS FOR SIZING. 10. PROVIDE 1/2" UNDERCUT AT ALL INTERIOR DOORS. 11. UNIT ERV ARE TO BE LOCATED WITHIN THE CEILING CAVITY WITHIN BOXED OUT FRAMING. REFERENCE STRUCTURAL PLANS FOR DETAILS. 12. DROPPED CEILINGS AND SOFFITS TO BE PROVIDED FOR MECHANICAL EQUIPMENT AND DUCTING. FINAL LOCATION PENDING FURTHER COORDINATION. REFERENCE ARCHITECTURAL PLANS FOR DETAILS. 13. CFM OF DOMESTIC HOODS TO BE A MINIMUM OF 100 CFM. REF ARCH PLANS FOR DETAILS. SHEET NOTES Note # Note Text 1 6" VENT CAP ON ERV INTAKE, ERV EXHAUST, AND RANGE HOOD EXHAUST (TYP) 2 6"0 CONNECTION TO RANGE HOOD. CONTRACTOR TO FIELD CONNECT. 3 ROUTE DUCT ABOVE TO JOIST -BAY. NO FIRE DAMPERS REQUIRED PER 2018 IBC 714.5.2 EXCEPTION 1. AGGREGATE AREA OF THE OPENINGS THROUGH THE FIRE MEMBRANE SHALL NOT EXCEED 100 SQ IN. IN ANY 100 SF OF CEILING AREA. HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �� U) Z Q zO w C' J Liu Z L L1 U) w w V Q U) O�aL0 N L0 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 P 3 03/27/2023 S 4 U CQN roffTH23 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: MECHANICAL TYPICAL UNIT PLANS - 1 BD SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: M5,0 GENERAL NOTES - TYPICAL UNIT PLANS 1. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 2. ALL DUCTWORK ROUTING, AIR TEMINAL LOCATIONS, AND EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL FINALIZE DUCT ROUTING, COORDINATE PROVISION OF SOFFITING WITH ARCHITECT AS NEEDED, AND COORDINATE LOCATIONS OF ALL HVAC ELEMENTS WITH STRUCTURE, LIGHTING PIPING, ETC. 3. PROVIDE MANUAL BALANCING DAMPERS ON ALL BRANCH DUCTS SUCH THAT EVERY AIR TERMINAL CAN BE BALANCED. 4. RIGID METAL DUCTING SHALL BE USED FOR ALL VENTILATION. (NO FLEX DUCTS) 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS IN UNITS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 6. COORDINATE FINAL DIFFUSERS AND GRILLE LOCATIONS WITH ARCHITECTURAL RCPs AND ELEVATIONS. 7. PROVIDE AN UNRATED, OVERSIZED ACCESS PANEL (MIN SIZE 28"x36") IN CEILING FOR MAINTENANCE AND FUTURE REMOVAL OF ERV UNIT. 8. PROVIDE 6" HOOD VENT FOR EACH KITCHEN EXHAUST. 9. COVE HEATERS TO BE PROVIDE IN EACH LIVING SPACE AND BEDROOM. REFERENCE HEAT LOAD CALCULATIONS FOR SIZING. 10. PROVIDE 1/2" UNDERCUT AT ALL INTERIOR DOORS. 11. UNIT ERV ARE TO BE LOCATED WITHIN THE CEILING CAVITY WITHIN BOXED OUT FRAMING. REFERENCE STRUCTURAL PLANS FOR DETAILS. 12. DROPPED CEILINGS AND SOFFITS TO BE PROVIDED FOR MECHANICAL EQUIPMENT AND DUCTING. FINAL LOCATION PENDING FURTHER COORDINATION. REFERENCE ARCHITECTURAL PLANS FOR DETAILS. 13. CFM OF DOMESTIC HOODS TO BE A MINIMUM OF 100 CFM. REF ARCH PLANS FOR DETAILS. SHEET NOTES Note # Note Text 1 6" VENT CAP ON ERV INTAKE, ERV EXHAUST, AND RANGE HOOD EXHAUST (TYP) 2 6"0 CONNECTION TO RANGE HOOD. CONTRACTOR TO FIELD CONNECT. 3 ROUTE DUCT ABOVE TO JOIST -BAY. NO FIRE DAMPERS REQUIRED PER 2018 IBC 714.5.2 EXCEPTION 1. AGGREGATE AREA OF THE OPENINGS THROUGH THE FIRE MEMBRANE SHALL NOT EXCEED 100 SQ IN. IN ANY 100 SF OF CEILING AREA. HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �z U) Z Q zO w C' J Liu Z LLI U) w w V Q U) O �a Cy') N LLI 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 3 03/27/2023 CONFORMED S Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT lwulltmmalimm MECHANICAL TYPICAL UNIT PLANS - 1 BD SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,02 C 1 19 O I \ I I m I � EH-RES1 Cgl� 1-BED TYPE-B 6"x6" 1-BED TYPE-B B 004 1 50 CFM B 003 432 SF S1 6"x4" 479 SF 30 CFM 2 lO R 1 6„x6 �, I 2 6"x4" 50 CFM S1 20 CFM O S1 30 CFM m mJ m'_m EH-RES2 IRE RIS —B 120' 66 SF ERV-RES 3 0 6" EXHAUST UP' L MECJLC WHI 105 SF EH-MECH EH -FIRE DERV -REST S 1 6"x4" o 20 CFM " EXHAUST UP zz 22.� MECHANICAL TYPICAL UNIT PLAN - 1BD.ADA-B 1/4" = 1'-0" E F-ID F-B ELEC. B122 [---'27SF 01 • \_6" EXHAUST UP IEH-RES21 A �C 1_ C20 ; 21 MECHANICAL TYPICAL UNIT PLAN - 1BD.ADA-A 1/4" = 1'-0" GENERAL NOTES - TYPICAL UNIT PLANS 1. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 2. ALL DUCTWORK ROUTING, AIR TEMINAL LOCATIONS, AND EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL FINALIZE DUCT ROUTING, COORDINATE PROVISION OF SOFFITING WITH ARCHITECT AS NEEDED, AND COORDINATE LOCATIONS OF ALL HVAC ELEMENTS WITH STRUCTURE, LIGHTING PIPING, ETC. 3. PROVIDE MANUAL BALANCING DAMPERS ON ALL BRANCH DUCTS SUCH THAT EVERY AIR TERMINAL CAN BE BALANCED. 4. RIGID METAL DUCTING SHALL BE USED FOR ALL VENTILATION. (NO FLEX DUCTS) 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS IN UNITS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 6. COORDINATE FINAL DIFFUSERS AND GRILLE LOCATIONS WITH ARCHITECTURAL RCPs AND ELEVATIONS. 7. PROVIDE AN UNRATED, OVERSIZED ACCESS PANEL (MIN SIZE 28"x36") IN CEILING FOR MAINTENANCE AND FUTURE REMOVAL OF ERV UNIT. 8. PROVIDE 6" HOOD VENT FOR EACH KITCHEN EXHAUST. 9. COVE HEATERS TO BE PROVIDE IN EACH LIVING SPACE AND BEDROOM. REFERENCE HEAT LOAD CALCULATIONS FOR SIZING. 10. PROVIDE 1/2" UNDERCUT AT ALL INTERIOR DOORS. 11. UNIT ERV ARE TO BE LOCATED WITHIN THE CEILING CAVITY WITHIN BOXED OUT FRAMING. REFERENCE STRUCTURAL PLANS FOR DETAILS. 12. DROPPED CEILINGS AND SOFFITS TO BE PROVIDED FOR MECHANICAL EQUIPMENT AND DUCTING. FINAL LOCATION PENDING FURTHER COORDINATION. REFERENCE ARCHITECTURAL PLANS FOR DETAILS. 13. CFM OF DOMESTIC HOODS TO BE A MINIMUM OF 100 CFM. REF ARCH PLANS FOR DETAILS. SHEET NOTES Note # Note Text 1 6" VENT CAP ON ERV INTAKE, ERV EXHAUST, AND RANGE HOOD EXHAUST (TYP) 2 6"0 CONNECTION TO RANGE HOOD. CONTRACTOR TO FIELD CONNECT. 3 ROUTE DUCT ABOVE TO JOIST -BAY. NO FIRE DAMPERS REQUIRED PER 2018 IBC 714.5.2 EXCEPTION 1. AGGREGATE AREA OF THE OPENINGS THROUGH THE FIRE MEMBRANE SHALL NOT EXCEED 100 SQ IN. IN ANY 100 SF OF CEILING AREA. HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O Wz Z Q ZO w C' J Liu Z W U) Lu L.0 V Q U) O�aL0 c� N L L0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 P 3 03/27/2023 S' rO 5823 4 U CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: MECHANICAL TYPICAL UNIT PLANS - 1 B D .ADA SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,0 MECHANICAL 1/4" = 1'-011 TYPICAL MIRRORED MECHANICAL 1/4" = 1'-011 TYPICAL GENERAL NOTES - TYPICAL UNIT PLANS 1. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 2. ALL DUCTWORK ROUTING, AIR TEMINAL LOCATIONS, AND EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL FINALIZE DUCT ROUTING, COORDINATE PROVISION OF SOFFITING WITH ARCHITECT AS NEEDED, AND COORDINATE LOCATIONS OF ALL HVAC ELEMENTS WITH STRUCTURE, LIGHTING PIPING, ETC. 3. PROVIDE MANUAL BALANCING DAMPERS ON ALL BRANCH DUCTS SUCH THAT EVERY AIR TERMINAL CAN BE BALANCED. 4. RIGID METAL DUCTING SHALL BE USED FOR ALL VENTILATION. (NO FLEX DUCTS) 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS IN UNITS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 6. COORDINATE FINAL DIFFUSERS AND GRILLE LOCATIONS WITH ARCHITECTURAL RCPs AND ELEVATIONS. 7. PROVIDE AN UNRATED, OVERSIZED ACCESS PANEL (MIN SIZE 28"x36") IN CEILING FOR MAINTENANCE AND FUTURE REMOVAL OF ERV UNIT. 8. PROVIDE 6" HOOD VENT FOR EACH KITCHEN EXHAUST. 9. COVE HEATERS TO BE PROVIDE IN EACH LIVING SPACE AND BEDROOM. REFERENCE HEAT LOAD CALCULATIONS FOR SIZING. 10. PROVIDE 1/2" UNDERCUT AT ALL INTERIOR DOORS. 11. UNIT ERV ARE TO BE LOCATED WITHIN THE CEILING CAVITY WITHIN BOXED OUT FRAMING. REFERENCE STRUCTURAL PLANS FOR DETAILS. 12. DROPPED CEILINGS AND SOFFITS TO BE PROVIDED FOR MECHANICAL EQUIPMENT AND DUCTING. FINAL LOCATION PENDING FURTHER COORDINATION. REFERENCE ARCHITECTURAL PLANS FOR DETAILS. 13. CFM OF DOMESTIC HOODS TO BE A MINIMUM OF 100 CFM. REF ARCH PLANS FOR DETAILS. SHEET NOTES Note # Note Text 1 6" VENT CAP ON ERV INTAKE, ERV EXHAUST, AND RANGE HOOD EXHAUST (TYP) 2 6"0 CONNECTION TO RANGE HOOD. CONTRACTOR TO FIELD CONNECT. 3 ROUTE DUCT ABOVE TO JOIST -BAY. NO FIRE DAMPERS REQUIRED PER 2018 IBC 714.5.2 EXCEPTION 1. AGGREGATE AREA OF THE OPENINGS THROUGH THE FIRE MEMBRANE SHALL NOT EXCEED 100 SQ IN. IN ANY 100 SF OF CEILING AREA. HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �z U) Z Q zO w C' J Liu Z LLI U) w w V Q U) O �a Cy') N LLI 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 P Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT lwulltmmalimm MECHANICAL TYPICAL UNIT PLANS -2BD SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,04 MECHANICAL TYPICAL - UNITS D205 & D305 GENERAL NOTES - TYPICAL UNIT PLANS 1. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 2. ALL DUCTWORK ROUTING, AIR TEMINAL LOCATIONS, AND EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL FINALIZE DUCT ROUTING, COORDINATE PROVISION OF SOFFITING WITH ARCHITECT AS NEEDED, AND COORDINATE LOCATIONS OF ALL HVAC ELEMENTS WITH STRUCTURE, LIGHTING PIPING, ETC. 3. PROVIDE MANUAL BALANCING DAMPERS ON ALL BRANCH DUCTS SUCH THAT EVERY AIR TERMINAL CAN BE BALANCED. 4. RIGID METAL DUCTING SHALL BE USED FOR ALL VENTILATION. (NO FLEX DUCTS) 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS IN UNITS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 6. COORDINATE FINAL DIFFUSERS AND GRILLE LOCATIONS WITH ARCHITECTURAL RCPs AND ELEVATIONS. 7. PROVIDE AN UNRATED, OVERSIZED ACCESS PANEL (MIN SIZE 28"x36") IN CEILING FOR MAINTENANCE AND FUTURE REMOVAL OF ERV UNIT. 8. PROVIDE 6" HOOD VENT FOR EACH KITCHEN EXHAUST. 9. COVE HEATERS TO BE PROVIDE IN EACH LIVING SPACE AND BEDROOM. REFERENCE HEAT LOAD CALCULATIONS FOR SIZING. 10. PROVIDE 1/2" UNDERCUT AT ALL INTERIOR DOORS. 11. UNIT ERV ARE TO BE LOCATED WITHIN THE CEILING CAVITY WITHIN BOXED OUT FRAMING. REFERENCE STRUCTURAL PLANS FOR DETAILS. 12. DROPPED CEILINGS AND SOFFITS TO BE PROVIDED FOR MECHANICAL EQUIPMENT AND DUCTING. FINAL LOCATION PENDING FURTHER COORDINATION. REFERENCE ARCHITECTURAL PLANS FOR DETAILS. 13. CFM OF DOMESTIC HOODS TO BE A MINIMUM OF 100 CFM. REF ARCH PLANS FOR DETAILS. SHEET NOTES Note # Note Text 1 6" VENT CAP ON ERV INTAKE, ERV EXHAUST, AND RANGE HOOD EXHAUST (TYP) 2 6"0 CONNECTION TO RANGE HOOD. CONTRACTOR TO FIELD CONNECT. 3 ROUTE DUCT ABOVE TO JOIST -BAY. NO FIRE DAMPERS REQUIRED PER 2018 IBC 714.5.2 EXCEPTION 1. AGGREGATE AREA OF THE OPENINGS THROUGH THE FIRE MEMBRANE SHALL NOT EXCEED 100 SQ IN. IN ANY 100 SF OF CEILING AREA. HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �z U) Z Q zO w C' J Liu Z LLI U) w w V Q U) O �a Cy') N LLI 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 3 03/27/2023 CONFORMED S Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT lwulltmmalimm MECHANICAL TYPICAL UNIT PLANS -2BD SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,0 !15�()6 MECHANICAL TYPICAL UNIT PLAN - 3BD MIRRORED 1/4" = 1'-011 m MECHANICAL TYPICAL UNIT PLAN - 3BD 1/4" = 1'-011 GENERAL NOTES - TYPICAL UNIT PLANS 1. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 2. ALL DUCTWORK ROUTING, AIR TEMINAL LOCATIONS, AND EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL FINALIZE DUCT ROUTING, COORDINATE PROVISION OF SOFFITING WITH ARCHITECT AS NEEDED, AND COORDINATE LOCATIONS OF ALL HVAC ELEMENTS WITH STRUCTURE, LIGHTING PIPING, ETC. 3. PROVIDE MANUAL BALANCING DAMPERS ON ALL BRANCH DUCTS SUCH THAT EVERY AIR TERMINAL CAN BE BALANCED. 4. RIGID METAL DUCTING SHALL BE USED FOR ALL VENTILATION. (NO FLEX DUCTS) 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS IN UNITS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 6. COORDINATE FINAL DIFFUSERS AND GRILLE LOCATIONS WITH ARCHITECTURAL RCPs AND ELEVATIONS. 7. PROVIDE AN UNRATED, OVERSIZED ACCESS PANEL (MIN SIZE 28"x36") IN CEILING FOR MAINTENANCE AND FUTURE REMOVAL OF ERV UNIT. 8. PROVIDE 6" HOOD VENT FOR EACH KITCHEN EXHAUST. 9. COVE HEATERS TO BE PROVIDE IN EACH LIVING SPACE AND BEDROOM. REFERENCE HEAT LOAD CALCULATIONS FOR SIZING. 10. PROVIDE 1/2" UNDERCUT AT ALL INTERIOR DOORS. 11. UNIT ERV ARE TO BE LOCATED WITHIN THE CEILING CAVITY WITHIN BOXED OUT FRAMING. REFERENCE STRUCTURAL PLANS FOR DETAILS. 12. DROPPED CEILINGS AND SOFFITS TO BE PROVIDED FOR MECHANICAL EQUIPMENT AND DUCTING. FINAL LOCATION PENDING FURTHER COORDINATION. REFERENCE ARCHITECTURAL PLANS FOR DETAILS. 13. CFM OF DOMESTIC HOODS TO BE A MINIMUM OF 100 CFM. REF ARCH PLANS FOR DETAILS. SHEET NOTES Note # Note Text 1 6" VENT CAP ON ERV INTAKE, ERV EXHAUST, AND RANGE HOOD EXHAUST (TYP) 2 6"0 CONNECTION TO RANGE HOOD. CONTRACTOR TO FIELD CONNECT. 3 ROUTE DUCT ABOVE TO JOIST -BAY. NO FIRE DAMPERS REQUIRED PER 2018 IBC 714.5.2 EXCEPTION 1. AGGREGATE AREA OF THE OPENINGS THROUGH THE FIRE MEMBRANE SHALL NOT EXCEED 100 SQ IN. IN ANY 100 SF OF CEILING AREA. HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �� U) Z Q zO w C' J Liu Z LLI U) w Cl) LL DC w V Q U) O�aL0 N L L0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 P 3 03/27/2023 SQN rOU4RM 5823 DEVELOPMENT SERVICES DEPARTMENT MECHANICAL TYPICAL UNIT PLANS-3BD SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,0 MECHANICAL TYPICAL UNIT PLAN - 3BD MIRRORED - UNITS C204 & C304 1/4" = 1'-011 GENERAL NOTES - TYPICAL UNIT PLANS 1. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 2. ALL DUCTWORK ROUTING, AIR TEMINAL LOCATIONS, AND EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL FINALIZE DUCT ROUTING, COORDINATE PROVISION OF SOFFITING WITH ARCHITECT AS NEEDED, AND COORDINATE LOCATIONS OF ALL HVAC ELEMENTS WITH STRUCTURE, LIGHTING PIPING, ETC. 3. PROVIDE MANUAL BALANCING DAMPERS ON ALL BRANCH DUCTS SUCH THAT EVERY AIR TERMINAL CAN BE BALANCED. 4. RIGID METAL DUCTING SHALL BE USED FOR ALL VENTILATION. (NO FLEX DUCTS) 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS IN UNITS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 6. COORDINATE FINAL DIFFUSERS AND GRILLE LOCATIONS WITH ARCHITECTURAL RCPs AND ELEVATIONS. 7. PROVIDE AN UNRATED, OVERSIZED ACCESS PANEL (MIN SIZE 28"x36") IN CEILING FOR MAINTENANCE AND FUTURE REMOVAL OF ERV UNIT. 8. PROVIDE 6" HOOD VENT FOR EACH KITCHEN EXHAUST. 9. COVE HEATERS TO BE PROVIDE IN EACH LIVING SPACE AND BEDROOM. REFERENCE HEAT LOAD CALCULATIONS FOR SIZING. 10. PROVIDE 1/2" UNDERCUT AT ALL INTERIOR DOORS. 11. UNIT ERV ARE TO BE LOCATED WITHIN THE CEILING CAVITY WITHIN BOXED OUT FRAMING. REFERENCE STRUCTURAL PLANS FOR DETAILS. 12. DROPPED CEILINGS AND SOFFITS TO BE PROVIDED FOR MECHANICAL EQUIPMENT AND DUCTING. FINAL LOCATION PENDING FURTHER COORDINATION. REFERENCE ARCHITECTURAL PLANS FOR DETAILS. 13. CFM OF DOMESTIC HOODS TO BE A MINIMUM OF 100 CFM. REF ARCH PLANS FOR DETAILS. SHEET NOTES Note # Note Text 1 6" VENT CAP ON ERV INTAKE, ERV EXHAUST, AND RANGE HOOD EXHAUST (TYP) 2 6"0 CONNECTION TO RANGE HOOD. CONTRACTOR TO FIELD CONNECT. 3 ROUTE DUCT ABOVE TO JOIST -BAY. NO FIRE DAMPERS REQUIRED PER 2018 IBC 714.5.2 EXCEPTION 1. AGGREGATE AREA OF THE OPENINGS THROUGH THE FIRE MEMBRANE SHALL NOT EXCEED 100 SQ IN. IN ANY 100 SF OF CEILING AREA. MECHANICAL TYPICAL UNIT PLAN - 3BD MIRRORED -UNITS A201 & A�301 1/4" = 1'-011 HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �z U) z Q zo 0 w C' J Liu Z LLI U) w w V Q U) O �a Cy') N LLI 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 3 03/27/2023 CONFORMED S Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MECHANICAL TYPICAL UNIT PLANS-3BD SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,0 D MECHANICAL 1/4" = 1'-011 TYPICAL UNIT PLAN - 313D.ADA-13 i Z4 j MECHANICAL ,/1 /4 = 1 -0 TYPICAL UNIT PLAN - 3BD.ADA-A GENERAL NOTES - TYPICAL UNIT PLANS 1. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 2. ALL DUCTWORK ROUTING, AIR TEMINAL LOCATIONS, AND EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL FINALIZE DUCT ROUTING, COORDINATE PROVISION OF SOFFITING WITH ARCHITECT AS NEEDED, AND COORDINATE LOCATIONS OF ALL HVAC ELEMENTS WITH STRUCTURE, LIGHTING PIPING, ETC. 3. PROVIDE MANUAL BALANCING DAMPERS ON ALL BRANCH DUCTS SUCH THAT EVERY AIR TERMINAL CAN BE BALANCED. 4. RIGID METAL DUCTING SHALL BE USED FOR ALL VENTILATION. (NO FLEX DUCTS) 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS IN UNITS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 6. COORDINATE FINAL DIFFUSERS AND GRILLE LOCATIONS WITH ARCHITECTURAL RCPs AND ELEVATIONS. 7. PROVIDE AN UNRATED, OVERSIZED ACCESS PANEL (MIN SIZE 28"x36") IN CEILING FOR MAINTENANCE AND FUTURE REMOVAL OF ERV UNIT. 8. PROVIDE 6" HOOD VENT FOR EACH KITCHEN EXHAUST. 9. COVE HEATERS TO BE PROVIDE IN EACH LIVING SPACE AND BEDROOM. REFERENCE HEAT LOAD CALCULATIONS FOR SIZING. 10. PROVIDE 1/2" UNDERCUT AT ALL INTERIOR DOORS. 11. UNIT ERV ARE TO BE LOCATED WITHIN THE CEILING CAVITY WITHIN BOXED OUT FRAMING. REFERENCE STRUCTURAL PLANS FOR DETAILS. 12. DROPPED CEILINGS AND SOFFITS TO BE PROVIDED FOR MECHANICAL EQUIPMENT AND DUCTING. FINAL LOCATION PENDING FURTHER COORDINATION. REFERENCE ARCHITECTURAL PLANS FOR DETAILS. 13. CFM OF DOMESTIC HOODS TO BE A MINIMUM OF 100 CFM. REF ARCH PLANS FOR DETAILS. SHEET NOTES Note # Note Text 1 6" VENT CAP ON ERV INTAKE, ERV EXHAUST, AND RANGE HOOD EXHAUST (TYP) 2 6"0 CONNECTION TO RANGE HOOD. CONTRACTOR TO FIELD CONNECT. 3 ROUTE DUCT ABOVE TO JOIST -BAY. NO FIRE DAMPERS REQUIRED PER 2018 IBC 714.5.2 EXCEPTION 1. AGGREGATE AREA OF THE OPENINGS THROUGH THE FIRE MEMBRANE SHALL NOT EXCEED 100 SQ IN. IN ANY 100 SF OF CEILING AREA. HOUSING r HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �z U) Z Q zO w C' J Liu Z L L1 U) w C/) 111111E � w V Q U) O �a Cy') N LL1 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 P Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT lwulltmmalimm MECHANICAL TYPICAL UNIT PLANS - 3113D.ADA SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,0 12"x6" \ R2 200 CFM CF-1 O IHP-A3-A 6"x6" R3 75 CFM 8 R3 6"x6" FSD-A2&A3 E 25 CFM m ao STORAGE A114 F/ limic J ERV-A A- -TOILET FA-1 1-3-1 53 SF C 0 m 0 CO2) L 0 o� 1 0 IHP- 3-B I I -I CF-1 12"x8" S2 300 CFM R3 6"x6" 25 CFM x2"x12" 75 CFM EXHAUST LOUVER, 1.5 SQ. FT. NFA M D-A3-S 1 s PACKAGES II II A121 81 SF MD-A2-S m 6"x6" ao R3 75 CFM m w ERV-A2 2 STORAGEV53 Al 00 O 53 SF 0 CORRIDOR A 1070 S6 17 51 25CFM S62CFM �TJ SERVICES OFFICE Al 22 166 SF S5 12"x12" 75 CFM MECHANICAL ENLARGED PLAN - BUILDING A - LEVEL 1 1 /4" = 1'-011 t OUTSIDE AIR INTAKE LOUVER, 1.5 SQ. FT. NFA FSD-A2&A3-S 6"o CONSULTATION 108 12"x12" 11� 0 5 50 CFM R45 0 5CFM PROVIDE CLEARANCE PER MANUFACTURER REQUIREMENTS (TYP) 12"x12 50 CF1 jol 12"S5 12"x12" 50 100 CFM SECURE FILE J) O A104 R4 12 x12 98 4 12"x12" COP Wd4KCFM 50 CFM _105 O 97 SF — n n— n- 8"o 6"x" 6"x6" ,� ,� 6 S6 25 CIF S6 25 CFM S6 25 CFM 6"x6" S6 25 CFM IHP-A4 O O25 CFM 2 S6 R4 12" 2" 12"x12" 75 CF 75 CFM PROPERTY OFFICE Al 33 165 SF R4 100 CFM 8O 1 25 CFM S6 11 (ABOVE) (BELOW) I 10"x8" (2) O STO AGE Al 23 95 3 F IHP-A5 S4 12"x12" 100 CFM 30 FSD-CORR O 6"0 8"o 6"0 SERVICES OFF CE SERVICES OFFICE COM ITY PROPERTY ERV-A1 A107 A106 O P 2 12"x12" OFFICE 163 SF 163 SF A120 R4 75 CFM A102 O O 136 SF 166S5 12"x12" IHP-A2 75 CFM 6"0 S 12"x12" S5 12"x12" 7 75 CFM 75 CFM 8"0 6"0 8"o 8"o / �FSD-AII-S� '\ TFSD-AlOUTSIDE AIR INTAKE�MD-A1-S EXHAUST LOUVER, 1 SQ. FT. NFA LOUVER,1 SQ. FT. NFA ENLARGED PLAN SHEET NOTES Note # I Note Text 1 REF PLUMBING PLANS FOR CONDENSATE TERMINATION. 2 PROVIDE ACCESS PANEL FOR MECHANICAL EQUIPMENT IN CEILING 11"r-P%1-r'1 12"x8" S2 200 CFM 0 _6"x6" 50 CFM CIF II COMMUNITY A 1071 513 SF (CO2)12"x8" R2 100 CFM I O O CF-1 0 GENERAL NOTES - ENLARGED PLANS 1. THERMOSTATS SHALL BE LOCATED AWAY FROM ANY POTENTIAL SOURCES FOR FALSE READINGS SUCH AS OPERABLE WINDOWS, DIRECT SUNLIGHT, ETC. 2. ALL DUCTWORK ROUTING, AIR TEMINAL LOCATIONS, AND EQUIPMENT LOCATIONS ARE APPROXIMATE. CONTRACTORS SHALL FINALIZE DUCT ROUTING, COORDINATE PROVISION OF SOFFITING WITH ARCHITECT AS NEEDED, AND COORDINATE LOCATIONS OF ALL HVAC ELEMENTS WITH STRUCTURE, LIGHTING PIPING, ETC. 3. PROVIDE MANUAL BALANCING DAMPERS ON ALL BRANCH DUCTS SUCH THAT EVERY AIR TERMINAL CAN BE BALANCED. 4. RIGID METAL DUCTING SHALL BE USED FOR ALL VENTILATION. (NO FLEX DUCTS) 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO ENSURE ALL EXHAUST TERMINATIONS IN UNITS MEET THE CLEARANCES REQUIRED IN THE 2018 INTERNATIONAL MECHANICAL CODE TO OPERABLE OPENINGS, INTAKES, AND MECHANICAL EQUIPMENT. 6. COORDINATE FINAL DIFFUSERS AND GRILLE LOCATIONS WITH ARCHITECTURAL RCPs AND ELEVATIONS. 7. PROVIDE AN UNRATED, OVERSIZED ACCESS PANEL (MIN SIZE 28"x36") IN CEILING FOR MAINTENANCE AND FUTURE REMOVAL OF ERV UNIT. 8. PROVIDE 1/2" UNDERCUT AT ALL INTERIOR DOORS. 9. IN ACCORDANCE WITH 2O18 IBC 717.5.4 EXCEPTION 4-ALL DUCTS CROSSING WALLS WITH FIRE -RESISTANCE RATING OF 1-HOUR OR LESS SHALL BE CONSTRUCTED OF SHEET STEEL NOT LESS THAN NO. 26 GAUGE THICKNESS AND SHALL BE CONTINUOUS WITHOUT OPENINGS FROM THE AIR -HANDLING APPLIANCE OR EQUIPMENT TO THE AIR OUTLET AND INLET THERMINALS LOCATED ON THE OPPOSITE SIDE OF THE WALL ASSEMBLY. 11nr-r% 1-01 AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE ­"�j 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 ry r ON M; W am Cn O Wz Z Q zO LU C' J LLJ U) Z W `; LU m L.0 V Q U) = O J a c.0 M N mc L L0 N00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 1 10/19/22 BID SET 2 01 /04/2023 P Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MECHANICAL ENGLARGED PLAN - BUILDING A SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 M 5,0 9 1. DUCT 2. SHEET -METAL STRAP 1" (25.4-MM) WIDE OF SAME METAL GAUGE AS DUCT. 3. ANGLE - NOT LESS THAN 1"x1"x1/8" (25.425.43MM), SIZED TO MATCH DUCT. 4. SHEET -METAL BAND 1" (25.4-MM) WIDE OF SAME METAL GAUGE AS DUCT. 5. ALL -THREAD HANGER ROD WITH ACCESSORIES AS USED FOR LIGHT PIPE HANGER. SHEET METAL DUCT HANGERS 1211 — 1'-01' nrSPLICE 1 r PLACE \ ACTUATOR BETWEE IN N SIDE POCKET LOUVERS SEE ARCH DWGS FOR RAINSCREEN DETAIL CAULK LOUVER CAULK SIP PANEL NOTES: 1. CONTRACTOR SHALL COORDINATE REQUIRED WALL OPENING SIZE FOR FINAL LOUVER SELECTION WITH SIP PANEL MANUFACTURER. OUTDOOR AIR NATURAL VENT LOUVER DETAIL 1211 = 1'-01' EXPANSION onnnr�. 4/11 MIN AT TOF SIDE BOLT OR TACK WELD ANGLE T SLEEVE ON 6" CENTERS. DO INC FASTEN ANGLE OR SLEEVE TO WAI I I I I I I I I I I I ACCESS DOOR AS REQUIRED TO SERVICE FIRE DAMPER FIRE DAMPER/ACTUATOR IF PENETRATES FIRE-W_ SOUND -LINED ACOUSTIC TRANSFER BOOT 1211 — 1'-01' MOUNT TO SIP ACCORDING TO SIP MANUFACTURER'S INSTRUCTIONS (TYP) BUG SCREEN MOUNTING BRACKET SIZE OF DUCT DROP TO MATCH NECK SIZE OF GRILLE (TYP) U01 USE 45 DEGREE THROAT AT TAP VD MOUNT TO SIP PANEL ROOF ACCORDING TO SIP MANUFACTURER'S INSTRUCTIONS ARCH FOR DETAILS jNEOPRENE VIBRATION ISOLATORS, SIZED FOR 1/2" TOTAL STATIC ET/OUTLET FROM DEFLECTION :ER BOOT, SIZED FPM MAX / 1/2" THREADED ROD, TYPICAL HVAC UNIT 4' LONG MINIMUM ACOUSTIC TRANSFER BOOT, SEE LOCK NUT, TYPICAL PLANS FOR SIZING NOTES: LINING 1. EQUIPMENT MOUNTING AND CONNECTION AND SEISMIC RESTRAINTS TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL CENTERLINE RADIUS EQUALS 1.5 TIMES WIDTH. NO TURNING VANES REQUIRED UNLESS OTHERWISE NOTED MIN 36" BEFORE VD AND AFTER ELBOW 30 DEGREE MAX PROVIDE REDUCER RFLOW UPSTREAM OF y � 15 DEGREE TYP 1 BRANCH INLET CONICAL OR LO-LOSS 45 DEGREE FITTING RADIUSED WYE BRANCHES. ALTERNATE SQUARE ELBOWS WITH TURNING VANES ALLOWABLE WHERE DUCT VELOCITIES ARE LESS THAN 1500 FPM NOTES PROVIDE REDUCER AT CONNECTION TO GRILLE WHERE BRANCH DUCT IS OVERSIZED 1. PROVIDE DUCT LINER AND/OR EXTERNAL DUCT INSULATION AS NOTED ON PLANS OR IN SPECIFICATIONS 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND BUILDING CODE REQUIREMENTS 3. LOCATE MANUAL BALANCING DAMPERS IMMEDIATELY DOWNSTREAM OF EACH DUCT TAP 4. MAINTAIN MINIMUM 36" CLEARANCE BETWEEN LEADING OR TRAILING ELBOW JOINT AND DUCT TAP FITTINGS 5. TURNING VANES REQUIRED ON RECTANGULAR DUCT SYSTEM ELBOWS. SINGLE THICKNESS VANES UP TO 25" HEIGHT AND DOUBLE THICKNESS VANES IN DUCTS GREATER THAN 25" HEIGHT RADIUSED ELBOWS MAY BE USED AS AN ALTERNATE 6. NO TURNING VANES REQUIRED ON DUCT SIZES LESS THAN 180 SQ IN IF DUCT VELOCITY IS LESS THAN 1500 FPM RETURN EXHAUST DUCT FITTINGS 1211 = 1'-01' CONICAL OR LO- LOSS 45 DEGREE BOOT FITTING WITH VOLUME DAMPER ROUND NECK DIFFUSER (TYP) ROUND SHEET METAL DUCT FLEXIBLE DUCT 7' MAX LENGTH W/ ONE 90 DEGREE BEND VIBRATION ISOLATION 1211 — 1'-01' VD 45 DEGREE LO-LOSS BOOT TAP OR CONICAL TAP SQUARE TO ROUND TRANSITION TRANSITION VD 15 DEGREE TYPICAL, 30 DEGREE MAXIMUM 7 TYPICAL SQUARE NECK DIFFUSER SIZE OF DUCT DROP TO MATCH DIFFUSER NECK SIZE VD VDT VD MIN 36" BEFORE AND AFTER ELBOW VD CENTERLINE RADIUS EQUALS 1.5 TIMES WIDTH i REDUCER TO MATCH ` DIFFUSER NECK SIZE IF BRANCH DUCT IS OVERSIZED. LOCATE AT CONNECTION TO DIFFUSER } SPLITTER DAMPER WHERE AIRFLOW SHOWN. DO NOT USE ON VAV SYSTEMS NOTES 1. PROVIDE DUCT LINER AND/OR EXTERNAL DUCT INSULATION AS NOTED ON PLANS OR IN SPECIFICATIONS 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND BUILDING CODE REQUIREMENTS 3. LOCATE MANUAL BALANCING DAMPERS IMMEDIATELY DOWNSTREAM OF EACH DUCT TAP 4. CUSHION HEADS OR BILL HEAD TEES ARE NOT ALLOWED 5. MAINTAIN MINIMUM 36" CLEARANCE BETWEEN LEADING OR TRAILING ELBOW JOINT AND DUCT TAP FITTINGS 6. RADIUSED ELBOWS OR TURNING VANES REQUIRED ON RECTANGULAR DUCT SYSTEM ELBOWS SINGLE THICKNESS VANES UP TO 25" HEIGHT AND DOUBLE THICKNESS VANES IN DUCTS GREATER THAN 25" HEIGHT SUPPLY DUCT FITTINGS 1211 = 1'-01' HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 R 31 M W a V ♦ O u) z Z Q ZO 0 w C' J U Z W U) Lu w V Q = O J a c� N Uj o N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: MECHANICAL DETAILS A SCALE: 12" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: M810 INDOOR UNIT DISCONI SHALL BE RECESSI CEILING, SU DISCONNECT TO ECO- FOR RE STRUCTURE ATION ISOLATION SMIC STRAPPING, 'EQUIRED -ING RECESSED DOR UNIT EILING TILE 11IXL I V IXINI LLE MAINTENANCE ACCESS NOTES: 1. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL. INSTALL SEISMIC RESTRAINTS IF REQUIRED CEILING RECESSED FAN COIL DETAIL 1 211 = 1 1-011 SHEET METAL SHEET METAL TO CEILING FIR GWB CEILING MIN. FOR TOP JCT DNNECTION MIN. FOR SIDE JCT DNNECTION GWB CEILING (TYPICAL RETURN/EXHAUST GRILLE) CEILING GRILLE DETAIL 1 211 = 1 1-011 EXPANSION SPACE: 1/2" MIN AT TOP, 1/4" MIN EACH SIDE BOLT OR TACK WELD ANGLE TO SLEEVE ON 6" CENTERS. DO NOT FASTEN ANGLE OR SLEEVE TO WALL FASTEN DAMPER TO SLEEVE WITH SHEET METAL SCREWS ❑ o OR WELD FIRE DAMPER ACTUATOR INDICATED DUCT CONNECTION SHEET METAL BOOT. FASTEN TO CEILING GRILLE FOR T-BAR CEILINGS T-BAR CEILING FIREWALL 2"x2"x1/8" ANGLE ON ALL FOUR SIDES OF DUCT AND BTHIDE 0 S SOF FIREWALL 14 GAUGE SHEET METAL SLEEVE THRU WALL DAMPER UNIT ROUND OR RECTANGULA R DUCT ACCESS DOOR \ AS REQUIRED a TO SERVICE FIRE SHEET METAL EXTENSION FOR DAMPER ATTACHMENT OF DUCTWORK. CONNECT DUCT TO FASTEN EXTENSION SECURELY EXTENSION USING TO FLANGE OF DAMPER AND TO PLAIN S SLIPS. SLEEVE THRU WALL PROVIDE ONE SHEET METAL SCREW THRU THE S SLIP ON EACH VERTICAL SIDE. FIRE/SMOKE DAMPER CONNECTION DETAIL 1211 = 11-011 2 MOUNT TO SIP PANEL ROOF ACCORDING TO SIP MANUFACTURER'S INSTRUCTIONS EISMIC TRAPPING, IF EQUIRED FLEXCV IN IN- I IV IN (TYP) NOTES: 1. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL. INSTALL SEISMIC RESTRAINTS IF REQUIRED CEILING HUNG MECH EQUIPMENT DETAIL 1 211 = 1 1-011 )-1 ROOF LOPEn SIDE VIEW STRUCTURE CUSTOM EXT MANUFF COORDINATE E HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com 'ING ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 NOTES: 1. COORDINATE FAN LOCATION WITH LIGHTS AND SPRINKLER HEADS (MINIMUM 3' DISTANCE). 2. INTERLOCK FANS LARGER THAN 60' WITH FIRE SYSTEM, TURN FANS OFF IN THE EVENT OF AN ALARM. 3. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL INSTALL SEISMIC RESTRAINTS IF REQUIRED CEILING FAN MOUNTING DETAIL 1 211 = 1 1-011 GENERAL NOTE: 1. PROVIDE VRF OUTDOOR UNIT BASE DESIGN AS A DEFERRED SUBMITTAL. DESIGN SHALL BE STAMPED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER. NUMBER NOTES: 1. PROVIDE STRUCTURAL INTERSTITIAL ANGLE IRON MOUNTING MEMBER OR SIMILAR ATTACHED DIRECTLY TO BOTTOM OF UNIT MOUNTING FLANGE AND PROVIDE CROSS BRACING FOR RIGIDITY. ENSURE IT CARRIES FULL MOUNTING FOOT WIDTH ON UNIT. FINAL SPECIFICATION OF MEMBER BY STRUCTURAL ENGINEER OF RECORD. 2. PROVIDE BRAIDED COPPER FLEXIBLE CONNECTOR, R410A RATED, 650PSI MAX WORKING PRESSURE, PACKLESS INDUSTRIES OR EQUAL ON ALL MAIN PIPING DOWNSTREAM OF TWINNING KITS/CONVERGING FITTINGS PRIOR TO PENETRATION THROUGH ROOF. 3. PIPE ROOF CURB, FLASHED AND SEALED WATER TIGHT, PROVIDE FLEXIBLE WATER TIGHT COLLAR TO ALLOW FOR MOVEMENT WHERE PIPE ENTERS CURB. DO NOT ENTER PIPE CURB FROM VERTICAL DIRECTION. COORDINATE OPENING WITH GENERAL CONTRACTOR. 4. TYPICAL BASE SUPPORT POSTS, SECURELY ANCHORED TO BUILDING STRUCTURE BELOW, QUANTITY, SIZE, AND CARRYING CAPACITY DETERMINED BY STRUCTURAL ENGINEER OF RECORD. 5. STRUCTURAL ANGLE IRON BASE MOUNTING FRAME WITH CROSS MEMBERS FOR RIGIDITY - FINAL SIZING BY STRUCTURAL ENGINEER OF RECORD. 6. VIBRATION SPRING SLR TYPE ISOLATORS (MASON INDUSTRIES OR EQUIV.) WITH RUBBER BASE PADS, SECURELY FASTENED TO STRUCTURAL BASE AND TO VRF UNIT INTERSTITIAL SUPPORT STEEL. SPRING ISOLATOR TO PROVIDE MINIMUM 1" DEFLECTION OR 10 TIMES THE STATIC DEFLECTION OF THE ROOF DECK FROM EQUIPMENT WEIGHT - DETERMINED BY STRUCTURAL ENGINEER OF RECORD. AT A MINIMUM, PROVIDE SPRING ISOLATORS AT EACH EQUIPMENT BASE MOUNTING HOLE LOCATION. 7. IF REQUIRED, ONLY SUPPORT LATERAL PIPE EMANATING FROM VRF UNIT CONNECTIONS BY CROSS MEMBER SUPPORT THAT IS ATTACHED DIRECTLY TO VRF UNIT MOUNTING ANGLE IRON FRAME ABOVE SPRING ISOLATORS. DO NOT ATTACH ANY PIPING TO LOWER FIXED SUPPORT BASE. 8. USE NEOPRENE ISOLATION COLLARS ON PIPE CLAMS WHEN FASTENING PIPING TO SUPPORTS. 9. USE LONG RADIUS SWEEPING COPPER ACR TUBE PIPE BENDS WHERE PIPE ENTERS BUILDING AT FIRST ELBOW INTO CEILING SPACE TO MINIMIZE REFRIGERANT FLOW NOISE AND VIBRATION. 10. ALL ELECTRICAL CONNECTIONS TO UNITS TO BE VIA FLEXIBLE CONDUIT, PROVIDE SUFFICIENT SLACK TO ALLOW FOR UNIT MOVEMENT ON SPRING ISOLATORS. 11. ENSURE CROSS MEMBERS OF INTERSTITIAL FRAME AND BOTTOM SUPPORT FRAME ARE NOT DIRECTLY BELOW ENDS OF MODULES IN ALL LOCATIONS AND DO NOT BLOCK DRAINAGE WEEP HOLES IN BOTTOM OF UNIT CASING, FAILURE TO DO THIS MAY RESULT IN ICE DAMMING/BUILDUP BENEATH UNIT AND SUBSEQUENT BUILDUP OF ICE IN BOTTOM OF UNIT CASING BELOW COIL AND POTENTIAL DAMAGE TO BOTTOM OF COIL. 12. WHEN SELECTING SPRING ISOLATORS ALWAYS CONSIDER WEIGHT DISTRIBUTION BY REFERENCING EQUIPMENT WEIGHT AND CENTER OF GRAVITY. NEAR RIGHT ENDS OF UNITS (VIEWED FROM FRONT PANEL) SPRING WEIGHT CAPACITY MAY BE LARGER. IF HIGHER SPRING WEIGHT CAPACITY IS REQUIRED VS OTHER SPRING LOCATIONS, CONSIDER AN ADDITIONAL SPRING OF EQUAL "K" VALUE (Ibs/in) NEAR RIGHT END OF LAST MODULE. IN GENERAL IT IS RECOMMENDED TO SELECT ALL MOUNTING SPRINGS OF EQUIVALENT "K" VALUE (Ibs/in). VRF OUTDOOR UNIT MOUNTING DETAIL 1 211 = 1 1-011 R M; W a O �z CO Z Q zO LU C' J LL1 W 3;Z Lu w V Q U) O �a c� Cy') N L 0 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: MECHANICAL DETAILS B SCALE: 12" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: M8m02 E 3 4 7 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 CIO] PLUMBING GENERAL NOTES THE FOLLOWING NOTES APPLY TO ALL PLUMBING DRAWINGS. ADDITIONAL PLUMBING NOTES MAY BE INDICATED ON EACH PLUMBING DRAWING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. INSTALL ALL WASTE LINE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE UNIFORM PLUMBING CODE. ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1/41, PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE "ADMINISTRATIVE AUTHORITY" IN WRITING FOR A SHALLOWER SLOPE. IN NO CASES SHALL SEWER PIPING BE INSTALLED AT LESS THAN 1/8" PER FT SLOPE. IN NO CASES WILL PIPING SMALLER THAN 4" BE INSTALLED AT SLOPES SHALLOWER THAN 1/4" PER FOOT. PIPING INSTALLED AT 1/8"/FT SHALL BE RESIZED PER CHAPTER 7 OF THE UNIFORM PLUMBING CODE AND SUPPORTING CALCULATION SUBMITTED TO ENGINEER FOR REVIEW. PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT. THIS SHALL ALSO INCLUDE PROVIDING INTEGRAL STOPS ON ALL SHOWER AND TUB/SHOWER VALVES (WHETHER SPECIFIED OR NOT). PROVIDE WASTE TRAPS AT ALL DIRECT CONNECTED EQUIPMENT IN ACCORDANCE WITH CODE AND THE SPECIFICATIONS. INSULATE P-TRAPS EXPOSED IN UNHEATED SPACES. SEE ARCHITECTURAL DRAWINGS FOR ROOM ELEVATIONS AND PLUMBING FIXTURE HEIGHTS, AS WELL AS ROUGH -IN DIMENSIONS AND OTHER DETAILS. ALSO SEE ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS OF ALL PLUMBING FIXTURES INCLUDING REQUIREMENTS FOR FLUSH LEVER LOCATION AT ADA COMPLIANT TOILETS AND VALVE LOCATIONS OF ADA SHOWERS. REPORT ALL DISCREPANCIES TO ENGINEER PRIOR TO ANY WORK. PLUMBING DRAWINGS SHOW APPROXIMATE LOCATIONS OF PLUMBING FIXTURES. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. COORDINATE FLOOR DRAINS FOR MECHANICAL SPACES WITH MECHANICAL EQUIPMENT BEING SERVED. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF PLUMBING EQUIPMENT (VOLTAGES, ETC). ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE LISTED SHALL BE IDENTIFIED BY THE CONTRACTOR, SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 26 ELECTRICAL PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. PROVIDE PLUMBING ANCHORAGE AND EXPANSION EVERY 100' PIPE LENGTH PER CODE. ACCESS PANELS ARE REQUIRED AT ALL CONCEALED VALVES AND EQUIPMENT. COORDINATE LOCATION AND SIZE WITH ARCHITECT. STUB OUT TO SITE SERVICES 5' OUTSIDE BUILDING FOUNDATION. PIPE SIZE, FIXTURE UNITS, AREA DRAINED, INVERT ELEVATION, SIZES, AND SQUARE FOOTAGES AS INDICATED. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. INSULATE PIPING PER WSEC C404.6 AND PER DIVISION 22 SPECIFICATIONS (WHICHEVER IS GREATER). GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE WITH PIPING BELOW DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY. PIPING INSTALLED ADJACENT TO ELECTRICAL CABLE TRAYS SHALL ALLOW MINIMUM ACCESS OF 6" IF RUNNING PARALLEL AND ABOVE CABLE TRAYS, ALLOW 18" TO THE SIDE OF CABLE TRAYS. COORDINATE LOCATIONS OF PLUMBING EQUIPMENT TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND SERVICE ACCESS DUE TO EQUIPMENT MAINTENANCE. REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS, VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM PIPE SECTIONS. WHERE PIPE SIZES ARE NOT SHOWN ON DRAWINGS, SIZE PIPING PER THE UNIFORM PLUMBING CODE. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW PIPING OFFSETS WHICH MAY BE REQUIRED. ALL WATER PIPING IN UNHEATED SPACES SHALL BE HEAT TRACED AND INSULATED. PRIOR TO SUBMITTING ALL PLUMBING FIXTURES THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE SPECIFIED FIXTURE WITH THE SIZES OF FINISH CABINETRY AS IDENTIFIED IN GENERAL CONTRACTOR'S SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN THE SIZE OF THE FIXTURES SPECIFIED AND THE FINISH CABINETRY SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTAL. PLUMBING VENTS SHALL TERMINATE MINIMUM 10' FROM FRESH AIR INTAKES PER CODE. LABEL ALL PIPING SYSTEMS PER THE IMC AND UPC. SUPPORT AND BRACE PIPING SYSTEMS IN ACCORDANCE WITH UPC SECTION 314 AND AS REQUIRED IN THE SPECIFICATIONS. TEST HYDRONIC PIPING PER IMC 1208. ALL MATERIALS IN CONTACT WITH PIPING SYSTEMS SHALL BE COMPATIBLE FOR USE WITH AND FOR CONTACT WITH THE PIPING MATERIAL CONTRACTORS AND TRADES SHALL VERIFY COMPATIBILITY OF THEIR PRODUCTS WITH THE PIPING SYSTEMS. THIS INCLUDES, BUT IS NOT LIMITED TO, FIRE STOPPING SEALANTS, FIRE STOPPING COLLARS, VIBRATION ISOLATION ELEMENTS, THERMAL INSULATION, EXPANSION JOINTS AND ANY MATERIAL IN CONTACT WITH PIPES. ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL. PIPE BURIAL METHODS FOR BELOW GRADE PIPING SHALL COMPLY WITH MFR INSTALLATION INSTRUCTIONS, ASTM D 2321 AND ASTM F1668. FAILURE TO FOLLOW THESE REQUIREMENTS CAN LEAD TO PIPE FAILURE. ALL ITEMS IN CONTACT WITH POTABLE WATER SHALL COMPLY WITH THE NATIONAL "REDUCTION OF LEAD IN DRINKING WATER ACT" S.3874. PLUMBING LEGEND SYMBOL DESCRIPTION A101 SECTION/ELEVATION VIEW 1 DETAIL VIEW A101 W PLUMBING EQUIPMENT TAG P-1 TYP # PLUMBING FIXTURE TAG TMV-1 PLUMBING ACCESSORIE TAG OSHEET NOTE TAG Al WASTE RISER TAG Al REVISION TAG D ENVELOPE PENETRATION PLAN - SECTION - SCHEMATIC CHECK VALVE V� BALL VALVE g� GATE VALVE MOTOR CONTROL VALVE o� PRESSURE REGULATING VALVE PRESURE RELEIF VALVE Do- BACK FLOW PREVENTER MANUAL BALANCING VALVE THERMOSTATIC BALANCING VALVE -I- UNION GAS PRESSURE REGULATOR WATER METER (P) PRESSURE GAUGE TEMPERATURE GAUGE a PUMP D EXPANSION TANK LINE TYPES - - --CW COLD WATER PIPING HW HOT WATER PIPING --- ---HWC HOT WATER CIRCULATION PIPING W WASTE PIPING - - - - - V VENT PIPING COND CONDENSATE PIPING �As GAS PIPING FP FIRE PROTECTION PIPING 2018 WSEC TABLE C403.2.9 MINIMUM PIPE INSULATION THICKNESS(THICKNESS IN INCHES) FLUID OPERATING TEMPERATURE RANGE AND USAGE (°F) INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE (inches) CONDUCTIVITY Btu•in/(h•ft2•OF)Ab MEAN RATING TEMPERATURE, OF <1 1 TO < 1-1/2 1-1/2 TO < 4 4 TO < 8 > 8 - >350 0.32 - 0.34 250 4.5 5.0 5.0 5.0 5.0 251-350 0.29 - 0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0 141-200 0.25 - 0.29 125 1.5 1.5 2.0 2.0 2.0 105-140 0.21 - 0.28 100 1.0 1.0 1.5 1.5 1.5 40-60 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0 <40 0.20 - 0.26 75 0.5 1.0 1.0 1.0 1.5 A. FOR PIPING SMALLER THAN 1-1/2 INCH (38 MM) AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, REDUCTION OF THESE THICKNESSES BY 1 INCH (25 MM) SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE B) BUT NOT TO A THICKNESS LESS THAN 1 INCH (25 MM). B. FOR INSULATION OUTSIDE THE STATED CONDUCTIVITY RANGE, THE MINIMUM THICKNESS (T) SHALL BE DETERMINED AS FOLLOWS: T = R{(1 + T/R)K/K - 11 WHERE: T = MINIMUM INSULATION THICKNESS, R = ACTUAL OUTSIDE RADIUS OF PIPE, T = INSULATION THICKNESS LISTED IN THE TABLE FOR APPLICABLE FLUID TEMPERATURE AND PIPE SIZE, K = CONDUCTIVITY OF ALTERNATE MATERIAL AT MEAN RATING TEMPERATURE INDICATED FOR THE APPLICABLE FLUID TEMPERATURE (BTU X IN/H X FT X °F) AND K = THE UPEER VALUE OF THE CONDUCTIVITY RANGE LISTED IN THE TABLE FOR THE APPLICABLE FLUID TEMPERATURE. C. FOR DIRECT -BURIED HEATING AND HOT WATER SYSTEM PIPING, REDUCTION OF THESE THICKNESSES BY 1-1/2 INCHES SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE B BUT NOT TO THICKNESSES LESS THAN 1 INCH.) PLUMBING ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION ARCH ARCHITECT BFF BELOW FINISHED FLOOR BV BALANCING VALVE CTE CONNECT TO EXISTING CV CHECK VALVE CW COLD WATER DCVA DOUBLE CHECK VALVE ASSEMBLY DF DRINKING FOUNTAIN DFU DRAIN FIXTURE UNIT DIA DIAMETER DN DOWN DWV DRAIN WASTE VENT ELEV ELEVATION ESV EARTHQUAKE SHUT-OFF VALVE F FIRE FCO FLOOR CLEAN OUT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FLR FLOOR FP FIRE PROTECTION FS FLOOR SINK FV FLUSH VALVE FW FIRE WATER GC GENERAL CONTRACTOR GCO GRADE CLEAN OUT GI GREASE INTERCEPTOR GPF GALLONS PER FLUSH GPM GALLONS PER MINUTE GW GREASE WASTE HD HUB DRAIN HW HOT WATER HWR HOT WATER RETURN IE INVERT ELEVATION IW INDIRECT WASTE JSK JANITOR SINK LAV LAVATORY LPG LIQUEFIED PETROLEUM GAS MPG MEDIUM PRESSURE GAS NP NON -POTABLE OHP OUTDOOR HEAT PUMP PG PRESSURE GAUGE POC POINT OF CONNECTION PSI POUNDS PER SQUARE INCH RCW RECLAIMED/NON-POTABLE COLD WATER RL RAINLEADER RPBP REDUCED PRESSURE BACKFLOW PREVENTER RR RESTROOM S STORM SH SHOWER SK SINK SSV SERVICE SHUT-OFF VALVE SW SANITARY WASTE TP TRAP PRIMER TYP TYPICAL UR URINAL V VENT VTR VENT THRU ROOF W WASTE WC WATER CLOSET WCO WALL CLEAN OUT WM WASHING MACHINE WSFU WATER SUPPLY FIXTRUE UNITS LAVATORY MIXING VALVES PER THE 2018 UPC 407.3 WATER DELIVERED TO PUBLIC -USE LAVATORIES SHALL BE LIMITED TO A MAXIMUM TEMPERATURE OF 120°F BY A DEVICE THAT IS IN ACCORDANCE WITH ASSE 1070 OR CSA B125.3 THE WATER HEATER CONTROL IS NOT CONSIDERED A CONTROL MEETING THIS PROVISION. PUBLIC -USE LAVATORIES SHALL BE DEFINED AS A HAND SINK ADJACENT TO WATER CLOSETS OR URINALS IN NON -LOCKING BATHROOMS INTENDED FOR AN OCCUPANCY OF MORE THAN ONE PERSON AT A TIME. PLUMBING CONTRACTOR TO PROVIDE MIXING VALVES FOR PUBLIC LAVATORIES PER FIXTURE SCHEDULE. PIPING MATERIALS - SANITARY DRAINAGE CONDENSATE PIPING SHALL BE TYPE "L" COPPER WITH WROT COPPER FITTINGS OR SCH 40 PVC. SANITARY DRAINAGE PIPING SHALL BE SOUND INSULATED WRAPPED PVC PIPING IN ALL RESIDENTIAL AREAS INCLUDING VERTICAL WASTE STACKS AND ALL DWELLING UNITS WASTE PIPING. PIPING MATERIALS - WATER ALL DOMESTIC WATER PIPING 3-1/2" AND LARGER TO BE STAINLESS STEEL PIPING WITH STAINLESS STEEL FITTINGS, OR CPVC SCHED 80 WITH CPCV FITTINGS. ALL DOMESTIC WATER PIPING 3" AND SMALLER TO BE PEX TUBING WITH PEX FITTINGS. ALL IRRIGATION PIPING TO BE COPPER TUBING AND FITTINGS. PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SIZES CALLED OUT ON PLANS. MAXIMUM WATER VELOCITIES WITHIN PIPING SHALL BE AS FOLLOWS: STAINLESS TUBE AND FITTING SYSTEMS - 10 FT/SEC ON COLD WATER PIPING, 5FT/SEC ON HOT WATER PIPING, 3 FT/SEC ON HOT WATER RECIRC PIPING. PEX TUBE AND FITTING SYSTEMS - 10 FT/SEC ON COLD WATER PIPING, 8 FT/SEC ON HOT WATER PIPING, 2 FT/SEC ON HOT WATER RECIRC PIPING. MAX ALLOWABLE PRESSURE DROP FROM FRICTION FOR ENTIRE PIPING AND FITTING SYSTEM IS 30 PSI. PROVIDE DIELECTRIC UNIONS WHERE GALVANICALLY DISSIMILAR METALS JOIN. PLUMBING SHEET LIST Sheet Number Sheet Name P0.01 PLUMBING GENERAL NOTES P0.02 PLUMBING SCHEDULE P2.01 PLUMBING - FOUNDATION PLAN - BUILDING A & B P2.02 PLUMBING - FOUNDATION PLAN - BUILDING C & D P2.11 PLUMBING - FLOOR PLAN - LEVEL 1 - BUILDING A & B P2.12 PLUMBING - FLOOR PLAN - LEVEL 1 - BUILDING C & D P2.21 PLUMBING - FLOOR PLAN - LEVEL 2 - BUILDING A & B P2.22 PLUMBING - FLOOR PLAN - LEVEL 2 - BUILDING C & D P2.31 PLUMBING - FLOOR PLAN - LEVEL 3 - BUILDING A & B P2.32 PLUMBING - FLOOR PLAN - LEVEL 3 - BUILDING C & D P2.41 PLUMBING - ROOF PLAN - BUILDING A & B P2.42 PLUMBING - ROOF PLAN - BUILDING C & D P3.01 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG A P3.02 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG B P3.03 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG C P3.04 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG D P4.01 PLUMBING - WATER RISER DIAGRAM - BUILDING A P4.02 PLUMBING - WATER RISER DIAGRAM - BUILDING B P4.03 PLUMBING - WATER RISER DIAGRAM - BUILDING C P4.04 PLUMBING - WATER RISER DIAGRAM - BUILDING D P4.05 PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING A P4.06 PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING B P4.07 PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING C P4.08 PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING C P4.09 PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING D P4.10 PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING D P5.01 PLUMBING - ENLARGED UNIT PLANS P5.02 PLUMBING - ENLARGED UNIT PLANS P5.03 PLUMBING - ENLARGED UNIT PLANS P5.04 PLUMBING - ENLARGED AREA PLANS P8.01 PLUMBING DETAILS P8.02 PLUMBING DETAILS HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �z U) Z Q zO Lu C' J LL1 W 3;Z Lu Cl) LL w V Q U) = O �Cy') a c.0 CV Liu 0 CV 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description 2 01/04/2023 PERMIT RESUBM. Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING GENERAL NOTES SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: Polo PLUMBING - FIXTURES TAG DESCRIPTION MANUFACTURER MODEL FLOW (GPM/GPF) PIPE CONNECTION (INCH) NOTES CW HW W V BT-1 BATHTUB/SHOWER COMBO AQUATIC 2603CTH 1.5 1/2" 1/2" 2" 1 1/2" FAUCET: DELTA T13420-H20 BT-2 ACCESSIBLE BATHTUB/SHOWER COMBO AQUATIC 2603CTH 1.5 1/2" 1/2" 2" 1 1/2" FAUCET: DELTA T13420-H2O WITH RPW324HDF AND GRAB BARS DF-1 DRINKING FOUNTAIN ELKAY EMABFTL8WSLK 0.0 1/2" 0" 0" 0" FD-1 FLOOR DRAIN ZURN Z415B 0.0 0" 0" 2" 1 1/2" FLOOR DRAIN FOR MECH AREAS FD-2 FLOOR DRAIN ZURN Z415B 0.0 0" 0" 3" 2" FLOOR DRAIN FOR WATER STORAGE AREAS FD-3 FLOOR DRAIN ZURN Z415S 0.0 0" 0" 2" 1 1/2" FLOOR DRAIN FOR AMENITY/INTERIOR RESIDENT AREAS FS-1 FLOOR SINK ZURN FD2375 0.0 0" 0" 3" 2" FLOOR SINK FOR PRV DISCHARGE ETC. HB-1 HOSE BIBB WOODFOD 68 0.0 3/4" 0" 0" FREEZE PROTECTED HOSE BIBB FOR EXTERIOR BUILDING LOCATIONS HD-1 HUB DRAIN ZURN Z1870 0.0 0" 0" 4" 3" HUB DRAIN FOR FIRE VALVES DRAIN NEEDS L-1 LAVATORY AMERICAN STANDARD AQUALYN 0.5 1/2" 1/2" 2" 1 1/2" DROP IN SINK; FAUCET: DELTA 523LF-HGMHDF, WATERSENSE RATED L-2 LAVATORY - AMENITY RESTROOMS AMERICAN STANDARD LUCERNE 0.5 1/2" 1/2" 2" 1 1/2" ACCESSIBLE WALL HUNG SINK; FAUCET: DELTA 523LF-HGMHDF, WATERSENSE RATED MS-1 MOP SINK FIAT MSB2424 0.0 3/4" 3/4" 3" 2" CHICAGO MOP SINK STYLE FAUCET 897 SH-1 SHOWER AQUATIC 13636FHARF 1.5 1/2" 1/2" 2" 1 1/2" FAUCET: DELTA T13420-H2O; WATERSENSE RATED SH-2 ACCESSIBLE SHOWER AQUATIC 1603BFST 1.5 1/2" 1/2" 2" 1 1/2" FAUCET: DELTA T13420-H2O WITH RPW324HDF; WATERSENSE RATED SK-1 SINK ELKAY DLR 331910 1.5 1/2" 1/2" 2" 1 1/2" FAUCET: DELTA 10OLF-HDF SK-2 SINK - ACCESSIBLE UNIT ELKAY BPSR2317 1.5 1/2" 1/2" 2" 1 1/2" FAUCET: DELTA 1959LF SK-3 SINK -AMENITY AREAS ELKAY PSLVR1917 1.5 1/2" 1/2" 2" 1 1/2" ACCESSIBLE DEAPTH, SINGLE BASIN, DROP -IN, FAUCET: DELTA 1959LF SK-4 SINK - HAND WASHING ELKAY BPSR15 1.5 1/2" 1/2" 2" 1 1/2" SINGLE BASIN HAND WASHING SINK, FAUCET DELTA 1959LF SK-5 SINK - UTILITY FIAT SERV-A-SINK FL-1 2.5 1/2" 1/2" 2" 1 1/2" FREESTANDING UTILITY SINK. WITH CHICAGO FAUCET 772 UR-1 URINAL AMERICAN STANDARD MAYBROOK 0.1 1/2" 0"1 2" 1 1/2" PINT URINAL; WATERSENSE RATED WB-1 WASHER BOX SOUIX CHIEF OXBOX 0.0 1/2" 1/2" 2" 0" CLOTHES WASHER CONNECTION BOX WITH WATER HAMMER ARRESTOR INTEGRAL WC-1 WATER CLOSET NIAGARA STEALTH N7717 0.8 1" 0" 3" 2" STEALTH PRESSURE ASSIST; WATER SENSE RATED WC-2 WATER CLOSET - ACCESSIBLE UNITS AND AMENITY NIAGARA STEALTH N7717 0.8 1" 0" 3" 2" STEALTH PRESSURE ASSIST; WATER SENSE RATED PLUMBING - ACCESSORIES PIPE CONNECTION DIAMETER (INCH) TAG MANUFACTURER MODEL DESCRIPTION SERVICE CW HW W V FLOW VOLUME NOTES EXP-A AMTROL TBD EXPANSION TANK DOMESTIC WATER 0.000 0.000 0.0 gal EXP-B AMTROL TBD EXPANSION TANK DOMESTIC WATER 0.000 0.000 0.0 gal EXP-C AMTROL TBD EXPANSION TANK DOMESTIC WATER 0.000 0.000 0.0 gal EXP-D AMTROL TBD EXPANSION TANK DOMESTIC WATER 0.000 0.000 0.0 gal TMV-A CALEFFI LEGIONMIX 6000 TEMPERATURE MIXING VALVE HOT WATER 0.000 0.000 0 GPM 0.0 gal TMV-B CALEFFI LEGIONMIX 6000 TEMPERATURE MIXING VALVE HOT WATER 0.000 0.000 0 GPM 0.0 gal TMV-C CALEFFI LEGIONMIX 6000 TEMPERATURE MIXING VALVE HOT WATER 0.000 0.000 0 GPM 0.0 gal TMV-D CALEFFI LEGIONMIX 6000 TEMPERATURE MIXING VALVE HOT WATER 0.000 0.000 0 GPM 0.0 gal TP-1 SIOUX CHIEF PRIME PERFECT MECHANICAL TRAP PRIMER WASTE 0.250 0.000 0 GPM 0.0 gal LOCATED IN MECHANICAL ROOMS TP-2 SIOUX CHIEF TRAP EASE GRAVITY TRAP PRIMER WASTE 0.250 0.000 0 GPM 0.0 gal LOCATED IN AMENITY RESTROOMS PLUMBING - HEAT TRACE TAG MANUFACTURER MODEL VOLTS/PHASE NOTES HTC-1 NVENT RAYCHEM AMC-F5 CONTROLLER WITH 5XLE1-CR 120V 5W/FT HEAT TRACE FOR WATER LINES BETWEEN OUTDOOR HEAT PUMP UNITS AND WATER HEATER PLANT ROOM IN BLDG A HTC-2 NVENT RAYCHEM AMC-F5 CONTROLLER WITH 5XLE1-CR 120V 5W/FT HEAT TRACE FOR WATER LINES BETWEEN OUTDOOR HEAT PUMP UNITS AND WATER HEATER PLANT ROOM IN BLDG B HTC-3 NVENT RAYCHEM AMC-F5 CONTROLLER WITH 5XLE1-CR 120V 5W/FT HEAT TRACE FOR WATER LINES BETWEEN OUTDOOR HEAT PUMP UNITS AND WATER HEATER PLANT ROOM IN BLDG C HTC-4 NVENT RAYCHEM AMC-F5 CONTROLLER WITH 5XLE1-CR I 120V 5W/FT HEAT TRACE FOR WATER LINES BETWEEN OUTDOOR HEAT PUMP UNITS AND WATER HEATER PLANT ROOM IN BLDG D TAG MANUFACTURER MODEL VOLUME (G. WH-A A.O. SMITH DRE-120-12 120.0 gal WH-B A.O. SMITH DRE-120-12 120.0 gal WH-C A.O. SMITH DRE-120-18 120.0 gal WH-D A.O. SMITH DRE-120-12 120.0 qal PLUMBING - ELECTRIC WATER HEATER PHYSICAL DATA DIMENSIONS FULL WEIGHT (LBS) DIAMETER (IN) HEIGHT (IN) 5' - 3" 1000 lb 5' - 3" 1000 lb 5' - 3" 1000 lb 5' - 3" 1000 lb TAG MANUFACTURER MODEL DESCRIPTION ST-Al A.O. SMITH TBD HOT WATER STORAGE TANK ST-A2 A.O. SMITH TBD HOT WATER STORAGE TANK ST-B1 A.O. SMITH TBD HOT WATER STORAGE TANK ST-B2 A.O. SMITH TBD HOT WATER STORAGE TANK ST-Cl A.O. SMITH TBD HOT WATER STORAGE TANK ST-C2 A.O. SMITH TBD HOT WATER STORAGE TANK ST-D1 A.O. SMITH TBD HOT WATER STORAGE TANK ST-D2 A.O. SMITH TBD HOT WATER STORAGE TANK ELECTRICAL DATA PIPE CONNECTIONS POWER (kW) FLA VOLTS/PHASE CW (IN) HW (IN) 0.000 0.000 12.3 kW 34 208V/3PH 0.000 0.000 12.3 kW 34 208V/3PH 0.000 0.000 18.0 kW 50 208V/3PH 0.000 0.000 12.3 kW 34 208V/3PH PLUMBING - STORAGE TANKS DIMENSIONS (INCH) I FILLED VOLUME (GAL) WEIGHT (LBS) PIPE CONNECTION (INCH) RADIUS HEIGHT CW HW 1'- 8" 6' - 8" 285.0 gal 2950 lb 1'- 8" 6' - 8" 285.0 gal 2950 lb 1'- 8" 6' - 8" 285.0 gal 2950 lb 1'- 8" 6' - 8" 285.0 gal 2950 lb 1' - 11" 7' - 8" 455.0 gal 7500 lb 1' - 11" 7' - 8" 455.0 gal 7500 lb 1'- 8" 6' - 8" 285.0 gal 2950 lb 1'- 8" 6' - 8" 285.0 qal 2950 lb NOTES NOTES PLUMBING - HEAT PUMP WATER HEATER HEAT CAP COP -SEASONAL MCA PIPE CONNECTIONS WEIGHT TAG MANUFACTURER MODEL SERVICE REFRIGERANT (BTU/HR @ 47F) (80/47/17 DEG F) VOLT/PHASE (AMPS) (INCH) SOUND (DbA) (LBS) NOTES HPWH-A1 SANCO2 GS4-45HPC DHW - BLDG A R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-A2 SANCO2 GS4-45HPC DHW - BLDG A R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-A3 SANCO2 GS4-45HPC DHW - BLDG A R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-B1 SANCO2 GS4-45HPC BHW - BLDG B R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-B2 SANCO2 GS4-45HPC BHW - BLDG B R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-B3 SANCO2 GS4-45HPC BHW - BLDG B R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-C1 SANCO2 GS4-45HPC DHW - BLDG C R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-C2 SANCO2 GS4-45HPC DHW - BLDG C R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-C3 SANCO2 GS4-45HPC DHW - BLDG C R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-C4 SANCO2 GS4-45HPC DHW - BLDG C R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-D1 SANCO2 GS4-45HPC DHW - BLDG D R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-D2 SANCO2 GS4-45HPC DHW - BLDG D R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-D3 SANCO2 GS4-45HPC DHW - BLDG D R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HPWH-D4 SANCO2 GS4-45HPC DHW - BLDG D R744 (CO2) 15400 Btu/h 5.5 / 4.2 / 2.8 208V/1 PH 7.2 1/2" 37 110 Ib UEF 3.4 HOUSING HOPE we keep hope alive DESIGNS \� northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �z U) z = Q Z 0 0 LU C' J LL1 Z 3;W I- Lu U) LL w V Q U) O J a c� Cy') N mc � L0 N ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 2 01/04/2023 IPERMITRESUBM. KLbUb Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IK9J►1IRLI 'fi PLUMBING SCHEDULE SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: PO,02 A A\\ \\ \\ 4" FIRE WATER POC SEE CIVIL FOR CONTINUATION \\ \\ \V/ /. PLUMBING FOUNDATION PLAN - BLDG A & B 1/8" = 1'-0" 4" WASTE POC SEE CIVIL FOR CONTINUATION IE= APPROX 4' BFF SEE CIVIL FOR CONTINUATION IE= APPROX 2.8' BFF / %NN�N N 3" DOMESTIC WATER POC SEE CIVIL FOR CONTINUATION SEE CIVIL FOR BACKFLOW PREVENTOR 22.5 23 24 IIIIIIIII IIIIIIIII II III III III III III HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 us: e- If C.0 N O 00 W Cn 3: O �z U) Z Q zO LU w C' J W U) Z W `; w Um w V Q U) = O J a C.0 M N mc L N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev W-T Date Description 2 01/04/2023 IPERMITRESUBM. KEYPLAN Apr 04 2023 C CITY EDMONDS DE VELO F ENT SERVIC DEPARTMENT I DC� CONTENTS: PLUMBING - FOUNDATION PLAN - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P2mO 1 2 3 4 5 6 7 8 J 4" FIRE WATER POC SEE CIVIL FOR CONTINUATION U- d a;: - - '°° a ram.°' d a4 _ - ..- ° •- d'4 4 Q �° •-". a : a ° - - ,�9•_ - _ a. ° - d) °°° ' °d'•°d° •° d•'2(°2 •= d• °'-d, q ,° •A" °'d °3" DOMESTIC WATER POC 2 "W 1 (FROM RO M °- 77 °B, T ,UaSEE CIVIL FOR CONTINUATION (2DF d 4 4°P ° °(2DFU)3"W 2"W FROM BT /2"V U - ° 4 _ ° ad(2 FIRE (5DF° , ° a W"d 2o SEE CIVIL FOR BACKFLOW PREVENTOR 1-1/2"V UP1/2VUUW 3 ° ad d 4 4 2"W UP 2"W UP' (20 DFU °as W d 3n4- (4DFU) $a°2"W U2 DFU 4" ° (12 DF ° DFU DFU)° a° a °° °TP FROM ABOVEa"W W V UP 1-1/2D 3nV UP FROM HW 3CW UP 4ne 4"p e'Qe ° W2"W UP d a d °3W 33W FROM FS 3W(3 DFU)—`, ° d 12 DFU) 2"W (4 DFU), �' a - (3 DFU) (2 DFU) °.,° "W °W (3 DU)I�< d,2"V UP d 3W 3 ° 4 4 ° -a 2 W (12 DFU) a 2"W FROM FD FdDU) d 3FU) (2 D2,W ° aa° ,° d ° (8 DFU)AP� , e ° 3 . a 4 2W dUP TO GCO ° ° d°2VUP° °DFU .°1-1/2"V UP (2 3W FROM FD°d4° 2"W UPd d- a 2"W UP--'(3 DFU)-4 (3 DFU) - Q a° UP TO GCO o —I III III III I IIIIIIIIIII III —III —III IIIIIIIIIII IIII 4 �-4" WASTE POC SEE CIVIL FOR CONTINUATION IE= APPROX 3.9' BFF IILp' - 2„W -_ -' - _ ° _ `e°_�° °_ - °d d°-'• ,. _ _ 7 - d ° °;- - ° 4 d2 W-' n a ° ° UP TO GCO ;2nW (2DU) A' d. ° d d °_ (8 DFU) ° (2DFU);d. (2DFU) d _ _ 4 DFU4: 41 d.3��W:. a3"W ° °°d 2nW - 3"W_d 3"W ` ` a =1: 1 ° (12 DFU) a 4DFU ( ) 3 DFU ° a . 3 DFU ° ° , ":2DFU ° . 3 DFU° ?° 3 DFU , •° °.° " `d°_ 4 W P ° °-.d 11 - 11 °d ° d - - -,bd- d 11 °a 11 _d : ° - - $ �(8 DFU).- 3W oa - 3W ° 3W 3W,: °3W;_' d °° (3 DFU) 'a(24DFU): ° ° ° °(13 DFU) ° (13 DFU) , ° ':�2 DFU) °(13 DFU) `(13 DFU) ° W = 4` dp "d - - d - - - d - d^- ° °•4 - d°<. W.- - - - d °- °- °� -�A/ - a 4-1 n - -- 4"e - p - 4 - -; - -d'3Y"Qj �d - - °3W m °� 2W ° - _ d ° ° 1 D F U °. . 0(3 DFU) a 2 W d ° ¢d: 4 ( ). 3 W d , 2 W UP; ' (2 DFU) : m d ° 4 d ;° °(3 IDIF W ° °°. d 1 DFU 2nW<1 ^ ° 8 >d °d d 4e I ( ) , ° ' °d ` 11 l �_ ° $ a ° 2DFU °4"W 'FROM HD— ° - - - - d (1 DFU)° _ ° 1 1/2 V 1 1/2 V° d° 4°a °1 1/2 V- a 1 1/2 V ( �' 4 { ° -- - 2"V11 FROM BT ° 2nW 2nW ' d d, 2nW °ed 2nW < „ ° 1-1 /2"V ° °"d °d n. a 4� V d - ° (2 DFU):a d a' e ° °:' 2 DFU), ° (2 DFU 'Q \ ° (2 DFU),, d' ° . ° ° (2 DFU)m . °d _ ° d°- ¢'d°-- .° -do- ° c3°- d° - .9 ° °° -a °TPLINESUP��- 44 - d °a ° 1 a" ° „ $- ° _ 3_"W FROMFID d - - p Ad21 °a 3"W FROM FD b 4 3W FRO,2"V UP dI N� 1 PLUMBING FOUNDATION PLAN - BLDG C & D 1/8"=11-011 N� "111� / NN�� �3" DOMESTIC WATER POC /SEE CIVIL FOR CONTINUATION SEE CIVIL FOR BACKFLOW PREVENTOR ri-9) 20 ,-4" WASTE POC SEE CIVIL FOR CONTINUATION IE= APPROX 4.25' BFF 9 FIRE WATER POC :E CIVIL FOR CONTINUATION U /avU 0 N LU LU U) C .2 OD 06 Q z- C.1 co HOUSING i HOPE we keep hope alive DESIGNS L IN northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 R M; W am u) z Q 0 LU C' J LLI Z _ LLI - (� LU NW L.L � V Q I- OJaM C.0 N W00 N CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 2 01/04/2023 PERMIT RESUBM. KEYPLAN Apr 04 2023 C CITY F EDI NDS DEVELO ENT SERVIC DEPARTMENT CONTENTS: PLUMBING - FOUNDATION PLAN - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N P2,02 D� T 6 7 8 9 T T T ( 10 11 12 PLUMBING FLOOR PLAN - LEVEL 1 - BLDG A & B 118" = 1'-011 rm 6 m6- F1 HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W N O CD am Cn O �z U) Z Q O w C' J Liu Z L L1 U) w C/) � DC w V Q U) = O J a C.0 N LL1 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date I Description 3 03/27/2023 CONFORMED S KEYPLAN Apr 04 2023 C CITY EDMONDS DEVELO F ENT SERVIC DEPARTMENT PLUMBING - FLOOR PLAN - LEVEL 1 - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P20 2 (31 4 5 6 (7 �8 -----<O> PLUMBING FLOOR PLAN - LEVEL 1 - BLDG C & D 1/8" = 1'-011 HOUSING i HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W co N (D 00 m am Cn O �z U) Z Q O w C' J Liu Z L L1 U) w w V Q U) = O J a C.0 M N LL1 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description 2 01/04/2023 IPERMITRESUBM. KEYPLAN Apr 04 2023 C CITY EDMONDS DEVELO F ENT SERVIC DEPARTMENT 1w.Lt..a 1111m PLUMBING - FLOOR PLAN - LEVEL 1 - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P2m12 PLUMBING FLOOR PLAN - LEVEL 2 - BLDG A & B 118" = 1'-011 HOUSING AW\, HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W Cfl N O 00 am Cn O �z U) Z Q zO w C' J Liu Z LLI U) w w V Q U) = O J a C.0 M N LLI N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B KEYPLAN Apr 04 2023 C CITY EDMONDS DEVELO F ENT SERVIC DEPARTMENT CONTENTS: PLUMBING - FLOOR PLAN - LEVEL 2 - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N P2,21 (A.3 D �1 (2 3 4 5 6 7) I I I I I 1 1 15 16 (17) (18i 19 20j 21 PLUMBING 1/8" = 1'-011 FLOOR PLAN - LEVEL 2 - BLDG C & D w w W m Q c� z 0 J m HOUSING HOPE we keep hope alive ih�DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 - 'Lk `==--*"R 05 W am Cl) O �z U) Z Q O Lu C' J LLI - W 3;Z LU Nw L.L V Q U) = O J a C.0 M N LLI N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description 2 01/04/2023 IPERMITRESUBM. KEYPLAN Apr 04 2023 C CITY EDMONDS DEVELO F ENT SERVIC DEPARTMENT C CB 1w.Lt..a 1111m PLUMBING - FLOOR PLAN - LEVEL 2 - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N P2m22 CV Ch CV D_ W W W O 0 00 6l � �J 9 10 11) 12 PLUMBING FLOOR PLAN - LEVEL 3 - BLDG A & B 1/8"=11-011 C22 HOUSING HOPE we keep hope alive DESIGNS I northwest ARCHITECTS I P.O. Box 1 27 0 10031 SR 532, Suite B I Stanwood, WA 98292 www. designs nw. com I I ECOTOPE I 1 1 9 17 1 ST AvE, #300 SEATTLE WA 9S 1 o 1 I PH: (206) 322-3753 FAX: (206) 325-7270 N O 00 W I m ¢¢ O �z z Q zO w C' J L Z LJ.I U) w [Ifco V Q OJaM U Lo 00 N 00 � CONSTRUCTION � DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B KEYPLAN Apr 04 2023 C CITY EDMONDS DEVELO F ENT SERVIC DEPARTMENT CONTENTS: PLUMBING - FLOOR PLAN - LEVEL 3 - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N P2,31 T T 3 I � T5) � 6 ,1 7 4 I 3-BED 2-BED 2-BED 2-BED D306 D305 D304 D3 33 922 SF 678 SF 689 SF 689 SF 1�2 2"V UP TO VTR 00 2"V UP TO VTR (46 DFU) 00(88 DFU) UNIT WATER7�UNITWATER o 0 0 0RISERS DNRISERS DNoil O o 0 0 UNIT WATER / RISERS DN J III THERMOSTATIC BALANCING VALVE TYPICAL AT ALL HW TO HWC CONNECTIONS I 1_. �17) 18j PLUMBING FLOOR PLAN - LEVEL 3 - BLDG C & D 1/8" = 1'-0" UNITWATER RISERS DN,_j I - I 0 2-BED 2-BED D302 D3 11 689 SF 733 SF III 2"V UP TO VTR (33 DFU) III UNIT WATER o 0 d � I RISERS DIN,0 0 0 0 , D 0 --- UNIT WATER RISERS DN (?0 A J,11 "HWC DN 21 1-1 AW\ HOUSING 8 HOPE we keep hope alive DESIGNS 1 L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 w ww. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 05 W U) M O z N z W z w a � � w co C' J Q � z0 Z W U) J LU m w 0L U) V Q c� O J a M N LLI N ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description 2 01/04/2023 PERMIT RESUBM. RESUff- KEYPLAN Apr 04 2023 C CITY F EDMONDS DEVELO ENT SERVIC DEPARTMENT CONTENTS: PLUMBING - FLOOR PLAN - LEVEL 3 - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N P2,32 \ N LU LU Of) 0 06 U z J D m D \ 6 7) 8 ,,•; 9 ,.,i 10 11 12 I I I Ii / 3"VTR rA II m 0 El / 3VTR 0 }"0,/ (34 DFU) A � 21 22 22.5 23 24 25 PLUMBING ROOF PLAN - BLDG A & B 1/8" = 1'-011 HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 0 W am Cn O �mmWz z Q 0 LU C' J LLJ Z - LLI U) LU Cl) LL Nw L.L V Q U) = O J a C.0 M N mc � Lf') N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description 2 01/04/2023 IPERMITRESUBM. KEYPLAN Apr 04 2023 C CITY F EDMONDS DEVELO ENT SERVIC DEPARTMENT D B CONTENTS: PLUMBING - ROOF PLAN - BUILDING A &B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N P2m41 T 3 4 5 i 3" VTR (80 DFU) PLUMBING ROOF PLAN - BLDG C & D 1/8" = 1'-0" 3" VTR �®8 DFU) 6 7 I I 3" VTR +jd(33 DFU) 8 AIW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W C N LU O co z W U m � Q Q � Q Q w z C' J m Z W U) w w V Q U) O J a M N LLI N ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description 2 01/04/2023 IPERMITRESUBM. KEYPLAN Apr 04 2023 C CITY M EDONDS DEVELO F ENT SERVIC DEPARTMENT D B CONTENTS: PLUMBING - ROOF PLAN - BUILDING C &D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N P2m42 HPWH A3 1„ 'n 1 1 (1) HPWH A2 1„ (1) HPWH Al 1„ MECHANICAL ROOM (17) 311 / T -- 4 � _ (13) I ' I I I I I I I I I I I I I I I (20) I I I I 311 (22) 2 --� -- (13) (13) 1n I ------------� T T4 311 311 --------------------- 4 (19) PLUMBING - HPWH SCHEMATIC - BLDG A 1/8" = 1'-011 LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PUMP PIPE-T MIXING VALVE T&P RELIEF VALVE PMP # EQUIPMENT TAG MANUAL AND AUTOMATIC AIR BLEED QTEMPERATURE SENSOR PIPE UNION FM FLOW METER PIPE FLOW DIRECTION Cb� BALL VALVE 31, PIPE SIZE BALANCING VALVE --- CW PIPING SPRING CHECK VALVE HW PIPING INLINE Y-STRAINER HWC PIPING I I ' SHEET NOTES (1) SEE HPWH EQUIPMENT DETAIL 4/P8.02 (2) DIRECT -75% OF FLOW THROUGH PIPING PATH UNDER NO LOAD CONDITION WITH CONTINUOUS HWC PUMP OPERATION (3) DIRECT =25% OF FLOW THROUGH PIPING PATH UNDER NO LOAD CONDITION WITH CONTINUOUS HWC PUMP OPERATION (4) PROVIDE 12" HEAT TRAP (5) EQUIPMENT DRAIN (6) ROUTE T&P RELIEF TO DRAIN (7) BAG FILTER (PENTAK, WF-1) (8) INLINE PIPE STRAINER (9) AUTOMATIC AIR BLEED (10) MANUAL AIR BLEED AT HIGH POINT IN DHW ROOM (11) NOT USED (12) NOT USED (13) WIRE TO CONTROLLER (TYPICAL) (14) ALL HW AND HWC PIPING SHALL BE INSULATED TO CODE LEVELS. REFER TO HW1.00 FOR MORE INFORMATION. (15) ALL PIPE CLAMPS ON HOT WATER PIPING SHALL BE FREE OF THERMAL BRIDGES (16) NOT USED (17) CONTROL WIRE, CONNECT TO HPWH (TYPICAL) (18) CONTROL WIRE, CONNECT TO SENSOR (TYPICAL) (19) R-10 THERMAL ISOLATION (20) PROVIDE SEISMIC BRACING (21) CONNECT TO BUILDING COLD WATER SUPPLY LINE. (22) PROVIDE EQUAL DISTANCE PIPING TO HPWHs TO BALANCE FLOW. CW SUPPLY LINE TO HPWHs SHALL BE EXTENDED TO ACHIEVE EQUAL DISTANCE PIPING. MINIMIZE OUTGOING HW SUPPLY LINE DISTANCE TO THE PRIMARY STORAGE [ST-1]. (23) PROVIDE BALANCING VALVE DOWNSTREAM OF CIRC PUMP BEFORE BRANCH TO EWH-1/ST-8. LEAVE WIDE OPEN DURING STARTUP. (24) FLOOR SINK FOR T&P RELIEF VALVE DISCHARGE, AND CONDENSATE DISCHARGE. TEMPERATURE GAUGE TYP. ALL T \ 211 ---------- �^ CW (7) (21) (18) T \ 1 (23) 311 (5) I 4 I P-1 3„ -*�— ---- 4 HWC 211 TMV-A (10) I (2) 2° T6 211 T2 - z (5) I I I I 211 I I I I I I I I I I I I 211 I I I I I I %--u (24) FS-1 a TEMPERATURE SENSOR TYP. ALL (13) T3 Tl \J 2�� (5) Dc5 — � HW (14) (15) HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS P.O. Box 1^-70 10031 SR 532. Sure B Sl--Iod. WA 98292 wwww.designsnw.com ECOTOPE 1 91 7 1 ST AVE, #300 SEATTLE WA 9B 1 O 1 PH: (ZO6) 3ZZ-3753 FAX: (206) 325-7270 W CID CV O 00 am Cn O �� Cn Z Q 0 w C� J Liu Z W cn w Cn LL w c, aC) C) 0 CID cy-) C14 W a L0 CV ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date I Description 2 �011/04/2023 IPERMITRESUBM. Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG A SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P3,01 OUTDOORS 111 HPWH B2 111 HPWH B1 I111 111 I 11I I 11I I I 2 I I 411- (22) - -- -- (15) 311 1 11 ----- --- ------ ►-------% L(22)_ 311 ------------------ 4 — - — - — - C- PLUMBING�-lPW�IS�C HEMATIC �-1 LDG B 1 118" = 1'-0" MECHANICAL ROOM 311 4 (19) (17) (5) (19) (10) T2 T6 Q (18) 5) 211 LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® PUMP PIPE-T MIXING VALVE P- T&P RELIEF VALVE PMP # EQUIPMENT TAG MANUAL AND AUTOMATIC AIR BLEED QTEMPERATURE SENSOR PIPE UNION FM FLOW METER PIPE FLOW DIRECTION CZXI BALL VALVE � PIPE SIZE BALANCING VALVE --- CW PIPING SPRING CHECK VALVE HW PIPING INLINE Y-STRAINER HWC PIPING I I 211 I I TEMPERATURE GAUGE TYP. ALL SHEET NOTES (1) SEE HPWH EQUIPMENT DETAIL 4/P8.02 (2) DIRECT =75% OF FLOW THROUGH PIPING PATH UNDER NO LOAD CONDITION WITH CONTINUOUS HWC PUMP OPERATION (3) DIRECT =25% OF FLOW THROUGH PIPING PATH UNDER NO LOAD CONDITION WITH CONTINUOUS HWC PUMP OPERATION (4) PROVIDE 12" HEAT TRAP (5) EQUIPMENT DRAIN (6) ROUTE T&P RELIEF TO DRAIN (7) BAG FILTER (PENTAK, WF-1) (8) INLINE PIPE STRAINER (9) AUTOMATIC AIR BLEED (10) MANUAL AIR BLEED AT HIGH POINT IN DHW ROOM (11) NOT USED (12) NOT USED (13) WIRE TO CONTROLLER (TYPICAL) (14) ALL HW AND HWC PIPING SHALL BE INSULATED TO CODE LEVELS. REFER TO HW1.00 FOR MORE INFORMATION. (15) ALL PIPE CLAMPS ON HOT WATER PIPING SHALL BE FREE OF THERMAL BRIDGES (16) NOT USED (17) CONTROL WIRE, CONNECT TO HPWH (TYPICAL) (18) CONTROL WIRE, CONNECT TO SENSOR (TYPICAL) (19) R-10 THERMAL ISOLATION (20) PROVIDE SEISMIC BRACING (21) CONNECT TO BUILDING COLD WATER SUPPLY LINE. (22) PROVIDE EQUAL DISTANCE PIPING TO HPWHs TO BALANCE FLOW. CW SUPPLY LINE TO HPWHs SHALL BE EXTENDED TO ACHIEVE EQUAL DISTANCE PIPING. MINIMIZE OUTGOING HW SUPPLY LINE DISTANCE TO THE PRIMARY STORAGE [ST-1]. (23) PROVIDE BALANCING VALVE DOWNSTREAM OF CIRC PUMP BEFORE BRANCH TO EWH-1/ST-8. LEAVE WIDE OPEN DURING STARTUP. (24) FLOOR SINK FOR T&P RELIEF VALVE DISCHARGE, AND CONDENSATE DISCHARGE. T \ 211 ---------- -------���� CW (7) (21) (23) T \ I 311 (5) I 4 P-1 311 - �- ---- ®�® HWC 2"I TMV-B (2) 211 I I tHT I L ---� I I I 311 4 (3) %==—I (24) FS-1 (20) 211 (19) (10) C7 211 z TEMPERATURE SENSOR TYP. ALL (13) T3 T \ 211 � Df*�®� I HW (14) (15) (5) AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1^_70 10031 SR 532, sure B Stanwood. WA 98292 wwww. des i gn sn-- ECOTOPE 1 91 7 1 ST AVE, #300 SEATTLE WA 9B 1 O 1 PH: (ZO6) 3ZZ-3753 FAX: (206) 325-7270 W am Cl) O �� Cf) Z Q 0 W C� J Liu Z W Cf) W W c, aC) C) OJaM N W a L0 CV CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # j Date Description 2 01/04/2023 1PERMITRESUBM. RESUB Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG B SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 3,0 OUTDOORS HPWH C4 1„ HPWH C3 1„ HPWH C2 1„ HPWH -:C: 1: 1„ MECHANICAL ROOM (17) 31, / T -- 4 ® — (13) I I � ST-C1 I ' i = _ - = = 2 311 311 i 2 — — (22) -- -- --� --LU (13) (13) -- 4 -- -- —� -- -- -- (15) 311 311 TT4 -----�------------------� (22) 311 311 --------- — — —--------- — -----4 --------- 4 (19) PLUMBING - HPWH SCHEMATIC - BLDG C 1/8" = 1 1-0 11 T1 LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PUMP PIPE-T MIXING VALVE T&P RELIEF VALVE PMP # EQUIPMENT TAG MANUAL AND AUTOMATIC AIR BLEED QTEMPERATURE SENSOR PIPE UNION FM FLOW METER PIPE FLOW DIRECTION DbQ BALL VALVE PIPE SIZE BALANCING VALVE --- CW PIPING SPRING CHECK VALVE HW PIPING 7d INLINE Y-STRAINER HWC PIPING SHEET NOTES (1) SEE HPWH EQUIPMENT DETAIL 4/P8.02 (2) DIRECT =75% OF FLOW THROUGH PIPING PATH UNDER NO LOAD CONDITION WITH CONTINUOUS HWC PUMP OPERATION (3) DIRECT =25% OF FLOW THROUGH PIPING PATH UNDER NO LOAD CONDITION WITH CONTINUOUS HWC PUMP OPERATION (4) PROVIDE 12" HEAT TRAP (5) EQUIPMENT DRAIN (6) ROUTE T&P RELIEF TO DRAIN (7) BAG FILTER (PENTAK, WF-1) (8) INLINE PIPE STRAINER (9) AUTOMATIC AIR BLEED (10) MANUAL AIR BLEED AT HIGH POINT IN DHW ROOM (11) NOT USED (12) NOT USED (13) WIRE TO CONTROLLER (TYPICAL) (14) ALL HW AND HWC PIPING SHALL BE INSULATED TO CODE LEVELS. REFER TO HW1.00 FOR MORE INFORMATION. (15) ALL PIPE CLAMPS ON HOT WATER PIPING SHALL BE FREE OF THERMAL BRIDGES (16) NOT USED (17) CONTROL WIRE, CONNECT TO HPWH (TYPICAL) (18) CONTROL WIRE, CONNECT TO SENSOR (TYPICAL) (19) R-10 THERMAL ISOLATION (20) PROVIDE SEISMIC BRACING (21) CONNECT TO BUILDING COLD WATER SUPPLY LINE. (22) PROVIDE EQUAL DISTANCE PIPING TO HPWHs TO BALANCE FLOW. CW SUPPLY LINE TO HPWHs SHALL BE EXTENDED TO ACHIEVE EQUAL DISTANCE PIPING. MINIMIZE OUTGOING HW SUPPLY LINE DISTANCE TO THE PRIMARY STORAGE [ST-1]. (23) PROVIDE BALANCING VALVE DOWNSTREAM OF CIRC PUMP BEFORE BRANCH TO EWH-1/ST-8. LEAVE WIDE OPEN DURING STARTUP. (24) FLOOR SINK FOR T&P RELIEF VALVE DISCHARGE, AND CONDENSATE DISCHARGE. TEMPERATURE GAUGE TYP. ALL T \ 211 -��---- -------- --4)a�� CW CTRL-1 (7) (21) 0 I ' (18) (23) T P-1 311 �- - -- -- - ---- � I HWC 311 (5) TEMPERATURE SENSOR i 4 TYP. ALL (13) (10) 211 TMV-C i (2) 2" T3 T \ 2�� -- --� -- I D5�� HW I XT 2�� H T (14) (15) T2 (10) 2�� I (6) 6 ) 211 211 o WH-C i o i (20) i li Lam _ 311 T6 I i (3) 211 (5) (5) � (19) o� (24) FS-1 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 639.3441 P.O. Box 1^_70 10031 SR 532. Sure B Sl--Iod. WA 98292 www.dexign�. nw.com ECOTOPE 1 91 7 1 ST AVE, #300 SEATTLE WA 9B 1 O 1 PH: (ZO6) 3ZZ-3753 FAX: (206) 325-7270 W CID CV O 00 am Cn O �� Cn Z Q Z 0 w C� J LLI Z L LI (� w Cn LL w c, a C) H OJaM c� CV W a L0 C V ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date I Description 2 +01/04/2023 IPERMITRESUBM. Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG C SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 3,0 A OUTDOORS HPWH D4 1„ HPWH D3 1HPWH D2 1„ HPWH -:D: 1: 1 1 1 I 1 1 11 a 2! ! a a 2! ! a a 2! ! 11 a 2 311 311 ( ) I 2 I - - 22 -- -- -- 4 -- -- 4 . n 7 I I I 311 311 [(2,2) 311 --- ----- - - ------------ - - - --------- PLUMBING - HPWH SCHEMATIC - BLDG D 11-011 MECHANICAL ROOM 311 F I I I I I I I I I I (20) I I I (13) (13) OT(T4 311 4 (19) T1 (17) /T (13) I I I i i I L I � I I (6) (20) (10) (4) (13) T6 n �I T2 211 LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® PUMP PIPE-T MIXING VALVE T&P RELIEF VALVE PMP # EQUIPMENT TAG MANUAL AND AUTOMATIC AIR BLEED QTEMPERATURE SENSOR PIPE UNION FM FLOW METER PIPE FLOW DIRECTION BALL VALVE 4 PIPE SIZE BALANCING VALVE --- CW PIPING SPRING CHECK VALVE HW PIPING INLINE Y-STRAINER HWC PIPING (18) a 5) 211 SHEET NOTES (1) SEE HPWH EQUIPMENT DETAIL 4/P8.02 (2) DIRECT =75% OF FLOW THROUGH PIPING PATH UNDER NO LOAD CONDITION WITH CONTINUOUS HWC PUMP OPERATION (3) DIRECT =25% OF FLOW THROUGH PIPING PATH UNDER NO LOAD CONDITION WITH CONTINUOUS HWC PUMP OPERATION (4) PROVIDE 12" HEAT TRAP (5) EQUIPMENT DRAIN (6) ROUTE T&P RELIEF TO DRAIN (7) BAG FILTER (PENTAK, WF-1) (8) INLINE PIPE STRAINER (9) AUTOMATIC AIR BLEED (10) MANUAL AIR BLEED AT HIGH POINT IN DHW ROOM (11) NOT USED (12) NOT USED (13) WIRE TO CONTROLLER (TYPICAL) (14) ALL HW AND HWC PIPING SHALL BE INSULATED TO CODE LEVELS. REFER TO HW1.00 FOR MORE INFORMATION. (15) ALL PIPE CLAMPS ON HOT WATER PIPING SHALL BE FREE OF THERMAL BRIDGES (16) NOT USED (17) CONTROL WIRE, CONNECT TO HPWH (TYPICAL) (18) CONTROL WIRE, CONNECT TO SENSOR (TYPICAL) (19) R-10 THERMAL ISOLATION (20) PROVIDE SEISMIC BRACING (21) CONNECT TO BUILDING COLD WATER SUPPLY LINE. (22) PROVIDE EQUAL DISTANCE PIPING TO HPWHs TO BALANCE FLOW. CW SUPPLY LINE TO HPWHs SHALL BE EXTENDED TO ACHIEVE EQUAL DISTANCE PIPING. MINIMIZE OUTGOING HW SUPPLY LINE DISTANCE TO THE PRIMARY STORAGE [ST-1]. (23) PROVIDE BALANCING VALVE DOWNSTREAM OF CIRC PUMP BEFORE BRANCH TO EWH-1/ST-8. LEAVE WIDE OPEN DURING STARTUP. (24) FLOOR SINK FOR T&P RELIEF VALVE DISCHARGE, AND CONDENSATE DISCHARGE. TEMPERATURE GAUGE TYP. ALL T\ - ------- --- 211 CW (21) (23) T \ P-1 311 -I - -- -- - ---- s I HWC (5) TEMPERATURE SENSOR TYP. ALL 4 (13) 211 TMV-D (2) 211 T3 T \ 2If ��a---� HW H T (14) (15) I I (10) 211 I I I I I ' I (6) I 211 WH-D I I C (20) I I I I I L (3) 211 I (5) (19) %--® (24) FS-1 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box I'll,10031 'a532, suite B Stanwood. WA 98191 www.dexig —l— ECOTOPE V 1 91 7 1 ST AVE, #3130 5EATTLE WA 9B 1 O 1 PH: (206) 3ZZ-3753 FAX: (206) 325-7270 UU CID CV O 00 am Cn O �z C) Q Z 0 W C� J LLJ Z L LI (� w m w c, a Cf) H OJaM c� CV W a L0 CV 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 2 dOl/04/2023 IPERMITRESUBM. RESILIff- Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG D SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 3,0 AW\ HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W Cfl N O 00 am Cn O �z U) Z Q O w C' J Liu Z LLI U) w w V Q U) = O J a C.0 Cy') N LLI N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT lwulltmmakimm PLUMBING - WATER RISER DIAGRAM - BUILDING A SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,0 ROOF LEVEL 3 3/4" 3/4" PM I 0.6822 GPM BA B304 8.5 CWFU 6 HWFU 1 BA B303 8.5 CWFU 6 HWFU 0.4548 GPM 3/4" 0 3/4" / 1 3/4" 1 3/4" ' f 18 HWFU 12 HWFU 14 GPM 9 GPM 1 BA 12 HWFU 1-1/4" 1" B204 9 GPM 25.5 CWFU 17 CWFU 1„ I 18 GPM 13 GPM 8.5 CWFU 17 CWFU 1-1/4" 1" 6 HWFU 13 GPM LEVEL 2 1 r-- 58.5 HWFU 32 GPM 142 CWFU SHUTOFF VALVE 52 GPM 2 LEVEL 1 76.5 HWFU 37 GPM 2" 0.9096 GPM 3/4" HOT WATE PLAN 109 CWFU 45 GPM 2" 2" DOMESTIC WATER CONNECTION THIS BUILDING 142 WFU, 52 GPM SEE CIVIL PLANS FOR CONTINUATION AND FOR SITE BACKFLOW PREVENTION AND WATER METER 83.5 CWFU 39 GPM 1-1/2" 7Y 1 BA -� B104 8.5 CWFU 6 HWFU --y 1 BA B203 8.5 CWFU 18 HWFU 6 HWFU 14 GPM 1-1/4" 25.5 CWFU 40.5 HWFU 18 GPM 25 GPM 1-1 /4" 1_1 /2" 18 HWFU 14 GPM 1-1/4" 1 BA B103 8.5 CWFU 6 HWFU 58 CWFU 32 GPM 1-1/2" 12 HWFU 9 GPM 1" 17 CWFU \13 GPM 1" 25.5 CWFU 18 GPM 1-1/4" DOMESTIC WATER PRESSURE CALCULATIONS STREET PRESSURE METER LOSS BACKFLOW DEVICE LOSS LOSS FROM DISTANCE MAIN INTO BUILDING SYSTEM 64 PSI -1.6 PSI -8 PSI -1 PSI CALCULATIONS - RESIDENTIAL UNIT SIZING CALCULATIONS KITCHEN SINK DISHWASHER BATH/SHOWER SHOWER BLDG 1 BA 1 1 1 0 B 2 BA 1 1 1 1 ELEVATION LOSS -12.6 PSI LAVATORY 1 2 PRESURE REQUIRED AT FURTHEST FIXTURE -30 PSI WATER CLOSET 1 2 PRESSURE AVAILABLE FOR FRICTION LOSS 10.8 PSI PER 2018 UPC TABLE A 103.1 AND FOOTNOT... COLD WATER WSFU 8.5 10 DEVELOPED LENGTH OF SYSTEM 130' HOT WATER WSFU 6 7.5 EQUIVALENT LENGTH FROM FITTINGS 33' COLD WATER GPM 7 GPM 8.5 GPM TOTAL DEVELOPED LENGTH 163' HOT WATER GPM 5 GPM 6.5 GPM PER CHART A 105.1(1): FRICTION LOSS IN HEAD (100 X 10.8 PSI/ 163 FT PER 100 FT) 6.67 PSI/ 100 FT COLD WATER CONNECTION SIZE 3/4" 1" HOT WATER CONNECTION SIZE 3/4" 3/4" 0.2274 GPM 1 BA B302 8.5 CWFU 6 HWFU 1 BA B202 8.5 CWFU 6 HWFU 22.5 HWFU 17 GPM 1-1/4" 32.5 CWFU 21 GPM 1-1/4" 1 BA B102 8.5 CWFU 6 HWFU 3/4" z - 2 BA B301 10 CWFU 7.5 HWFU 2 BA 15 HWFU B201 12 GPM 10 CWFU yl � 7.5 HWFU HB-1 2.5 CWFU 2 BA 1B1:0 1 10 CWFU 7.5 HWFU 20 CWFU 15 GPM 1-1/4" ROOF LEVEL 3 LEVEL 1 Ahn HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 05 W am Cn Z Q zO W C' J Liu Z W Lu w V Q O J a c� M N L N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - WATER RISER DIAGRAM - BUILDING B SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,02 ROOF 3 HWFU 6 HWFU 9 HWFU 12 HWFU 15 HWFU 18 HWFU 21 HWFU 3 GPM 6 GPM 8 GPM 9 GPM 12 GPM 14 GPM 15 GPM LEVEL 2 3/4" 3/4" ill ill 1" 1-1 /4" 1-1 /4" 3 CWFU 6 CWFU 9 CWFUTI 2CWFU 15 CWFU 18 CWFU 21 CWFU 3 GM \ 6 GM 1 8 GPM 9 GPM 12 GPM 14 GPM 15 GPM P4P 1 1-1/4" 1-1/4'' I I I I WB-1 WB-1 FWB-1 FWB-1 WB-1 FWB-1 FWB-1 3 CWFU 3 CWFU 3 CWFU 3 CWFU 3 CWFU 3 CWFU 3 CWFU 3 HWFU 3 HWFU 3 HWFU 3 HWFU 3 HWFU 3 HWFU 3 HWFU LEVEL 1 3/4" 24 HWFU 21 CWFU 18 GPM 15 GPM 1-1/4" 1-1/4" 24 CWFU 3/4" 18 GPM 1-1/4" 1.5 GPM2 GPM 3/4" 134 CWFU 51 GPM 100.5 HWFU 2" 44 GPM SHUTOFF VALVE SK-3 1= 172.5 CWFI 1.125 CWFU 59 GPM 1.125 HWFU 2 76.5 HWFU HOT 37 GPM WATER 2" PLANT 0 rn G� 1" 15 HWFU 12 GPM I 1" 20 CWFU 15 GPM 1-1/4" 110 CWFU 45 GPM 2" DOMESTIC WATER PRESSURE CALCULATIONS STREET PRESSURE METER LOSS BACKFLOW DEVICE LOSS LOSS FROM DISTANCE MAIN INTO BUILDING SYSTEM 64 PSI -1.6 PSI -8 PSI -1 PSI CALCULATIONS - RESIDENTIAL UNIT SIZING CALCULATIONS KITCHEN SINK DISHWASHER BATH/SHOWER SHOWER BLDG 1 BA 1 1 1 0 C 2 BA 1 1 1 1 ELEVATION LOSS -12.6 PSI LAVATORY 1 2 PRESURE REQUIRED AT FURTHEST FIXTURE -30 PSI WATER CLOSET 1 2 PRESSURE AVAILABLE FOR FRICTION LOSS 10.8 PSI PER 2018 UPC TABLE A 103.1 AND FOOTNOT... COLD WATER WSFU 8.5 10 DEVELOPED LENGTH OF SYSTEM 180' HOT WATER WSFU 6 7.5 EQUIVALENT LENGTH FROM FITTINGS 45' COLD WATER GPM 7 GPM 8.5 GPM TOTAL DEVELOPED LENGTH 225' HOT WATER GPM 5 GPM 6.5 GPM PER CHART A 105.1(1): FRICTION LOSS IN HEAD (100 X 10.8 PSI/ 225 FT PER 100 FT) 4.82 PSI/ 100 FT COLD WATER CONNECTION SIZE 1" 1" HOT WATER CONNECTION SIZE 3/4" 1" 0.6822 GPM 0.4548 GPM 2 BA C304 10 CWFU 7.5 HWFU I I 1" 2 BA C204 10 CWFU 7.5 HWFU 18 HWFU 14 GPM 1-1/4" 1 BA C303 8.5 CWFU yWFU 3/4" 0.2274 GPM 1 BA C302 8.5 CWFU 6 HWFU 1 BA C301 8.5 CWFU 6 HWFU I I I I 3/4" 13/4" � 3/4" 1 BA 1 BA 1 BA C203 C202 C201 12 HWFU 12 HWFU 12 HWFU 8.5 CWFU 8.5 CWFU 8.5 CWFU 9 GPM 6 HWFU 9 GPM I 6 HWFU 9 GPM 6 HWFU 1" 1" 1" 17 CWFU 18 HWFU 17 CWFU 17 CWFU \ 13 GPM 14 GPM 13 GPM 13 GPM \ 1 1-1/4" 1 1 J 54 HWFU 30 GPM 2" ' 79 CWFU 38 GPM 2 61.5 HWFU 33 GPM 2" 25.5 CWFU - 89 CWFU 18 GPM 41 GPM 1-1/4" 2" 2 BA C104 10 CWFU FHB-1 7.5 HWFU 1 CWFU C� 2" DOMESTIC WATER CONNECTION THIS BUILDING 172.5 WFU, 59 GPM SEE CIVIL PLANS FOR CONTINUATION AND FOR SITE BACKFLOW PREVENTION AND WATER METER 36 HWFU 23 GPM 1-1/2" 53.5 CWFU 30 GPM 1-1/2" I 25.5 CWFU I 18 GPM 1-1/4" 1 BA C103 8.5 CWFU 6 HWFU J 18 HWFU 14 GPM 1-1/4" 28 CWFU 19 GPM 1-1/4" 1 BA -� C102 8.5 CWFU 6 HWFU 1 8.5 CWFU 6 HWFU HB-1 2.5 CWFU ROOF LEVEL 2 LEVEL 1 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 05 W am Cn O �z U) Z Q z O w C' J Liu U) Z WU) Lu Cl) LL w V Q = O J m c.0 Cy') N L N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - WATER RISER DIAGRAM - BUILDING C SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,03 ROOF LEVEL 3 LEVEL 2 LEVEL 1 15 HWFU 12 GPM 1" 20 CWFU 15 GPM 1-1/4" I HB-1 ALJ 2.5 CWFU DOMESTIC WATER PRESSURE CALCULATIONS STREET PRESSURE METER LOSS BACKFLOW DEVICE LOSS LOSS FROM DISTANCE MAIN INTO BUILDING ELEVATION LOSS PRESURE REQUIRED AT FURTHEST FIXTURE SYSTEM 64 PSI -1.6 PSI -8 PSI -1 PSI -12.6 PSI -30 PSI CALCULATIONS - RESIDENTIAL UNIT SIZING CALCULATIONS KITCHEN SINK DISHWASHER BATH/SHOWER SHOWER LAVATORY WATER CLOSET BLDG 1 BA 1 1 1 0 1 1 D 2 BA 1 1 1 1 2 2 PRESSURE AVAILABLE FOR FRICTION LOSS 10.8 PSI PER 2018 UPC TABLE A 103.1 AND FOOTNOT... COLD WATER WSFU 8.5 10 DEVELOPED LENGTH OF SYSTEM 200' HOT WATER WSFU 6 7.5 EQUIVALENT LENGTH FROM FITTINGS 50' COLD WATER GPM 7 GPM 8.5 GPM TOTAL DEVELOPED LENGTH 250' HOT WATER GPM 5 GPM 6.5 GPM PER CHART A 105.1(1): FRICTION LOSS IN HEAD (100 X 10.8 PSI/ 250 FT PER 100 FT) 4.34 PSI/ 100 FT COLD WATER CONNECTION SIZE 1" 1" HOT WATER CONNECTION SIZE 3/4" 1" 3/4" r 0.2274 GPM 0.4548 GPM 0.6822 GPM 0.9096 GPM 1.137 GPM I 2 BA D306 10 CWFU 7.5 HWFU 1" 2 BA D206 10 CWFU 7.5 HWFU 3/4" 12 HWFU 9 GPM 17 CWFU 13 GPM 1" 22.5 HWFU 17 GPM 1-1/2" 32.5 CWFU 21 GPM 1-1/2" 12.5 CWFU 10 GPM 1" I 2 BA 10 CWFU 7.5 HWFU HB-1 1 CWFU 1 BA 1 BA 1 BA 1 BA I 1 BA D305 D304 D303 D302 1 D301 8.5 CWFU 8.5 CWFU 8.5 CWFU 8.5 CWFU 8.5 CWFU 6 HWFU 6 HWFU 6 HWFU 6 HWFU 6 HWFU � I I 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 I� G� q-� 1 gq 12 HWFU I q-� 1 BA 12 HWFU I rq 1 BA 12 HWFU i q-� 1 BA 12 HWFU o-� 1 BA 9 GPM I 9 GPM I 9 GPM I 9 GPM 17 CWFU 17 CWFU 17 CWFU 17 CWFU 8.5 CWFU 8.5 CWFU 8.5 CWFU 8.5 CWFU 8.5 CWFU I 13 GPM U 6 HWF 13 GPM U 6 H 13 GPM WFU 13 GPM 6 HWFU 6 HWF 6 HWFU 25.5 CWFU 25.5 CWFU 1, 25.5 CWFU 25.5 CWFU I 3/4" 18 GPM 18 GPM 18 GPM 18 GPM 94.5 HWFU 1-1/4" 40.5 HWFU 1-1/4" 58.5 HWFU 1-1/4" 76.5 HWFU 1-1/4" 43 GPM 100.5 HWFU 112.5 HWFU 25 GPM 32 GPM 37 GPM 2" 44 GPM 46 GPM 1-1/2" 2" 2" 2" 2" - 59 CWFU 84.5 CWFU 110 CWFU 135.5 CWFU 144 CWFU 161 CWFU 32 GPM 40 GPM 45 GPM 52 GPM 54 GPM 56 GPM \ 1-1/2" 2" 2" 2" 2" 2" 18 HWFU 18 HWFU 18 HWFU 18 HWFU 14 GPM 14 GPM 14 GPM 14 GPM ' 33.5 CWFU 1-1/4" 21 GPM 1-1/2" 1 BA D105 8.5 CWFU 6 HWFU 1-1/4" 1 BA D104 8.5 CWFU 6 HWFU 1-1/4" 1 BA D103 8.5 CWFU 6 HWFU 1-1/4" 1 BA D102 8.5 CWFU 6 HWFU 1 BA 8.5 CWFU 6 HWFU H WP PLANT 208 CWFU 65 GPM 2" DOMESTIC WATER CONNECTION THIS BUILDING 208 WFU, 65 GPM SEE CIVIL PLANS FOR CONTINUATION AND FOR SITE BACKFLOW PREVENTION AND WATER METER ROOF LEVEL 3 LEVEL 1 HOUSING HOPE we keep hope alive DESIGNS 1 L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 w ww. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 05 W am Cn O �z U) Z Q zO w C' J Liu Z W U) Lu w V Q U) O J a c� M N LLI N ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - WATER RISER DIAGRAM - BUILDING D SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,04 ROOF 1 Inl VI\L VIVI 1 V — ILV.J IE = 4' BELOW FF SEE CIVIL PLANS FOR CONTINUATION 3" VTR (62.5 DFU) J I L 3" VTR (32 DFU) J I L 50.5DFU r 311 I 2" 2" f--1— 3" 0 2"3" o 3" 3" 3" IM I� �o �o to LL AWk HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 639.3441 P.O. Box 1^_70 10031 SR 532. Suile B Sl--Iod. WA 98292 wwww.designsnw.com ECOTOPE V 1 91 7 1 ST AVE, #300 SEATTLE WA 9B 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 W CV O 00 am Cn O �� Cn Z Q 0 W C� J LLI Z _ L LI - (� w C� LLC) LL] c, a O M CV L L0 CV ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # j Date Description 2 01/04/2023 IPERMITRESUBM. Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING A SCALE: 1/8" = 11-01, DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,05 ROOF 1 Inl VI\L VIVI I V— 1 1/ IE = 2.81 BELOW FF SEE CIVIL PLANS FOR CONTINUATION 3" VTR (51 DFU) J I L 2" o � M 2" I 2" 12DFU � /4DFU�11 3" VTR (66DFU) I jL 2" 3" 2" 24DFU 42DFU 35DFU 19DFU 13DFU 9DFU 71 0 LL 0 LL LL 2" o LL 0 rn o _ 1 1/211 4� 2" LEVEL 3 LEVEL 2 LEVEL 1 Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 639.3441 P.O. Box 1^_70 10031 SR 532. Suile B Sl--Iod. WA 98292 wwww.designsnw.com ECOTOPE V 1 91 7 1 ST AVE, #300 SEATTLE WA 9B 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 W CV O 00 am Cn O �� Cn Z Q 0 w C� J LLI Z _ L LI - (� w m w c, a C) O M CV L L0 CV ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # j Date Description 2 01/04/2023 IPERMITRESUBM. RESLU- Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING B SCALE: 1/8" = 11-01, DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,06 ROOF 3" VTR (83 DFU) J I L 2" 55DFU 28DFU � I 0 AWk HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 639.3441 P.O. Box 1^_70 10031 SR 532. Suite B Sl--Iod. WA 98292 wwww.designsnw.com ECOTOPE 1 91 7 1 ST AVE, #300 8EATTLE WA 9B 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 W (0 CV O 00 am Cn O Cn z Z Q z0 0 W C� J LLJ M Z _ LLI - 3 w m w c, aCID C) O I� a M N LLI L0 CV ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # j Date Description 2 01/04/2023 IPERMITRESUBM. RESLU- Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING C SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,07 C1 3" VTR (54 DFU) J I L 2't 2"30DFU 24DFU 10DFU I- 0 0 0 0 0 LL 0 LL 2" I " rIAI UICC UINI 10 — IJ/ SEE SHEET P4.07 IE = 3.9' BELOW FF SEE CIVIL PLANS FOR CONTINUATION ROOF LEVEL 3 LEVEL 2 LEVEL 1 HOUSING HOPE we keep hope alive DESIGNS L 'V northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 91 7 1 ST AVE, #300 SEATTLE WA 9a 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 W am Cl) O �z Cn Z Q z0 0 w C� J LLJ M � Z L LI (� w Ljj c, a C) O � (L cy-) CV LLI L0 CV ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 2 01/04/2023 PERMIT RESUBM. RESLU- Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING C SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,08 ROOF 3" VTR (84DFU) J I L 2" 24DFU 28DFU 48DFU 36DFU LL F LL = I > 0 2 2 00 � 2 LL 2 N O onnrl Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 639.3441 P.O. Box 1^_70 10031 SR 532. Suite B Sl--Iod. WA 98292 wwww.designsnw.com ECOTOPE V 1 91 7 1 ST AVE, #3130 5EATTLE WA 9B 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 UU (0 CV O 00 am Cn O �� Cn Z Q 0 W C� J Liu Z _ LLI - Cf) w Ljj c, aCID C) cy-) CV LLI Lf� 0 CV ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # j Date Description 2 01/04/2023 IPERMITRESUBM. RESLU- Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING D SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,09 ROOF 3" VTR (48 DFU) J I L 36DFU LL LL 0 L 0 0 2" 2" °' � 2" 3" VTR (33 DFU) J I L 12DFU 0 2" N 2" " rIAI UMIZZ UINI 1 J — 100 SEE SHEET P4.09 I = 4.25, BELOW FF SEE CIVIL PLANS FOR CONTINUATION ROOF Ahn HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 639.3441 P.O. Box 1^_70 10031 SR 532. Suite B Sl--Iod. WA 98292 wwww.designsnw.com ECOTOPE 1 91 7 1 ST AVE, #3130 5EATTLE WA 9B 1 O 1 PH: (Z06) 3ZZ-3753 FAX: (206) 325-7270 UU (0 CV O 00 am Cn O Cn z Z Q z0 0 W C� J LLJ M Z _ LLI - 3 w m w c, aCID C) O I� a M N LLI L0 CV ao CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # j Date Description 2 01/04/2023 IPERMITRESUBM. RESLU- Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - WASTE WATER RISER DIAGRAM - BUILDING D SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P4,1 O SHEET NOTES 1 HOT AND COLD DOMESTIC WATER RISERS SUPPLYING UNITS. SEE PLANS AND RISER DIAGRAMS FOR SIZES. 2 PROVIDE SHUT OFF VALVES FOR WATER SUPPLIES HIGH IN SIDE WALL OR CORNER OF BACK WALL OF CLOSETS. FEED PEX MANIFOLDS AFTER SHUT OFF VALVES. PLACE HOT WATER SHUT OFF VALVE AS CHOSE TO CIRCULATED WATER IN RISER AS IS PRACTICAL. 3 WASTE, VENT, AND SUPPLY LINES FOR PENINSULA SINK TO RUN IN SIDE WALL AND BEHIND CABINETRY. 4 USE WET VENTING FOR WASTE AND VENT LINES IN RESTROOMS WHERE POSSIBLE PI 11MRINC-, FNI ARC-,Fn HNIT PI ANq - Rini Akr\ HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W Cfl N O 00 am Cn O �z U) Z Q zO w C' J Liu Z L L1 U) w w V Q U) O J a M N LL1 N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING - ENLARGED UNIT PLANS SCALE: 114" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P5,0 PLUMBING ENLARGED UNIT PLANS - D206 1/4" = 1'-011 SIM: D306 PLUMBING ENLARGED UNIT PLANS - D101 1/4" = 1'-011 PLUMBING ENLARGED UNIT PLANS - C104 1/4" = 1'-011 S I M : D106 O SHEET NOTES 1 HOT AND COLD DOMESTIC WATER RISERS SUPPLYING UNITS. SEE PLANS AND RISER DIAGRAMS FOR SIZES. 2 PROVIDE SHUT OFF VALVES FOR WATER SUPPLIES HIGH IN SIDE WALL OR CORNER OF BACK WALL OF CLOSETS. FEED PEX MANIFOLDS AFTER SHUT OFF VALVES. PLACE HOT WATER SHUT OFF VALVE AS CHOSE TO CIRCULATED WATER IN RISER AS IS PRACTICAL. 3 WASTE, VENT, AND SUPPLY LINES FOR PENINSULA SINK TO RUN IN SIDE WALL AND BEHIND CABINETRY. 4 USE WET VENTING FOR WASTE AND VENT LINES IN RESTROOMS WHERE POSSIBLE O PLUMBING ENLARGED UNIT PLANS -C101 1/4" = 11-011 SIM : C 102, C 103, D 102, D 103, D 104, D 105 AW\ HOUSING HOPE we keep hope alive DESIGNS 1 L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W c0 N O 00 m a O �z U) Z Q zO w C' J Liu Z L L1 U) w w V Q U) O J a M N LLI N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date Description 2 01/04/2023 IPERMITRESUBM. KLbUb Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING - ENLARGED UNIT PLANS SCALE: 1/4" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,0 PLUMBING ENLARGED UNIT PLANS - A204 114" = 1'-011 SIM: A202, A2035 A3025 A3035 A3045 B2025 B3025 C2015 C2025 C2035 C3015 C3025 C3035 D2015 D2025 D2035 D2045 D2055 D3015 D3025 D3035 D3045 D305 PLUMBING ENLARGED UNIT PLANS - A201 2 114" = 1'-011 SIM: A205, A3015 A3055 B2015 B3015 C2045 C304 O SHEET NOTES 1 HOT AND COLD DOMESTIC WATER RISERS SUPPLYING UNITS. SEE PLANS AND RISER DIAGRAMS FOR SIZES. 2 PROVIDE SHUT OFF VALVES FOR WATER SUPPLIES HIGH IN SIDE WALL OR CORNER OF BACK WALL OF CLOSETS. FEED PEX MANIFOLDS AFTER SHUT OFF VALVES. PLACE HOT WATER SHUT OFF VALVE AS CHOSE TO CIRCULATED WATER IN RISER AS IS PRACTICAL. 3 WASTE, VENT, AND SUPPLY LINES FOR PENINSULA SINK TO RUN IN SIDE WALL AND BEHIND CABINETRY. 4 USE WET VENTING FOR WASTE AND VENT LINES IN RESTROOMS WHERE POSSIBLE 1-BED B203 556 SF PLUMBING ENLARGED UNIT PLANS - B203 114" = 1'-011 SIM: B204, B3035 B304 HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 r- W cD N O 00 am V ♦ O u) z z Q zo w C' J Liu Z LLI U) w w V Q U) Cy') N LLI N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - ENLARGED UNIT PLANS SCALE: 114" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,0 FIRE RISER C124 HW I CW HUB DRAIN FOR HD-1 ' I 1/2"o I I 1/2"o AFIRE VALVES I I I HWC — — ' 3/4" o HWC TP-1 - _ _-- HW 3/4"0 1 + 2"o 3" DOMESTIC WATER MAIN FROM BELOW — - -_I I CW 2„o THERMOSTATIC _ ________________- BALANCING VALVE FS-1 I 1 ST-C1 I 3"V WB-1 I — 2" CW 2" HW I �2"V W B-1 I EXP-C 3/4" HWC L:I* I I CW MECH I HPWH I TMV-C 1 HWC HW 1 1/4"o EL C I 11 3/4"o 1 1/4"0 -I C120 W B-1 128 SF 11 I ! J �V I I WH-C FD-2 LAUNDRY 1 WB-1 2"V DN , C122 l l FD-3 I_ I ELEC. I 126 SF 1 4 CW El C121 H W W B-1 3/4"0 W B-1 27 SF 3/4"o 1 '� _________ W B-1--—�---! Lr 1/2"CW&HW 2"W , 1-1 /2"V (TYP 7) CW HW 1"o 1"o ENLARGED PLUMBING PLAN - BLDG C MECHIWATER ROOM AND LAUNDRY ROOM 1/4" = 1'-0" FS-1 HW CW 2"o HWC 2"0 `3/4"o ST-D1 MECH I HPWH I 0 ELEC D120 I c 98 SF& TMV-D c J I c FD-2 I . T1 FIRE VALVE SPACE B H D-1 FIRE RISER D121 68 SF 1 8 FD-2 2"V ENLARGED PLUMBING PLAN - BLDG D MECHANICAL/WATER ROOMS 1/4" = 1'-0" U A CW HW HWC FD-2 2 "o 2"o - 3/4"0 ---- — FD-2 eMECH I HPWH I I B IELEC I Al P-A TP-1 I122 ST-A1 ST-A2 I I � W H-A I FS-1 2"V ! 2"V I STORAGE CW i I A 223 1 3"o Ili I 95SFI I I I HW Will 1'0i CW ~� 1 1 /4"o 2"W FROM SH '--2"V UP 3"W 21 j 3"W DN 14"HWC UP 5�,,2"W FROM BT 1/2"CW&HW 2"W , 1-1 /2"V ITM V-A I FIRE RISER 1125 68 SF B H D-1 ftTA FIRE WATER FROM BELOW IRE VALVE SPACE OCATION TO BE COORDINATED ENLARGED PLUMBING PLAN - BLDG A MECHANICAL/WATER ROOM 1/4" = 1'-0" 4"W DN 1/2"CW TP-2 WCO- 1/2"HW 2"W L _ HW CW 1/2": 3/4"o --- - L CW L-2 W C 1 1/4"0 c i� I FD-3 �- =T ILET--- -"V UP _ 113 HW 53 SF 1 " 0 — — —, T HW 3"W UP I 1 "o "W DNJ 1-1/2" V HW CW 1 1 /2"o 1 1 /4"o ---STORAGE'-- _ A110 — —53 SF - CW 1 1 /2"o i 7WC-2 C FD-3 ° ---- -T ILET-- — ��—i3SF CW&HW UNIT RISERS UP 1 /2"C W 2"W 1-1 /2"V ------- 1 /2"C W ------ - S K-4 1 /2"H W 2"W 1-1 /2"V <> <> CW 1-1/2" V 1 /2"C W 1 /2"H W 2"W 1-1 /2"V ENLARGED PLUMBING PLAN - BLDG A AMENITY RESTROOMS 1/4" = 1'-0" HW 2"o FIRE VALVE SPACE ; c c FIRE WATER FROM BELOW HD-1 B ,USER I B120 66 SF B FD-2 III TI 1"1 A I I CW HWC 2"o 3/4"o I ® TMV-B ST-B 1 I FS-1 MECHIHPWHI • ELEC W B5S D 10I r FD-2 I j I mm II __1 II I II II 3" DOMESTIC WATER MAIN FROM BELOW ENLARGED PLUMBING PLAN - BLDG B MECHANICAL/WATER ROOM 1/4" = 1'-0" AWk HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 W am Cn O �z Z Q zO LU C' J LLI Z W w m w V Q = O J a c.0 M N LLI N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description RES U B Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING - ENLARGED AREA PLANS SCALE: 1/4" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 5,0 ULATION BACKII MATEF AS RE( A�PIPE THRU INTERIOR WALL WITH PIPE INSULATION IT IPE BACKI MATEI AS RE SULATION JG IAL )UIRED r PIPE THRU FLOOR WITH PIPE INSULATION PIPE RISER CLAMP WHERE APPLICABLE SEALANT" BACKING gPIPE THRU INTERIOR WALL WITHOUT PIPE INSULATION MATERIAL AS REQUIRED D�PIPE THRU FLOOR WITHOUT PIPE INSULATION PIPE THRU INTERIOR WALL AND THRU FLOOR 1211 = 1'-01' VIBRATION ISOLATION SEE SPEC FOR TYPE PRESSURE GAUGE II II SHUT-OFF VALVE TY U KuU11 5t I I tK tS&6 PLUS, NOMINAL LINE SIZE BLOW DOWN VALVE NOTE: MOUNT PUMP MOTOR HORIZONTAL, OR BELOW PUMP FOR HOT WATER APPLICATIONS INLINE PUMP PIPING TRIM DETAIL 1211 - 1'-01' _L ANOUT VENT AS HIGH AC DnCCIDi E: UNDER COU SH --LOOR 1 PITCH VENT UP TOWARD WALL "Y" FITTING - ISLAND VENT DETAIL 9 1211 = 1'-011 WASTE PIPING, SIZE AS SHOWN ON PLAN If VANDAL RESISTANT COVER MARKED "SEWER" WASTE STACK RECIEVING DISCHARGE FROM 3 OR MORE STORIES OF SUDS PRODICING FIXTURES 8FT MIN HORIZONTAL CHANGE IN DIRECTION (BOTTOM OF STACK). NO DRAINAGE CONNECTIONS WITHIN 8FT HORIZONTALLY AND 8FT VERTICALLY FROM STACK CHANGE IN DIRECTION 000, 0 O/AFC T% M 8FT MIN DRAINAGE CONNECTION SUDS RELIEF PIPING DETAIL 611 - 1 '- 0 1' PIPE SLEEVE OF SIZE TO PASS PIPE AND LEAVE ROOM FOR PIPE INSULATION TERMINATE SLEEVE FLUSH WITH WALL SURFACE ICI» FILL ANNULAR GAPS EACH SIDE OF SLEEVE WITH NONCOMBUSTIBLE SEALANT PIPE WALL PENETRATION 1211 = 1'-01' SEE MINIMUM PIPE INSULATION TABLE FOR INSULATION THICKNESS FINISHED WALL SURFACE 1O GROUT SLOPE TIC DRAIN INLE1 DRAIN INLET STRAINEF CORED HOLE DRAIN BODY STYLE WITH DRAINLINE CORE DRILL FLOOR DRAIN 1211 - 1'-01' 4 5 -RUCTURAL DNCRETE OOR RAINER EXTENSION SHRINK CONCRETE- tF'UAY IiKUU 1 IIV ANNULAR CORE SPACE & SURFACE SLOPE. 20 SHEET METAL CLOSURE ANCHORED TO CONCRETE FLOOR. OSAFING MATERIAL 1-1/2 x DRAIN DIAMETER (8) MINIMUM STUD PIN SUPPORTS. 40 1-1/2"0"x12" ANGLE STEEL SUPPORT EACH SIDE MINIMUM (4) STUD PIN FASTENERS. :HANGER ;UT TO LENGTH LATION - LENGTH 1.5 TIMES INSULATION DIAMETER INSULATION CARRIER PIPE PIPE HANGER - CLEVIS TYPE 1211 - 1'-01' nnnrn "In" AAIM Pr/�I Intl \/ LRESIDENTIAL SINK AND DISHWASHER 1211 = 1'-01' AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1 27 0 31 100SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 19 1 7 1 ST AvE, #300 SEATTLE WA 9B 1 O 1 PH: (206) 322-3753 FAX: (206) 325-7270 R M W O �Wz z Q z W C' J Uj Z W W W V Q O �a c� CV U o CV CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # Date Description 2 01/04/2023 IPERMITRESUBM. Apr 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTENTS: PLUMBING DETAILS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: P810 T&P RELIEF VALVE TO DRAIN TEMPERATURE GAUGE (TYP)O O/T OUTGOING DOMESTIC HOT WATER SERVICE SHUTOFF VALVE (TYP) Al INCOMING DOMESTIC COLD WATER CHECK VALVE TO DRAIN FOR BACKFLUSHING STATIC DEFLECTION SPRING ISOLATORS (TYP) HPWH TYPICAL DETAIL 1211 = 1'-011 COLD WATER LINE -$" HOUSING HOPE we keep hope alive SHUT-OFF VALVE - TRAP PRIMER VALE VACUUM BREAKER PORT ` DESIGNS h w e s t DISTRIBUTION UNITS) ARCHITECTS (WHERE REQUIRED) 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com H �pn �$„ O FLOOR SINK, FLOOR DRAIN OR HUB DRAIN 1BEVEL ECOTOPE CUT Tp AIRGAP \ _8"x1 -8" 1 917 1 5T AvE, a300 SEATTLE WA 9B 1 O 1 CONNECT TRAP PRIMER PH: (206) 322-3753 INLET TO FIXTURE FAX: (206) 325-7270 OUTLET TAILPIECE SIDE OF TRAP NOTES: 1. PROVIDE ACCESS PANEL IN WALLS AT TRAP PRIMER UNIT LOCATIONS. 2. TRAP PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE. 3. INSTALL TRAP PRIMER PIPING AND UNIT PER MANUFACTURER'S RECOMMENDATIONS. PIPING MUST SLOPE TO POINT OF CONNECTION TO DRAIN WITHOUT TRAPS IN PIPING c0 N TRAP PRIMER INSTALLATIONCD 00 1211 — 1'-011 U am COMMON VENT c STACK TO ROOF O Wz Z zO Q2" DRY VENT Uj w LAV TRAP ARM 2" WET VENT U LU VERTICAL WET VENTING NOTES: Lu t/) WATER CLST WET VENT NOT TO EXCEED 6 FT IN DEVELOPED Um pC TRAP ARM LENGTH. TUB TRAP WET VENT PIPE SIZE TO BE ONE PIPE SIZE LARGER ARM THAN THE REQUIRED MINIMUM OF THE UPPER co N FIXTURE OR SHALL BE ONE PIPE SIZE LARGER LO THANT HE SUM OF THE FIXTURES SERVED BY THE WET VENT, WHICHEVER IS GREATER. NO WE VENT = W 00 IS ALLOWED LESS THAN 2". COMMON WASTE DRY VENT CONNECTION SIZE SHALL BE THE SUM STACK TO OF THE FIXTURE UNITS SERVED BUT NEVER LESS BUILDING DRAIN THAN 2". CONSTRUCTION DOCUMENTS WET VENT PIPING DETAIL ISSUE DATE: JAN. 3, 2023 12" = 1'-0" REVISION SCHEDULE R-11 INSULATION JACKET Rev# 11 Date Description 2 01/04/2023 IPERMITRESUBM. SERVICE SHUTOFF VALVE (TYP) UNION (TYP) KESUB Apr 04 2023 CITY OF EDMONDS - - DEVELOPMENT SERVICES MANUAL AIR BLEED VALVE1 DEPARTMENT 1 Imo`\ i�l / \ --- CAPPED FITTING EARTHQUAKE STRAPPING PER UPC WATER HEATER OR HOT WATER STORAGE TANK T&P RELIEF VALVE (TYP) ROUTE TO APPROVED LOCATION THERMO WELL TEMPERATURE PROBE INSULATED PIPING CONNECTION (TYP) R-10 RIGID INSULATION PLUMBING DETAILS SCALE: 12" = 1'-0" DRAWN: SLB CHECKED: SLB PROJECT NO: 2021031.00 SHEET: HOT WATER STORAGE TANK DETAIL1 1211 = 1'-011 MAXIMUM OF 3 CIRCUITS PER HOMERUN (DERATE AT 80%) HOMERUN FROM EXTERIOR OR CORRIDOR ISOLATED GROUND WIRE TO WALL ONLY. 1" MINIMUM ALL IG TYPE RECEPTACLES 1/2" MINIMUM 3 1 HOT TO EACH RECEPTACLE 1 HOT WIRE FOR EACH CIRCUIT 1 3 INDIVIDUAL NEUTRALS C C CTL 5 5 EQUIPMENT GROUND IN ALL CIRCUITS PLUGLOAD CONTROLLER. SEE BELOW. TYPICAL RECEPTACLE CIRCUITING DETAIL SCALE: NONE MULTIPLE BOX MOUNTING BRACKET COOPER B-LINE #BB7-16 OR BB7-24 FOR AV AND NON AV LOCATIONS OR COOPER B-LINE #BB8-16 OR #BB8-24 WHEN NON AV LOCATION DOUBLE DUPLEX POWER B AV BACK BOX LOCATE ALL DEVICE AT ONE LOCATION IN ONE STUD BAY 1\ AV BACK BOX \ DOUBLE DUPLEX POWER BACK BOX 1100' 1�_\:TWITS]:1a:Zi):1 NO DEVICES LOCATED IN DIFFERENT ROOMS MAY BE LOCATED IN THE SAME STUD BAY. DEVICES LOCATED IN DIFFENT ROOMS MUST BE SEPERATED BY A MINIMUM OF 1 STUD BAY. POWER, DATA AND AV ROUGH IN DETAIL SCALE: NONE LEGEND CONDUIT CONCEALED UNDERGROUND OR UNDER FLOOR HOME RUN TO DESTINATION INDICATED. 1" MINIMUM UNLESS NOTED OTHERWISE. ® RECESSED LIGHT FIXTURE, LETTERS DENOTE SWITCHING. O SURFACE OR PENDANT MOUNTED LIGHT FIXTURE <QO Q QO RECESSED LIGHT FIXTURE SURFACE OR PENDANT LIGHT FIXTURE + WALL MOUNTED FIXTURE 0 FIXTURE WITH EMERGENCY BATTERY ® FIXTURE WITH EMERGENCY BATTERY EMERGENCY BATTERY LIGHT, TYPE X-1, EXCEPT AS NOTED LIGHT TRACK O> DIRECTIONAL LIGHT WALL MOUNTED FIXTURE POLE TOP LIGHT FIXTURE/STREET LIGHT FIXTURE E]-*-❑ []--0 POLE LIGHT ®® EXIT SIGN LIGHT FIXTURE TYPE X, EXCEPT AS NOTED 4 t> EXIT SIGN AND EMERGENCY LIGHTING UNIT AT SAME LOCATION. MOUNT EMERGENCY LIGHTING UNIT DIRECTLY ABOVE EXIT SIGN. EXIT SIGN WITH EMERGENCY UNIT D DIGITAL SWITCH "$ DIGITAL SWITCH KEY SWITCH K WALL SWITCH, KEYED OPERATED, TYPE AS INDICATED o� WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR OS OCCUPANCY SENSOR PC PHOTO CELL CTL PCL PLUG LOAD CONTROLLER CTL WIRELESS LIGHTING CONTROLLER XXX XXXX LIGHTING FIXTURE TYPE DESIGNATOR, SEE LIGHT FIXTURE SCHEDULE SINGLE RECEPTACLE, TAMPERPROOF DUPLEX RECEPTACLE, TAMPERPROOF DUPLEX RECEPTACLE ABOVE COUNTER, TAMPERPROOF DOUBLE DUPLEX RECEPTACLE, TAMPERPROOF IGW IG (91�= RECEPTACLE ISOLATED GROUND TYPE, TAMPERPROOF GFI �)= DUPLEX RECEPTACLE GFI TYPE, TAMPERPROOF C ilglt= CONTROLLED GREEN RECEPTACLE, TAMPERPROOF M ilglt= RECEPTACLE AT MONITOR HEIGHT WP(9�= WEATHERPROOF DUPLEX RECEPTACLE (GFI TYPE) O SPLIT WIRED RECEPTACLE C FLUSH FLOOR BOX WITH DEVICES AS SHOWN, RECEPTACLES ISOLATED GROUND TYPE MULTI OUTLET ASSEMBLY WITH DEVICES INDICATED (SURFACE METAL RACEWAY WITH INTEGRAL WIRING DEVICES) ® 10 SPECIAL RECEPTACLE AS NOTED ® 30 SPECIAL RECEPTACLE AS NOTED OD DRYER OUTLET NEMA 14-30R ® RANGE OUTLET, NEMA 14-50R O HOOD OUTLET, CONNECT ALL LIGHTS ••• THREE -BUTTON CONTROL SWITCH ❑� PUSHBUTTON SWITCH Q DOOR AUTO -OPERATOR PS POWER SUPPLY ® EQUIPMENT CONNECTION 4 MOTOR CONNECTION r❑ DISCONNECT SWITCH r1Z MANUAL MOTOR STARTER rF] FUSED DISCONNECT SWITCH El MAGNETIC MOTOR STARTER rZ COMBINATION STARTER I JQ JUNCTION BOX n CIRCUIT BREAKER SWITCH — FUSED SWITCH --�J-- FUSE 1 GROUNDING PER CODES $ $ 120/27 OS PC, os Pc� SENSORS ARE—/ EITHER INTEGRAL TO FIXTURE OR NETWC AN EXTERNAL DEVICE. SEE SCHEDULE AND FLOOR PLANS 120V OTHER CONTROLLERS LEGEND FfF B ❑F FIRE ALARM PULL STATION E N G IN E E R S FIRE ALARM SPEAKER WITH ADA STROBE Travis Fitzmaurice Wartelle /OH\ FIRE ALARM ADA STROBE WALL MOUNTED Balangue Engineers Inc. 1200 Westlake Ave. N., #509 FIRE ALARM ADA STROBE Seattle, WA 98109 O SMOKE DETECTOR/SENSOR (L=LOBBY) p: 206-285-7228 1 info@tf-wb.com OR RESIDENTIAL NETWORK CO/SMOKE DETECTOR WITH SOUNDER ORA RESIDENTIAL NETWORK CO/SMOKE DETECTOR WITH SOUNDER/STROBE OSMOKE DETECTOR/SENSOR IN DUCT D O HEAT DETECTOR, FIXED TEMPERATURE ❑D DOOR HOLDER -PROVIDED BY HARDWARE SUPPLIER. CONNECTION BY ELEC. S D® SMOKE DAMPER CONNECTION O SPRINKLER SWITCH CONNECTION ® FIRE ALARM RELAY ❑V VOLUME CONTROL AV AV1 E2 AVM AVP AV SYSTEM OUTLETS S3 S2 �S AV SYSTEM SPEAKER EdWALL MOUNTED AV SYSTEM SPEAKER DATA OUTLET WITH 1.25" CONDUIT TO ABOVE CEILING (NUMBER = NUMBER OF RJ45 JACKS, NO NUMBER = 1) WAPN7 WIRELESS ACCESS POINT VD VIDEO SURVEILLANCE OUTLET AT CAMERA REx REQUEST TO EXIT FC-R-1 CARD READER Ds DOOR SWITCH Ms MOTION SENSOR EH MOTION SENSOR WALL MOUNT Q SECURITY KEYPAD EEI ELECTRIC LOCK IWM— 208V PANEL F❑IC FURNISHED BY OWNER INSTALLED BY CONTRACTOR F❑I❑ FURNISHED BY OWNER INSTALLED BY OWNER GFI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND WP WEATHERPROOF XXXX AVAILABLE FAULT CURRENT AS INDICATED DFLAG NOTE %An1_=1 E:cc AoE:A rONTROLLERS ON TILE. CONDUIT (TYP) TO EACH LIGHT FIXTURE WITH WIRELESS CONTROLLER FOR ALL CIRCUITS SHOWN ON SCHEDULE. MARK CEILING TILE. TYPICAL WIRELESS LIGHTING CONTROL DETAIL SCALE: NONE HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99792 w—Aesigns—com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N 1' FATWA L ������� N 0 00 UU am CIO O FM 0 z Q z 0 LLI W C') J Z LLI co H LU Cj) LL O _N N LO Lu 00 N PERMIT SET IssUE DATE: SEPTEMBER 2022 0042 REVISION SCHl!D&-E%J U B Rev # Date ascription G! Y OF E MONDS- 1 10 19 2022 DEVC�QP( UT SERVICES �I p�,q�TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set LEGEND SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT NO: 2021031.00 SHEET: El II1 3 0 N U J W 0 2 � �EL N co M O 0 N � N Q N U i N O N r' nR M I UTILITY VAULT 444LA WITH 44-332P COVER �k \M 3 3 4 J J M o- 1.25"-6#6,2#8GND CH1-19,21,23,25 V I Ov os 0S i 4 BD @L� - - M F w Q z HOTBOX 120V CIRCUIT 1.25" TO CH1 BUILDING C TEL/PHONE DEMARC & RESIDENTIAL IDF C PANEL CH1 BUILDING D 1.25"-6#6,2#8G N D TO DH1 SITE PLAN - ELECTRICAL 1/16" = 1'-0" EXIST. ZIPLY UTILITY POLE TO BE RELOCATED. COORDINATE WITH ZIPLY. NEW ZIPLY UTILITY Q POLE LOCATION Sri i \, M M1 1.25" TO CH 1 1.25" TO AH 1 1.25" TO AH 1 1.25" TO AH 1 HOTBOX 120V CIRCW AH1-107 LOCATION Tie BUILDING A FIRE ALARM CONTROLPANEL� (FACP) TEL/PHONE DEMARC- & RESIDENTIAL IDF D PANEL DH1 1.25"-6#6,2#8GND 1.25"-6#6,2#8GND TO DH1 TO DH1 1.25"-6#6,2#8GND `-- SEE ONE LINE — � BH1-19,21,23,25 BH7-6 VIA EXTERIOR "70MM LIGHTING CONTROLLER HOTBOX BH1-41,43 120V CIRCUIT 1"-3#10 NEW ZIPLY UTILITY POLE LOCATION / 41 43 UTILITY VAULT O BID 444LA WITH C 44-332P COVER CB RIM=458.53 C H-20 RATED 18" CMP N IE=455.38 HOTBOX — — 6" PVC (VERY) IE=456.58 120 CIRCUIT A w� 3 2 i CULVERT T PVC N I E=455.01 I I� U ')6FH ST SW EXIST. ZIPLY UTILITY POLE TO BE RELOCATED. COORDINATE WITH ZIPLY. fffF OB ENGINEERS Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com (2) 4" PRIMARY COORDINATE STREET CROSSING WITH SNOHOMISH PUD PROPOSED SNOHOMISH PUD 3 PHASE SERVICE POLE "Ill--COMCAST INTERFACE POINT FLAG NOTES: DINSTALL DOUBLE EV SHARED LOAD MANAGEMENT CHARGING STATION DINSTALL SINGLE EV CHARGING STATION DFUTURE DOUBLE EV CHARGING STATION. LOCATION SHALL BE EV READY WITH CONDUIT AND WIRE INSTALLED. DFUTURE DOUBLE EV CHARGING STATION. LOCATION SHALL BE EV CAPABLE WITH CONDUIT INSTALLED. L� SHEET NOTES: INSTALLED ELECTRICAL VEHICLE CHARGING FACILITY SHALL MEET ECDC 17.115.020.1. REQUIREMENTS OF LEVEL II ELECTRICAL VEHICLE CHA GING TATI N . PROVIDE MINIMUM 3 HORIZONTAL AND V VERTICAL SEPARATION FROM WATER/SEWER/STORM UTILITIES ON PRIVATE PROPERTY AND 5 FEET SEPARATION FROM CITY UTILITIES IN RIGHT-OF-WAY. HOUSING HOPE we keep hope alive DESIGNS L 'V northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 S. FIT LoF WAS�2�f h TV, ��SI�NAL (0 N O 00 LIJ0') o FM0 z Z z0 0 Q LU W 0 J z LU _ H W cl) LL cfl O _M N U') LU N O PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHI'DlLk-E%J A�r 2023 Rev # Date cn04 LURE CITY OF E MONDS CONTENTS: SITE PLAN - ELECTRICAL SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 SHEET: N El I, 0.0 0.0 0.1 0 4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 low 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0. \ 0.4 0.5 5 0.5 0.5 0.5 0.5�\ 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.2 + - + + + \\ + +� + + + + \ + + + \+ + + + + - - + + - - + + - - + + - - + + - - + + - - + + 0.0 + .1 + 2 + 3 + 4+.50.6 + . +.7 +.7 + 7 +.7 +.7 0.6 + . +.7 \.,, 0.8 1 0.9 1 1.0 +1.1+1 1 1.1 1 1.2� 1.2 1.2 1 1.2 1 1.1 1.0 1.0 1 1.1 1 1.1 1.0 1.0 1 1.0 1 1.0 1.0 0.9 1 0.9 1 0.8 0.6 0.5 1 0.4 1 0.3 10.0\TJ.T.1 +0.1 +.2 +.3 +0� -+0.7 +.8 +.9 +1.0 +1.0 +1.0 +.9 +0.8 +0.8 +0.7 +0.8 +0.8 1.0 11.1 11.2 1.4 1.4 11.4 11.5 1.5 1.5 11.5 11.4 1.3 1.3 11.3 11.4 1.3 1.3 11.2 11.2 1.2 1.2 11.1 11.0 0.8 0.7 10.5 10.3 +.1 0.2 0.4 +0.7 +1.0 1.3 +1.5 +1.6 +1.6 +1.4 +1.1 +1.0 +0.9 +.8 +.8 0.9 1.2 +1.4 +1.5 1.7 1.9 +1.8 +1.8 1.8 1.8 +1.8 +1.7 1.5 1.5 +1.6 +1.6 1.6 1.5 +1.4 +1.4 1.5 1.5 +1.4 +1.3 1.1 0.9 +0.6 +0.4 +0.1 0.3 +0.7 +1.3 1.8 2.3 +2.5 +2.5 +2.3 +1.9 +1.5 +1.3 +1.1 +0.9 +0.8 +0.8 1.0 1.2 +1.6 +1.8 1.9 2.3 +2.2 +2.0 2.1 2.1 2.0 1.8 1.6 1.7 1.9 1.9 1.9 1.7 1.6 1.6 1.7 1.8 1.7 1.5 1.4 1.1 +0.7 +0.4 WL-2 WL-2 WL-2 WL-2 0.2 0.5 11.2 1 I 1 + + + + I I + I + 2.3 3.3 4.4 4.9 4.0 1.5 11.7 1.4 1.1 .0.8 0.7 0.7 0.9 .1.2 1.6 1.1�+ I I I 2.0 2.6 2.5 2.0 2.2 2� I 1.8 1.7 1.8 1.9 vViL -2 2.0 1.7 1.6 1.6 1.8 2� + I I 1.9 1.5 1.6 1.4 0.8 0.3 + + 1.0 1.0 0.4 0.7 11.5 12.8 4.5 6.5 VVC-2 15.3 1.1 0.3 C;:17.5' AFF 2.3 0.5 0.9 1.6 -2. 1 2.4 5.0 2.6 1.7 0.3 4WL-4 BUILDING C +,WL-4 BUILDING A _SL _1 +0.7 .1 +2.1 +3.3 _4.3 +8' AFF u �3.3 -$ _1.7 +0.3 WL-2 +11.5' AFF 2.4 +.7 +1.2 12.4 1 3. 7 + 2.2 1.5 1 10.3 0.0 1.3 0.8 1.2 +2.1 13.2 3.9 _, .., 1 1.0 1.0 0.3 0.0 a -5 -5 r:rjWL-5 XiSL-8 aSL-8 XiSL-8 XiSL-8 WL-4 0.9 I� W L-4 ill 1 0.9 0.6 +6.3 0.2 + .1 0.1 0.1 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.6 0.7 1 0.1 1 0.2 0.4 0.7 1 1.0 1 1.3 1.5 1.5 1 1.61 1.: 1.7 1.6 1 1.5 1 1.5 1.5 1.4 1 1.0 +.8 +1.2 +1.9 +2.4 +2.9 1 up _ , --_ - . _ 1 1.3 1.1 +.6 +.2 e e 1.1 1.6 1.9 +2.0s 0.8 -1.0 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 10.0 +.0 0.0 0.0 0.0 0.0 0.4 0.4 0.2 0.3 0.6 0.9 0.9 1.0 1.2 -1.3 1.3 1.4 1.46 - - - 1.4 1.3 1.3 1.2 1.1 0.9 0.8 + - - - _ - - - +. + - - + + - - + + - + + + 1.1 1.0 0.6 0.2 F_ -1 0.6 0.6 0.6 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 6.6 0.0 0.0 0.1 0.2 0.3 0.2 0.3 _0.8 1.1 0.9 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.7 0.6 +.7 +1.0 +1.3 +1.6 +1.5 + + + + + + . + + + ` + . 0.9 1.0 10.6 10.2 co 0.3 0.3 1 0.3 1 0.2 WL-CJ 0.2 . 1 0.2 1 0.1 0.1 0.1 WL-5 . 0.1 0.1 0.1 0.2 T.0 1.3 O.Ci- 0.4 0.4 4 0.4� 0.5 1 . 1 0.4 1 1 . 0.4 ' 0.4 0.3 0.3 '� ii III II f WL-5 I I + + + + + + WL-ki� + � + � + + I WL-5 . 1 1.0 1.1 0.50.1 +.7 +.9 +1.1 +1.3 +1.3 4 4 4 1.6 1.6 1.2 +.6 +.8 +1.1 +1.3 y1.4 + + WL1.9 1.5 _0.4 0.0 WL-4 `4 BUILDING B 2.2 1.9 2� +0� +0.9 +1.1 +1.4 +1.7 � + +.3.2 1.9 +.4 0. n WL-2 WL-4 +.6 +.9 +1.1 +1.4 +116.1 BUILDING D _2.4 +2.0 +.0 �.8 1.8 10.4 0. 1.8 1.8� +[ .6 +0.8 1.0 +1.2 +1.4 + 1.5 1.3 10.4 I z - 1.0 1.4 1.4 �- 03 0.7 0.8 1.0 1.0 - + 1 0.6 0. 0.3 0.` + + + + + + + 12 aWL-2 �WL_2 wL=2 F:LIvvL-2 - E.:t)WL-2 0.7 0.9 1.2 1.5 �'� 1.8 1.5 1.7 1.7 1.5 1.3 1.1 1.1 1.3 1.5 1.7 1.7 1.6 1.4 1.2 1.2 1.4 1.7 1.9 1.9 17 2.0 2.2 2.1 1.7 1.8 1.8 1.7 1.4 1.2 1.1 1.2 1.4 1.6 1.7 1.5 1.5 1.3 0.8 0.4 D JJ i i if 0.6 0.8 11.0 11.3 1.6 1.3 11.4 11.5 1.4 1.2 11.1 11.1 1.2 1.4 11.5 1.5 1.4 1.3 11.2 11.2 1.4 1.6 11.7 11.7 1.6 1.7 11.7 11.7 1.6 1.7 11.7 11.6 1.3 1.1 11.1 11.2 1.4 1.5 11.4 11.3 1.2 1.0 10.7 10.4 0.5 0.7 10.9 11.1 1.3 1.1 11.2 11.2 1.2 1.1 11.0 11.0 1.1 1.2 11.2 11.2 1.2 1.1 1.0 1.1 1.2 1.3 11.4 d1.4 1.3 1.4 11.4 1.4 14 1.4 1.4 1.4 1.2 1.1 11.0 11.1 1.2 1.2 11.2 11.1 1.0 0.8 10.6 10.4 § W 0.5 0.6 +0.8 +1.1 +1.1 1.0 +1.0 +1.0 1.0 0.9 +0.9 +0.9 0.9 0.9 +0.9 09 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.2 1.1 1.0 0.9 0.9 0.9 0.9 +0.9 +0.8 0.7 0.6 +0.5 0.4 0.4 0.4 +0.5 +\8\ +1.2 +1 3 +0.9 +.8 +.8 0.7 0.7 +0.7 +.7 0.7 0.7 +0.7 07 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.3 1.2 1.0 0.8 0.8 0.7 0.7 0.7 +0.7 +.6 0.5 0.5 +0.4 0.3 O 0.2 0.3 0.5 .2 1.0 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.3 0.9 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 BID 0 \ 0.2 0.2 0.2 0.5 0.9 0.9 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 04 0.4 0.4 0.4 04 0.4 0.4 0.4 04 BD 0.4 0.4 04 0.4 1.0 1.3 0.8 0.6 0.5 0.4 04 0.3 0.3 0.3 0.3 01 0.2 0.2 0.1 0.2 +0.3 +.6 +1.1 +.7 +.4 +0.3 0.3 0.3 +0.3 +0.3 0.2 0.2 +0.2 + 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.6 0.7 1.1 0.7 0.4 0.3 0.3 0.3 0.3 0.2 0.2 +.2 +.2 0.1 0.1 EXTERIOR LIGHTING FIXTURE SCHEDULE - HOUSING HOPE ELCFA SL-8 LED 1113 LUMENS 3000K 120 V 90 CRI SWITCH LITON:DLQ 6" SQUARE SURFACE MOUNTED LED ENTRY 15W DLQ-360EM-XX-T30-C97-GB-FR FROSTED LENSED DOWNLIGHT WITH S L-8 E WL-2 LED 4129 LUMENS 3000K 120V 38 W WL-2E WL-4 LED 1488 LUMENS 3000K 120V 12W WL-5 LED 880 LUMENS 3000K 120V 15W ALL COLORS, FINISHES, ETC ARE BY ARCHITECT. MOUNTING HEIGHTS PER ARCHITECTURAL ELEVATIONS. SITE PLAN - PHOTOMETRIC CALCULATIONS 1/16" = 1'-0" WB ENGINEERS Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com INTEGRAL BATTERY BACKUP. INTEGRAL J BOX. SAME AS SL-8 EXCEPT PROVIDE BATTERY BACKUP 70 CRI TIMECLOCK, GARDCO WALL MOUNTED FIXTURE WITH TYPE 4 EXTERIOR WALL MOTION 101L-16L-700-WW-4-UNV-BL-IMRI3-XX LIGHTING DISTRIBUTION AND HEAVY SENSOR DIFFUSE LENS. UL WET LABEL, -20F LITHONIA: WEDGE 2 DRIVER. PROVIDE INTEGRAL MOTION SENSOR. MOUNT AT 14' AFF UNLESS COOPER LIGHTING: INVUE OTHERWISE NOTED ON DRAWINGS. SAME AS WL-2 EXCEPT PROVIDE INTEGRAL COLD WEATHER, OUTDOOR BATTERY BACKUP WITH SELF DIAGNOSTICS 70 CRI TIMECLOCK, GARDCO WALL MOUNTED FIXTURE WITH TYPE 2 EXTERIOR WALL MOTION 101L-16L-200-WW-2-UNV-BL-IMRI3-XX LIGHTING DISTRIBUTION AND HEAVY SENSOR DIFFUSE LENS. UL WET LABEL, -20F LITHONIA: WEDGE 2 DRIVER. PROVIDE INTEGRAL MOTION SENSOR. MOUNT AT 12' AFF UNLESS COOPER LIGHTING: INVUE OTHERWISE NOTED ON DRAWINGS. 70 CRI TIMECLOCK, MAXIM LIGHTING SMALL WALL MOUNTED LED FIXTURE AT UNIT EXTERIOR SWITCH 52120 UNIT DOORS. PROVIDE WITH 3000kAND 15 WATT INTEGRATED LED. TIMECLOCK LITHONIA: WEDGE 1 CONTROLS FOR LEVELS 2 AND 3. TECH LIGHTINGI PITCH SINGLE HOUSING HOPE we keep hope alive DESIGNS northwest ARCHTTFCTC r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 S. FIT y0 WAs' 2' " a 035 ISTVu ��SI�NAL 11 N O 00 LIJ o �z z = zo LU W C� J z LU W 00 Cl) Vcfl N LU < Lo 00 PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHI'DLk-E%J A�r 04 2023 Rev # Date escnPtion CITY OF E MONDS 1 10 19 2022 DEVE,�gp�WT SERVICES Rip TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: SITE PLAN - PHOTOMETRIC CALCULATIONS SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT NO: 2021031.00 N� � El n2 �o WI -3F 17,17 +8' AFF 8 T9 10 7 11 12 Ivvi� i r I I I I I I I I I I W L-4 13 +12' AFF 1 I I I I a I I I I LEVEL 1 - BUILDING A&B - LIGHTING 1/8" = 1'-0" . WI -2 I 2 / E5.13 I EXTERIOR LIGHTING CONTROLLER fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com GENARL NOTES: SEE SHEETS E4.11-E4.14 FOR TYPICAL ENLARGED UNIT PLANS HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LIJ am Cn U) O Fiiiiiiiiiiiiii z Z z0 0 Q LU W C� J z W H W W Cl) LL CY) Va O Ja N LU Q 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHL' ILI B Rev # Date escn tIon 1 10-19-22 BidgepMENT SERVICES 2 01-25-23 REV 3 03-30-2023 Conformed Set FLOOR PLAN - LEVEL 1 - BLDG A&B - LIGHTING SCALE: 1/8" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N E2ml ICJ \ 11 �3� �411 �$� +1C AF /3\ LEVEL 1 - BUILDING C&D - LIGHTING 1/8" = 1'-0" W L-2 W L-2 ----- sk—_.---- 6 7 I 1 / E2.11 A P L-2 ' PC 1c I ' I ' �I — ' lb ' 1b I I W L-4 ® 13 +12' AFF 0 I P L-2 I ' 1b I ' TYPE B 101 I ' 4 SF PC 1 a ' 1a o i i 1 i E5 11 WL-3E 17,17 +8' AFF I 7 � -- - - -A F---] — - 4% - - - - - P L-2 1f fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com GENARL NOTES: SEE SHEETS E4.11-E4.14 FOR TYPICAL ENLARGED UNIT PLANS CENTER D ERIOR HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 9g292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LIJrn am Cn 07 O z Z 0 m z o Q Lu W C� J z W H - LU LU Cl) LL IY C) CY) Va O Ja N W Q N00 PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHL'D! U B Rev # Date 15escn tion 1 10-19-22 BidgetMENT SERVICES 3 03-30-2023 Conforme et 11 DH1 FLOOR PLAN - LEVEL 1 - BLDG C&D - LIGHTING 1'1 E2.11 I SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N E2m12 6 7 I I 1 / E2.22 I 17 LEVEL 2 ONL' THIS FIXTURE IS ONLY ON LEVEL 2 FA 20 LEVEL 2 - BUILDING A&B -LIGHTING 1 /8" = 1'-0" I I I I I I I I I I I I I I I I I I I I I I 1 / E2.22 I I I 21 8 T 10 11 12 ,THIS FIXTURE IS ONLY ON LEVEL 2 — THIS1`IXTURE IS ONLY CqV LEVEL 2 LEVEL 2 ONLY THIS FIXTURE IS ONLY ON LEVEL 2 22 22.5 23 24 25 i fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com GENARL NOTES: SEE SHEETS E4.11-E4.14 FOR TYPICAL ENLARGED UNIT PLANS HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LIJ am Cn U) O z z z o Q W w o n z LV Lu Cl) L LU CY) VaH O Ja N LU Q 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHERE$U B Rev # Date escn tion DEVELOPMENT SERVICES DEPARTMENT FLOOR PLAN - LEVEL 2&3 - BLDG A&B - LIGHTING SCALE: 1/8" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N E2m21 1 2 3 4 5 6 7 1/E THIS FIXTURE ONLY ON LEVEL 2 LEVEL 2 ONLY THIS FIXTURE IS J ONLY ON LEVEL 2 � r STRING LIGHTS TYPE CL. TYPICAL THIS FIXTURE IS ONLY ON LEVEL 2 THIS FIXTURE IS ONLY ON LEVEL 2 (D5 16 17 18 S 20 LEVEL 2 - BUILDING C&D - LIGHTING fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com GENARL NOTES: SEE SHEETS E4.11-E4.14 FOR TYPICAL ENLARGED UNIT PLANS HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 0 CL 00 u ERMIT SET DATE: SEPTEMBER 2022 REVISION SCHMU Rev # Date escn tion 2 01-25-23 REWI2PMENTSERVICES FLOOR PLAN - LEVEL 2&3 - BLDG C&D -LIGHTING SCALE: 1/8" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT No: 2021031.00 W C a u Q N SHEET: N E2m22 Q T8 9 wN i PROVIDE TAMPERPROOF RECEPTACLES n,o ACCESS CONTROL HEADEND TEL/COMM DEMARC AREA 12 IRRIGATION CONTROLLER.EXACT LOCATION TBD. PROVIDE 2" TO LANDSCAPE BED. 1-46 n i N nT€-WtTH fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com GENARL NOTES: SEE SHEETS E4.11-E4.14 FOR TYPICAL ENLARGED UNIT PLANS LEVEL 1 - BUILDING A&B - POWER 1 1/8" = 1'-0" I ^I V HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.desi8nsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LIJ U) O z Z z0 Q LLJ W C� J z LV W W Cl) LL U) CY) Va O Ja N LU Q 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHL'D! U B Rev # Date escn tion 2 01-25-23 REWL&MENTSERVICES OEPIA 3 03-30-2023 Conforme et 10im1►11a►NR4 FLOOR PLAN - LEVEL 1 - BLDG A&B - POWER SCALE: 1/8" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: WASHER ONLY 2Q MD-LA LAUNDR C122 - 126 SF TACKED 7ASHER DRYER COMBO. TYPICAL OF 6 1 /4" = V-0" --Jl: EF-LND 18 ® EH-LNDI GFI LL CH2-21,23 \ 16LL CH2-1,3 CH2-17,19 14 CH2-14,16,18 "'� " 6 H2-13,15 12 CH2-2,4,6 8 CH2-9,11 CH2-8,10,12 10 PANEL CH 1 2 3 4 A 2 E5.12 I H-FIRE FIRE ALARM WP CONTROL PANEL 2 (FACP) AND P LL ST TIO 8 HPWH-C1 GFI MD -MN 6 GA 2 CH1-4,6,8 EF-MNT O i I i I zd HPWH-C3 174 S� 4 2 _ °— CD ELEC. i 1 ® �, GFI o o c C121 HPWH-C2 60 SF EH-MECH 27 SF EH�MNT CH1-10 II- HPWH-C4 GFI GFT 8 HEAT TRACE --- G WH-C 4 6 {11) GROUND BAR WITH #2 00 - , COPPER TO GROUNDING L- E / FI f$ I ELETRODED TYPE B I = 0 I C104 --12Q-==---= LVR-CH1 )1 SF 2-BED TYPE B o I _128kSiF PANEL CH1 C103 ;Tj--V_TEL/COMM 1 2 IDF C7 DEMARC - -CH1-10,12,14 AREA LEVEL 1 - BUILDING C&D - POWER 1 /8" = 1'-0" WP WP F _ ------------ I I I I I I I I I I I I I I I I I I I I I I FA POWER SUPPLY POWER DH1-1� y 1 / E3.11 1 FfFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com GENARL NOTES: SEE SHEETS E4.11 E4.14 FOR TYPICAL ENLARGED UNIT PLANS ESIDENTIAL IDF D AIF\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 ww w.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LIJrn am 07 O z Z z0 Q LU W C� J z W H LU Cj) LPLU) CY) Lo,� U VaI- O Ja N LU Q 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHL'D! U B Rev # Date 15escrl tlon 2 01-25-23 REWL&MENTSERVICES OEPIA 3 03-30-2023 Conforme et - GROUND BAR WITH #2 COPPER TO GROUNDING ELETRODE - HPWH-D2 - HPWH-D4 -HPWH-D 1 CONTENTS: 1WH-D3 FLOOR PLAN - v� 1 / E3.11 LEVEL 1 - BLDG C&D - POWER SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: - (: 6 (: 7 I I 1 / E3.22 I I I I I I I I I I I I I I I I I I rt I I L I I I I I I I I I I I I I I I I I I I I I 1 / E3.22 i I I I 20 21 LEVEL 2 - BUILDING A&B - ELECTRICAL 1/8" = 1'-0" 8 T T 11 T 22 22.5 23 24 25 i fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com GENARL NOTES: SEE SHEETS E4.11-E4.14 FOR TYPICAL ENLARGED UNIT PLANS HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE7 WA 98104-2579 (206) 322-3322 N O 00 LIJO) am Cn U) O z z 0 z o Q LU w C� J z LV Lu Cl) LPLCY) w Va N W Q 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHERE$U B Rev # Date escrl tlon DEVELOPMENT SERVICES DEPARTMENT wiI,I1a►1R- 1 FLOOR PLAN - LEVEL 2&3 - BLDG A&B - ELECTRICAL SCALE: 1/8" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N E3m21 6.2 - 3 4 5 6 7 I 1 / E3.2 I : 15 16 17 18 19 20 LEVEL 2 - BUILDING C&D - ELECTRICAL 1/8" = 1'-0" I I I I I I I I I I I I I I I I I I I I I I I I I 1 / E3.21 I 21 fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com GENARL NOTES: SEE SHEETS E4.11-E4.14 FOR TYPICAL ENLARGED UNIT PLANS HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 9g292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LIJ am Cn U) O z Z 0 m z p Q LU W C� J z W Lu Cl) L,L CY) VaC) O Ja N LU Q 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHL'D! U B Rev # Date escn tion 2 01-25-23 REQI2PMENTSERVICES FLOOR PLAN - LEVEL 2&3 - BLDG C&D - ELECTRICAL SCALE: 1/8" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N E3m22 6 7 8 9 10 11 12 I 1 / E3.42 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 / E3.421 I ROOF PLAN - BUILDINGo B _ 21 22 22.5 23 24 25 ELECTRICAL 1/8" = 1'-0" fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com AIF\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj am Cn U) O z z z o Q LU Lu 3: C� J z W U) w Cl) LPLCY) w VaC) O J(') a N LU Q 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHLDI�U B Rev # Date escn tion DEVELOPMENT SERVICES DEPARTMENT ROOF PLAN - BLDG A&B - ELECTRICAL SCALE: 1/8" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 � SHEET: "E3m41 1 2 3 4 5 6 ROOF PLAN -BUILDING C1 _ 16 17 �s 19 20 ELECTRICAL 1/8" = 1'-011 7 1 / E3.41 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 / E3.41 fffFW0 ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com C.2 C.1 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.desi8nsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj am Cn U) O z z z o LU w C� J z W Lu Cl) L1L w Va N W Q 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHL'D!!L U L. F Rev # Date escri t E4 DEVELOPMENT SERVICES DEPARTMENT M91011a►1l-1 ROOF PLAN - BLDG C&D - ELECTRICAL SCALE: 1/8" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: N E3m42 6 7 I 1 / E4.12 o I I I I I I I I I I I I I I I I I I I I I I J fib 010 �_-= III S � 0 MEGH-/_ FIRE [RISER ELEC rEL C III D1 1 -10122 68 F S C-2 --- -t II I L - 8 9 METER CENTER A EXTERIOR A114 51SF- - - I I I METER CENTER D - EXTERIOR I 1 / E4.12 20 21 LEVEL 1 - BUILDING A&B - COMWESS 1/8" = 1'-0" PACKA CO NS�U LTATI O N Al Q A108 118 SF I STORAGE t LEJ. A�11 AD fl9 .� SF CORRIDOR A100 7 WATEW&NTAIN � 4 SERVICES OFFICE SERVICES E C Al12 A107 2 li 166 SF 163 S SIDENTIAL IDF D METER CENTER B EXTERIOR SHEET NOTES: 1. HOMERUN BUILDING A COMMON/COMMUNITY DATA OUTLET DROPS TO RESIDENTIAL MDF A 2. HOMERUN BUILDING B COMMON/COMMUNITY DATA OUTLET DNTOIDENT L IDF B PPLETE FI E ALARM SACH INDIVIDUALBECDC 19.25.035C 2 1 0 ACCESS CONTROL 1 HEADEND TEL/COMM DEMARC AREA RESIDENTIAL IDF A PANEL AH1 WRAP ROOM IN FIRE (TWO SECTION) TR ADED TYPE AC VR-AH1 PLYWOOD TO 8' WAP SECURE FILE IPY%�OR A104 9 F 9 " 't'0 — PRINTER WAP SERVICES OFFICE A106 163 SF COMMERICAL MDF ITY P Y A 0 136 SF IIII IIIIII, I I I I I I I I I I I I I I I I I ICI ICI I I---- c ----ems ---- I I I I I 1-BED TYPE-B B104 432 SF 1LPANEL BH1 O LVR-BH1 F 1- -LVR-DH1 E HIIH - 11 LFIREISER r u--0 CONNECT ALL FLOW AND TAMPER0SWITCHES F -� - --- r-L = -PANEL DH1 I V QFIRE ALAR 2 CONTROL PANEL STATION N, 22 22.5 1-BED TYPE-B B103 479 SF DUCT SMOKE 1 DAMPER ON LEVEIL All� r WRAP ROOM IN FIRE TREATED TYPE AC PLYWOOD TO 8' ELEC B122 27 SF 2ESID NTIAL IDF B TEL/C MM EMARC A A DUCTSMOKE DAM R ON LEVEL 2 23 AA PROPERT)C( OFFICE A102 166 SF �- -- -�IIH / HPWHiI/ iI ----K E4EC _ L J L J FIRE RISC ---P�122 A125 122 SF JII 68 SF LJJV M 2 Ark STORAGE Al 3 AT MONIT 95 F --- COMMUNITY A101 513 SF IZ V I IIII. I I I I I I I I I I I I I I I I I FIRE ALARM LCD ANNUNCIATOR FLAG NOTES: PROVIDE CONFERENECE ROOM AV SYSTEM FIRE ALARM CONTROLPANE� '(FACP )P PULSTA I NC NNECTA FLOW ITAMPE ITC I B.2 i i i - - - El- c.2� ( I I I I I I I IIII IIII -- V 2 . E0 3-BED FfF W :B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 info@tf-wb.com HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.desi8nsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 LU am u) U) O z Z 0 Q LU W C� J z W H W Lim W Va N L0 a N 00 ACCESSIBLE / ACCESSIBLE I TYPE PERMIT TYPE B101 B102 689 SF 901 SF S E T I oo Io I -77 ISSUE DATE: SEPTEMBER 2022 1 _Lo C� �r REVISION SCHL'D! U B Rev # Date escn tion 2 01-25-23 REWL&MENTSERVICES 3 03-30-2023 Conforme et FLOOR PLAN - LEVEL 1 - BLDG A&B - COMWESS SCALE: 1/8" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: E4ml I �� �21 � 34J r5i JJ � rl I TEL/COMM DEMARC - AREA77 G ENTIAL IDF C L U � a - LEVEL 1 - BUILDING C&D - COMWESS 1/8" = 1'-0" I I I I I I I I SHEET NOTES: 1. HOMERUN BUILDING C COMMON/COMMUNITY DATA OUTLET DROPS TO RESIDENTIAL IDF C 2. HOMERUN BUILDING D COMMON/COMMUNITY DATA OUTLET OPS TO SIDEN L IDF D Q3. PRO IDE A CO PLETE F E ALAR 2 SYSTEM FOR EACH INDIVIDUAL BUILDING PER ECDC 19.25.035C T 7 1 / E4.11 _ I I I I I I I I I I I I I I I I I �D I I I fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com METER CENTER D EXTERIOR HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.0' Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w w w.d esignsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LIJ am Cn U) O z Z 0 m z p Q LLJ W C� J z W H W W Cl) LL Va O CL CY) 00 W Q N PERMIT SET ISSUE DATE: SEPTEMBER 2022 )ENTIAL IDF D QQ ROOM IN FIRE REVISION SCHL'D!l U B TED TYPE AC 'OOD TO 8' Rev # Date escn tion 2 01-25-23 REQI2PMENTSERVICES FLOOR PLAN ON RC LEVEL 1 ON BLDG 1 /E4.11 C&D ON COMWESS SCALE: 1/8" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: E4m12 22 22.5 23 24 25 AW\ HOUSING ------ FW B 1 - HOPE s s 3 s F we keep hope alive ENGINEERSZ 2-BED 3-BED ACCESSIBLE / SL-1 ACCESSIBLE/ Travis Fitzmaurice Wartelle L TYPE A L 10 TYPE A Balangue Engineers Inc. 1 1 1 E �-1 8102 B101 1200 Westlake Ave. N., #509 DESIGNS J 10 689 SF SL-1 Hu I 901 SF Seattle, WA 98109 11 O r t 11 W e S t ! O� �O 7 5 ARCHITECTS OO SL-1 p: 206-285-7228 info@tf-wb.com 360.629.3441 L 5 / O 100311 SR 532, Suite B SL-1 S anWow-ddgn A 98292 5 0l o' O� 5 FLAG NOTES: w _ 0�0 _ 1� PROVIDE SEPARATE LIGHT AND FAN SWITCH 1L O IO OI�O0-1� HHHHHH �0 FOR HOOD. 10- sourc 3ANEL B101architecture ree collaborative - - WL-1 WL-1 10 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 7 WL-1 - - SL-1 SL-7 - 5 - 5 O 4, � - 2 22 22 06 3 33 O -- SL- L-2 L-2 - SL-2 3 y S. FIT2 WL-1 of waS�J�?9 �w mac, G SL-1 0 0 �60V� ''PISTEg� SL-1 ° SL-1 o-°MECH/HP H/ 1 5 ELEC SL-1 B121 SL-1 3 cfl 105 SF 1 SL-1 oNOO L-1 3 'd a LU - d d 1 1 1R-E RISER ° CJ) am q 66.SF ELEC. (n &B 122 p °d 27 SF _ " -� �- Z O ENLARGED UNIT PLANS B101 B102 - z 0 B1 B1 4 - LIGHTING LU LU 03 0 G G 1 1 /4" — 1'-011 22 2 .5 23 24 25 z LU Fm w LU Lim0� Li 11 U) VQco 5 4 4iz 5 5 5 5 5.. O a M 2-BED1- .1.11 \ - 3-BED LU 00 ACCESSIBLE / GFI ACCESSIBLE / 8 TYPE A 10 TYPE A 1 `i 10 101 3 EB 8102 I B101 C32 SF -0� J 689 SF L 901 SF H ° LL �I OWAVE ® 4 ; MICROWAVE RA Q III ° 5 2 O PERMIT 2 2 I HWASHER EH-RES1 EH-RES1 �" 8 DISHWASHER 1 S E T 86 10 5 O° C F1 H, Illllllllll�uuuuuu 14.� GFI E - s1 H 2 H� ANEL B103 5 2% 10 ISSUE DATE: SEPTEMBER 2022 1 5 5 10 2� �2 � - - 7-1-1 � � ��5 I REVISION SCH IDF B10 ` 3.. R RA i - �" . - • Rev # Date escn tion �. _ 2 - o 2 �� _ _ _ , _ - - - - - 2 01-25-23 REVI-2PMENTSERVICES 9 O 2IDF, B101 --- ® ` CFI- �F� H 4 GF1 i 4 2 O 2' 16 " IDF B104 - / PAN L B101 5 1 RA - „ /� RA ERV-RE S S _ S O ` O RA �' 3 EH-RES2 S , ER ES RA 2 RV- _ 7 2 DF B102 S 3 1 0 0 - ® CONTENTS: 4 1 RA 3 7 S RA 2 3 ENLARGED UNIT EH-RES2 ,. ; 1 EH-RES2 EH-RES2 O O d y EH-RES2 1 d 1 2 PLANS- ng 1 ''1 4 ELECTRICAL 1 MECH/HP H/ ® ® /Q 3 /� SOA \-EH-RES2 3- EL5C ' SCALE: 1/4" B1�1 - �, VEH-RES2 3 �-105,SF Author DRAWN: ' d, CHECKED: Checker a , PROJECT NO: 2021031 .00 DIRE RISER 3" - ° 1- ° ENLARGED UNIT PLANS B101 B102 6.120 66'SF ° _ � a � � � - EC E .. , C ' d , ° SHEET: 8 s ., 61zz° a 1 13103 13104 -ELECTRICAL Lj °d27'SF° -011 1/411 Iu !n H E5ml 6 T5 5 6 0 ENLARGED UNIT PLAN — C101 — LIGHTING 3 i i .1 16V-)� ®2 4 my 3 -GFr -GFI H 2 O 1 Y8 EH-RES2 3_, �- 3 / 1 IDF C101 R O R REFER PANEL C101J ;ROWAVE 10 It 10 EH -RE 1 5 1 1 5f EH-RES1—\ HER 2-BED TYPE B C101 734 SF 5 ENLARGED UNIT PLAN — C101 — ELECTRICAL 1 /4" = 1'-0" � f- / 1 /4" = V-0" S I M: C 102, C 103, D 102, D 103, D 104, D 105 A FOR D102: PROVIDE SOUNDER/STROBE. TYP. OF 3 C 20 a d _ 4 p,_ 7 ENLARGED UNIT PLAN — D101 — LIGHTING 1/41= 1'-0" 2 �i 10 8 7-ACC- -BEDSSIBJ/ TYPE -A D401 REFER 485 SF MICROWAVE 1111111111111111111111111111 DISHWASHER RA PANEL D101 O H 4 f 1 9 �2 - �A 47 D 1 IDF D101 I EH-RES2 RV- 1 1 a a ENLARGED UNIT PLAN — D101 — ELECTRICAL 1 /4" = 1'-0" FfFVW;:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com FLAG NOTES: PROVIDE SEPARATE LIGHT AND FAN SWITCH FOR HOOD. HOUSING HOPE we keep hope alive `DESIGNS northwest P0 it' LIV ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj am Cn U) O z z 0 m z o Q LLJ W C� J z LV H W W Cl) LL CY) VaC)H O Ja N u7 Lu Q 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHL' ILI B Rev # Date escrl tlon 2 01-25-23 REWL2PMENTSERVICES DEPARTMENT CONTENTS: ENLARGED UNIT PLANS - ELECTRICAL SCALE: 1/4" = 1'-01, DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: E5ml 0 T T2 3 2 SL-1 3 ()' SL-1 3 �- a - i .. .. .. .. .. .. .. .. C104 901SF 1 60 'v I '�� SL-2 } 7 PSL-2 WL-1 16 16 0 O 10 �O I O I I I ENLARGED UNIT PLAN - C104 - LIGHTING 1/4" = 1'-0" II 0 SIM: D106 I EH-RES2 i R 3 ® O R 09 O 3 OR EH-RES2 H IDF C104 3 �3 4 5 5 �EH-RES1 5 mommommol DISHWASHER OR ENLARGED UNIT PLAN - C104 - 2 ELECTRICAL 1/4 1-011 fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com FLAG NOTES: PROVIDE SEPARATE LIGHT AND FAN SWITCH FOR HOOD. HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com rc architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHLDI�U B Rev # Date escn tion DEVELOPMENT SERVICES DEPARTMENT CONTENTS: ENLARGED UNIT PLANS - ELECTRICAL SCALE: 1/4" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: E5m12 fffFW:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com 117 1 12 11 12 7 ENLARGED UNIT PLAN -A201 - LIGHTING ENLARGED UNIT PLAN - A201 - ELECTRICAL 1 /4" = 1'-0" � f— % 1 /4" = V-0" SIM: A205, A301, A305, B201, B301, C204, C304, D206, D306 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LIJ am Cn U) O z Z 0 m z p Q LLJ LLI C� J z LV Lu LL CY) Va O Ja N m LU 00 Q N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCH $U B Rev # Date escn tion DEVELOPMENT SERVICES DEPARTMENT R•1►1141011 l ENLARGED UNIT PLANS - ELECTRICAL JI;ALt: 1/4" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: E5ml m .5 T SL-1 SL-1 1 3 00,0071T S L-2 7 [ 7 0 I SL 11 SL-1 10 AN EL A2Q4 O�O SL-1 L68 4 P ENLARGED UNIT PLAN -A204- LIGHTING 1 /4" = 1'-0" 9 8 9 FfFVW;:B] ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com 22.5 23 22.5 23 C 3 J � O 10 )3— S O 5 5 I SL-1 D O 0 10 D f f EL B203 I I I I I I WL-1 SL!1 7 I � I I I I I I II II I I SL-2 O IN- 0SL-1 . 1 SL-1 --— 2-r - ENLARGED UNIT PLAN - A204 - ELECTRICAL ENLARGED UNIT PLAN - B203 - LIGHTING 2 J1 /4" = 1'-0" 1 /4" = 1'-0" SIM: A202, A203, A302, A303, A304, B202, B302, C201, C202, C203, C301, C302, C303, D201, D202, D203, D204, D205, D301, D302, D303, D304, D305 ANEL B203 ENLARGED UNIT PLAN - B203 - 4 ELECTRICAL 1 /4" = 1'-0" SIM: B204, B303, B304 HOUSING HOPE we keep hope alive `DESIGNS northwest P0 it' LIV ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 LU am Cn U) O z Z 0 m z p Q LU w C� J z W w w Cl) LL U) VaH N LU Q N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHL' ILI B Rev # Date r 23 tion 2 01-25-23 REWL2PMENTSERVICES ENLARGED UNIT PLANS SCALE: 1/4" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: E5m14 PROV AN TRAN FEEDER SIZE CHART COPPER — THWN ALUMINUM — XHHW—COMPACT EMT/ EMT/ PVC WIRES GND PVC WIRES GND 50 1 "-4#8 —1#8 60 1.25 "-4#6 —1#8 100 1.25 "-4#2 —1#6 2 "-4#1/0 —1#6 100S —3# 2 —1#4 —3# 1/0 —1#2 125S —3# 1 —1#3 2 "-3#2/0 —1#1 METER CENTER A 150 1,5 "-4#1/0 —1#4 2 "-4#3/0 —1#2 EXTERIOR 200 2 "-4#3/0 —1#2 2.5 "-4#250 —1#1/0 800AMP, 225 2.5 "-4#4/0 —1#1 3 "-4#300 —1#1/0 208Y/120V,30,4W 400 2 "-4#3/0 -1 #2/0 2 2.5 -4#250 -1 #4/0 UL SERVICE LABEL 600 2 3 "-4#350 -1 #3/0 �2� 2 3 ;;-4#500 -1 #250 GROUND PER NEC fffF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com OMIT NEUTRAL OMIT NEUTRAL OOF HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99292 w—designs—com I r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 1. FIT W`1Sh'r N O 00 UU am CIO O FM 0 0 z0 LLJ LU C') J z LLI co I— ILLLu V Q O JaCY) C/) LLI Q 00 N00 PERMIT SET ISSUE DATE: SEPTEMBER 2022 0042 REVISION SCHl!D&-E%J U 13 Rev # Date escridtion G! Y OF E MON9S- 1 10 19 2022 DEVC�QP( UT SERVICES �I p�.q TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set I.VI14ILIN1b: ONE LINE DIAGRAM SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 SHEET: E6n0 UTILITY DEMARC POINT UNDER NEGOTIATION 1" ENT-(2)CAT6 & (1)RG6 TO EVERY UNIT IDF (TYPICAL)a1 4" ZIPLY 4" SPARE 2"-(1)8 STRAND FIBER IN INNERDUCT \ (2) GEL CAT6 FOR OWNER'S NETWORK, 1 ' ZIPLY FIBER IN INNERDUCT 1.25"- FIRE ALARM 2" SPARE (3) 4" FOR UTILITIES UNIT IDF TEL/PHONE RESIDENTIAL IDF DEMARC D AREA 4" ZIPLY 4" SPARE 1" ENT-(2)CAT6 & (1)RG6 TO EVERY UNIT IDF (TYPICAL) a TEL/PHONE DEMARC AREA /— UNIT IDF RESIDENTIAL IDF B 1" ENT-(2)CAT6 & (1)RG6 TO EVERY UNIT IDF (TYPICAL) 4"-(3)8 STRAND FIBER IN INNERDUCT (6) GEL CAT6 4"-WITH 3 INNERDUCTS FOR ZIPLY a 1.25"-FIRE ALARM 2" SPARE 2"-(1)8 STRAND FIBER IN INNERDUCT (2) GEL CAT6 FOR OWNER'S NETWORK, ZIPLY FIBER IN INNERDUCT a 1.25"- FIRE ALARM 2" SPARE 4"-(2)8 STRAND FIBER IN INNERDUCT (4) GEL CAT6 FOR OWNER NETWORK, ZIPLY FIBER IN INNERDUCT< 1.25"-FIRE ALARM 1 UTILITY VAULT 2" SPARE Comm Riser Diagram NITS 4" ZIPLY 4" SPARE (3) 4" FOR UTILITIES /— UNIT IDF 1" ENT-(2)CAT6 & (1)RG6 TO EVERY UNIT IDF a(TYPICAL) TEL/PHONE RESIDENTIAL DEMARC MDFA AREA UTILITY VAULT FLAG NOTES: DZIPLY CORNING CLEARCURVE FINISHED BY ZIPLY INSTALLED BY CONTRACTOR. COOKE 20' AT EACH END. TERMINATION BY ZIPLY. /— UNIT IDF TEL/PHONE DEMARC AREA 4" ZIPLY 4" SPARE RESIDENTIAL IDF C 4"-(1)8 STRAND FIBER IN INNERDUCT (2) GEL CAT6 FOR OWNER NETWORK, ZIPLY FIBER IN INNERDUCT 1.25"-FIRE ALARM a 2" SPARE fffF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99792 w—designs—com r c architecture resource I collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 L1.FITWA N O 00 LIJ am CIO O FM 0 0 Q z 0 Lu W C') J Z LLI co H LU Cj) LL M U) O JaCY) N W00 Q 7- 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 0042 REVISION SCHl!D&-E%J U 13 Rev # Date escriation G! Y OF E MONDS- 1 10 19 2022 DEVC�QP( UT SERVICES I p�.q TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: COMM RISER DIAGRAM SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 SHEET: E6ml MONITOR FOIC AUDIO & USB 1.25" 1.25" DUAL HDMI O F 0 o AV 1 DATA POWER ob 0 (2) HDMI + USB + AUDIO AV CHIEF PNRUB DUAL HDMI � � BRACKET 0 68" O p o M DATA om on 11 AV2�AUDIO&USB AV2 AV1 (WHERE SHOWN) (2) HDMI (2) AUDIO NOTE WHEN IN (2) USB FLOOR BOX BLOCK DIAGRAM CONFERENCE ROOM AV SYSTEM NITS DATA BOARD RJ45, 110 STYLE CATEGORY 6 TERMINATION. CLEARLY LABEL INCOMING AND STATION DUPLEX P .. . I RECEPTACLE WITH SURGE UNIT IDF NITS FIBER PATCH PANEL #2 GROUND—/ RESIDENTIAL IDF B, C, & D NITS 6 SPLITTER LEVITON ENCLOSURE WITH HINGED VENTED DOOR. CLEARLY LABEL INCOMING AND STATION PROVIDE 2 SHELVES FOR ROUTERS/MODEMS/WI-FI DEVICES PROVIDE (1)24 PORT COMBINED DATA PATCH PANEL ELEVATION 12" CABLE TRAY AROUND ROOM SPACE FOR UPS PROVIDED BY OWNER. PROVIDE (3) 48-PORT DATA PATCH PANELS HORIZONTAL WIRE MANAGEMENT (TYPICAL) VERTICAL WIRE MANAGEMENT (TYPICAL) DUPLEX RECEPT ON WALL BEHIND I PROVIDE (1) 24-PORT CAM PATCH PANEL PROVIDE (1) 24-PORT WAP PATCH PANEL #2 GR, FLOOR (TYPICAL) FfF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com An HOUSING HOPE we keep hope alive DESIGNS northwest elt LIX ARCHITECTS 360. 629.3441 P.O. Bax 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com a r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 L1.FIT WA TV N O 00 UU am CIO O �0 z Q z 0 Lu W C') J Z LLI co LU W Cj) LL M 67 N O _� N LO LuN PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCH�DEk-E%A v B Rev # Date _QDescriRtion G! Y OF E mONDS 1 10 19 2022 DEVEWA UT SERVICES �I p�,�ITMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: COMM DETAILS SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 E6m2 TYPE LAMP BD LED 41W PL-1 PL-1E PL-2 PL-2E RL-1 RL-1E R L-2 RL-2E S L-1 S L-2 S L-3 SL-3E S L-4 S L-4 E S L-5 iz S L-7 N U W W N a 0 x 2 N M J O = N LED 31W LED 60 W LED 35 W LED 15W LED 26W LED 15W LED 45W LED 30W LED 31W OMTl LUMEN CCT OUTPUT 1,1053 3000K LUMENS 4269 LUMENS 3000K �IIIII]��I►�1_�►L��IIII1]�1 L�� ���I►� 1_�►L��IIII1]�1 2030 LUMENS 3000K LIGHTING FIXTURE SCHEDULE - HOUSING HOPE ELCFA VOLTAGE MINIMUM CONTROL MANUFACTURER DESCRIPTION CRI 120 V 70 CRI 0-10V GARDCO BEVEL HEAD LED BOLLARD WITH DIM BRM834-42-54L-116-WW-G2-120-IMRI- MOTION RESPONSE OCCUPANCY XX SENSOR. PROVIDE PRECAST CONCRETE BASE. FC LIGHTING: FCB HYDREL:3120C F B ENGINEERS= Travis Fitzmaurice Wartelle LOCATION Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 SITE p:206-285-7228 info@tf-wb.com 120 V 80 CRI SWITCH METALUX SUSPENDED LENSED LED STRIPLIGHT. MECH, ELEC, IDF, SNLED-LD5-41SL-LW-L830 MOUNT ON #10 CHAIN, 6" BELOW MDF CEILING. LITHON IA:ZLID 120 V 80 CRI 0-10V DIM 120 V 80 CRI 0-10V DIM 120 V 70 CRI 0-10V DIM TRULY GREEN SO LA24-60W-30K-D 1-PM-U SPITZER LIGHTING: SOL METALUX 24CZ2-45-HE-UNV-L830 LITHONIA: BLT4 METALUX 22CZ2-20HE-UNV-L830 LITHONIA: 2BLT2 2000 LUMENS 2700K 120 V 80 CRI SWITCH HALO:SMD SM D14R-20-9S-2700K JUNO: SLIMFORM LED 1200 LUMENS 2700K 120 V 80 CRI MOTION HALO SENSOR SMD6R-12-9S-2700K 5675 LUMENS 3000K 120V 80CRI 0-10VDC DIM FAILSAFE FVS8M-2LO-30K-120-P125-EDD1 LUMINAIRE LED: VERTEX 2200 LUMENS 3000K Ft:i1I1llt111 AUW%I 1911]11 �III]to]►VA Iii ►� LIII];;1 120 V 80 CRI SWITCH F�►�11��:i1Z�"Ilk �Cy71 �► 111�:�IZ�IC��'1��1�[�li TRULYGREEN SL6-40-3000K-U-SK SPITZER: LAS METALUX 4SNLED-LED-I8LSLN-UNV-L830 FSC LIGHTING: L28500 HALO SAME EXCEPT PROVIDE EMERGENCY BATTERY BACKUP 24" ROUND SUSPENDED COMMUNITY FIXTURE.PROVIDE INTEGRAL ROOM OCCUPANCY/DAYLIGHT SENSOR WITH NETWORKED WIRELESS CONTROLS SAME EXCEPT PROVIDE EMERGENCY BATTERY BACKUP RECESSED 2X4 LED BASKET FIXTURE SEE PLANS WITH 0-10V DIMMING DRIVER. PROVIDE INTEGRAL OCCUPANCY/DAYLIGHT SENSOR WITH NETWORKED WIRELESS CONTROLS SAME EXCEPT PROVIDE EMERGENCY BATTERY BACKUP RECESSED 2X2 LED BASKET FIXTURE HALLWAY WITH 0-10V DIMMING DRIVER. 2030 NOMINAL LUMEN OUTPUT. PROVIDE INTEGRAL OCCUPANCY/DAYLIGHT SENSOR WITH NETWORKED WIRELESS CONTROLS SAME AS RL-2 EXCEPT WITH INTEGRAL BATTERY BACKUP SURFACE 14 INCH 2O00 LUMEN UNITS SHALLOW DOWN LIGHT SUITABLE FOR LINE VOLTAGE DIMMING SURFACE 6 INCH 1200 LUMEN SHALLOW UNITS DOWNLIGHT SUITABLE WITH NON CONDUCTIVE TRIM AND UL WET LABEL VANDAL RESISTANT WRAP WITH MAINTENANCE DIMMING.PROVIDE INTEGRAL OCCUPANCY/DAYLIGHT SENSOR WITH NETWORKED WIRELESS CONTROLS SAME AS SL-3 EXCEPT PROVIDE BATTERY BACKUP SAME AS PL-1 BUT SURFACE MOUNT MECH, ELEC, IDF, MDF SAME AS SL-4 EXCEPT PROVIDE BATTERY BACKUP SURFACE MOUNT 6 INCH WIDE FLAT RESTROOMS PANEL.PROVIDE INTEGRAL OCCUPANCY/DAYLIGHT SENSOR WITH NETWORKED WIRELESS CONTROLS SURFACE MOUNTED LED LENSED EXTERIOR BIKE STRIPLIGHT. SURFACE 4 INCH 600 LUMEN SHALLOW UNITS DOWNLIGHT A TYPE LAMP SL-8 LED 15W SL-8E UC LED 21W WL-1 LED 23 W WL-2 LED 38 W WL-2E WL-3 LED 17W WL-4 LED 12W WL-5 LED 15W CL LED 15W X LED 2.1 W LIGHTING FIXTURE SCHEDULE - HOUSING HOPE ELCFA LUMEN CCT VOLTAGE MINIMUM CONTROL MANUFACTURER DESCRIPTION LOCATION OUTPUT CRI 1113 LUMENS 3000K 120 V 90 CRI SWITCH LITON:DLQ 6" SQUARE SURFACE MOUNTED LED ENTRY DLQ-360EM-XX-T30-C97-GB-FR FROSTED LENSED DOWNLIGHT WITH INTEGRAL BATTERY BACKUP. INTEGRAL JBOX. SAME AS SL-8 EXCEPT PROVIDE BATTERY BACKUP 1540 LUMENS 2700K 120V 80CRI SWITCH HALO UNDERCABINET LIGHT, SOLID FRONT H U 11-48-S FSC LIGHTING: L31 1100 LUMENS 2700K 120V 80 CRI SWITCH TECH LIGHTING 24" WALL MOUNTED BATHROOM UNITS 70OBCLUFR-XX-LED927 VANITY SCONCE. HORIZONTAL MOUNT DALS: NOBLE ONE 4129 LUMENS 3000K 120V 70 CRI TIMECLOCK, GARDCO WALL MOUNTED FIXTURE WITH TYPE 4 EXTERIOR WALL MOTION 101L-16L-700-WW-4-UNV-BL-IMRI3-XX LIGHTING DISTRIBUTION AND HEAVY SENSOR DIFFUSE LENS. UL WET LABEL, -20F LITHONIA: WEDGE 2 DRIVER. PROVIDE INTEGRAL MOTION SENSOR. MOUNT AT 20' AFF UNLESS OTHERWISE NOTED ON DRAWINGS. SAME AS WL-2 EXCEPT PROVIDE INTEGRAL COLD WEATHER, OUTDOOR BATTERY BACKUP WITH SELF DIAGNOSTICS 445 LUMENS 3000K 120V 70 CRI TIMECLOCK, DUAL-LITE WALL MOUNTED FIXTURE WITH EXTERIOR STAIRS PHOTOCELL PGN INTEGRAL EMERGENCY BACKUP AND PHOTOCELL AND CUTOFF SHIELD FOR SURE-LITES: SELDWA DARKSKY OPERATION. ISOLITE:OWL 1488 LUMENS 3000K 120V 70 CRI TIMECLOCK, GARDCO WALL MOUNTED FIXTURE WITH TYPE 2 EXTERIOR WALL MOTION 101L-16L-200-WW-2-UNV-BL-IMRI3-XX LIGHTING DISTRIBUTION AND HEAVY SENSOR DIFFUSE LENS. UL WET LABEL, -20F LITHONIA: WEDGE 2 DRIVER. PROVIDE INTEGRAL MOTION SENSOR. MOUNT AT 12' AFF UNLESS OTHERWISE NOTED ON DRAWINGS. 880 LUMENS 3000K 120V 70 CRI TIMECLOCK, MAXIM LIGHTING SMALL WALL MOUNTED LED FIXTURE AT UNIT EXTERIOR SWITCH 52120 UNIT DOORS. PROVIDE WITH 3000k AND 15 WATT INTEGRATED LED. TIMECLOCK LITHONIA: WEDGE 1 CONTROLS FOR LEVELS 2 AND 3. TECH LIGHTINGI PITCH SINGLE 880 LUMENS 3000K 120V 70 CRI TIMECLOCK, CELESTIAL LIGHTING: HYDRA SWITCH GF27-12 FIREFLY LIGHTING:FESTON TIVOLI: LITESPHERE ADAPT 120V LITHONIA EXG-LED-EL-M6 SURE-LITES: LPX QALL COLORS, FINISHES, ETC ARE BY ARCHITECT. 1 MOUNTING HEIGHTS PER ARCHITECTURAL ELEVATIONS. LED EXTERIOR STRING LIGHTS WITH EXTERIOR FROSTED LAMP AND 12" SPACING. COURTYARD PROVIDE ALL MOUNTING ACCESSORIES. SEE DRAWINGS FOR LENGTHS. Ir\ HOUSING = I HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w—designs—com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 L 1' FrT2� TV N O 00 UjM am Cn O �=E0 z z Q Uj LU C') J M Z Uj co _ F- W (n Lim 1-- C/) O _CY) N UjN PERMIT SET IssUE DATE: SEPTEMBER 2022 0042 REVISION SCHl!DL1t-E%J U 13 Rev # Date 'rDescriRtion G! Y OF E MONDS- 1 10 19 2022 DEVC�QP( UT SERVICES �I p�.q TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: CEILING CONTRACTOR SELECT SEE PLANS LIGHT FIXTURE THERMOPLASTIC LED EXIT SIGN WITH SCHEDULE ALL MOUNTING ACCESSORIES AND SELF DIAGNOSTIC BATTERY BACKUP. PROVIDE ARROWS AND FACES AS SCALE: As indicated SHOWN ON DRAWINGS. PROVIDE DRAWN: ELIAS GREEN LETTERS AND UNIFORM LENS CHECKED: MF PROJECT NO: 2021031.00 SHEET: E7nO � N Q O U N N ON LIGHTING CONTROL SCHEDULE: HH ELCFA CONTROLLER ROOM PANEL A100 CORRIDOR AH1 A101 COMMUNITY AH1 4 BUTTON SWITCH: All02 3 BUTTON SWITCH. - All 03 3 BUTTON SWITCH. - All 04 3 BUTTON SWITCH. - All 05 3 BUTTON SWITCH. - Al 06 3 BUTTON SWITCH. - All 07 3 BUTTON SWITCH. - All 08 3 BUTTON SWITCH. A111 4 BUTTON S WITCH. ZONE: FUNCTION 1) a,b,c ON/OFF 2) c ON/OFF 3) a DIM UP 4) a DIM DOWN PROPERTY OFFICE AH1 ZONE. FUNCTION 1) a ON/OFF 2) a DIM UP 3) a DIM DOWN PLUG LOAD CONTROLS AH1 PROPERTY OFFICE AH1 ZONE. FUNCTION 1) a ON/OFF 2) a DIM UP 3) a DIM DOWN PLUG LOAD CONTROLS AH1 SECURE FILE AH1 ZONE. FUNCTION 1) a ON/OFF 2) a DIM UP 3) a DIM DOWN COPY/WORK AH1 ZONE: FUNCTION 1) a ON/OFF 2) a DIM UP 3) a DIM DOWN PLUG LOAD CONTROLS AH1 SERVICES OFFICE AH1 ZONE. FUNCTION 1) a ON/OFF 2) a DIM UP 3) a DIM DOWN PLUG LOAD CONTROLS AH1 SERVICES OFFICE AH1 ZONE. FUNCTION 1) a ON/OFF 2) a DIM UP 3) a DIM DOWN PLUG LOAD CONTROLS AH1 CONSULTATION AH1 ZONE. FUNCTION 1) a ON/OFF 2) a DIM UP 3) a DIM DOWN PLUG LOAD CONTROLS AH1 CHILDREN'S AH1 ZONE. FUNCTION 1) a-f ON/OFF 2) a-c ON/OFF 3) a DIM UP 4) a DIM DOWN CIRCUIT INTERFACE CONTROL DEVICES DESCRIPTION 9 a WIRELESS CONTROLLER WIRELESS SWITCH, TIMECLOCK, OCCUPANCYSENSOR GENERAL 5 a WIRELESS CONTROLLER WIRELESS SWITCH,, OCCUPANCY SENSOR,PHOTOCELL PRIMARY DAYLIGHT 5 b WIRELESS CONTROLLER WIRELESS SWITCH, , OCCUPANCY SENSOR,PHOTOCELL SECONDARY DAYLIGHT 5 c WIRELESS CONTROLLER WIRELESS SWITCH, , OCCUPANCYSENSOR GENERAL ENGRAVED SWITCH LABEL: ON/OFF FRONT T 7 a WIRELESS CONTROLLER WIRELESS SWITCH, , VACANCYSENSOR ENGRAVED SWITCH LABEL.- ON/OFF T 14 b TIMER VIA LIGHTING CONTROL SYSTEM 3 a WIRELESS CONTROLLER WIRELESS SWITCH, , VACANCYSENSOR ENGRAVED SWITCH LABEL.- ON/OFF T 8 b TIMER VIA LIGHTING CONTROL SYSTEM 3 a WIRELESS CONTROLLER WIRELESS SWITCH, VACANCYSENSOR ENGRAVED SWITCH LABEL.- ON/OFF T 3 a WIRELESS CONTROLLER WIRELESS SWITCH, VACANCYSENSOR ENGRAVED SWITCH LABEL.- ON/OFF T 49 TIMER VIA LIGHTING CONTROL SYSTEM 7 a WIRELESS CONTROLLER WIRELESS SWITCH, VACANCY SENSOR ENGRAVED SWITCH LABEL.- ON/OFF T 18 b TIMER VIA LIGHTING CONTROL SYSTEM 7 a WIRELESS CONTROLLER WIRELESS SWITCH, VACANCYSENSOR ENGRAVED SWITCH LABEL.- ON/OFF T 43 b TIMER VIA LIGHTING CONTROL SYSTEM 3 a WIRELESS CONTROLLER WIRELESS SWITCH, VACANCYSENSOR ENGRAVED SWITCH LABEL.- ON/OFF T 12 b TIMER VIA LIGHTING CONTROL SYSTEM 1 a WIRELESS CONTROLLER WIRELESS SWITCH, VACANCY SENSOR, PHOTOCELL 1 b WIRELESS CONTROLLER WIRELESS SWITCH, VACANCY SENSOR, PHOTOCELL 1 c WIRELESS CONTROLLER WIRELESS SWITCH, VACANCY SENSOR, PHOTOCELL 1 d WIRELESS CONTROLLER WIRELESS SWITCH, VACANCY SENSOR, PHOTOCELL 1 e WIRELESS CONTROLLER WIRELESS SWITCH, VACANCY SENSOR, PHOTOCELL 1 f WIRELESS CONTROLLER WIRELESS SWITCH, VACANCY SENSOR, PHOTOCELL ENGRAVED SWITCH LABEL.- ON/OFF FRONT T GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL PRIMARY DAYLIGHT FRONT SECONDARY DAYLIGHT FRONT PRIMARY DAYLIGHT FRONT PRIMARY DAYLIGHT SECONDARY DAYLIGHT GENERAL LIGHTING CONTROL SCHEDULE: HH ELCFA CONTROLLER ROOM PANEL CIRCUIT INTERFACE CONTROL DEVICES All12 SERVICES OFFICE AH1 7 a WIRELESS CONTROLLER WIRELESS SWITCH, VACANCYSENSOR 3 BUTTON SWITCH. ZONE: FUNCTION: ENGRAVED SWITCH LABEL.- 1 ) a ON/OFF ON/OFF 2) a DIM UP T 3) a DIM DOWN PLUG LOAD CONTROLS AH1 41 b TIMER VIA LIGHTING CONTROL SYSTEM C123 MAINTENANCE CH1 1 a WIRELESS CONTROLLER WIRELESS SWITCH, OCCUPANCYSENSOR 3 BUTTON SWITCH. ZONE: FUNCTION: ENGRAVED SWITCH LABEL.- 1 ) a ON/OFF ON/OFF 2) a DIM UP T 3) a DIM DOWN EXTERIOR LIGHTS A-EXT ELEC A 13 PHOTOCELL, TIMECLOCK 15 PHOTOCELL, TIMECLOCK 17 PHOTOCELL, TIMECLOCK 4 BUTTON SWITCH: ZONE: FUNCTION: ENGRAVED SWITCH LABEL.- 1) 13 ON/OFF BLDG A EXTERIOR 2) 15 ON/OFF WEST STAIR 3) 17 ON/OFF EAST STAIR 4) 19 ON/OFF STRING LIGHTS B-EXT ELEC B 3 PHOTOCELL, TIMECLOCK 5 PHOTOCELL, TIMECLOCK 2 BUTTON SWITCH: ZONE: FUNCTION: ENGRAVED SWITCH LABEL.- 1) 3 ON/OFF BLDG A EXTERIOR 2) 5 ON/OFF SOUTH PARKING C-EXT ELEC C 3 PHOTOCELL, TIMECLOCK, MOTION SENSOR 2 BUTTON SWITCH: ZONE: FUNCTION: ENGRAVED SWITCH LABEL. 1) 3 ON/OFF BLDGA EXTERIOR 2) 5 ON/OFF STRING LIGHTS D-EXT ELEC D 3 PHOTOCELL, TIMECLOCK, MOTION SENSOR 1 BUTTON SWITCH: ZONE: FUNCTION: ENGRAVED SWITCH LABEL.- 1) 3 ON/OFF BLDGA EXTERIOR *ALL SWITCH LABELS SHALL BE ENGRAVED FfF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com DESCRIPTION GENERAL GENERAL BUILDING A EXTERIOR LIGHTS WEST STAIR EAST STAIR BUILDING B EXTERIOR LIGHTS SOUTH PARKING LIGHTS EXTERIOR LIGHTS EXTERIOR LIGHTS HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99792 w—designs—com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 L 1' FIT0 WA �, TV N 0 00 UUrn am Cn O �z 0 z0 Lu LU C') J Z LLI co I— LU LU Cj) LL U) O J _LO N Lu Q 00 N 00 PERMIT SET ISSUE DATE: SEPTEMBER 2022 0042 REVISION SCHl!D&-E%J U 13 Rev # Date -QDescriRtion G! Y OF E MON96- 1 10 19 2022 DEVC�QP( UT SERVICES �I p�.q TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: LIGHTING CONTROL SCHEDULE SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 SHEET: E7ml m 3 0 co W 0 N U W W a, a 0 x IL N M 0 O = N � N Q O U N N ON fffF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com HOUSING HOPE we keep hope alive DESIGNS F Vnorthwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99792 w—designs—com r c architecture resource collaborative MECHANICAL EQUIPMENT CONNECTION SCHEDULE MOTOR DISCONNECT/ 119 MAIN ST, STE #200 TAG HP KW MCA MOCP VOLTAGE PHASE STARTER BREAKER SIZE CIRCUIT CONDUIT/WIRE NOTES GENERAL: SEE MECHANICAL SEATTLE, WA 98104-2579 DRAWINGS FOR ADDITIONAL (206) 322-3322 CONNECTION DETAILS INDOOR HEAT PUMPS IHP-A1 1 15 208 1 DISCONNECT 15/2 AH1-53,55 3/4"-4#12 1.FIT IHP-A2 1 15 208 1 DISCONNECT 15/2 AH1-57,59 3/4"-4#12 'N"0 WAS2 IHP-A3 1 15 208 1 DISCONNECT 15/2 AH1-53,55 3/4"-4#12 IHP-A4 0.25 15 208 1 DISCONNECT 15/2 AH1-57,59 3/4"-4#12 IHP-A5 1 15 208 1 DISCONNECT 15/2 AH1-61,63 3/4"-4#12 m TV E OUTDOOR HEAT PUMP IONAL OHP-Al 46 55 208 1 FUSED DISCONNECT 60/3 AH1-65,67,69 3/4"-4#16 & 1#10 GND ENERGY RECOVERY VENTILATORS ERV-Al 3.8 15 208 1 FUSED DISCONNECT 15/2 AH1-71,73 3/4"-4#12 ERV-A2 3.8 15 208 1 FUSED DISCONNECT 15/2 AH1-75,77 3/4"-4#12 cfl ERV-A3 3.8 15 208 1 FUSED DISCONNECT 15/2 AH1-79,81 3/4"-4#12 C) ERV-RES 120 1 DISCONNECT 20/1 UNIT PANEL 3#12 CONNECT TO UNIT PANEL UU M ELECTRIC HEATERS Q EH -FIRE (BLDG A) 0.5 120 1 DISCONNECT 20/1 AH1-83 3/4"-3#12 am CIO U) EH -FIRE (BLDG B) 0.5 120 1 DISCONNECT 20/1 BH1-45 3/4"-3#12 O 0 EH -FIRE (BLDG C) 0.5 120 1 DISCONNECT 20/1 CH1-43 3/4"-3#12 z z EH-MECH (BLDG A) 0.5 120 1 DISCONNECT 20/1 AH1-50 3/4"-3#12 Q Uj LU 0 EH-MECH (BLDG B) 0.5 120 1 DISCONNECT 20/1 BH1-32 3/4"-3#12 2 EH-MECH (BLDG C) 0.5 120 1 DISCONNECT 20/1 CH1-32 3/4"-3#12 0 EH-MECH (BLDG D) 0.5 120 1 DISCONNECT 20/1 DI1-12 3/4"-3#12 M C/) EH-LND 0.84 120 1 DISCONNECT 20/1 CH1-45 3/4"-3#12 z LU� � EH-MNT 0.935 120 1 DISCONNECT 20/1 CH1-47 3/4"-3#12 W EH-RES1X VARIES 120 1 DISCONNECT 20/1 3#12 CONNECT TO UNIT PANEL EH-RES2X VARIES 208 1 DISCONNECT 20/2 4#12 CONNECT TO UNIT PANEL Cn Lim FANS EF-LAUND 120 1 DISCONNECT 20/1 CH1-49 3/4"-3#12 O a N EF-MNT 120 1 DISCONNECT 20/1 CH1-51 3/4"-3#12 CONNECT TO WALL SWITCH LU 00 CV CEILING FANS CF-1 120 1 DISCONNECT 20/1 SEE PLANS 3/4"-3#12 CONNECT TO WALL SWITCH DAMPERS PERMIT Q- "- I F- 2��MD-LAUND��������120��l��DISC�ONNE�CTT 20/1 CH1-53 3/4"-3#12 INTERLOCK WITH EF-LAUND SET HEAT PUMP WATER HEATER HPWH-A1 7.2 208 1 FUSED DISCONNECT 20/2 AH1-85,87 3/4"-4#12 HPWH-A2 7.2 208 1 FUSED DISCONNECT 20/2 AH1-89,91 3/4"-4#12 HPWH-A3 7.2 208 1 FUSED DISCONNECT 20/2 AH1-93,95 3/4"-4#12 ISSUE DATE: SEPTEMBER 2022 HPWH-A4 7.2 208 1 FUSED DISCONNECT 20/2 AH1-97,99 3/4"-4#12 HPWH-B1 7.2 208 1 FUSED DISCONNECT 20/2 BH1-7,9 3/4"-4#12 HPWH-B2 7.2 208 1 FUSED DISCONNECT 20/2 BH1-11,13 3/4"-4#12 042 REVISION SCH� HPWH-B3 7.2 208 1 FUSED DISCONNECT 20/2 BH1-15,17 3/4"-4#12 HPWH-B4 7.2 208 1 FUSED DISCONNECT 20/2 BH1-31,33 3/4"-4#12 Rev# Date escriRtion G! Y OF E MON96 EAT HPWH-C1 7.2 208 1 FUSED DISCONNECT 20/2 CH1-7,9 3/4"-4#12 1 10-19-2022 °EV {7EF�TMENRvIcEs HPWH-C2 7.2 208 1 FUSED DISCONNECT 20/2 CH1-11,13 3/4"-4#12 2 01-25-2023 REV 3 03-30-2023 Conformed Set HPWH-C3 7.2 208 1 FUSED DISCONNECT 20/2 CH1-15,17 3/4"-4#12 HPWH-C4 7.2 208 1 FUSED DISCONNECT 20/2 CH1-31,33 3/4"-4#12 HPWH-D1 7.2 208 1 FUSED DISCONNECT 20/2 DH1-7,9 3/4"-4#12 HPWH-D2 7.2 208 1 FUSED DISCONNECT 20/2 DH1-11,13 3/4"-4#12 HPWH-D3 7.2 208 1 FUSED DISCONNECT 20/2 DH1-15,17 3/4"-4#12 HPWH-D4 7.2 208 1 FUSED DISCONNECT 20/2 DH1-31,33 3/4"-4#12 CONTENTS: WATER HEATER SCHEDULE MECHANICAL WH-A 12.3 208 3 DISCONNECT 45/3 AH1-101,103,105 3/4"-4#8 & 1#10 GND SCHEDULE WH-B 12.3 208 3 DISCONNECT 45/3 BH1-39,41,43 3/4"-4#8 & 1#10 GND WH-C 18 208 3 DISCONNECT 70/3 CH1-35,37,39 1.25"-4#4 & 1#8 GND WH-D 12.3 208 3 DISCONNECT 45/3 DH1-35,37,39 3/4"-4#8 & 1#10 GND SCALE: As indicated HEAT TRACE DRAWN: ELIAS HEAT TRACE (BLDG A) 0.5 120 1 DISCONNECT 20/1 AH1-109 3/4"-3#12 CHECKED: MF HEAT TRACE (BLDG B) 0.5 120 1 DISCONNECT 20/1 BH1-47 3/4"-3#12 PROJECT NO: 2021031.00 HEAT TRACE (BLDG C) 0.5 120 1 DISCONNECT 20/1 CH1-18 3/4"-3#12 HEAT TRACE (BLDG D) 0.5 120 1 DISCONNECT 20/1 AH1-83 3/4"-3#12 SHEET: E8n0 METER CENTER A LOCATION BUILDING A MOUNTING SURFACE AIC 65,000 FED FROM SNOPUD NEMA 3R CCT NO. CCT BRKR DESCRIPTION 1 400/3 HOUSE PANEL AHI 2 60/3 SPARE 3 125/2 PANEL A201 4 125/2 PANEL A202 5 125/2 PANEL A203 6 125/2 PANEL A204 7 125/2 PANEL A205 8 125/2 PANEL A301 9 125/2 PANEL A302 10 125/2 PANEL A303 11 125/2 PANEL A304 12 125/2 PANEL A305 13 SPACE 14 SPACE RESIDENTIAL LOAD CALCULATION TOTAL CONNECTED LOAD TOTAL NUMBER OF UNITS = 10 DEMAND FACTOR TOTAL RESIDENTIAL LOAD COMMERCIAL LOAD CALCULATION CONNECTED KVA LIGHTS RECEPTACLES HEATING LARGEST MOTOR OTHER MOTORS MISCELLANEOUS KITCH. APPLIANCES TOTAL LOAD 3 c6 o6 W 0 N U W W N a 0 x Co N M J O = N � N Q O U N N ON VOLTS 208 /120 AMPS 800 MAIN CIRCUIT BREAKER GROUND BUS UL SERVICE LABEL LOAD KVA 63.92 0.00 21.14 19.47 19.47 19.47 21.09 21.13 19.47 19.47 19.47 21.09 0.00 0.00 DEMAND FACTOR 3 PHASE, 4 WIRE, WYE 201.27 KVA 43% 86.54395 KVA DEMAND KVA AMPS 2.84 125% 3.55 9.85 19.98 100% 19.98 55.46 12.80 100% 12.80 35.53 17.00 125% 21.25 58.98 9.20 100% 9.20 25.54 2.10 100% 2.10 5.83 0.00 100% 0.00 0.00 63.92 68.88 191.19 155.42 431.73 HOUSING HOPE FfF B we keep hope alive ENGINEERS= *PROVIDE GFCI BREAKER PANEL AHI 2 SECTION VOLTS 208 /120 3 PHASE, 4 WIRE, WYE LOCATION BUILDING A AMPS 400 Travis ue Engineers s Inc. le DESIGNS MOUNTING SURFACE SUBFEED LUGS TO SECTION 2 Balangue Engineers Inc. n o r t h w e s t A I C 50,000 GROUND BUS 1200 Westlake Ave. N., #509 ARCHITECTS FED FROM METER CENTER A PROVIDE SURGE PROTECTOR Seattle, WA 98109 FULLY GASKETED PANEL P. 0 * Box 1270 p:206-285-7228 info@tf-wb.com Sta-oad53µ2AS98te9B CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD - designs-com NO. BRKR KVA NO. BRKR KVA 1 20/I LIGHTS CHILDRENS 0.48 2 20/I RECEPTS MECH,FIRE,EXT 1.26 3 20/I LIGHTS RESTROOMS, OFF 0.55 4 20/I RECEPTS CORRIDOR,STOR 0.90 5 20/I LIGHTS COMMUNITY 0.36 6 20/I RECEPTS RR, STOR, EXT 1.08 7 20/I LIGHTS SOUTH OFFICE 0.35 8 20/I RECEPTS OFF A103 1.08 r c 9 20/I LIGHTS CORRIDOR 0.20 10 20/I RECEPTS SECURE/PACKING 1.08 11 20/ I SPARE 0.00 12 20/1 RECEPTS CONSULT 1.08 architecture resource collaborative 13 20/1 EXTERIOR BLDG LTS 0.26 14 20/1 RECEPTS OFF A102 1.08 15 20/1 EXTERIOR S STAIR LTS 0.32 16 20/1 RECEPTS COMM PANTRY 0.72 119 MAIN ST STE #200 17 20/1 EXTERIOR N STAIR LTS 0.32 18 20/1 RECEPTS OFFICE A106 1.08 19 40/2 FUTURE EV PARKING 0.00 20 40/2 FUTURE EV PARKING 0.00 SEATTLE, WA 98104-2579 21 1 22 1 0.00 23 40/2 FUTURE EV PARKING 0.00 24 40/2 FUTURE EV PARKING 0.00 (206) 322-3322 27 40/2 FUTURE EV PARKING 0.00 28 40/2 FUTURE EV PARKING 0.00 1 0.00 39 20%I RECEPTS COMMUNITY 0.90 322 20%I RECEPTS CHILDRENS 0.90 33 20/I RECEPTS COMMUNITY 0.54 34 20/I RECEPTS CHILDRENS 0.54 y1 FIT2 35 20/I RECEPTS COMMUNITY 0.90 36 20/I RECEPTS CHILDRENS 0.90 �0 WAShj f9� 37 20/I REFER COMMUNITY 0.70 38 20/I CLG FAN CHILDRENS 0.20 39 20/I CLG FANS COMM 0.20 40 20/I RECEPT BLDG A BOARD 0.36 41 20/I RECEPTS OFF A112 1.08 42 20/I RECEPTS MDF 0.72 43 20/1 RECEPTS OFF A107 1.08 44 20/I RECEPTS MDF 0.72 45 20/1 RECEPTS COPY 0.36 46 20/ I FACP 0.50 0,10 47 20/1 RECEPTS COPY 0.36 48 20/ I IRRIGATION CONTROLLER 0.10 IONALVE��� 49 20/1 RECEPTS COPY 0.18 50 20/I EH-MECH 0.50 51 20/1 RECEPTS COPY 1.08 52 20/I SPARE 0.00 53 15/2 IHP-AI,IHP-A3 0.20 54 20/I SPARE 0.00 55 1 56 20/I SPARE 0.00 57 15/2 IHP-A2,IHP-4 0.20 58 20/I SPARE 0.00 59 1 60 20/I SPARE 0.00 61 15/2 IHP-A5 0.20 62 20/I SPARE 0.00 63 1 64 20/I SPARE 0.00 c��l 65 60/3 OHP-AI 17.00 66 20/I SPARE 0.00 C) 67 68 20/I SPARE 0.00 M 69 I 70 20/I SPARE 0.00 U U 71 15/2 ERV-AI 0.80 72 20/I SPARE 0.00 Q 73 1 74 20/I SPARE 0.00 a 75 15/2 ERV-A2 0.80 76 20/I SPACE U) 77 1 78 20/I SPACE079 15/2 ERV-A3 0.80 80 20/I SPACE z 81 1 82 20/I SPACE O 83 20/1 EH -FIRE 0.50 84 20/I SPACE = z 85 20/2 HPWH-AI 1.50 86 20/I SPACE Q W 87 1 88 20/I SPACE LU 89 20/2 HPWH-A2 1.50 90 20/I SPACE 91 1 92 20/I SPACE 93 20/2 HPWH-A3 1.50 94 20/I SPACE 95 1 96 20/I SPACE z UU97 20/2 HPWH-A4 1.50 98 20/I SPACE W 99 100 20/I SPACE 101 45/3 WH-A 12.30 102 20/I SPACE (n Lim � 103 104 20/I SPACE1-- 105 I 106 20/I SPACE rn 107 20/1 HOT BOX 108 20/1 SPACE _ 109 20/. HEAT TRACE 110 20/1 SPACE U III 20/I SPACE 112 20/I SPACE 113 20/1 SPACE 114 20/1 SPACE 115 20/1 SPACE 116 30/3 SURGE PROTECTOR 117 20/1 SPACE 118 = W00 04 119 20/1 SPACE 120 CONNECTED LOAD DEMAND FACTOR DEMAND LOAD KVA KVA AMPS LIGHTS 2.84 125% 3.55 9.85 PERMIT RECEPTACLES 19.98 100% 19.98 55.46 HEATING 12.80 100% 12.80 35.53 LARGEST MOTOR 17.00 125% 21.25 58.98 S ET OTHER MOTORS 9.20 100% 9.20 25.54 MISCELLANEOUS 2.10 100% 2.10 5.83 KITCH. APPLIANCES 0.00 65% 0.00 0.00 63.92 68.88 191.19 ISSUE DATE: SEPTEMBER 2022 SECTION 2 ONLY LOAD DEMAND FACTOR DEMAND LOAD KVA KVA AMPS 0042 LIGHTS 0.00 125% 0.00 0.00 � REVISION SCHI'DU B RECEPTACLES 0.00 100% 0.00 0.00 HEATING 12.80 100% 12.80 35.53 Rev # Date �eOF E mON 4�Y OF MONBS EAT LARGEST MOTOR 0.00 125% 0.00 0.00 1 10-19-2022 °EV {7EF�TMENRvIcEs OTHER MOTORS 6.00 100% 6.00 16.65 2 01-25-2023 REV 2 MISCELLANEOUS 0.70 100% 0.70 1.94 3 03-30-2023 Conformed Set KITCH. APPLIANCES 0.00 65% 0.00 0.00 19.50 19.50 54.13 CONTENTS: PANEL SCHEDULES SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 3 c6 w 0 N U W W N a 0 x � a N M J O = N � N Q O U N N ON PANEL A201 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE PANEL A204 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION A201 AMPS 125 LOCATION A204 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS AIC 22,000 GROUND BUS FED FROM METER CENTER C PROVIDE SURGE PROTECTOR FED FROM METER CENTER C PROVIDE SURGE PROTECTOR *AFCI BREAKER *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA NO. BRKR KVA NO. BRKR KVA NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR2/3 0.00 4 20/1* KITCH CCT 2 0.00 3 15/1* REC LTS BR 2 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 0.00 8 20/1* MICROWAVE 0.00 7 20/I BATHROOM 0.00 8 20/1* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 23 15/1* SPARE 0.00 24 LOAD KVA AMPS LOAD KVA AMPS UNIT AREA 914 SF UNIT AREA 689 SF LIGHTS AND RECEPTS 2.74 13.18 LIGHTS AND RECEPTS 2.07 9.94 SMALL APPLIANCE 3.00 14.42 SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 DISHWASHER 1.20 5.77 HEAT 4.50 21.63 HEAT 3.50 16.83 FANS/MISC 0.50 2.40 FANS/MISC 0.50 2.40 21.14 101.64 19.47 93.59 PANEL A202 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION A202 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER C PROVIDE SURGE PROTECTOR *AFCI BREAKER PANEL A205 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION A205 AMPS 125 CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD MOUNTING FLUSH MAIN CIRCUIT BREAKER NO. BRKR KVA I NO. BRKR KVA AIC 22,000 GROUND BUS FED FROM METER CENTER C PROVIDE SURGE PROTECTOR 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 *AFCI BREAKER 3 15/1* REC LTS BR 2 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD 7 20/I BATHROOM 0.00 8 20/1* MICROWAVE 0.00 NO. BRKR KVA I NO. BRKR KVA 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 3 15/1* REC LTS BR 2 0.00 4 20/1* KITCH CCT 2 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 7 20/I BATHROOM 0.00 8 20/1* MICROWAVE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 23 15/1* SPARE 0.00 24 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 LOAD KVA AMPS 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 UNIT AREA 689 SF 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LIGHTS AND RECEPTS 2.07 9.94 SMALL APPLIANCE 3.00 14.42 LOAD KVA AMPS RANGE 8.00 38.46 MICROWAVE 1.20 5.77 UNIT AREA 898 SF DISHWASHER 1.20 5.77 HEAT 3.50 16.83 LIGHTS AND RECEPTS 2.69 12.95 FANS/MISC 0.50 2.40 SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 19.47 93.59 DISHWASHER 1.20 5.77 HEAT 4.50 21.63 FANS/MISC 0.50 2.40 21.09 101.41 PANEL A203 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE PANEL A301 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION MOUNTING A203 FLUSH AMPS MAIN CIRCUIT 125 BREAKER LOCATION A301 AMPS 125 AIC 22,000 GROUND BUS MOUNTING FLUSH MAIN CIRCUIT BREAKER FED FROM METER CENTER C PROVIDE SURGE PROTECTOR AIC 22,000 GROUND BUS *AFCI BREAKER FED FROM METER CENTER C PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD NO. BRKR KVA NO. BRKR KVA 1 3 15/I* 15/1* REC/LTS MASTER REC LTS BR 2 0.00 0.00 2 4 20/I* 20/1* KITCH CCT 1 KITCH CCT 2 0.00 0.00 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 7 20/I BATHROOM 0.00 8 20/1* MICROWAVE 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 7 20/I BATHROOM 0.00 8 20/1* MICROWAVE 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 17 15/I EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 23 15/1* SPARE 0.00 24 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS LOAD KVA AMPS UNIT AREA 689 SF UNIT AREA 911 SF LIGHTS AND RECEPTS SMALL APPLIANCE 2.07 3.00 9.94 14.42 LIGHTS AND RECEPTS 2.73 13.14 RANGE 8.00 38.46 SMALL APPLIANCE 3.00 14.42 MICROWAVE 1.20 5.77 RANGE 8.00 38.46 DISHWASHER 1.20 5.77 MICROWAVE 1.20 5.77 HEAT 3.50 16.83 DISHWASHER 1.20 5.77 FANS/MISC 0.50 2.40 HEAT 4.50 21.63 FANS/MISC 0.50 2.40 19.47 93.59 21,13 101,60 FfF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com HOUSING HOPE we keep hope alive DESIGNS northwest elt LIX ARCHITECTS 360.629.3441 P.O. Bax 1270 10031 SR 532Suite B Stanwood, Wk 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 L 1' FITWA C.� a TV N 0 00 UUrn am CIO O Fz 0 z0 Lu LU C') J Z LLI co H W Cj) LL N O J _LO N LLI 00 LO PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHl!DEk-E%X U B Rev # Date _QDescriRtion G! Y OF E MON 1 10 19 2022 DEVC�QP(RT SERVICES �I p�.q TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: PANEL SCHEDULES SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 C EET: E1,4LL AW\ HOUSING = I HOPE FfF B we keep hope alive / PANEL A302 LOAD CENTER VOLTS 208 120 I PHASE, 3 WIRE PANEL A305 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE E N G I N E E R S LOCATION A302 AMPS 125 LOCATION A305 AMPS 125 MOUNTING FLUSH MA I N CIRCUIT BREAKER MOUNTING FLUSH MA I N CIRCUIT BREAKER Travis Fitzmaurice Wartelle DESIGNS A I C 22,000 GROUND BUS A I C 22,000 GROUND BUS Balangue Engineers Inc. n o r t h w e s t FED FROM METER CENTER C PROVIDE SURGE PROTECTOR FED FROM METER CENTER C PROVIDE SURGE PROTECTOR 1200 Westlake Ave. N., #509 ARCHITECTS *AFCI BREAKER *AFCI BREAKER Seattle, WA 98109 360.629.3441 CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD St-ox,W p: 206 285 7228 info@tf wb.com Soonµ SRds 3µ2xS.i e9B NO. BRKR KVA NO. BRKR KVA NO. BRKR KVA NO. BRKR KVA www.designs-com 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2 0.00 4 20/1* KITCH CCT 2 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/1* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 5 15/I* RC%LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/1 BATHROOM 0.00 8 20/1* MICROWAVE 0.00 7 20/1 BATHROOM 0.00 8 20/1* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 r c 11 15/1 EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/ I EH-RES2 MASTER 0.00 14 1 0.00 13 15/ I EH-RES2 MASTER 0.00 14 1 0.00 architecture resource collaborative 15 15/1 EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 119 MAIN ST, STE #200 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 SEATTLE, WA 98104-2579 23 15/1* SPARE 0.00 24 23 15/1* SPARE 0.00 24 (206) 322-3322 LOAD KVA AMPS LOAD KVA AMPS UNIT AREA 689 SF UNIT AREA 898 SF LIGHTS AND RECEPTS 2.07 9.94 LIGHTS AND RECEPTS 2.69 12.95 1. FIT SMALL APPLIANCE 3.00 14.42 SMALL APPLIANCE 3.00 14.42 y0 WAsh RANGE 8.00 38.46 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 MICROWAVE 1.20 5.77 C5; DISHWASHER 1.20 5.77 DISHWASHER 1.20 5.77 1 HEAT 3.50 16.83 HEAT 4.50 21.63 FANS/MISC 0.50 2.40 FANS/MISC 0.50 2.40 ���SIONAL E������ 19.47 93.59 21.09 101.41 PANEL A303 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION A303 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER N AIC 22,000 GROUND BUS 000 LIJ FED FROM METER CENTER C PROVIDE SURGE PROTECTOR *AFCI BREAKER Q CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD am (n NO. BRKR KVA I NO. BRKR KVA Uj I 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT I 0.00 O z 3 15/1* REC LTS BR 2 0.00 4 20/1* KITCH CCT 2 0.00 0 5 15/1* RC%LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/1 BATHROOM 0.00 8 20/1* MICROWAVE 0.00 Q Lu 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 U J 11 15/1 EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/1 EH-RES2 MASTER 0.00 14 1 0.00 15 15/1 EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 cr) 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 ZUU 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 LLU 23 15/I* SPARE 0.00 24 Cn � � LOAD KVA AMPS UNIT AREA 689 SF O�aCY) LIGHTS AND RECEPTS 2.07 9.94 N SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 = Uj 00 MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 HEAT 3.50 16.83 FANS/MISC 0.50 2.40 19.47 93.59 PERMIT SET PANEL A304 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION A304 AMPS 125 MOUNTING FLUSH MA I N CIRCUIT BREAKER ISSUE DATE: SEPTEMBER 2022 AIC 22,000 GROUND BUS FED FROM METER CENTER C PROVIDE SURGE PROTECTOR *AFCI BREAKER 0042 CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD REVISION SCHI'D&-E%J U B NO. BRKR KVA NO. BRKR KVA Rev # Date escri�tion G! Y OF E MONDS- 1 15/1* REC/LTS MASTER 0.00 2 20/ I * KITCH CCT 1 0.00 DEV�Q� �}� T SERVICES 3 15/ I * REC LTS BR 2 0.00 4 20/1* KITCH CCT 2 0.00 1 10-19-2022 {7EF�TMENT 5 15/1* RC%LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 2 01-25-2023 REV 2 7 20/ 1 BATHROOM 0.00 8 20/1* M I CROWAVE 0.00 3 03-30-2023 Conformed Set 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 CONTENTS: LOAD KVA AMPS PANEL SCHEDULES UNIT AREA 689 SF LIGHTS AND RECEPTS 2.07 9.94 SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 SCALE: As indicated MICROWAVE 1.20 5.77 3 DISHWASHER 1.20 5.77 DRAWN: EL/AS m HEAT 3.50 16.83 CHECKED: MF FANS/MISC 0.50 2.40 PROJECT No: 2021031.00 c6 W N 19.47 93.59 S EET: J W N a 0 �a E 03 1 N M 0 O = N � N Q O U N d ON N METER CENTER B LOCATION BUILDING B MOUNTING SURFACE AIC 50,000 FED FROM SNOPUD NEMA 3R CCT CCT DESCRIPTION NO. BRKR VOLTS 208 /120 AMPS 600 MAIN CIRCUIT BREAKER GROUND BUS UL SERVICE LABEL LOAD KVA 1 400/3 HOUSE PANEL BHI 44.75 2 50 3 SPARE 0.00 3 125/2 PANEL 13101 21.10 4 125/2 PANEL B102 19.47 5 100/2 PANEL B103 17.83 6 100/2 PANEL B104 17.70 7 125/2 PANEL B201 21.14 8 125/2 PANEL B202 19.47 9 100/2 PANEL B203 18.08 10 100/2 PANEL B204 18.13 II 125/2 PANEL B301 21.14 12 125/2 PANEL B302 19.47 13 100/2 PANEL B303 18.08 14 100/2 PANEL B304 18.13 15 SPACE 0.00 16 SPACE 0.00 RESIDENTIAL LOAD CALCULATION TOTAL CONNECTED LOAD TOTAL NUMBER OF UNITS = 12 DEMAND FACTOR TOTAL RESIDENTIAL LOAD COMMERCIAL LOAD CALCULATION 3 PHASE, 4 WIRE, WYE PANEL B101 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION B101 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER B PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT NO. CCT BRKR DESCRIPTION LOAD KVA I CCT NO. CCT BRKR DESCRIPTION LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1* BATHROOM 2 0.00 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 900 SF LIGHTS AND RECEPTS SMALL APPLIANCE 229.73 KVA RANGE MICROWAVE DISHWASHER 41% HEAT 94.18725 KVA FANS/MISC �eP►I11:141 ��:i� _ �I��I1�f��n�tel: �I��T_P►Ul i�l_�PI�� LIGHTS 1.15 125% 1.44 3.99 RECEPTACLES 1.80 100% 1.80 5.00 HEATING 18.80 100% 18.80 52.18 LARGEST MOTOR 0.00 125% 0.00 0.00 OTHER MOTORS 0.00 100% 0.00 0.00 MISCELLANEOUS 23.00 100% 23.00 63.84 KITCH. APPLIANCES 0.00 100% 0.00 0.00 TOTAL LOAD 44.75 45.04 125.01 139.22 386.74 PANEL LOCATION MOUNTING AIC FED FROM CCT NO. BHI I SECTION BLDG B MECH SURFACE 42,000 METER CENTER B NEMA 3R CCT DESCRIPTION BRKR VOLTS 208 /120 AMPS 225 MAIN LUGS ONLY GROUND BUS PROVIDE SURGE PROTECTOR LOAD I CCT CCT KVA NO. BRKR 3 PHASE, 4 WIRE, WYE DESCRIPTION LOAD KVA 1 20/1 LIGHTS MECH/FIRE/EL 0.20 2 20/I RECEPTS MECH,SPKLR 0.72 3 20/1 EXTERIOR BLDG LTS 0.45 4 20/I RECEPTS IDF B 0.36 5 20/1 PARKING LOT LIGHTS 0.50 6 20/I RECEPTS IDF B 0.36 7 20/2 HPWH-BI 1.50 8 20/I RECEPTS BLDG B BOARD 0.36 9 1 10 20/1 FA PWR SUPPLY B 0.50 II 20/2 HPWH-B2 1.50 12 20/1 SPARE 0.00 13 1 14 20/1 SPARE 0.00 20/2 HPWH-B3 1.50 166 40/2 SPARE FOR FUTURE EV 0.00 5 40/2 SINGLE CHARGER 7.20 20 40/2 SPARE FOR FUTURE EV 0.00 29 23 40/2 DUAL SHARED CHARGER 7.20 244 40/2 SPARE FOR FUTURE EV 0.00 25 27 40/2 DUAL SHARED CHARGER 7.20 40/2 SPARE FOR FUTURE EV 0.00 29 388 31 20/2 HPWH-B4 1.50 32 20/I EH-MECH 0.50 33 1 34 20/I SPARE 0.00 35 45/3 WH-B 12.30 36 20/I SPARE 0.00 37 38 20/I SPARE 0.00 39 1 40 20/I SPARE 0.00 41 20/1 HOT BOX 0.20 42 20/I SPARE 0.00 43 20/I HOT BOX 0.20 44 20/I SPACE 45 20/I EH -FIRE 0.50 46 20/I SPACE 47 20/I* HEAT TRACE 48 20/1 SPACE 49 20/I SPACE 50 20/1 SPACE 51 20/I SPACE 52 20/1 SPACE 53 20/I SPACE 54 20/1 SPACE 55 20/I SPACE 56 30/3 SURGE PROTECTOR 0.00 57 20/1 SPACE 58 59 20/1 SPACE 60 CONNECTED LOAD DEMAND FACTOR DEMAND LOAD KVA KVA AMPS LIGHTS 1.15 125% 1.44 3.99 RECEPTACLES 1.80 100% 1.80 5.00 HEATING 18.80 100% 18.80 52.18 LARGEST MOTOR 0.00 125% 0.00 0.00 OTHER MOTORS 0.00 100% 0.00 0.00 MISCELLANEOUS 23.00 100% 23.00 63.84 KITCH. APPLIANCES 0.00 65% 0.00 0.00 44.75 45.04 125.01 3 c6 o6 W 0 N U W W N a 0 x Co N M J O = N � N Q O U N N ON PANEL B102 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION B102 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER B PROVIDE SURGE PROTECTOR *AFCI BREAKER fffF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99792 w-Aesigns-com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 2.70 12.98 1. FIT WAshr 3.00 14.42 0 8.00 38.46 1.20 1 .20 5.77 5.77 4.50 21.63 90� o���sIONATV 0.50 2.40 21.10 101.44 CCT NO. CCT BRKR DESCRIPTION LOAD KVA I CCT NO. CCT BRKR DESCRIPTION LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2 0.00 4 20/1* KITCH CCT 2 0.00 5 15/1* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 689 SF 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 3.50 16.83 0.50 2.40 19.47 93.59 PANEL B103 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION B103 AMPS 100 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER B PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/I* SPARE 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/I* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 478 SF LIGHTS AND RECEPTS 1.43 6.89 SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 HEAT 2.50 12.02 FANS/MISC 0.50 2.40 17.83 85.74 N 0 00 LIJrn am O FM 0 z z0 Lu Lu C') J Z LLI co H LU Cj) LL U) a� O J `O N 7- 7- Lu N PERMIT SET IssUE DATE: SEPTEMBER 2022 REVISION SCHI'D&-E%J Rev # Date 'FD�G!escriRtion Y OF E MON96- 1 10 19 2022 DEVC�QP(UT SERVICES �I p�.q TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: PANEL SCHEDULES SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 CEET: 4 ZL 1, 4 3 c6 o6 W 0 N U W W N a 0 x Co N M J O = N � N Q O U N N ON PANEL B104 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION B104 AMPS 100 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER B PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/I* SPARE 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I ERV-RES COMMON 0.00 16 15/1* SPARE 0.00 17 I5/I* SPARE 0.00 18 I5/1* SPARE 0.00 19 I5/I* SPARE 0.00 20 I5/1* SPARE 0.00 21 I5/I* SPARE 0.00 22 I5/2 SURGE PROTECTOR 0.00 23 I5/I* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 432 SF LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC PANEL B201 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION B201 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER B PROVIDE SURGE PROTECTOR *AFCI BREAKER 1.30 3.00 8.00 1.20 1.20 2.50 0.50 17.70 6.23 14.42 38.46 5.77 5.77 12.02 2.40 85.08 CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC PANEL B202 LOAD CENTER LOCATION B202 MOUNTING FLUSH AIC 22,000 FED FROM METER CENTER B *AFCI BREAKER CCT CCT DESCRIPTION NO. BRKR 914 SF VOLTS 208 /120 AMPS 125 MAIN CIRCUIT BREAKER GROUND BUS PROVIDE SURGE PROTECTOR LOAD I CCT CCT KVA NO. BRKR I PHASE, 3 WIRE DESCRIPTION 2.74 13.18 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 4.50 21.63 0.50 2.40 21.14 101.64 LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/I* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 689 SF PANEL B203 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION B203 AMPS 100 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER B PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/1* KITCH CCT 1 0.00 3 15/I* SPARFE 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I ERV-RES COMMON 0.00 16 20/1* BATHROOM 2 0.00 17 15/1* SPARE 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 560 SF PANEL B204 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION B104 AMPS 100 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER B PROVIDE SURGE PROTECTOR *AFCI BREAKER FfF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99792 w-Aesigns-com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 1.68 8.08 S.FIT2 L 3.00 14.42 W �S�ry� 8.00 38.46� 1.20 5.77 1.20 2.50 5.77 12.02 0.50 2.400 L E������ 18.08 86.92 CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/I* SPARE 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/1 EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I ERV-RES COMMON 0.00 16 15/1* SPARE 0.00 17 15/1* SPARE 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 576 SF LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC PANEL B301 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION B301 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER B PROVIDE SURGE PROTECTOR *AFCI BREAKER 1.73 3.00 8.00 1.20 1.20 2.50 0.50 18.13 8.31 14.42 38.46 5.77 5.77 12.02 2.40 87.15 CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 2.07 9.94 LIGHTS AND RECEPTS 3.00 14.42 SMALL APPLIANCE 8.00 38.46 RANGE 1.20 5.77 MICROWAVE 1.20 5.77 DISHWASHER 3.50 16.83 HEAT 0.50 2.40 FANS/MISC 912 SF 2.74 13.15 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 4.50 21.63 0.50 2.40 21.14 101.62 N 0 00 LIJrn a � � O FM 0 0 z0 Lu Lu C') J Z LLI co H LU Cj) LL O J _LO LO Lu 00 N PERMIT SET IssUE DATE: SEPTEMBER 2022 REVISION SCH Rev # Date escri�tion G! Y OF E MONDS- 1 10 19 2022 DEVC�QP(UT SERVICES �I p�,q�TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: PANEL SCHEDULES SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 AW\ HOUSING = I HOPE FfF B we keep hope alive PANEL B302 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE E N G IN E E R S LOCATION B302 AMPS 125 MOUNTING FLUSH MA I N CIRCUIT BREAKER Travis Fitzmaurice Wartelle DESIGNS A I C 22,000 GROUND BUS Balangue Engineers Inc. FED FROM METER CENTER B PROVIDE SURGE PROTECTOR n o r t h w e s t *AFCI BREAKER 1200 Westlake Ave. N., #509 ARCHITECTS Seattle, WA 98109 360.629.3441 CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD P.O. Box 1270 10031 SR , W s 8t7 206 285 7228 info@tf-wb.com Stanwood, 2x 9i B NO . BRKR KVA NO . BRKR KVA p. w-designs-com 1 15/1* REC/LTS MASTER 0.00 2 20/1* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2 0.00 4 20/1* KITCH CCT 2 0.00 5 15/1* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/1 BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 11 15/1 EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 r c 13 15/1 EH-RES2 MASTER 0.00 14 1 0.00 15 15/1 EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 architecture resource collaborative 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/ 1 * SPARE 0.00 20 15/1* SPARE 0.00 119 MAIN ST, STE #200 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 1 SEATTLE, WA 98104-2579 LOAD KVA AMPS (206) 322-3322 UNIT AREA 689 SF LIGHTS AND RECEPTS 2.07 9.94 SMALL APPLIANCE 3.00 14.42 y1 FIT2 RANGE 8.00 38.46� W IAS�ry� MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 HEAT 3.50 16.83 FANS/MISC 0.50 2.40 1 TV 19.47 93.59 PANEL B303 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION B303 AMPS 100 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS cfl FED FROM METER CENTER B PROVIDE SURGE PROTECTOR N *AFCI BREAKER 000 CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD U J Q NO. BRKR KVA NO. BRKR KVA < 1 15/1* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 Uj 3 15/1* SPARFE 0.00 4 20/1* KITCH CCT 2 0.00 O 0 5 15/1* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 O 7 20/1 BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 0 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 Q 11 15/1 EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 w 13 15/1 EH RES2 MASTER 0.00 14 1 0.00 LU 15 15/1 ERV-RES COMMON 0.00 16 20/1* BATHROOM 2 0.00 17 15/1* SPARE 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 cr) 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 z UU H 23 15/1* SPARE 0.00 24 � � w LOAD KVA AMPS (n L UNIT AREA 560 SF LIGHTS AND RECEPTS 1.68 8.08 SMALL APPLIANCE 3.00 14.42 O a N RANGE 8.00 38.46 MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 = Uj 00 HEAT 2.50 12.02 FANS/MISC 0.50 2.40 18.08 86.92 PERMIT PANEL B304 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE S ET LOCATION D104 AMPS 100 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER B PROVIDE SURGE PROTECTOR *AFCI BREAKER ISSUE DATE: SEPTEMBER 2022 CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD NO. BRKR KVA NO. BRKR KVA 1 15/1* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 0042 REVISION SCHI!D&-E%J U B 3 15/1* SPARE 0.00 4 20/1* KITCH CCT 2 0.00 5 15/1* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 Rev # Date escripption 7 20/1 BATHROOM 1 0.00 8 20/1* M I CROWAVE 0.00 G! Y OF EDMONDS 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 1 10-19-2022 °Evr qP(W jT SERVICES 4 A TM ENT 11 15/ 1 EH-RES I LIVING ROOM 0.00 12 50/2 RANGE 0.00 2 01-25-2023 REV 2 13 15/ 1 EH-RES2 MASTER 0.00 14 1 0.00 3 03-30-2023 Conformed Set 15 15/1 ERV-RES COMMON 0.00 16 15/1* SPARE 0.00 17 15/1* SPARE 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 1 LOAD KVA AMPS UNIT AREA 576 SF CONTENTS: LIGHTS AND RECEPTS 1.73 8.31 PANEL SCHEDULES SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 HEAT 2.50 12.02 FANS/MISC 0.50 2.40 SCALE: As indicated DRAWN: EL/AS 3 18. 13 87. 15 CHECKED: MF c6 PROJECT NO: 2021031.00 c6 W 0 N W N a 0 �a 1 N M 0 O = SEETCW: N � N Q O U N d ON N METER CENTER C LOCATION BUILDING C MOUNTING SURFACE AIC 50,000 FED FROM SNOPUD NEMA 3R CCT CCT DESCRIPTION NO. BRKR 1 400 3 HOUSE PANEL CHI 2 50 3 SPARE 3 50/3 SPARE 4 125/2 PANEL C101 5 125/2 PANEL C102 6 125/2 PANEL C103 7 125/2 PANEL C104 8 125/2 PANEL C201 9 125/2 PANEL C202 10 125/2 PANEL C203 11 125/2 PANEL C204 12 125/2 PANEL C301 13 125/2 PANEL C302 14 125/2 PANEL C303 15 125/2 PANEL C304 16 SPACE 17 SPACE RESIDENTIAL LOAD CALCULATION TOTAL CONNECTED LOAD TOTAL NUMBER OF UNITS = 12 DEMAND FACTOR TOTAL RESIDENTIAL LOAD COMMERCIAL LOAD CALCULATION CONNECTED KVA LIGHTS RECEPTACLES HEATING LARGEST MOTOR OTHER MOTORS MISCELLANEOUS KITCH. APPLIANCES TOTAL LOAD -a:T6PI11Ioffe30el:�21 7 VOLTS 208 /120 AMPS 600 MAIN CIRCUIT BREAKER GROUND BUS UL SERVICE LABEL LOAD KVA 69.55 0.00 0.00 18.20 17.67 18.07 21.10 18.20 18.07 18.07 20.10 18.20 17.67 18.07 20.10 0.00 0.00 DEMAND FACTOR 3 PHASE, 4 WIRE, WYE 223.52 KVA 41% 91.64197 KVA DEMAND KVA AMPS 1.75 125% 2.19 6.07 4.32 100% 4.32 11.99 26.48 100% 26.48 73.50 0.00 125% 0.00 0.00 0.00 100% 0.00 0.00 1.00 100% 1.00 2.78 36.00 100% 36.00 99.93 69.55 69.99 194.27 161.63 448.97 PANEL CHI I SECTION VOLTS 208 /120 3 PHASE, 4 WIRE, WYE LOCATION BLDG B MECH AMPS 400 MOUNTING SURFACE MAIN LUGS ONLY AIC 42,000 GROUND BUS FED FROM METER CENTER C PROVIDE SURGE PROTECTOR NEMA 3R CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION NO. BRKR KVA I NO. BRKR 1 20/1 LIGHTS LDRY,MECH,MAIN 0.45 2 20/I RECEPT MECH 3 20/1 LIGHTS COMMUNITY 0.80 4 20/I RECEPTS MAINT 5 20/1 EXTER BLDG LTS 0.50 6 20/I RECEPTS MAINT 7 20/2 HPWH-CI 1.50 8 20/I RECEPTS MAINT 9 1 10 20/I RECEPTS IDF C II 20/2 HPWH-C2 1.50 12 20/1 RECEPTS IDF C 13 1 14 20/1 RECEPTS BLDG C BOARD 15 20/2 HPWH-C3 1.50 16 20/1 FA PWR SUPPL C 17 1 18 20/1* HEAT TRACE 19 40/2 FUTURE EV PARKING 0.00 20 40/2 FUTURE EV PARKING 21 1 22 1 23 40/2 FUTURE EV PARKING 0.00 24 40/2 FUTURE EV PARKING 27 40/2 FUTURE EV PARKING 0.00 28 40/2 FUTURE EV PARKING 22 39 20/2 HPWH-C4 1.50 3230 20%I EH-MECH 33 1 34 20/I SPARE 35 70/3 WH-C 18.00 36 20/I SPARE 37 38 20/I SPARE 39 1 40 20/I SPARE 41 20/1 HOT BOX 0.20 42 20/I SPARE 43 20/I EH -FIRE 0.50 44 20/I SPACE 45 20/I EH-LAUND 0.85 46 20/I SPACE 47 20/1 EH-MNT 0.95 48 20/1 SPACE 49 20/1 EF-LAUND 0.10 50 20/1 SPACE 51 20/1 EF-MNT 0.10 52 20/1 SPACE 53 20/1 MD-MAINT/MD-LAUND 0.10 54 20/1 SPACE 55 200/3 PANEL CH2 36.18 56 30/3 SURGE PROTECTOR 57 58 59 1 60 CONNECTED LOAD DEMAND FACTOR DEMAND LOAD LOAD KVA 1.08 0.72 0.72 0.72 0.36 0.36 0.36 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 KVA KVA AMPS LIGHTS 1.75 125% 2.19 6.07 RECEPTACLES 4.32 100% 4.32 11.99 HEATING 26.48 100% 26.48 73.50 LARGEST MOTOR 0.00 125% 0.00 0.00 OTHER MOTORS 0.00 100% 0.00 0.00 MISCELLANEOUS 1.00 100% 1.00 2.78 KITCH. APPLIANCES 36.00 65% 23.40 64.95 69.55 57.39 159.29 HOUSING HOPE FfF B we keep hope alive ENGINEERS= PANEL CH2 I SECTION VOLTS 208 /120 3 PHASE, 4 WIRE, WYE LOCATION LAUNDRY AMPS 200 Travis Fitzmaurice Wartelle DESIGNS MOUNTING FLUSH MA I N LUGS ONLY Balangue Engineers Inc. n o r t h w e s t A I C 42,000 GROUND BUS 1200 Westlake Ave. N., #509 ARCHITECTS FED FROM CHI Seattle, WA 98109 FULLY GASKETED PANEL 360.629.3441 P.O. Box 1270 CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD 0031 SR 532, Saite B p: 206-285-7228 info@tf-wb.com Stanwood, WA 98292 NO. BRKR KVA NO. BRKR KVA w'-d'esigns-com 1 30/2 DRYER 1 5.00 2 20/I WASHER 1 1.00 3 1 4 20/I WASHER 2 1.00 5 30/2 DRYER 2 5.00 6 20/I WASHER 3 1.00 7 1 8 20/I WASHER 4 1.00 9 30/2 DRYER 3 5.00 10 20/I WASHER 5 1.00 r c 11 1 12 20/I WASHER 6 1.00 13 30/2 DRYER 4 5.00 14 20/ I RECEPTS COUNTER 0.18 architecture resource collaborative 15 1 16 20/I SPARE 0.00 17 30/2 DRYER 5 5.00 18 20/1 SPARE 0.00 19 1 20 20/1 SPARE 0.00 119 MAIN ST, STE #200 21 30/2 DRYER 6 5.00 22 20/1 SPARE 0.00 SEATTLE, WA 98104-2579 23 24 20/1 SPARE 0.00 25 SPACE 0.00 26 SPACE 0.00 (206) 322-3322 27 SPACE 0.00 28 SPACE 0.00 29 SPACE 0.00 30 SPACE 0.00 31 SPACE 0.00 32 SPACE 0.00 33 SPACE 0.00 34 SPACE 0.00 35 SPACE 0.00 36 SPACE 0.00 Q�' 1.FIT2 37 SPACE 0.00 38 30/3 SURGE PROTECTOR 0.00 �Y y0 WA 9� 39 SPACE 0.00 40 I 0.00 41 SPACE 0.00 42 0.00 C� CONNECTED LOAD DEMAND FACTOR DEMAND LOAD 1 KVA KVA AMPS ASTER LIGHTS 0.00 125% 0.00 0.00 �SIONAL RECEPTACLES 0.18 100% 0.18 0.50 HEATING 0.00 100% 0.00 0.00 LARGEST MOTOR 0.00 125% 0.00 0.00 OTHER MOTORS 0.00 100% 0.00 0.00 MISCELLANEOUS 1.00 100% 1.00 2.78 DRYERS 35.00 65% 22.75 63.19 KITCH. APPLIANCES 0.00 65% 0.00 0.00 N 0 00 36.18 23.93 66.47 U J a � � PANEL C101 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE Uj LOCATION 101 AMPS 125 O 0 MOUNTING FLUSH MAIN CIRCUIT BREAKER z AIC 22,000 GROUND BUS � z 0 FED FROM METER CENTER C PROVIDE SURGE PROTECTOR Q CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD Uj LU NO. BRKR KVA I NO. BRKR KVA C') J 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 cr) 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 z U 5 15/I* RC%LTS LIVING 0.00 6 20/1* DISHWASHER 0.00LU 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 LLU 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 (n Lim� 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 U� 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 _ 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 a N 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 J 23 15/1* SPARE 0.00 24 N LOAD KVA AMPS Uj 00 UNIT AREA 734 SF LIGHTS AND RECEPTS 2.20 10.59 SMALL APPLIANCE 3.00 14.42 PERMIT RANGE 8.00 38.46 MICROWAVE 1.20 5.77 S E T DISHWASHER 1.20 5.77 HEAT 2.10 10.10 FANS/MISC 0.50 2.40 18.20 87.51 PANEL C102 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION C102 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER C PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT NO. CCT BRKR DESCRIPTION LOAD I KVA CCT NO. CCT BRKR DESCRIPTION LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 689 SF 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 1.70 8.17 0.50 2.40 17.67 84.94 ISSUE DATE: SEPTEMBER 2022 0042 REVISION SCHI'D&-E%J U B Rev # Date escri"tion G! Y OF E MONDS- 1 10 19 2022 DEVC�QP(UT SERVICES �I p�,q�TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: PANEL SCHEDULES SCALE: As indicated DRAWN: WAS CHECKED: MF PROJECT No: 2021031.00 AW\ HOUSING = I HOPE FfF B we keep hope alive ENGINEERS= PANEL C 103 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE PANEL C202 LOAD CENTER VOLTS 208 120 1 PHASE, 3 WIRE Travis Fitzmaurice Wartelle DESIGNS Engineers Inc. n o r t h w e s t En LOCATION C103 AMPS 125 LOCATION C202 AMPS 125 Balan gue g MOUNTING FLUSH MA I N CIRCUIT BREAKER 1200 Westlake Ave. N., #509 MOUNTING FLUSH MA I N CIRCUIT BREAKER Seattle, WA 98109 ARCHITECTS A I C 22,000 GROUND BUS A I C 22,000 GROUND BUS 360.629.3441 FED FROM METER CENTER C PROVIDE SURGE PROTECTOR FED FROM METER CENTER C PROVIDE SURGE PROTECTOR P. O. Box 1270 *AFCI BREAKER *AFCI BREAKER p: 206-285-7228 info@tf-wb.com Soonwood, AS98te92 w-designs-com CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD NO. BRKR KVA NO. BRKR KVA NO. BRKR KVA NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 1 15/I* REC/LTS MASTER 0.00 2 20/1* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 r c 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 9 15/ I * IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 architecture resource collaborative II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 119 MAIN ST STE #200 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 SEATTLE, WA 98104-2579 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 (206)322-3322 23 15/1* SPARE 0.00 24 23 15/1* SPARE 0.00 24 LOAD KVA AMPS LOAD KVA AMPS UNIT AREA 689 SF UNIT AREA 689 SF 1.FI7,Z LIGHTS AND RECEPTS 2.07 9.94 LIGHTS AND RECEPTS 2.07 9.94 �Y _�. 0F WAS�'j SMALL APPLIANCE 3.00 14.42 SMALL APPLIANCE 3.00 14.42 C5 RANGE 8.00 38.46 RANGE 8.00 38.46 ��� a� MICROWAVE 1.20 5.77 MICROWAVE 1.20 5.77 D I SHWASHER 1.20 5.77 moo, -ATV HEAT 2.10 10.10 DISHWASHER SHWASHER 1 .20 5.77 ��s � sTER����� M I SC 0.50 2.40 FANS/MISC 0.50 2.40 HEAT 2. 10 10. 10 FANS SIONAL / 18.07 86.86 18.07 86.86 PANEL C104 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION C104 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER o AIC 22,000 GROUND BUS PANEL C203 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE 00 FED FROM METER CENTER C PROVIDE SURGE PROTECTOR LOCATION C203 AMPS 125 M MOUNTING FLUSH MAIN CIRCUIT BREAKER U J *AFCI BREAKER AIC 22,000 GROUND BUS Q CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD FED FROM METER CENTER C PROVIDE SURGE PROTECTOR am (n N0. BRKR KVA N0. BRKR KVA *AFCI BREAKER U) 0 * * CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD 0 I 15/REC/LTS MASTER 0.00 2 20/KITCH CCT I 0.00 I I I 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 N0. BRKR KVA N0. BRKR KVA 0 5 15/I* RC%LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 1 15 I* REC LTS MASTER 0.00 2 20/1* KITCH CCT 1 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 3 15/1* REC/LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 Q U LU 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 J 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1* BATHROOM 2 0.00 U) II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00z LIJ 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 13 15/I EH-RES2 MASTER 0.00 14 0.00 � 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 LU 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 LU 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 � 23 15/1* SPARE 0.00 24 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 Cn Lim 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 C/) LOAD KVA AMPS 23 15/1* SPARE 0.00 24 = Q = H UNIT AREA 901 SF LOAD KVA AMPS O a N N LIGHTS AND RECEPTS 2.70 13.00 UNIT AREA 689 SF SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 LIGHTS AND RECEPTS 2.07 9.94 Uj 00 MICROWAVE 1.20 5.77 SMALL APPLIANCE 3.00 14.42 DISHWASHER 1.20 5.77 RANGE 8.00 38.46 HEAT 4.50 21.63 MICROWAVE 1.20 5.77 FANS/MISC 0.50 2.40 DISHWASHER 1.20 5.77 HEAT 2.10 10.10 PERMIT 21.10 101.46 FANS/MISC 0.50 2.40 PANEL C201 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE 18.07 86.86 S E T LOCATION C201 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS PANEL C204 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE FED FROM METER CENTER C PROVIDE SURGE PROTECTOR LOCATION C204 AMPS 125 ISSUE DATE: SEPTEMBER 2022 *AFCI BREAKER MOUNTING FLUSH MAIN CIRCUIT BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD AIC 22,000 GROUND BUS FED FROM METER CENTER C PROVIDE SURGE PROTECTOR RR�� NO. BRKR KVA NO. BRKR KVA *AFCI BREAKER REVISION SCHI!D&-E%JUB 1 15/I* REC/LTS MASTER 0.00 2 20/1* KITCH CCT 1 0.00 CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 NO. BRKR KVA NO. BRKR KVA Rev # Date escriation 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 G!YOFEMON9S- 7 20 I BATHROOM I 0.00 8 20 I * MICROWAVE CROWAVE 0.00 1 10 19 2022 DEVC�,QP(UT SERVICES / / 1 15/ I * REC/LTS MASTER 0.00 2 20/ I * KITCH CCT 1 0.00I p�q TMENT 9 15/I* IDF 0.00 10 20/I* KITCHEN REC/LT 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 2 01-25-2023 REV 11 15/ I EH-RES I LIVING ROOM 0.00 12 50/2 RANGE 0.00 5 15/ I * RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 3 03-30-2023 Conformed Set 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 23 15/1* SPARE 0.00 24 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 LOAD KVA AMPS 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 CONTENTS: UNIT AREA 734 SF 23 15/1* SPARE 0.00 24 I PANEL SCHEDULES LIGHTS AND RECEPTS 2.20 10.59 LOAD KVA AMPS SMALL APPLIANCE 3.00 14.42 UNIT AREA 901 SF RANGE 8.00 38.46 MICROWAVE 1.20 5.77 LIGHTS AND RECEPTS 2.70 13.00 DISHWASHER 1.20 5.77 SMALL APPLIANCE 3.00 14.42 HEAT 2.10 10.10 SCALE: As indicated MISC 0.50 2.40 RANGE 8.00 38.46 FANS / M I CROWAVE 1.20 5.77 DRAWN: EL/AS DISHWASHER 1.20 5.77 CHECKED: MF HEAT 3.50 16.83 PROJECT NO: 2021031.00 18.20 87.51 FANS/MISC 0.50 2.40 20.10 96.65 C EET: EI,qZL AW\ HOUSING = I HOPE FfF B we keep hope alive ENGINEERS= Travis Fitzmaurice Wartelle DESIGNS PANEL C301 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE PANEL C304 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE Balangue Engineers Inc. n o i t h w e s t LOCATION C301 AMPS 125 LOCATION C304 AMPS 125 1200 Westlake Ave. N., #509 ARCHITECTS MOUNTING FLUSH MAIN CIRCUIT BREAKER MOUNTING FLUSH MAIN CIRCUIT BREAKER Seattle, WA98109 A I C 22,000 GROUND BUS 360.E Box 1270 FED FROM METER CENTER C PROVIDE SURGE PROTECTOR AIC 22,000 GROUND BUS P.O. Bnx5 FED FROM METER CENTER C PROVIDE SURGE PROTECTOR p: 206-285-7228 info@tf-wb.com St--d, AS98te9B ww w. *AFCI BREAKER *AFCI BREAKER d e s i g n s n w. c om CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD NO. BRKR KVA NO. BRKR KVA NO. BRKR KVA NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 r c 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/ I BATHROOM 1 0.00 8 20/1* M I CROWAVE 0.00 7 20/ I BATHROOM 1 0.00 8 20/1* M I CROWAVE 0.00 architecture resource collaborative 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/ I EH-RES2 MASTER 0.00 14 1 0.00 13 15/ I EH-RES2 MASTER 0.00 14 1 0.00 119 MAIN ST, STE #200 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 SEATTLE, WA 98104-2579 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 (206)322-3322 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 23 15/1* SPARE 0.00 24 1 LOAD KVA AMPS LOAD KVA AMPS S.FIT UNIT AREA 734 SF 2 UNIT T AREA 90 I SF " of As�r`f?y� , LIGHTS AND RECEPTS 2.20 10.59 LIGHTS AND RECEPTS 2.70 13.00 SMALL APPLIANCE 3.00 14.42 SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 RANGE 8.0 38.you DISHWASHER 1.20 5.77 M I CROWAVE 1 .220 5.7777s DISHWASHER 1.20 5.77 �SIONATER� HEAT 2.10 10.10 HEAT 3.50 16.83 FANS/MISC 0.50 2.40 FANS/MISC 0.50 2.40 18.20 87.51 20.10 96.65 PANEL C302 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE N LOCATION C302 AMPS 125 0 MOUNTING FLUSH MAIN CIRCUIT BREAKER M AIC 22,000 GROUND BUS U J FED FROM METER CENTER C PROVIDE SURGE PROTECTOR Q *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD O U) NO. BRKR KVA I NO. BRKR KVA 0 Z 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 0 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 p 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 Q LIJ LU 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 11 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 07 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 U U 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 LU W 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 Lim 1-- 23 15/1* SPARE 0.00 24 cn LOAD KVA AMPS U O�aCY) UNIT AREA 689 SF N LIGHTS AND RECEPTS 2.07 9.94 SMALL APPLIANCE 3.00 14.42 Uj 00 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 HEAT 1.70 8.17 FANS/MISC 0.50 2.40 PERMIT 17.67 84.94 S E T PANEL C303 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION C303 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER C PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/I* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/1* SPARE 0.00 23 15/1* SPARE 0.00 24 15/1* SPARE 0.00 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 689 SF 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 2.10 10.10 0.50 2.40 18.07 86.86 ISSUE DATE: SEPTEMBER 2022 0042 REVISION SCHI'D&-E%J U B Rev # Date escri�tion G! Y OF E MONBv- 1 10 19 2022 DEVC�QP(UT SERVICES �I p�.q TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: PANEL SCHEDULES SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 C EET: EI,qZL 3 c6 o6 w 0 N U W a 0 _Co a N M J O = N � N Q O U N N ON METER CENTER D LOADTION BUILDING D MOUNTING SURFACE AIC 50,000 FED FROM SNOPUD NEMA 3R CCT CCT DESCRIPTION NO. BRKR VOLTS 208 /120 AMPS 600 MAIN CIRCUIT BREAKER GROUND BUS UL SERVICE LABEL LOAD KVA 1 400/3 HOUSE PANEL DHI 29.36 2 50 3 PV PANEL DPVI 0.00 3 125/2 PANEL DI01 17.86 4 125/2 PANEL D102 18.07 5 125/2 PANEL D103 18.07 6 125/2 PANEL D104 18.07 7 125/2 PANEL D105 18.07 8 125/2 PANEL D106 21.10 9 125/2 PANEL D201 18.20 10 125/2 PANEL D202 18.07 II 125/2 PANEL D203 18.07 12 125/2 PANEL D204 18.07 13 125/2 PANEL D205 18.07 14 125/2 PANEL D206 20.15 15 125/2 PANEL D301 18.21 16 125/2 PANEL D302 18.07 17 125/2 PANEL D303 18.07 18 125/2 PANEL D304 18.07 19 125/2 PANEL D305 18.07 20 125/2 PANEL D306 21.15 21 SPACE 0.00 22 SPACE 0.00 RESIDENTIAL LOAD CALCULATION TOTAL CONNECTED LOAD TOTAL NUMBER OF UNITS = 18 DEMAND FACTOR TOTAL RESIDENTIAL LOAD COMMERCIAL LOAD CALCULATION 3 PHASE, 4 WIRE, WYE 312.31 KVA 38% 118.67818 KVA CONNECTED KVA DEMAND FACTOR DEMAND KVA AMPS LIGHTS 1.20 125% 1.50 4.16 RECEPTACLES 2.16 100% 2.16 6.00 HEATING 25.00 100% 25.00 69.39 LARGEST MOTOR 0.00 125% 0.00 0.00 OTHER MOTORS 0.00 100% 0.00 0.00 MISCELLANEOUS 1.00 100% 1.00 2.78 KITCH. APPLIANCES 0.00 100% 0.00 0.00 29.36 29.66 82.33 TOTAL LOAD 148.34 412.05 *PROVIDE GFCI BREAKER PANEL DHI I SECTION VOLTS 208 /120 3 PHASE, 4 WIRE, WYE LOCATION BLDG D MECH AMPS 225 MOUNTING SURFACE MAIN LUGS ONLY AIC 42,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR NEMA 3R CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 20/1 LIGHTS - MECH/ED/SPKLR 0.20 2 20/I RECEPTS MECH 1.08 3 20/1 LIGHTS BLDG EXT 0.50 4 20/I IDF D 0.36 5 20/1 LIGHTS PARKING 0.50 6 20/I IDF D 0.36 7 20/2 HPWH-DI 1.50 8 20/I BLDG D BOARD 0.36 9 1 10 20/I FACP II 20/2 HPWH-D2 1.50 12 20/1 EH -FIRE 0.50 13 1 14 20/1 EH-MECH 0.50 15 20/2 HPWH-D3 1.50 16 20/1 SPARE 0.00 17 1 18 20/1 SPARE 40/2 FUTURE EV PARKING 0.00 22 40/2 FUTURE EV PARKING 0.00 29 23 40/2 FUTURE EV PARKING 0.00 246 40/2 FUTURE EV PARKING 0.00 25 40/2 FUTURE EV PARKING 0.00 288 40/2 FUTURE EV PARKING 0.00 29 31 20/2 HPWH-D4 1.50 32 SPACE 33 1 34 SPACE 35 70/3 WH-D 18.00 36 SPACE 37 38 SPACE 39 I 40 SPACE 41 20/1* HEAT TRACE 0.50 42 SPACE 43 20/I SPARE 0.00 44 SPACE 45 20/I SPARE 0.00 46 SPACE 47 20/I SPARE 0.00 48 SPACE 49 20/I SPARE 0.00 50 SPACE 51 20/I SPARE 0.00 52 SPACE 53 20/1 SPARE 0.00 54 SPACE 55 20/1 SPARE 0.00 56 30/3 SURGE PROTECTOR 0.00 57 20/1 SPARE 0.00 58 59 20/1 SPARE 0.00 60 CONNECTED LOAD DEMAND FACTOR DEMAND LOAD KVA KVA AMPS LIGHTS 1.20 125% 1.50 4.16 RECEPTACLES 2.16 100% 2.16 6.00 HEATING 25.00 100% 25.00 69.39 LARGEST MOTOR 0.00 125% 0.00 0.00 OTHER MOTORS 0.00 100% 0.00 0.00 MISCELLANEOUS 1.00 100% 1.00 2.78 KITCH. APPLIANCES 0.00 65% 0.00 0.00 29.36 29.66 82.33 PANEL DI01 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION DI01 AMPS 100 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER FfF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/I* SPARE 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC/LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/I* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I ERV-RES COMMON 0.00 16 20/1* SPARE 0.00 17 15/1* SPARE 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 I5/I* SPARE 0.00 22 I5/2 SURGE PROTECTOR 0.00 23 I5/I* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC PANEL D102 LOAD CENTER LOCATION D102 MOUNTING FLUSH AIC 22,000 FED FROM METER CENTER D *AFCI BREAKER 485 SF CCT CCT DESCRIPTION NO. BRKR 1 15/I* REC/LTS MASTER 3 15/1* REC LTS BR 2/3 5 15/I* RC LTS LIVING 7 20/I BATHROOM 1 9 15/I* IDF II 15/I EH-RESI LIVING ROOM 13 15/I EH-RES2 MASTER 15 15/I EH-RES2 BEDROOM 17 15/1 ERV-RES COMMON 19 15/1* SPARE 21 15/1* SPARE 23 15/1* SPARE LOAD VOLTS 208 /120 1 PHASE, 3 WIRE AMPS 125 MAIN CIRCUIT BREAKER GROUND BUS PROVIDE SURGE PROTECTOR UNIT AREA 689 SF LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC LOAD I KVA CCT NO. CCT BRKR DESCRIPTION 0.00 2 20/I* KITCH CCT I 0.00 4 20/1* KITCH CCT 2 0.00 6 20/1* DISHWASHER 0.00 8 20/1* MICROWAVE 0.00 10 20/1* KITCHEN REC/LT 0.00 12 50/2 RANGE 0.00 14 0.00 16 15/1* SPARE 0.00 18 15/1* SPARE 0.00 20 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 24 1 PANEL D103 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D103 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER 1.46 7.00 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 2.50 12.02 0.50 2.40 HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 9g292 w-designs-com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 1. FITWA C.� a TV 17.86 85.84 N 0 00 UUrn a � � O z LOAD z O KVA Q LU 0.00 UU W 0.00 J 0.00 0.00 LU 0.00 � 0.00 LU ~ FM 0.00 LU 0.00 Cj) LL 0.00 C/) 0.00 0.00 0 CY) KVA AMPS J _� Uj 00 N 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 PERMIT 1.20 5.77 2.10 10.10 0.50 2.40 S E T 18.07 86.86 CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 689 SF 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 2.10 10.10 0.50 2.40 18.07 86.86 ISSUE DATE: SEPTEMBER 2022 0042 REVISION SCHl!D&-E%J U B Rev # Date escriation G! Y OF E MONDS- 1 10 19 2022 DEVC�QP(UT SERVICES �I p�,q�TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: PANEL SCHEDULES SCALE: As indicated DRAWN: WAS CHECKED: MF PROJECT No: 2021031.00 PANEL D104 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D104 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT NO. CCT BRKR DESCRIPTION LOAD I KVA CCT NO. CCT BRKR DESCRIPTION LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 689 SF PANEL D201 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D201 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT NO. CCT BRKR DESCRIPTION LOAD KVA I CCT NO. CCT BRKR DESCRIPTION LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/1* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/I* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 733 SF 2.07 9.94 LIGHTS AND RECEPTS 3.00 14.42 SMALL APPLIANCE 8.00 38.46 RANGE 1.20 5.77 MICROWAVE 1.20 5.77 DISHWASHER 2.10 10.10 HEAT 0.50 2.40 FANS/MISC 18.07 86.86 PANEL D105 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D105 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 689 SF LIGHTS AND RECEPTS 2.07 9.94 SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 HEAT 2.10 10.10 FANS/MISC 0.50 2.40 18.07 86.86 PANEL D106 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D106 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1* BATHROOM 2 0.00 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 901 SF LIGHTS AND RECEPTS 2.70 13.00 SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 3 DISHWASHER 1.20 5.77 m HEAT 4.50 21.63 FANS/MISC 0.50 2.40 c6 w 0 N 21.10 101.46 U W a 0 _2 Co a N M J O = N � N Q O U N N ON PANEL D202 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D202 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER 2.20 10.57 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 2.10 10.10 0.50 2.40 18.20 87.50 CCT NO. CCT BRKR DESCRIPTION LOAD KVA I CCT NO. CCT BRKR DESCRIPTION LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/1* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/I ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 689 SF PANEL D203 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D203 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 2.10 10.10 0.50 2.40 18.07 86.86 CCT NO. CCT BRKR DESCRIPTION LOAD KVA I CCT NO. CCT BRKR DESCRIPTION LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 689 SF LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 2.10 10.10 0.50 2.40 18.07 86.86 fffF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99792 w-designs-com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 L 1' FITWA VA, - TV N 0 00 UUrn am Cn O FM 0 0 z0 Lu Lu C') J Z LLI co H LU Cj) LL U) (D O J _LO LO Lu 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 0042 REVISION SCHl!D&-E%J U B Rev # Date escriation G! Y OF E MONDS- 1 10-19-2022 DEV'WA UTT SERVICES �I p�,q�TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: PANEL SCHEDULES SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 E8.11 ZL PANEL D204 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D204 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC PANEL D205 LOAD CENTER LOCATION D205 MOUNTING FLUSH AIC 22,000 FED FROM METER CENTER D *AFCI BREAKER CCT CCT DESCRIPTION NO. BRKR 689 SF VOLTS 208 /120 AMPS 125 MAIN CIRCUIT BREAKER GROUND BUS PROVIDE SURGE PROTECTOR LOAD I CCT CCT KVA NO. BRKR I PHASE, 3 WIRE DESCRIPTION 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 2.10 10.10 0.50 2.40 18.07 86.86 LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/1* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 689 SF LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC PANEL D206 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D206 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFCI BREAKER 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 2.10 10.10 n r,n 1:) do CCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO. BRKR KVA I NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC/LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA 915 SF LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC 3 c6 o6 W 0 N U W W N a 0 x Co N M J O = N � N Q O U N N ON 2.75 13.20 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 3.50 16.83 0.50 2.40 20.15 96.85 HOUSING HOPE FfF B we keep hope alive ENGINEERS= Travis Fitzmaurice Wartelle DESIGNS Balangue Engineers Inc. n o r t h w e s t PANEL D30 I LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE 1200 Westlake Ave. N., #509 ARCHITECTS LOCATION D301 AMPS 125 Seattle, WA 98109 360.629.3441 MOUNTING FLUSH MA I N CIRCUIT BREAKER P.O. Box 1270 A I C 22,000 GROUND BUS p: 206 285 7228 info@tf-wb.com loose se s�iie B Stanwood, , W WA 9i e FED FROM METER CENTER D PROVIDE SURGE PROTECTOR w-Aesigns-com *AFCI BREAKER CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD NO. BRKR KVA NO. BRKR KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 r c 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/ I * RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 architecture resource collaborative 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/ I * IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 119 MAIN ST, STE #200 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/ I EH-RES2 MASTER 0.00 14 1 0.00 SEATTLE, WA 98104-2579 15 15/ I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 (206) 322-3322 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS 1. FIT UNIT AREA 735 SF 0 W'A LIGHTS AND RECEPTS 2.21 10.60 SMALL APPLIANCE 3.00 14.42 1 RANGE 8.00 38.46 TV M I CROWAVE 1.20 5.77 �SSroNAL DISHWASHER 1.20 5.77 HEAT 2.10 10.10 FANS/MISC 0.50 2.40 18.21 87.52 PANEL D302 LOAD CENTER LOCATION D302 MOUNTING FLUSH AIC 22,000 FED FROM METER CENTER D *AFCI BREAKER CCT CCT DESCRIPTION NO. BRKR VOLTS 208 /120 AMPS 125 MAIN CIRCUIT BREAKER GROUND BUS PROVIDE SURGE PROTECTOR LOAD I CCT CCT KVA NO. BRKR I PHASE, 3 WIRE DESCRIPTION LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/I* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISC PANEL D303 LOAD CENTER LOCATION D303 MOUNTING FLUSH AIC 22,000 FED FROM METER CENTER D *AFCI BREAKER CCT CCT DESCRIPTION NO. BRKR 689 SF VOLTS 208 /120 AMPS 125 MAIN CIRCUIT BREAKER GROUND BUS PROVIDE SURGE PROTECTOR LOAD I CCT CCT KVA NO. BRKR I PHASE, 3 WIRE DESCRIPTION 2.07 9.94 3.00 14.42 8.00 38.46 1.20 5.77 1.20 5.77 2.10 10.10 n 9;n 7 do It ilI Ri:m M19i LOAD KVA 1 15/I* REC/LTS MASTER 0.00 2 20/1* KITCH CCT 1 0.00 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 9 15/I* IDF 0.00 10 20/I* KITCHEN REC/LT 0.00 II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/I* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/1* SPARE 0.00 23 15/1* SPARE 0.00 24 15/1* SPARE 0.00 LOAD KVA AMPS UNIT AREA 689 SF LIGHTS AND RECEPTS 2.07 9.94 SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 HEAT 2.10 10.10 FANS/MISC 0.50 2.40 Itil�l�•%�•17 N 0 00 LIJrn a � � O FMz 0 z0 Lu Lu C') J Z LLI co H LU Cj) LL O J _LO LO Lu 00 N PERMIT SET ISSUE DATE: SEPTEMBER 2022 0042 REVISION SCHI'D&-E%J U B Rev # Date 'rDescriRtion - 1 10 19 2022 DEVC�QP(UT SERVICES �I p�.q TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: PANEL SCHEDULES SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 PANEL D304 LOAD CENTER LOCATION D304 MOUNTING FLUSH AIC 22,000 FED FROM METER CENTER D *AFCI BREAKER CCT CCT DESCRIPTION NO. BRKR 1 15/I* REC/LTS MASTER 3 15/1* REC LTS BR 2/3 5 15/I* RC LTS LIVING 7 20/I BATHROOM 1 9 15/I* IDF II 15/I EH-RESI LIVING ROOM 13 15/I EH-RES2 MASTER 15 15/I EH-RES2 BEDROOM 17 15/1 ERV-RES COMMON 19 15/1* SPARE 21 15/1* SPARE 23 15/1* SPARE LOAD UNIT AREA LIGHTS AND RECEPTS SMALL APPLIANCE RANGE MICROWAVE DISHWASHER HEAT FANS/MISIC VOLTS 208 /120 1 PHASE, 3 WIRE AMPS 125 MAIN CIRCUIT BREAKER GROUND BUS PROVIDE SURGE PROTECTOR 689 SF LOAD KVA I CCT NO. CCT BRKR 0.00 2 20/I* 0.00 4 20/1* 0.00 6 20/1* 0.00 8 20/1* 0.00 10 20/1* 0.00 12 50/2 0.00 14 0.00 16 15/1* 0.00 18 15/1* 0.00 20 15/1* 0.00 22 15/2 0.00 24 DESCRIPTION LOAD KVA KITCH CCT 1 0.00 KITCH CCT 2 0.00 DISHWASHER 0.00 MICROWAVE 0.00 KITCHEN REC/LT 0.00 RANGE 0.00 0.00 SPARE 0.00 SPARE 0.00 SPARE 0.00 SURGE PROTECTOR 0.00 KVA AMPS 2.07 3.00 8.00 1.20 1.20 2.10 0.50 9.94 14.42 38.46 5.77 5.77 10.10 2.40 fffF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99792 w-Aesigns-com _r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 1. FITWA �, TV 18.07 86.86 PANEL D305 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE LOCATION D305 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER N AIC 22,000 GROUND BUS C) FED FROM METER CENTER D PROVIDE SURGE PROTECTOR M *AFCI BREAKER LIJ Q CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD � NO. BRKR KVA NO. BRKR KVA U) 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 O 0 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 p 5 15/I* RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 = z :E 7 20/I BATHROOM 1 0.00 8 20/1* MICROWAVE 0.00 Q 0 9 15/I* IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 Uj LU II 15/I EH-RESI LIVING ROOM 0.00 12 50/2 RANGE 0.00 13 15/I EH-RES2 MASTER 0.00 14 1 0.00 15 15/I EH-RES2 BEDROOM 0.00 16 15/1* SPARE 0.00 17 15/1 ERV-RES COMMON 0.00 18 15/1* SPARE 0.00 cr) 19 15/1* SPARE 0.00 20 15/1* SPARE 0.00 z LU 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00LU Lu 23 15/1* SPARE 0.00 24 Cn L H LOAD KVA AMPS � _C/) UNIT AREA 689 SF U � O � LIGHTS AND RECEPTS 2.07 9.94 N SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 UU 00 DISHWASHER 1.20 5.77 HEAT 2.10 10.10 FANS/MISC 0.50 2.40 18.07 86.86 PERMIT PANEL D306 LOAD CENTER VOLTS 208 /120 1 PHASE, 3 WIRE S E T LOCATION D306 AMPS 125 MOUNTING FLUSH MAIN CIRCUIT BREAKER AIC 22,000 GROUND BUS FED FROM METER CENTER D PROVIDE SURGE PROTECTOR *AFC I BREAKER IssUE DATE: SEPTEMBER 2022 CCT CCT DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD NO. BRKR KVA NO. BRKR KVA 0042 1 15/I* REC/LTS MASTER 0.00 2 20/I* KITCH CCT 1 0.00 REVISION SCHl!D&'E'%J U B 3 15/1* REC LTS BR 2/3 0.00 4 20/1* KITCH CCT 2 0.00 5 15/ I * RC LTS LIVING 0.00 6 20/1* DISHWASHER 0.00 Rev # Date escriation 7 20/ I BATHROOM 1 0.00 8 20/1* M I CROWAVE 0.00 DEVE OF E MONB E 9 15/ I * IDF 0.00 10 20/1* KITCHEN REC/LT 0.00 1 10-19-2022 °Evr qP(W jT SERVICES 4�p�,q�TMENT 11 15/ I EH-RES I LIVING ROOM 0.00 12 50/2 RANGE 0.00 2 01-25-2023 REV 2 13 15/ I EH-RES2 MASTER 0.00 14 1 0.00 3 03-30-2023 Conformed Set 15 15/I EH-RES2 BEDROOM 0.00 16 20/1 BATHROOM 2 0.00 17 15/1 EH-RES2 BEDROOM 0.00 18 15/1* SPARE 0.00 19 15/1 ERV-RES MASTER/COMMON 0.00 20 15/1* SPARE 0.00 21 15/1* SPARE 0.00 22 15/2 SURGE PROTECTOR 0.00 23 15/1* SPARE 0.00 24 LOAD KVA AMPS CONTENTS: UNIT AREA 915 SF PANEL SCHEDULES LIGHTS AND RECEPTS 2.75 13.20 SMALL APPLIANCE 3.00 14.42 RANGE 8.00 38.46 MICROWAVE 1.20 5.77 DISHWASHER 1.20 5.77 HEAT 4.50 21.63 FANS/MISC 0.50 2.40 SCALE: As indicated DRAWN: EL/AS 3 CHECKED: MF 21. 15 101 .66 PROJECT NO: 2021031.00 o6 W 0 N S EET: W W N a 0 Co 1 N M 0 O E 013 = N � N Q O U N d ON N 1/3/23, 4:37 PM https://waenergycodes.com/print_ project_summary_form.php?k=aWQ9MTMOMzQmZnZpPTE4JmNOaTO=&print=1 LIGHTING COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all RI Administered by: ©2023 NF.F.A, All rights reserved Project & Applicant Information Project Title Housing Hope ELC Field Apartments Building ALevel 1-2018WSEC For Building Department Use: Date' Sep 29, 2022 Project Address 8215 236th St SW Edmonds, WA 98026 Applicant Name Shawn Oram Applicant Phone 206-322-3753 Applicant Email I shawn@ecotope.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Multifamily/Residential, Mixed Use Building Cond. Floor Area 4,153 Project Cond. Floor Area 4,153 New Building or Interior Lighting Alteration Floors Above Grade 1 General Project Types New Building Addition Parking Garage Lighting Lighting Scope e Compliance Method 1 - Lighting Scope Exterior Lighting Compliance Method General Interior lighting fixtures will be LED. Lighting will be energy efficient and shall be pendant, surface mounted, or recessed. Lighting systems shall be designed to provide illumination levels in Lighting Project Description accordance with the recommendations of the Illuminating Engineering Society (IES), consistent with Energy Code. Exterior lighting systems will be LED type. Lighting systems shall be designed to provide illumination levels in accordance with the recommendations of the Illuminating Engineering Society (IES), consistent with Energy Code. Lighting Compliance anCe Scope Project Type Interior /Exterior (Interior includes both interior &parking) Luminaire Replacement Scope p Compliance Method p LPA Calculation Adjustment Compliance Verification and Method New Building Interior Lighting Space by space Reduced lighting power density option COMPLIES New Building Exterior Lighting Not applicable to exterior COMPLIES Additional Efficiency Options included Reduced lighting power density credit Enhanced lighting controls credit Project Title Housing Hope ELC Field Apartments Building A Level 1 - 2018 WSEC Date Sep 29, 2022 Lighting Power Calculatio NEW BUILDING - INTERIOR LIGHTING Compliance Verification COMPLIES Compliance Method Space by space LPA Calculation Adjustment LPA x 0.8 Interior Lighting Power Allowance - Space by Space General Space Type Specific Space Type Ceiling Height (Ft) Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed (SF x LPA x 0.8) Total Proposed Watts (LPD + Display LPD) Compliance Status Conference/meeting/multipurpose 1,211 0.97 1,175 Corridors General 577 0.41 237 Electrical/mechanical 251 0.43 108 Food preparation 136 1.09 148 Office Enclosed less than 250 sf 1,273 0.74 942 Restroom General 153 0.63 96 Storage room General 237 0.38 90 Proposed Total LPD 2154 Totals Calculation Adjustment Applied - LPA x 0.8 1 2,237 2,154 COMPLIES Proposed Lighting Power Density Watts or Total Watts Fixture Type Fixture ID Quantity of Wattage Limit Total Linear Watts per Linear Proposed Fixtures (#F) per Fixture Feet (LF) Foot (WpLF) (#F x WpF) or (WpF) (LF x WpLF) Individual Fixtures Horizontal surface -mount 1 SL-5 1 3 1 30 1 1 90 https://waenergycodes.com/pdnt_project_summaryform.php?k=aWQ9MTMOMzQmZnZpPTE4JmNOaTO=&p(nt=1 1/3 1/3/23, 4:37 PM https://waenergycodes.com/print_ project_summary_form.php?k=aWQ9MTMOMzC)mZnZpPTE4JmNOaTO=&print=1 Horizontal surface -mount SL-4 2 31 62 Troffer RL -2 13 15 195 Troffer RL-1 20 38 760 Suspended PL-1 6 31 186 Suspended PL-2 14 60 840 Under -cabinet UC 11 21 1 1 21 Proposed Total LPD 1 2154 Project Title Housing Hope ELC Field Apartments Building A Lcvel 1 - 2018 WSEC Date Sep 29, 2022 Proposed Fixtures Details NEW BUILDING - INTERIOR LIGHTING Fixture Type/Application Fixture ID Location in Documents Lamp IN pc New or Existing -to -Remain individual Fixtures Horizontal surface -mount SL-5 E2.11 LED New Fixttue Description: LED Surface Mounted fixture Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Horizontal surface -mount SL-4 E2.11 LED New Fixture Description: Surface mount led fixture Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Troll'cr RL-2 I E2.11 LED New Fixture Description: recessed 2X2 flat panel Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Trofl'cr RL-1 I E2.11 LED New Fixture Description: recessed 2x4 basket troffer Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended PL-1 I E2.11 LED New Fixture Description: LED Suspended Mounted fixture Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended PL-2 I E2.11 LED New Fixture Description: Pendant mounted linear fixture, round Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Under -cabinet UC I E2.11 LED New Fixture Description: LED undercabinet lighting Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Project Titlel Housing Hope ELC Field Apartments Building A Level 1 - 2018 WSEC Date Sep 29, 2022 Lighting Power Calculation IlEFNEW BUILDING - EXTERIOR LIGHTINCompliance Verification COMPLIES Exterior Lighting Zone ZONE 2 Base Site Allowance 400 Exterior Tradable Lighting Power Allowance Tradable Surface Tradable Surface Sub -Type Surface Area (SF) LPA (Watts/SF) Linear Feet (I.F) LPA (NN'atts/1.F) Total Watts Allowed (LPA x SF) or (LPA x LF) Total Tradable Proposed Watts Tradable Compliance Status Building grounds Walkways 10 feet and wider 366 0.10 37 Building entrances and exits Pedestrian entrances & exits 16 14 224 Uncovered parking areas and drives 1 1 5,357 1 0.04 1 1 214 Base Site Allowance 400 Totals 8751 208 1 COMPLIIS https://waenergycodes.com/print_ project_summary_form.php?k=aWQ9MTMOMzQmZnZpPTE4JmNOaTO=&print=1 1/3/23, 4:37 PM https://waenergycodes.com/print_ project_summary_form.php?k=aWQ9MTMOMzQmZnZpPTE4JmNOaTO=&print=1 2/3 Proposed Tradable Lighting Power Density Fixture Type Fixture 1 D Tradable Surface Type Quantity of Fixtures (#F) Watts or Wattage Limit per Fixture (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Wall -mounted WL-3 Building grounds - Walkways 10 feet and wider 17 34 Wall -mounted WL74 Building grounds - Walkways 10 feet and wider 12 12 Wall -mounted WL-4 Building entrances and exits - Pedestrian entrances & exits 12 48 Wall -mounted WL-2 Uncovered parking areas and drives - 38 114 Tradable Proposed Total 208 https://waenergycodes.com/print_ project_summary_form.php?k=aWQ9MTMOMzQmZnZpPTE4JmNOaTO=&print=1 3/3 fffF DB ENGINEERS Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com HOUSING HOPE we keep hope alive ` DESIGNS L v northwest ARCHITECTS 360. 629.3441 P.O. Bax 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource I collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 1. FITWA L �V����� co N CD 00 UU a O z z0 Q Lu W Z LLI co I— C� LL w M U) V Q O �a Cs') N LLI Q to 00 PERMIT SET ISSUE DATE: SEPTEMBER 2022 DaQ REVISION SCH2�Dtv Rev # Date escri tion DEVC��VT SERVICES1 10-19-2022 TMENT 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: WSEC LIGHTING COMPLIANCE SCALE: As indicated DRAWN: ELMS CHECKED: MF PROJECT No: 2021031.00 E8.14