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APPROVED PLN BLD FIR WC3 APPRVD RESUB 2--BLD2022-0527 Westgate Station II - Architectural PlansL ALL CONSTRUCTION SHALL CONFORM TO THE 2018 EDITION OF THE INTENTIONAL BUILDING CODE 2. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR IS RESPONSIME FOR PERMITS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHIAWGES BETWEEN DETAILS OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. 4: SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, SIGNS, REFRIGERATION EQUIPMENT, SEWER NOOK -UPS AND OFFSITE IMPROVEMENTS, SUCH AS SIDEWALKS, CURBS AND GUTTERS, WATER MAINS, CURB CUTS FOR DRIVEWAYS, STORM DRAINAGE, STREET LIGHTING AND STREET SIGNS. THE BUILDNG INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PAWNS, SIGNS AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. 5. SPECIAL INSPECTORS SHALL BE APPROVED BY THE 5UILDNG OFFICIAL PRIOR TO CONSTRUCTION, 6. THE BUILDER'S COPY OF THE APPROVED SET OF PLANS MUST BE AVAILABLE TO INSPECTOR'S AT THE J0561TE 1. FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH 2O16 INTERNATIONAL FIRE CODE. THERE THE CODE STATES "WHEFM REQUIRED". SUCH SECTIONS ARE REQUIRED UNLESS A WRITTEN EXEMPTION TO THE SECTION HAS BEEN SUBMITTED TO THE DEPARTMENT AND APPROVED. • FINISH FLOOR REFERENCE DATUM EQUALS (0-0"). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. 9. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE. 10, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. 11. ALL WOOD FOF418 USED FOR CONCRETE, IN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND SHALL BE REMOVED. 12. CONCEALED SPACES 2018 SEC 118-PROVIDE HORIZONTAL FIREBLOCKNG IN ALL WOOD FRAME WALLS AT 10'-0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILM-6. FIFr=BLOCK ENCLOSED ATTIC SPACES SHALL BE DIVIDED NTO HORIZ AREAS NOT EXCEEDNG 30M S.F. OR NOT REQUIRED IF BUILDING IS SPRINKLED 2018 IBC 118,43. DRAFT STOP CONSTRUCTION: THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDED FROM THE CEILING TO THE UNDERSIDE OF THE ROOF DECK MATERIAL SHALL BE 1/2" GYP. BD. OR 3/8" PLYWD. OR OTHER APPROVED MATERIAL. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF CLOSING DOOR WITH AUTO LATCHES, PER 2018 IBC 1184.1.1 13. AN AUTOMATIC SPRINKLER SYSTEM THAT CONFORMS WITH ALL RECOMMENDATIONS OF AN APPROVED RATING BUREAU AND NFPA PAMPHLET No. 13 AND IS CONNECTED TO AN ALARM RECEIVING FACILITY AS APPROVED BY THE JURIDICTION'S FIRE MARS14ALL SHALL BE INSTALLED. ACTIVATION OF THE FIRE SPRINKLER SYSTEM SHALL ACTIVATE THE FIRE ALARM SYSTEM. GUARDS TO BE PROVIDED THROUGHOUT PREMISES TO PROTECT HEADS FROM ACCIDENTAL IMPACT A SEPARATE PERMIT AND PLAN FrEVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM. ALL SHOP DRAWW36 SHALL BE SUBMITTED AND APPROVED BY THE FIB MARSHALL PRIOR TO THE START OF INSTALLATION. ALL WORK INCLUDING DESIGN AND INSTALLATION SHALL BE PERFORMED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR 14. THE BUILDNG SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE ALARM SYSTEM AND EMEW3ENCY AUDIBLEMSIBLE ALARM COMMUNICATION SYSTEM. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR THE NSTALLATION OF THE FIRE ALARM SYSTEM. WORK SHALL NOT COMMENCE UNTIL THE PLANS NAVE SEEN APPROVED AND THE PERMIT HAS BEEN ISSUED. 15. MUTI-FAM:EACH DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE DETECTORS CONFORMING TO 2018 I.B.C. 901.1 DETECTORS TO RECEIVE PRIMARY POWER FROM BUILDING WIRING AND SHALL BE EQUIPED WITH BATTERY BACKUPS. SINGLE STATION SMOKE DETECTOR IN HALLS LEADING TO BEDROOMS SHALL NOT BE CONNECTED TO THE GENERAL FIRE ALARM SYSTEM. 16. PROVIDE (1) 2A-105C FIRE EXTINGUISHER (WALL MOUNTED) FOR EACH 3000 SQUARE FEET OF FLOOR AREA MAXIMUM TRAVEL DISTANCE SHALL BE 15 FEET TO AN EXTINGUISHER PER 2018 IBC TABLE W63 THE FIRE EXTINGUISHERS MOUNTED WITH IT'S LEADING EDGES BETWEEN 2111 TO WII AFF CAN NOT PROTRUDE NO MORE THAN 4" INTO WALKS ,CORRIDOR, PASSAGEWAYS,OR AISLES. PORTABLE FIRE EXTINGUISHER HAVNG A MINIMUM RATING CLASS 9C SHALL BE INSTALLED WITHIN 30 FEET OF COMMERCIAL FOOD HEAT -PROCESSING EQUIPMENT AS MEASURED ALONG AN UNOBSTRUCTED PATH OF TRAVEL IN ACCORDANCE WITH 2O18 INTERNATIONAL FIRE CODE SEC W6. (PROVIDE MINIMUM 1 FIRE EXTINGUISHER PER TENANT SPACE.) . EXTNGUISHERS SHALL BE INSTALLED IN CABINETS AT CERTAIN LOCATION IF REQUIRED BY THE CITY. 11. ALL DECORATIVE MATERIALS ARE REQUIRED TO BE MAINTAINED N A FLAME-RETARDANT CONDITION. POST 'NO SMOKING" SIGNS IN ACCORDANCE W/ WASHNGTON STATE SMOKING IN PUBLIC PLACES ACT 10.160.050 16 EXPOSED INSULATION MATERIALS INCLUDNG FACM-6 AND VAPOR BARRIERS SHALL NAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH 2O18 I.B.0 1203 AT i ■ jWI� l id. � : n �ANS, SECTIONS AND DETAILS, PROVIDE A FIRE RESISTIVE FOIL FACED INSULATION A As perm t is"ciR�rl��'I �c`"L 'fl IPlumbing. Pleas '� I'i�� '�� I D THE LOCATION ILLUSTRATED oN PLANS, LETTERING AND / oR NUMERALS TO BE AM WITH METALLIC OR LAMINATE FACE LEASE UNITS TO BE PROVIDED WITH LETTERS OR NUMBERS OVER EACH ENTRY DOOR LETTERING BE APPROVED BY ARCHITECT PRIOR TO APPLICATION. LAYOUTS SHOWN FOR Edmonds. LEASE SPACES ARE PRELIMINARY ONLY AND ARE FOR S OF ASSIGNM ADDRESSES, DETERMINING EXIT REQUIREMENTS, AND LOCATING � ■ ■� ■ ■� ■ ■� ■ ■� ■ ■ 1111,AlbW'LOWN1111111111O 1"Iftd t~811111IMS SELECTED. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON THE REFLECTE CEILING PLAN AND SPECIFICATIONS. LEASE SPACES REQUIRING SEPARATE SANITARY FACILITIES FOR EACH SEX WILL BE INDICATED ON TENANT IMPROVEMENT. 20. MULTI-FAM PRIOR TO ISSUANCE A CERTIFICATE OF OCCUPANCY, THE OWNWER-OCCUPANT OF THE BUILDING SHALL ASSIGN A REPONSIBLE PERSON AS THE BUILDING'S FIRE SAFETY DIRECTOR TO WORK WITH THE FIRE MARSHALL IN ESTABLISHING AN OPERATION PLAN FOR THE BUILDING, 21. MECHANICAL, ELECTRICAL, PLUMBING, LICsHTNG TO BE DESIGN BUILD. CONTRACTOR 1RESFIONS15LE FOR ALL PERMITS AND APPROVALS. ELECTRICAL: ELECTRICAL RESISTANCE HEAT OR ROMEX WIRING IS NOT ALLOWED. MULTI-FAM: ELECTRICAL OUTLETS TO BE MIN, 24" OFFSET FROM UNIT TO UNIT MEC14ANIC4L:TOILET ROOMS SHALL HAVE SEPARATE ,AND NDIVIDUAL EXHAUST SYSTEMS IN SEPARATE SHAFT 2015 INTERNATIONAL MECHANICAL CODE. THE MECHANICALLY OPERATED EXHAUST SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE, AND THE PONT OF DISCHARGE SHALL BE AT LEAST Y FROM ANY OPENNG WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDM THE MECHANICAL EXHAUST SYSTEM SHALL PROVIDE A MINIMUM OF ONE AIR CHANGE EVERY 15 MINUTES. TOILET ROOMS MAY BE UNDER COMMON SYSTEM IF SYSTEM HAS NEGATIVE AIR PRESSURE N ALL DUCTSFIRS/SMOKE DAMPERS SHALL BE INSTALLED N DUCTS PENETRATNG PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS AND CEILINGS PENETRATION OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECT PER 2015 IBC SEC 114. TYPES OF MATERIALS AND PROTECTIVE SYSTEMS SHALL BE DESIGNED AND APPROVED UNDER DEFERRED SUBMITTAL. MULTI FAM: LAUNDRY AND BATHROOM EXHAUST DUCTS SHALL BE ENCLOSED WITH 28 GAUGE GALVANIZED SHEET METAL AND SHALL EXTEND TO T� EXTERIOR OF BUILDING, 3' FROM ANY OPENINGS. BATHROOM CONTAINING A BATHTUB, SHOWER OR COMBINATION THEREOF: LAUNDRY ROOMS SHALL BE PROVIDED WITH A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR KITCHEN STOVE VENTING SHALL BE WITH 26 GAUGE GALVANIZED SHEET METAL DUCTS ENCASED IN ONE -HOUR CONSTRUCTION AND EXTENDING TO THE EXTERIOR OF THE BUILDING, 3' FROM ANY OPENING. RESIDENTIAL VENTILATION SHALL CONFORM TO 2015 INTERNATIONAL MECHANICAL CODE AND WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. 22, EXIT DOORS SHALL BE OPENAME FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (I.E. No DEAD BOLTS, SURFACE BOLTS, THUMB TURNS, ETC-) 2015 IBC 1010.1.9 THE MAN EXIT ONLY MAY HAVE A KEY LOCKNG DEVICE IF THERE IS A SIGN ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." WHEN UNLOCKED, THE DOOR SHALL BE FREE TO SWING WITHOUT THE USE OF ANY LATCHNS DEVICE. AUTOMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDED THE DOOR WITH THE FLUSH BOLT HAS NO KNOBS OR SURFACE -MOUNTED HARDWARE, AND THE UNLATCHING OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION 2015 IBC 1010.1 S3. ALL EXTERIOR EXIT DOORS WITH AUTOMATIC CLOSERS SHALL NAVE A MAXIMUM OPENING FORCE OF 8 1/2 POUNDS(5 POUNDS FOR NTERIO DOORS) CONTRACTOR TO VERIFY THAT ALL GLAZING UNITS USED N HAZARDOUS AREAS 2015 I.B.C. 2406. AND SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CPR 1201, 2018 IBC 2406.2. MULTI FAM: PROVIDE SAFETY GLASS IN ALL SHOWER AND BATH ENCLOSURES. 23, ALL DOORS SHALL SWING TO THE FULLY OPEN POSITION WHEN AN OPENM FORCE NOT TO EXCEED S LBS IS APPLIED TO THE LATCH SIDE. MULTI-FAM POVIDE EVERY UNIT ENTRY DOOR WITH PEEP -HOLE AND I" THROUGH DEAD BOLT. 24, ROOF DRAINS AND GUTTERS SHALL BE CONNECTED TO T14E SITE DRAINAGE SYSTEM. FOOTING DRAINS TO BE CONNECTED TO THE SITE DRAINAGE SYSTEM. 25. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION LINES AND SLEEVES AT ALL PAVEMENT AREAS. 26. CONTRACTOR WILL PROVIDE SPECIAL INSPECTION FIRM FOR INSPECTION OF JOINT AND PENETRATION ASSEMBLIES 2018 INTERNATIONAL BUILDING CODE 2018 UNIFOR'I PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE OWNER/ CLIENT. WZL ENTERPRISES LLC 4412 RUSSELL ROAD, UNIT B MUKILTEO WA 98215 PHN: (425) 293-2503 CONTACT: MARC WESL IN AR HITECT- CDA + PIRSCHER ARCHITECTS, INC. 23114 100TH AVE W EDMONDS, WA W155 PHN: (206) 368-%68 CONTACT: CARL PIRSCHER CONTACT: CARLPeCDAARCH.COM SURVEY: LOVELL-SAUERLAND 4 ASSOCIATES, INC. 19211 36TH AVENUE W., SUITE 106 LYNNWOOD, WA 98036 PHN: (425)115-15V CONTACT: JEFFREY TRE15ER EMAIL. JEFFTel-SAENGINEERING.COM CIVIL" CG ENGINEERS 250 4TH AVE S STE 200 EDMONDS, WA 98020 PHN: (425) 118-8500 CONTACT: JAF2ED UNDERBRINK EMAIL: JAREDUeCGENNG NEERING.COM 2018 INTERTIATIONAL FIRE CODE 2018 WASHNGTON STATE ENER'zY CODE WA644 NGTON STATE AMENDMENTS ICC A111.1-2009 STRUCTURAL: CIS ENGINEERes 250 4TH AVE 6 STE 200 EDMONDS, WA 98020 PHN: (425)118-8500 CONTACT: MIKE MAEC 4LER EMAIL: MIKEM'SCGENGINEERING.COM SOILS ENGR: NELSON GEOTECHNICAL ASSOCIATES, INC 11311 - 135TH AVE NE, SUITE A-500 WOODINVILLE, WA 98012 PHN: (425) 486-1669 CONTACT: LEE 13ELLAH, LG EMAIL: NELSONGEOTECHJSOM LANDSCAPE; MAIN STREET DESIGN 211 MADISON AVENUE S., SUITE 201 BAINBRIDGE ISLAND, WA 98011 PHN: (206) 642-1886 CONTACT: KEN LONEY EMAIL: MAIN STREETOEARTHLINKNET MEP: GLUMAC 1601 FIFTH AVE, STE 2210 SEATTLE, WA 98101 PHN: 206-9i1-1422 CONTACT: ALLEN MARTIN ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Approved DFM Ct�Ms Burt South County Fire Date: 11 /17/2023 APPROVED PLANS MUST BE ON JOB SITE ,Special Inspections required for this project: SPECIAL INSPECTION I ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ I � ■ OPERATION SOILS CONT PERIODIC REMARKS SHORING X GEOTECH ENGINEER EXCAVATION & FILL X GEOTECH ENGINEER CONCRETE REINFORCING PLACEMENT X ANCHOR BOLTS X HOLDOWN PLACEMENT X CONCRETE TEST SPECIMENS X CONCRETE PLACEMENT X ADHESIVE ANCHORS X IF USED EXPANSION ANCHORS X IF USED EMBEDDED PLATES X NOTE: ALL ITEMS MARKED WITH AN 'X- SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER. AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS, ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. ................................................. The following documentation shall be available on site for the building inspector: X❑ COE APPROVED ARCHITECTURAL PLAN SET X❑ COE APPROVED STRUCTURAL PLAN SET ; : ❑ COE REVIEWED CALCULATION PACKET ' ENERGY CREDIT WORKSHEET ❑ SITE PLAN ; ❑ CIVIL PLAN ■ ON Shoring Design plan sheets CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ .■.■.■.■.■.■.■.■.■.■.■.■.■.■.■.■.■.■.■.■.■.■.■■ 9601 EDMONDS WAY EDMONDS, WA 98020 -7-P -,IN - ............................................... Construction Type yp IIB VB:1! Occupancy Group B R-2 s_2 !Occupant Load 213 ; D��LL�D SUJii O77QLSo �u�]EC�C�La�]OC�LaL�9 EL�C�TL�OC�QL� [PLUMB)0�1a9 HE AL/%[OR M IF0RE 31P'0__0HwLE1R 7EIMAN7 MP o y monds for. Building Department MARC LIN 11-17-2023 wner RESUB 2 PLAN REVIEW APPROVED WITH CONDITIONS: Approved Date : I- 11/29/2023 1. BOTH SOUTHWEST AND NORTHWEST ENTRANCE DRIVE ISLES REQUIRED TO BE FIRE APPARATUS Building Official w. ACCESS ROADS AND LANE STRIPED AND STENCILED. 2. PREDICTIVE MODELING TO DETERMINE IF ERRCS (DAS) IS NECESSARY. Permit Number 3. TRENCHES, CATCH BASINS AND ALL VAULTS REQUIRED TO MEET HS25 ENGINEERING STANDARD AND SUPPORT A GROSS VEHICLE WEIGHT OF 75,000 POUNDS AND 45,000 POUND POINT LOAD PER SOUTH "THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPRO COUNTY FIRE APPARATUS ACCESS ROAD STANDARD SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090." (MARKUP ADDED TO SHEET C3.1 OF CIVIL PLANS). 4. RISER ROOM: 36" MINIMUM SPACE IN FRONT OF RISER AND 18" ON ALL SIDES. 5. FACP TO BE INSTALLED IN RISER ROOM. 6. COORDINATE WITH THE SPRINKLER AND ELEVATOR CONTRACTOR EARLY TO DETERMINE SPRINKLER AIA,LE P PROTECTION OF PIT, TOP OF SHAFT AND MACHINE REGISTERED ARCHITECT ROOM BASED ON NFPA 13R AND L&I REQUIREMENTS. 7. SEPARATE PERMITS REQUIRED FOR: -FIRE ALARM Work WESTGATE STATION II -MIXED USE, zo APTS Address 96o1 EDMONDS WAY O WZL ENTERPRISES LLC -------------- BLD2022-0527 dA'k TO REVISIONS DATE PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 -ERRCS (DAS) ALL MULTI -UNIT RESIDENTIAL BUILDINGS AIRS REQUIRED TO HAVE THE BUILDING ENCLOSURE INSPECTED BY A QUALIFIED BUILDING -NFPA 13 SPRINKLER SYSTEMS TO PROTECT ENCLOSURE INSPECTOR DURING THE COURSE OF CONSTRUCTION. THIS INSPECTION IS TO BE COMPLETED BY A THIRD PARTY, PARKING GARAGE AND COMMERCIAL SPACES. NFPA INDEPENDENT INSPECTOR THE CITY MAY NOT ISSUE A CERTIFICATE OF OCCUPANCY UNTIL THE QUALIFIED, THIRD PARTY INDEPENDENT 13R SPRINKLER SYSTEM REQUIRED TO PROTECT INSPECTOR PREPARES A REPORT AND SUBMITS TO THE BUILDM DEPARTMENT A SIGNED LETTER CERTIFYING THAT THE BUILDING RESIDENTIAL SPACES (EACH RISER TO HAVE ENCLOSURE HAS BEEN INSPECTED DURING THE COURSE OF CONSTRUCTION AND THAT THE CONSTRUCTION IS IN SUBSTANTIAL SEPARATE PERMIT) COMPLIANCE WITH THE BUILDING ENCLOSURE DESIGN DOCUMENTS. THE REQUIREMENT FOR THIRD PARTY INSPECTION NEEDS TO BE DFM BURT SPECIFIED ON THE PLANS. iD S V:LL MT111 0 S 51JILDING SECTION < SECTION IDENTIFICATION < LOCATED ON SHEET_ LUALL SECTION < SECTION IDENTIFICATION '°`-X LOCATED ON SWEET - DETAIL 2 < DETAIL IDENTIFICATION A-5 G LOCATED ON SHEET INTERIOR ELEVATION < ELEVATION IDENTIFICATION < LOCATED ON SHEET ROOM SYMBOL OFF I CE < ROOM NAME 101 ROOM NUMBER ROOM MATERIAL CODES 1,42 1st No FLOOR/BASE g I _ /n I I 2nd No WALLS/WAINSCOT SC/ 3rd No CE IL ING S50 Sc ET. 7_�---- CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SYMBOL DOOR NUMBER WALL SYMBOL WALL IDENTIFICATION WIND0111 SYMBOL WINDOW IDENTIFICATION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED aNORTH ARROW ND ELEVATION MARKER �,1,� FINISH GRADE ELEVATION TOP OF CURB TOP OF PAVEMENT CENTER LINE PROPERTY LINE CENTER LINE OF STREAM NEW CONTOUR fit EXISTING CONTOUR REVISION CLOUD IDENTIFYING NUMBER 0 S_ AND EXIST. EXISTING O.G. ON CENTER. L ANGLE EXPO. EXPOSED O/ OVER a AT EXT. EXTERIOR OPP. OPPOSITE rt CENTERLINE RO.LC. FURNISHED BY OWNER DIAMETER OR INSTALLED BY GONT'R- PL, PLATE ROUND E.D. FLOOR DRAIN PLYWD. PLYWOOD L PERPENDICULAR F.E. FIRE EXTING- P.P. POWER POLE * POUND OR NUMBER UISHIER PLAM PLASTIC LAMINATE F.H. FIRE HYDRANT P.T. PRESSURE TREATED A.B. ANCHOR BOLT FIN. FINISH ACT. ACOUSTICAL TILE FLASH. FLASHING R RADIUS OR R16ER APP, ABOVE FINISH FLR. FLR FLOOR R.D. ROOF DRAIN AGGR AGGREGATE FLUOR FLUORESCENT RAG. RECOMMENDED ALUM. ALUMINUM FOUND. FOUNDATION REF• REFERENCE ANOD. ANODIZED FRMIG. FRAMING REINF. REINFORCED APPROX, APPROXIMATE ERP FIBERGLASS RI EQ'D, REQUIRED ARCH. ARCHITECTURAL REINFORCED PLASTIC RM. ROOM ASPH. ASPHALT FT. FOOT OR FEET RWL RAIN WATER LEADER FTG. FOOTING BD, BOARD FURR FURRING S. SOUTH SLOG. BUILDING S.C. SOLID CORE BLK BLOCK GA. GAUGE SCHIED. SCHEDULE BLK'a BLOCKING GALV. GALVANIZED SHT. SHEET BM, BEAM G.C. GENERAL CONTR. SHT'G. SHEATHING BOT. BOTTOM GL. GLASS SIM. SIMILAR B.U.R. BUILT UP ROOF GND. GROUND SPEC. SPECIFICATIONS GR. GRADE 8Q SQUARE CAB, CABINET GP, GROUP STD, STANDARD C.B. CATCH BASIN G.W.B. GYPSUM WALL STL. STEEL GEM. CEMENT BOARD STOR STORAGE CH. CHANNEL GYP. GYPSUM STRUC. STRUCTURAL C.J. CONTROL JOINT SUSP. SUSPENDED CLG. CE I L ING HDWR HARDWARE 8.4 V. STAIN AND VARNISH CLR CLEAR HDCP, HANDICAP SVC. SERVICE G.O. CLEAN OUT HDWD. HARDWOOD SYM. SYMMETRICAL COL. COLUMN N.B. HOSE BIBS S/UU SIDEWALK CONC. CONCRETE H.C. HOLLOW GORE CONN. CONNECTION H.M. HOLLOW METAL T. TREAD CONSTR. CONSTRUCTION HORIZ. HORIZONTAL T.C. TOP OF CURB CONT. GONTINUOUS HR HOUR TEL, TELEPHONE C.T. CERAMIC TILE HT. HEIGHT TA G. TONGUE AND GROOVE CTR, CENTER THK THICK CTSK COUNTER SUNK INST. INSTALLATION T.O.P. TOP OF PLATE INSUL, INSULATION T.P. TOP OF PAVEMENT DBL. DOUBLE INT. INTERIOR T.W. TOP OF WALL DEPT. DEPARTMENT TYP, TYPICAL DET. DETAIL LAM. LAMINATED DIA. DIAMETER LB. POUND U.B.C. UNIFORM BUILDING DIM. D IMENS ION LOC. LOCATION CODE DN DOWN UNF. UNFINISHED DR DOOR MATL. MATERIAL U.ON. UNLESS OTHERWISE D.S. DOWNSPOUT MAX. MAXIMUM NOTED DWG. DRAWING MFR MANUFACTURER M.H. MANHOLE VERT, VERTICAL E. EAST MECH. MECHANICAL EA. EACH MIN. MINIMUM W, WEST E.IF.a. EXTERIOR INSULATION MISC. MISCELLANEOUS W/ WITH FINISH SYSTEM MTD. MOUNTED WD. WOOD E.J. EXPANSION JOINT MTL. METAL WDW. WINDOW EL. ELEVATION W/o WITHOUT ELEC. ELECTRICAL N. NORTH W.P. WATERPROOF ELEV. ELEVATOR N I.C. NOT IN CONTRACT W.R. WATER RESISTANT ENCL. ENCLOSURE NO. NUMBER WSCT. WAINSCOT E.P. ELECTRICAL PANEL N.T.S. NOT TO SCALE WT, WEIGHT EQ. EQUAL EQUIP. EQUIPMENT THT HNDEX ARCHITECTURAL SURVEY A-0.1 COVER SHEET A-02 CODE SUMMARY (OVERALL) A-03 CODE ANALYSIS (IST FLR) A-0.4 CODE ANALYSIS (2ND FLR) A-0.5 CODE ANALYSIS (OPENINGS) A-0.6 CODE ANALYSIS (OPEN GARAGE) A-0.1 CODE ANALYSIS (GRADE PLANE) A-OB CODE WSEC ENERGY SUMMARY A41 SITE PLAN A-1.IEV SITE PLAN W/ EV-PARKING LOCATION A-1.2 SITE DETAILS A-2.1 15T FLOOR FLOOR PLAN A-22 2ND FLOOR FLOOR PLAN A-2.3 ROOF PLAN A-2.4 ENLARGED UNIT PLANS A-2.5 ENLARGED UNIT PLANS A-2.6 ENLARGED UNIT PLANS A-2.1 ENLARGED UNIT PLANS A-2.8 ENLARGED UNIT PLANS A-2.9 ENLARGED UNIT PLANS A-2.10 ENLARGED UNIT PLANS A-2.11 ENLARGED UNIT PLANS A-3.1 REFLECTED CEILING PLAN- 16T FLR A-3.2 REFLECTED CEILING PLAN- 2ND FLR A-3.3 ENLARGED REFLECTED CEILING UNIT PLANS A-3.4 ENLARGED REFLECTED CEILING UNIT PLANS A-3.5 ENLARGED REFLECTED CEILING UNIT PLANS A-5.1 BUILDING ELEVATIONS A-5.2 BUILDING ELEVATIONS A-5.3 ENLARGED PARTIAL BUILDING ELEVS A-6.1 BUILDING SECTIONS A-6.15 BUILDING SECTIONS A-6.2 STAIR *I PLANS 4 SECTIONS A-63 STAIR #2 PLANS 4 SECTIONS A-6.4 ELEVATOR PLANS 4 SECTION A-6.5 ELEVATOR PLANS 4 SECTION A-1.1 DOOR SCHEDULE A-12 WINDOW SCHEDULE A-13 WALL TYPES A-1.4 WALL TYPES A-8.1 DETAILS A-8.2 DETAILS A-8.3 DETAILS A-8.4 DETAILS A-8.5 DETAILS ALTA/ALSM LAND TITLE SURVEY CIVIL C1.1 COVERSHEET 4 GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING 4 DRAINAGE PLAN 4 DETAILS C3.2 GRADING 4 DRAINAGE DETAILS C3.3 GRADING 4 DRAINAGE DETAILS C3.4 GRADING 4 DRAINAGE DETAILS C4.1 WATER 4 SEWER PLAN C4.2 WATER AND SEWER DETAILS C43 W D E AILS SEWER PROFILES C5.1 SITE IMPROVEMENT PLAN C52 SITE IMPROVEMENT DETAILS C53 TRAFFIC CONTROL PLAN C6.1 VEHICLE TRACKING PATHOS STRUCTURAL 51,1 STRUCTURAL NOTES 512 STRUCTURAL NOTES 613 STRUCTURAL NOTES 52.1 FOUNDATION 4 FIRST FLOOR FRAMING PLAN 52.2 SECOND FLOOR CONCRETE PLAN 62.3 SECOND FLOOR POST TENSION PLAN 52.4 SECOND FLOOR MILD STEEL PLAN 82.5 ROOF FRAMING PLAN 53.1 SCHEDULES 54.1 FOUNDATION DETAILS 64.2 FOUNDATION DETAILS 543 CONCRETE DETAILS 55.1 POST TENSION DETAILS 652 POST TENSION DETAILS 55.3 POST TENSION DETAILS 56.1 TYPICAL WOOD FRAMING DETAILS 562 ROOF FRAMING DETAILS 563 ROOF FRAMING DETAILS LANDSCAPE L-1 LANDSCAPE PLAN L-2 IRRIGATION PLAN D D"CT (3JTr=4 DATA S1TE DATA JURISDICTION: CITY OF EDMONDS ZONE: BC-EW (COMMUNITY BUSINESS, BC-EDMONDS WAY) Zone BC EW Corner Flag _ PARCEL AREA: 41,923 SF OR 1.1 ACRES TAX PARCEL NO.: 00,531,300001000 Setbacks: Required Proposed 5U I L D ING DATA Fronts 10 ; 15 - 0/0 5/64 Sides W/E ______ OCCUPANCY: B, R-2, 8-2 CONSTRUCTION TYPE: IIB 4 VB (FULLY SPRINKLERED) Rear N 15 35 PROPOSED BUILDING AREA (GROSS) :31,891 SF Other BUILDING HEIGHT TOTAL: 24'-11" (SEE A-5.1 AND A-5Height 2) 2-- 24.9 ---------------- MAX HEIGHT ALLOWED = 25- AVERAGE GRADE PLANE BASED ON EXIST GRADE - 3402' (SEE A-0: UNIT TYPES (9) STUD 10 (11) ONE -BED 20 UNITS PARKING REQUIREMENTS: APPROVED BY PLANNING Dec 07 2123 1 STALL PER 400 SF OF COMMERCIAL+ LEASING OFFICE 4,139 + 432 = 5111 / 400= 12.9 STALLS 12 STALLS PER STUD 10= S x 12 = 10Z STALLS 1.5 STALLS PER 1-BED= 11 x IB = I&B STALLS TOTAL = 40 STALLS REQ'D PARKING PROVIDED: 13 STALLS ON SITE 32 REGULAR IN 1ST FLOOR GARAGE TOTAL= 45 STALLS PROVIDED ACCESSIBLE PARKING SPACE PER TABLE 1106.1 26-50 PARKING SPACE - MINIMUM OF TOTAL 2 ACCESSIBLE PARKING SPACES ARE REQUIRED 1 SPACE FOR ACCESSIBLE VAN 1 SPACE FOR ACCESSIBLE CAR (SEE SITE PLAN, SHEET A-1.1 AND SITE DETAILS, SWEET A-12 FOR REFERENCE. LOT 10 OF < EL ISE, AGC;01RD ING TO THE FL14T THEREOF RECORDED JUNE 19, 2002 UNDER RECORD ING NO. 20020ro19�>002, IN 6NO-I0M 16H COUNTY, UJA6HINGT0N. 6U5J E CT TO EASEMENTS, RESTRICTIONS NAND RESERVATIONS OF RECORD_ VHCHNHT v_i_L MAP 220TH ST SW W > Q s Q SITE \� 0 228TH ST SW y0 � �a w s� Q O I CO Q 0 0 0 238TH T m �O � I'F VICINI7NT' MAP N ST SW 244TH ST SW PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CC DES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILI ❑ FIRE --f'L-AN REVIEW ACCE PTANCE OF DOCUMENTS DOES NOT AUTHO UZE CONSTRUCTION TO PROCEED IN VIO TION OF ANY FEDERAL, STATE,,, OR LC I 3AL REGULATIONS. BY: _ o...T � •' )ATE:11/15/2023 WEB► GUAs1 GUgt GUNSULTANTS, INC. N N N Z O pCD Z UN Q C) 0 N Q a qt z U U U z LU LU LU W O N N N N LU eel m lu 04 0 0 N � N ' I <r 1 Cv 1 m DRAWN- M CHECK -OF JOB NO: 19018 Z O lu O � lu ��nn VLU D 0 LU N1� t2i V_ D (P LU13 V PIRSCHER ARCHITECTS GDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9b68 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 �VAN M N INT L - j 'LT-A&CES I BUILDING #1 (SEE ,4-0.3 $ ,4-0.4 FOR IDES IGNAT 10N) TYPES OF CONSTRUCTION: CONSTRUCTION TYPE FLOOR 115 (FULLY SPRK) OCCUPANCY 5A51C STORY PER IBC TABLE 504.4 5-2 4 STORIES ALLOWABLE AREA ( IBC 506) 506.2.1 SINGLE -OCCUPANCY, ONE-STORY BUILDINGS BASIC AREA PER IBC TABLE 5062 18,000 SF THE ALLOWABLE AREA OF A SINGLE -OCCUPANCY BUILDING WITH NO MORE THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-1: AA= AT + (NS X IF) (EQUATION 5-1) AA = ALLOWABLE AREA (SQUARE FEET). AT = TABULAR ALLOWABLE AREA FACTOR (NS, 51, 513R OR 5131) VALUE, AS APPLIC,45LE) IN ACCORDANCE WITH TABLE 506.2. NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH TABLE 506.2 FOR NONSPRINKLERED BUILDING (REGARDLESS OF WHETHER THE BUILDING IS SPRINKLERED) IF = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT) AS CALCULATED IN ACCORDANCE WITH SECTION 506.3. Aa = rt 8,000 + 0 = 78,000 SF PER FLOOR LEVEL 1: 10,259 GSF TOTAL PROPOSED = 10,259 GSF 10,259 GSF < 18,000 SF (OKAY) BUILDING#2 C5EE 4-0.3 4 4-0.4 FOR DE5ICxN,4TION) OCCUPANCY SEPARATIONS: PER IBC SECTION 506.3.2- FOR NONSEPARATED USES WITHIN A MIXED OCCUPANCY BUILDING THE MOST RESTRICTIVE TYPE OF CONSTRUCTION SHALL APPLY TO THE ENTIRE BUILDING. FIRE SEPARATIONS ARE NOT REQUIRED BETWEEN USES EXCEPT AS REQUIRED BY OTHER PROVISIONS. TYPES OF CONSTRUCTION: CONSTRUCTION TYPE FLOOR OCCUPANCY BASIC STORY PER IBC TABLE 504.4 VB (FULLY SPRK) 1 5-2 3 STORIES VB (FULLY SPRK) 1 B 3 STORIES VB (FULLY SPRK) 1 R-2 3 STORIES VB (FULLY SPRK) 2 R-2 3 STORIES IM05T RESTRICTIVE USE ALLOWABLE AREA (IB( 506) 506.2.4 MIXED -OCCUPANCY, MULTISTORY BUILDINGS BASIC AREA PER IBC TABLE 5062 40,500 SF 21,000 SF 21,000 SF 21,000 SF EACH STORY OF A MIXED -OCCUPANCY BUILDING WITH MORE THAN ONE STORY ABOVE GRADE PLANE SHALL INDIVIDUALLY COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 508.1. FOR BUILDINGS WITH MORE THAN THREE STORIES ABOVE GRADE PLANE, THE TOTAL BUILD ING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 506.1, SHALL NOT EXCEED THREE. Aa = [At+ (NS x If) J (EQUATION 5-3) Aa = ALLOWABLE AREA (SQUARE FEET). At = TABULAR ALLOWABLE AREA FACTOR (NS, 513R, 513D OR SM VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE 506.2. NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH TABLE 506.2 FOR A NONSPRINKLERED BUILDING (REGARDLESS OF WHETHER THE BUILDING IS SPRINKLERED). If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT) AS CALCULATED IN ACCORDANCE WITH SECTION 506.3. Aa = 21,000 + 0 = 21,000 SF PER FLOOR LEVEL 1: 6,195 GSF LEVEL 2: 15,468 GSF TOTAL PROPOSED = 21,663 GSF 21,663 GSF < 42,000 SF (OKAY) OCCUPANCY: USE (FIRST FLOOR) OCCUPANCY GROSS FLOOR AREA OCCUPANT LOAD (PER IBC SECTION 302) (PER IBC SECTION 1002.1) (PER IBC T,45LE 1004.12) OFFICE RM 1 STORAGE RM 2 B 5-2 4138 36 4136 / 150 = 31.6 38 / 300 = 0.1 OFFICE RM 3 B 241 241 / 150 = 2D LOBBY RM 4 R-2 506 506 / 200 = 3 RISER RM 5 5-2 i8 18 / 300 = 03 ELEV MACHINE RM 6 5-2 65 85 / 300 = 03 MAINTENANCE RM 1 5-2 183 163 / 300 = 0.6 RESTROOM 8 R-2 45 45 / 200 = 0.2 MECHANICAL / ELECTRICAL RM 9 5-2 281 261 / 300 = 03 PARKING RM 10 (UNCONDITIONED) 5-2 9554 9554 / 200 = 41Z 15,151 GSF 66.2 OCCS (SECOND FLOOR) RESIDENTIAL ROOF DECK 013 TOTAL R-2 B (UNDER 50 OCCS) 15,401 135 16,142 GSF 31,899 GSF GENERAL LIMITATIONS: NUMBER OF STORIES: 3 STORIES FOR CONSTRUCTION TYPE V-B (TABLE 504.4) PROPOSED NUMBER OF STORIES: 2 HEIGHT LIMITS: 60'-0" FOR CONSTRUCTION TYPE VB (TABLE 504.3) PROPOSED HEIGHT: 24' -11" ABOVE GRADE PLANE GRADE PLANE ELEVATION: 340.2' (SEE SHEET A-0.1 FOR ANALYSIS) FIRE RESISTIVE CONSTRUCTION: FIRE RESISTIVE ELEMENTS PER IBC 2018 TABLE 601. 15,401 / 200 = 110 135 / 15 = 49 126 OCCS 212.2 OCCS TYPE II B TYPE V B STRUCTURAL FRAME 0 HR 0 HR BEARING WALLS - INT. AND EXT. 0 HR 0 HR NONBEARING WALLS - EXTERIOR 1 HR (X < 10'), 0 HR (X _> 10') 1 HR (X < 10'), 0 HR (X > 10') NONBEARING WALLS - INTERIOR 0 HR 0 HR FLOOR CONSTRUCTION 0 HR 0 HR ROOF CONSTRUCTION 0 HR 0 HR FIRE PROTECTION SYSTEMS: SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13 SHALL BE INSTALLED PER 2018 IBC 903.3.1.1 ALL TYPE VB ROOF ASSEMBLIES SHALL BE PROVIDED WITH A MINIMUM CLASS C ROOF COVERING AS SPECIFIED IN 2018 IBC TABLE 1505.1. SHAFT 4 STAIRWAY ENCLOSURES THROUGH HORIZONTAL ASSEMBLY: 1 HOUR FIRE RESISTANCE RATING SHAFT ENCLOSURES: ( IBC -113.4 4 �13.133� SLEEPING 4 DWELLING UNIT SEPARATION: PER 420.2 WALLS SEPARATING DWELLING UNITS, WALLS SEPARATING SLEEPING UNITS, AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS T THEM SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 108. PER 108.3 FIRE PARTITIONS SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 1 HOUR PER 4203 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS, FLOOR ASSEMBLIES SEPARATIN SLEEPING UNITS, AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 111. PER 111.2.4.3 HORIZONTAL ASSEMBLIES SERVING AS DWELLING OR SLEEPING UNIT SEPARATIONS IN ACCORDANCE WITH SECTION 420.3 SHALL BE NOT LESS THAN 1-HOUR FIRE -RESISTANCE -RATED CONSTRUCTION. EGRESS: STAIRWAYS WIDTH 03 PER OCCUPANT LESS THAN THE MIN WIDTH. PROVIDED 44" STAIR WIDTH, OTHER EGRESS COMPONENT WIDTH 0.2 PER OCCUPANT LESS THAN MIN. WIDTH. PROVIDED 3'-0" EXIT DOOR SIZE, CORRIDOR WIDTH MORE THAN 44" ACCESS TO PUBLIC WAY SLOPED LESS THAN 5% MINIMUM NUMBER OF EXITS REQUIRED (PER IBC TABLE 1006.3.2) PER OCCUPANT LOAD, 2 EXITS REQUIRED EXITS PROVIDED: 2 ELEVATOR: AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 1303.3.1.1 TO BE PROVIDED IN LIEU OF ELEVATOR LOBBY PER SECTION 3006.2 PROVIDE EMERGENCY SIGN "IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE EXIT STAIRS" PER SECTION 3002.3. ELEVATOR TO ACCOMMODATE A 2411x84" AMBULANCE STRETCHER IN THE HORIZONTAL OPEN POSITION 4 SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES PER SECTION 3002.4. AN ADDITIONAL DOOR SHALL SHALL BE PROVIDED AT EACH ELEVATOR H015TWAY DOOR OPENING IN ACCORDANCE WITH SECTION 3002.6. SUCH DOOR SHALL COMPLY WITH THE SMOKE AND DRAFT CONTROL DOOR ASSEMBLY REQUIREMENTS IN SECTION 116.5.3.1 WHEN TESTED IN ACCORDANCE WITH UL 1164 WITHOUT AN ARTIFICIAL BOTTOM SEAL. SECTION 11rt DUCTS AND AIR TRANSFER OPENINGS 11-1.1 GENERAL. THE PROVISIONS OF THIS SECTION SHALL GOVERN THE PROTECTION OF DUCT PENETRATIONS AND AIR TRANSFER OPENINGS IN ASSEMBLIES REQUIRED TO BE PROTECTED AND DUCT PENETRATIONS IN NONFIRE-RESISTANCE-RATED FLOOR ASSEMBLIES. 11-1.2 INSTALLATION. FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING RADIATION DAMPERS LOCATED WITHIN AIR DISTRIBUTION AND SMOKE CONTROL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION, THE MANUFACTURER'S INSTRUCTIONS AND THE DAMPERS' LISTING. 11-1.3 DAMPER TESTING RATINGS AND ACTUATION. DAMPER TESTING, RATINGS AND ACTUATION SHALL BE IN ACCORDANCE WITH SECTIONS THROUGH 11-1.3.2 DAMPER RATING. DAMPER RATINGS SHALL BE IN ACCORDANCE WITH SECTIONS 11-1.3.2.1 THROUGH -111.3.2.4. DAMPER ACTUATION. DAMPER ACTUATION SHALL BE IN ACCORDANCE WITH SECTIONS THROUGH 111.3.3.5 AS APPLICABLE. 11-1.4 ACCESS AND IDENTIFICATION. FIRE AND SMOKE DAMPERS SHALL BE PROVIDED WITH AN APPROVED MEANS OF ACCESS THAT IS LARGE ENOUGH TO PERMIT INSPECTION AND MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS. THE ACCESS SHALL NOT AFFECT THE INTEGRITY OF FIRE - RESISTANCE -RATED ASSEMBLIES. THE ACCESS OPENINGS SHALL NOT REDUCE THE FIRE -RESISTANCE RATING OF THE ASSEMBLY. ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED ON THE EXTERIOR BY A LABEL HAVING LETTERS NOT LESS THAN 2 INCH (12.1 MM) IN HEIGHT READING: FIRE/SMOKE DAMPER, SMOKE DAMPER OR FIRE DAMPER. ACCESS DOORS IN DUCTS SHALL BE TIGHT FITTING AND SUITABLE FOR THE REQUIRED DUCT CONSTRUCTION. 11-1.5 WHERE REQUIRED -FIRE, DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS, CEILING RADIATION DAMPERS AND CORRIDOR DAMPERS SHALL BE PROVIDED AT THE LOCATIONS PRESCRIBED IN SECTIONS -111.5.1 THROUGH 11-1.5.71AND I1l6. WHERE AN ASSEMBLY IS REQUIRED TO HAVE BOTH FIRE DAMPERS AND SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS OR A FIRE DAMPER AND A SMOKE DAMPER SHALL BE PROVIDED. 11-1.5.1 FIRE WALLS. DUCTS AND AIR TRANSFER OPENINGS PERMITTED IN FIRE WALLS IN ACCORDANCE WITH SECTION 106.11 SHALL BE PROTECTED WITH LISTED FIRE DAMPERS INSTALLED IN ACCORDANCE WITH THEIR LISTING. 11-1.5.2 FIRE BARRIERS DUCTS AND AIR TRANSFER OPENINGS OF FIRE BARRIERS SHALL BE PROTECTED WITH LISTED FIRE DAMPERS INSTALLED IN ACCORDANCE WITH THEIR LISTING. DUCTS AND AIR TRANSFER OPENINGS SHALL NOT PENETRATE ENCLOSURES FOR INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS, EXCEPT AS PERMITTED BY SECTIONS 1023 5 AND 1024 ro N z O p uJ C..) o z UCn Q .o N Q `n �� uu 00 �� o d) lu 0) 000 CM 04 o C4 Cq DRAWN: M CHECK: CID JOB NO: 19018 RESPECTIVELY. SHAFT ENCLOSURES. SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH LISTED FIRE AND SMOKE DAMPERS INSTALLED IN ACCORDANCE WITH THEIR LISTING. 11-1.5.4 FIRE PARTITIONS, DUCTS AND AIR TRANSFER OPENINGS THAT PENETRATE FIRE PARTITIONS SHALL BE PROTECTED WITH LISTED FIRE DAMPERS INSTALLED IN ACCORDANCE WITH THEIR LISTING. 11-1.5.4.1 CORRIDORS. DUCT AND AIR TRANSFER OPENINGS THAT PENETRATE CORRIDORS SHALL BE PROTECTED WITH DAMPERS AS FOLLOWS:1. A CORRIDOR DAMPER SHALL BE PROVIDED WHERE CORRIDOR CEILINGS, CONSTRUCTED AS REQUIRED FOR THE CORRIDOR WALLS AS PERMITTED IN SECTION 108.4, EXCEPTION 3, ARE PENETRATED. 2. A CEILING RADIATION DAMPER SHALL BE PROVIDED WHERE THE CEILING MEMBRANE OF A FIRE -RESISTANCE -RATED FLOOR -CEILING OR ROOF -CEILING ASSEMBLY, CONSTRUCTED AS PERMITTED IN SECTION -108.4, EXCEPTION 2, IS PENETRATED. 3. A LISTED SMOKE DAMPER DESIGNED TO RESIST THE PASSAGE OF SMOKE SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS IN ACCORDANCE WITH SECTION 116.2.2.1. SMOKE BARRIERS. A LISTED SMOKE DAMPER DESIGNED TO RESIST THE PASSAGE OF SMOKE SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A SMOKE BARRIER. SMOKE DAMPERS AND SMOKE DAMPER ACTUATION METHODS SHALL COMPLY WITH SECTION -11-1.3.3.2. -11-l.6 HORIZONTAL ASSEMBLIES. PENETRATIONS BY DUCTS AND AIR TRANSFER OPENINGS OF A FLOOR, FLOOR/CEILING ASSEMBLY OR ly THE CE IL ING MEMBRANE OF A ROOF/CE IL ING ASSEMBLY SHALL 1� BE PROTECTED BY A SHAFT ENCLOSURE THAT COMPLIES WITH fla SECTION -113 OR SHALL COMPLY WITH SECTIONS -11-1.6.1 THROUGH l 1l6.3. O 111ro.1 THROUGH PENETRATIONS. IN OCCUPANCIES OTHER THAN GROUPS 1-2 AND I -3, A DUCT CONSTRUCTED OF APPROVED CV MATERIALS INACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE THAT PENETRATES A FIRE -RESISTANCE -RATED FLOOR/CEILING ASSEMBLY 67 THAT CONNECTS NOT MORE THAN TWO STORIES IS PERMITTED WITHOUT SHAFT ENCLOSURE PROTECTION, PROVIDED THAT A LISTED FIRE DAMPER IS INSTALLED AT THE FLOOR LINE OR THE DUCT IS PROTECTED IN ACCORDANCE WITH SECTION -114.5. FOR O AIR TRANSFER OPENINGS, SEE SECTION -112.1.9. C� -11-1.6.2 MEMBRANE PENETRATIONS. DUCTS AND AIR TRANSFER l tt z JU OPENINGS CONSTRUCTED OF APPROVED MATERIALS INACCORDANCE WITH THE 0 w INTERNATIONAL MECHANICAL CODE THAT PENETRATE THE CEILING MEMBRANE L OF A FIRE -RESISTANCE -RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY O SHALL BE PROTECTED WITH ONE OF THE FOLLOWING- 1, 1. A SHAFT ENCLOSURE IN ACCORDANCE WITH SECTION -113, D OP Lu U 2. A LISTED CEILING RAD IAT ION DAMPER INSTALLED AT THE CEILING LINE WHERE A DUCT PENETRATES THE CEILING OF A FIRE -RESISTANCE -RATED FLOOR/CE IL ING OR ROOF/CE [LING ASSEMBLY. P I R S C H E R 3. A LISTED CEILING RAD IAT ION DAMPER INSTALLED AT THE CEILING LINE WHERE A DIFFUSER WITH NO DUCT ATTACHED PENETRATES THE CEILING OF 1 BARCHITECTS1 A FIRE -RESISTANCE -RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY. -11-l.6.2.1 CEILING RADIATION DAMPERS TESTING AND INSTALLATION CDA + Pirscher Architects CEILING RADIATION DAMPERS SHALL BE TESTED IN ACCORDANCE WITH 23114 100 AVE W SECTION -11-1.3.1. CEILING RADIATION DAMPERS SHALL BE INSTALLED 1N EDMONDS, WASHINGTON, 98020 ACCORDANCE WITH THE DETAILS LISTED IN THE FIRE -RESISTANCE -RATED (206)368-9668 ASSEMBLY AND THE MANUFACTURER'S INSTRUCTIONS AND THE LISTING. NONFIRE-RESISTANCE-RATED FLOOR ASSEMBLIES. DUCT RES SYSTEMS CONSTRUCTED OF APPROVED MATERIALS IN FOR COMPLIANCE WITH THE APPLICABLE ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE THAT Oct 02 2 2 CONSTRUCTION CODES IDENTIFIED BELOW. PENETRATE NONFIRE-RESISTANCE-RATED FLOOR ASSEMBLIES DEVITYOENME DS s ®BUILDING ®STRUCTURAL SHALL BE PROTECTED BY ANY OF THE FOLLOWING METHODS: DEPARTMEN ❑ MECHANICAL ❑ PLUMBING 1, A SHAFT ENCLOSURE IN ACCORDANCE WITH SECTION -113. ❑ ELECTRICAL ®ENERGY 2. THE DUCT CONNECTS NOT MORE THAN TWO STORIES, AND THE ANNULAR ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF SPACE AROUND THE PENETRATING DUCT 1S PROTECTED WITH AN DOES NOT AUTHORIZE CONSTRUCTION ITOS APPROVED NONCOMBUSTIBLE MATERIAL THAT RESISTS THE FREE PASSAGE PROSTATE,CEED OR OREGULAN OF IONS.FEDERAL, STATE, OR LOCAL REGULATIONS. OF FLAME AND THE PRODUCTS OF COMBUSTION, 3. IN FLOOR ASSEMBLIES COMPOSED OF NONCOMBUSTIBLE MATERIALS, A BY wEssuLraNrs, INC. brV �- USS )ATE 11/15/2023 SHAFT SHALL NOT BE REQUIRED WHERE THE DUCT CONNECTS NOT MORE THAN THREE STORIES, THE ANNULAR SPACE AROUND THE PENETRATING DUCT 15 PROTECTED WITH AN APPROVED NONCOMBUSTIBLE MATERIAL SHEET: THAT RESISTS THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION AND A FIRE DAMPER IS INSTALLED AT EACH FLOOR LINE. o.2 OF: SHEETS MECH / ELECT 9 4BLE ELOW. I RAL G LJ ELECTRICAL J& EINtKUY ®ACCESSIBILITY [:]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _�j��• `�' )ATE: 11/15/2023 WE5► GUAbl cvut GUNSULTANTS, INC. N N N z O � U o CD z UN 0 N Q U U 00 �� Lu Lu Lu o�X�� '�tcrM� i DRAIUN: M CHECK: CP JOB NO: 19018 vl O LLI Z z ul \g) D 6p Lu o U P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 0,3 OF: SHEETS A D A UNIT TYPE "A" UNITS REQUIRED = 20 x 596 = 1 UNIT TYPE "A" UNIT TYPE hall UNIT UNIT 201 X UNIT 202 X UNIT 203 X UNIT 204 X UNIT 205 X UNIT 206 X UNIT 201 X UNIT 208 X UNIT 20S X UNIT 210 X UNIT 211 X UNIT 212 X UNIT 213 X UNIT 214 X UNIT 215 X UNIT 216 X UNIT 211 X UNIT 216 X UNIT 21S X UNIT 220 X RESIDENTIAL 1-NR STAIR n (PER IBC 113.4) TICE WITH -TIE APPLICABLE I CODES IDEINTIFIED BELOW. ;AL ❑ PLUMBING AL ® ENERGY [A] ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ a�T � )ATE: 11/15/2023 WEsI cus►si uuut uuNSULTANTS, INC. N N N Z O � U o c� z UN 0 N Q U U 00 �� OL L u 0 w C14 N o Cr '�tcrM� DRAIUN: M CHECK: CP JOB NO: 19018 0 �9 ww^^ vl O LLI Z z ul \g) D 6p LU o U P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: i OF: SHEETS N N Z O � � c o z UN 0 N ¢ � cn iJl t_ V V � N N o (L 0- 0 0 0 ltil N 0 C*4 N Q N N N �t cr C4 DRAWN: M CHECK: CP JOB NO: 19018 V Z z nU O 0 Cn �-D 0 I D (P LU o U PIRSCHER ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 0,5 OF: SHEETS 0 I cV 25' MAX ALLOWABLE HEIGHT ELEV. 358.50' I 04 _2ND FLOOR ELEV. 350.00' AVERAGE GRADE ELEV. 340.2' FIRST FLOOR ELEV. 338.00' 0 0 0 0 0 0 0 0 0 CiARACiE VENTILATION S7UDl' GALGS OPENINCzS REQUIRED: PERII"IETER WALL AREA OF CsARACsE 31,33' C3I 201' 140,01 10.33' (WALL �4E IC-PNT) = 5F 20 o OF SF = 933.13 SF OF OPENINCsS REQUIRED PER IBC 406.5.2 OPENINCzS PROVIDED: NOIRTH (E5) I' x 19' _ & &5 SF (1 ) -l' x 12.E�' = 81E� SF EA&T-- (1) E�' x 30 SF (1) 2 0' x 9' = 1 SO SF TOTAL OPENINGS PROVIDED: 9(,2.E, SF (O<A`40 ELEV. 35f R I 00 FL _2ND ELEV. 35( 2 0 I CV FIRST FL ELEV. 338 25' MAX ALLOWABLE HEIGHT NOF�TH ELEVATION 01=EN SCALE: 1/0II _ 1 I _011 0() 0 0 0 0 0 EAST ELEVATION -OPEN G;AfRAG;E STUD�' SGALE: v8" = i'_0" zg=h FlfR5T FLOOR PLAN -OPEN GARAGE 5TUC)`' P 5CALE; 1/011 = 11-011 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _a,Tu. j-)ATE:11/15/2023 WES► cUAsl cvut GUNSULTANTS, INC. N e z O p UJ U o0 c.D z UN O N ¢ ;2 ;2 U U U U z wwww Mill 61�0C4 Lu o cr � 0 cr N , N N N F DRAU N: M CHECK: CP J05 NO: 19018 Q N Z O 'off > o �(Y (P o Lu LL- P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: o"(0 OF: SHEETS PERMp\N O O O 2 TOP 332.00 INV 322.22.2 CTR CHANNEL O NV 328.83 N EX. M.H. TOP 330.83 610 INV 323.30 DESIGN /5 / 00�000 ---Q LYMPIC VIEW AND SEWER DISTRICT SEWER EASEMENT EASEMENT PER PLAT PLUMBING ELECTRICAL FIRE PLAN — _ _ 50' P.U.D. NO. 1 OF / SNOHOMISH COUNTY TRANSMISSION L EASEMENTPERA.F. 0� 46 NO. 2027210 i3 i 50' PRIVATE /✓� T DRAINAGE EASEMENT LfIFZE TFIJGIG FOR LOTS 1 THROUGH 8 PER PLAT —3 4—� \ —34 — - \ 0e\� EX. UTILITY EASEMENT PER F. '1401j' /�/,/// N0. 200201310 73 0// J/ ---- --00000-i 40— J/ — EX. IRON PIPES J 0 2' WEST — —340— 3 ' EX. IRON PIN 1 / / / � - �4I UNDER ROCK — - — — — — — — - S 29`33' W-0.09' ------------------- oe 15' UTILIT EASE I g I \ I \ \ 15' X 87' UTILITY — — — EASEMENT PER A.F. \ NO. 200202250726 \ I / / —332— \ BM#2 / I / I i i NCE Bu�LD�N� HEIG;HT cALcuL,4rIoNs NOTE: 546ED ON EXISTING GRADES 0 331,15' D = 351.0' AVG GRADE = 1/3&0.lE / 4=340.2' 340.2' MAX HEIGHT ALLOWED = 340.2' + 25' = 365.2' / / SEE 5NEE75 A-5.1 AND A-5.2 FOR BUILDING NEICxN7 BASED ON� CALCULATED AVCx CxRADE, SE E SHE E T A 1.1 AND SUl;RuE **r 1=0lR DATUM 1='O INTS AND 5ENCH 'I I I / � I VERHEAD �AFFIC SIGN ND POLE / PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ®STRUCTURAL ❑ MECHANICAL ❑ ELECTRICAL ®ENERGY ® ACCESSIBILITY PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, /OR LOCAL REGULATIONS. BY:_�o..:Tw��-•�' )ATE: 11 /15/2023 WES► cUasl cwt cvnSULTANTS, INC. N 0 o V V V V z wwww cLu 'crmcmv 61�0� 0 cr C4 � cr N , � N N <r cr m 6' DRAM M CHECK: CP Joe No: 19018 P I R S C H E R �U z u� Q �0 �£U CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: O OF: SHEETS A R C H I T E C T S I 2018 WSEC Compliance Forts for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all RI Administered by: 02023 NEEA, All rights reserved Project &Applicant Information Project Title Westgate Station - 2018 WSEC For Building Department Use: Date: Feb 25, 2023 Project Address 9601 Edmonds Way Edmonds, WA 98020 Applicant Name Laura -Jean Humiston Applicant Phone 206-262-8360 Applicant Email lumiston@glumac.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.rom General Occupancy Mixed Occupant - Commercial + Group R building 3 stories or less General Building Use Type(s) Retail, General Sales Building Cond. Floor Area 6,203 Project Scope New Building Space Conditioning Categories Fully Conditioned Project Cond. Floor Area 6,203 Floors Above Grade 1 Compliance Method Compliance Method 1 - General Envelope Project Description This will be a mixed use project with commercial only on the first floor (as well as a parking garage). The residences will be above. The expectation is code minimum envelope. Envelope Compliance Scope Scope Space Conditioning Category Compliance Method wWR/SRR per Category UA Calculation Adjustment Fenestration Alternates Compliance Verification and Method New Building Fully Conditioned Component performance 19.15% / 0`/` None selected No alternates selected COMPLIES Air Barrier Testing Air barrier testing included in project scope Air Barrier Comments Project Titl Westgate Station - 2018 WSEC Date Feb 25, 2023 Scope & Space Conditioning NEW BUILDING - FULLY CONDITIONED Compliance Verification COMPLIES Window -to -wall Ratio 19.15% 1 Skylight -to -roof -ratio 0% Vertical Fenestration Alternate No alternates selected Opaque Envelope Assemblies Insulation R-Values Roof/Ceiling Location In Documents Assembly ID Assembly Location Cavity Continuous (%penetration) 2nd Layer (NIB Root) U-Factor Net Area (SF) Attic and other A-6.1 Courtyard Exterior R-49 (< 0.04%) U-0.020 1,674 U-Factor Source: U-Factor Source Description: Roof Framin Type (Standard, Advanced): Standard RoofFraming Material: Other material Ceiling/Attic Venting: Is this assembly exterior or interior?: Exterior Attic and other A-6.1 Patios Exterior R-49 R-49 (< 0.040%) U-0.020 293 U-Factor Source: U-Factor Source Description: Roof Framing Type (Standard, Advanced): Standard Roof Framing Material: Other material Ceiling/Attic Venting: Is this assembly exterior or interior?: Exterior walls Location in Documents AssemblyID Assembly Location y cavity ty Continuous (% penetration) Insulated Wall Furring U-Factor Net Area (SF) Wood -framed and other - Commercial A- 7.3 1 Wall R/H Exterior R 21 R-0 (< 0.04%) U-0.057 1,473 Which insulation code target does wall comply with?: Wall Assembly U-factor U-Factor Source: U-Factor Source Description: 1 Framing Depth: Framing Spacing: Is this assembly exterior or interior?: Exterior Mass recast concrete - Commercial A-7.3 Wall E Yes I I R-21 < 0.04% No U-0.100 1.41 3 Project Title Westgate Station - 2018 WSEC U x A Calculation NEW BUILDING - FULLY CONDITIONED COMPLIES Opaque Envelope Assemblies PROPOSED TARGET Roof/Ceiling Roof/Ceiling Roof/Ceiling Assembly ID Assembly U- Net Area (SF) U x A Assembly U- Net Area (SF) U x A Factor Factor Attic and other Courtyard 0.020 1,674.0 33.5 0.021 1, (; j .0 35.2 Attic and other Patios 0.020 293.0 5.9 0.021 293.0 (1) Wall wan Walls Assembly ID Assembly U- Net Area (SF) U x A Assembly U- Net Area (SF) U x A factor factor Wood -framed and other - Commercial Wall R/H 0.057 1,473.0 84.0 0.054 1,473.1 (1) Mass (precast concrete) - Commercial Wall E 0.100 1,413.0 141.3 0.104 11413.0 147.0 Mass (precast concrete) - Commercial Wall G/F 0.109 971.0 105.8 0.104 971.0 (1) Mass (precast concrete) - Commercial Wall E/P 0.096 364.0 34.9 0.104 364.0 37.9 Mass (precast concrete) - Commercial Wall T 0.087 140.0 12.2 0.104 140.0 14.6 Slab on Grade Floors PROPOSED TARGET Slab -on -grade Floors Assembly ID F-Factor Perimeter Length U x A F-Factor Perimeter Length U x A (LF) (LF) Unheated slab Slab 1 0.54 259.0 139.9 0.54 259.0 139.9 Fenestration and Opaque Door Assemb ' PROPOSED TARGET Opaque Doors Door ug(Ojening UxA 63.0 (1) 23.3 Fenestration Rough Opening Fenestration Rough Opening Vertical Fenestration Assembly ID Assembly U- (SF) U x A Assembly U- (SF) U x A Factor Factor Fixed - Class AW or site built WOl 0.38 54.6 20.7 0.38 54.6 20.7 Fixed - Class AW or site built W03 0.38 70.0 26.6 0.38 70. 26.6 Fixed - Class AW or site built W04 0.38 28.0 10.6 0.38 28. 10.6 Fixed - Class AW or site built W06 0.38 168.0 63.8 0.38 168.0 (1) 63.8 Fixed - Class AW or site built WOS 0.38 236.4 89.8 0.38 236.4 (1) 89.8 Fixed - Class AW or site built W07 0.38 77.1 29.3 0.38 77.1 29.3 Fixed - Class AW or site built W08 0.38 77.0 29.3 0.38 71) 29.3 Assembly ID Assembly U- Rough Opening UxA A Assmobly U- Does assembly include wall furring?: No Framing Spacing: U-Factor Source: U-Factor Source Description: Mass (precast concrete) - Commercial A-7.3 Wall G/F Yes R-21 (< 0.04%) No U-0.109 971 Does assembly include wall furring?: No Framing Spacing: U-Factor Source: U-Factor Source Description: (precast concrete) - Commercial A- 7.3 Wall E/P Yes R-21 (< 0.04%) No U-0.096 364 Does assembly include wall furring?: No Framing Spacing: U-Factor Source: U-Factor Source Description: Mass recast concrete) - Commercial A-7.3 Wall T Wall is below grade R-10 (< 0.04%) No U-0.087 140 Does assembly include wall furring?: No Framing Spacing: U-Factor Source: Computed U-Factor Source Description: Slab -on -grade Floors Location In Documents Assembly ID Assembly Location Slab Edge Under Slab F-Factor Perimeter Length (SF) Unheated slab A-6.1 I Slab 1 At grade level R-10 F-0.54 259 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 Opaque Doors Location In Documents Assembly ID Assembly Location Door Insulation U-Factor Rough Opening (SF) Swinging T 3D I Door 1 Exterior U-0.37 63 What percentage of this opaque door is glazing?: 500/o or less U-Factor Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Is this a public entrance door?: Vertical Fenestration Location in Documents Assembly ID Assembly Location Orientation Shading (PF) Fenestration SHGC Fenestration U-Factor Rough Opening (SF) Fixed - Class AW or site built A-7.2 W01 Exterior South/East/West Facing PF < 0.2 SHGC-0.38 U-0.38 55 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Fixed - Class AW or site built A-7.2 T W03 Exterior South/East/West Facing PF < 0.2 SHGC-0.38 U-0.38 70 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Fixed - Class AW or site built A-7.2 W04 Exterior South/East/West Facing PF < 0.2 SHGC-0.38 U-0.38 3 S U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Fixed - Class AW or site built A-7.2 W06 Exterior South/East/West Facing PF < 0.2 SHGC-0.38 U-0.38 168 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Fixed - Class AW or site built A-7.2 W05 Exterior South/East/West Facing PF < 0.2 SHGC-0.38 U-0.38 216 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Fixed - Class AW or site built A-7.2 W07 Exterior South/East/West Facing PF < 0.2 SHOC-0.38 U-0.38 77 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Fixed - Class AW or site built A-7.2 W08 Exterior South/East/West Facing PF < 0.2 SHGC-0.38 U-0.38 77 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Fixed - Class AW or site built A-7.2 W09 Exterior South/East(West Facing PF < 0.2 SHGC-0.38 U-0.38 74 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Glazed Doors Location In Documents Assembly ID Assembly Location Orientation Shading (PF) Fenestration SHGC Fenestration U-Factor Rough Opening (SF) Swinging entrance door A-7.2 I WOl I Exterior South/East/West Facing I PF < 0.2 1 SHOC-0.38 U-0.6 45 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Is this a public entrance door?: Yes Door enclosed within a vestibule?: Yes Swinging entrance door A-7.2 WOS Exterior South/East/West Facing PF < 0.2 SHOC-0.38 U-0.6 138 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Is this a public entrance door?: Yes Door enclosed within a vestibule?: No vestibule Swinging entrance door A-7.2 W09 Exterior South/East(West Facing PF < 0.2 SHGC-0.38 U-0.6 46 U-Factor & SHGC Source: U-Factor Source Description: Is this assembly exterior or interior?: Exterior Is this a public entrance door?: Yes Door enclosed within a vestibule?: No vestibule Fixed - Class AW or site built W09 0.38 74.0 28.1 0.38 74.0 28.1 Glazed Doors Assembly ID Door Assembly U- Rough Opening U x A Assembly U- oor Rough Opening U x A Factor (SF) Factor (SF) 5. 27.2 Swinging entrance door WOl 0.6 45.4 27.2 0.60 Swinging entrance door W05 0.6 138.0 82.8 0.60 138.0 82.8 Swinging entrance door W09 0.6 46.0 27.6 0.60 4l) 27.6 Proposed Area Proposed UxA Target Area Target UxA Project Totals 7,665 1,017 7,665 1,020 Westgate Station - 2018 WSEC SHGC x A Calculation NEW BUILDING - FULLY CONDITIONED 19 Fenestration and Opaque Door Assemblies PROPOSED TARGET Glazed Doors - South/East/West Facing Assembly ID PF Glazed Door Rough Opening SHGC x A Glazed Door Rough Opening SHGC x A SHGC (SF) SHGC (SF) Swinging entrance door w0i PF < 0.2 0.38 45.4 17.3 0.38 5. 17.3 Swinging entrance door W05 PF < 0.2 0.38 138.0 52.4 0.38 138. 52.4 Swinging entrance door W09 PF < 0.2 0.38 46.0 17.5 0.38 6. 17.5 Vertical Fenestration - South/East/West Facing Assembly ID PF Fenestration Rough Opening SHGC x A Fenestration Rough Opening SHGC x A SHGC (SF) SHGC (SF) Fixed - Class AW or site built WOl PF < 0.2 0.38 54.6 20.7 0.38 54.6 20.7 Fixed - Class AW or site built W03 PF < 0.2 0.38 70.0 26.6 0.38 0.38 70.0 26.6 Fixed - Class AW or site built W04 PF < 0.2 0.38 28.0 10.6 28'. 10.6 Fixed - Class AW or site built W06 PF < 0.2 0.38 168.0 63.8 0.38 168. 63.8 Fixed - Class AW or site built W05 PF < 0.2 0.38 236.4 89.8 0.38 2(1.4 89.8 Fixed - Class AW or site built W07 PF < 0.2 0.38 77.1 29.3 0.38 7. 29.3 Fixed - Class AW or site built W08 PF < 0.2 0.38 77.0 29.3 0.38 77.0 29.3 Fixed - Class AW or site built W09 PF < 0.2 0.38 74.0 28.1 0.38 74;0 28.1 Proposed Area I Proposed SHGC x A I Target Area I Target SHGC x A Proiect Totals 1.015 386 1.015 386 ENERGY CODE COMPLIANCE - R406 1. THE PROJECT WILL NEED TO COMPLY WITH WSEC R406 FOR THE RESIDENTIAL PORTIONS OF THE PROJECT. THE FOLLOWING OPTIONS WILL BE PURSUED: a, la. EFFICIENT BUILDING ENVELOPE b. 2a. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION c. 5a. LOW FLOW WATER FIXTURE ENERGY CODE COMPLIANCE - C406 1. THE COMMERCIAL SPACES OF THE PROJECT WILL NEED TO COMPLY WiTH WSEC C406, A MINIMUM OF TWO (2) OPTIONS MUST 5E SELECTED. THE FOLLOWING OPTIONS WILL 5E INVESTIGATED: a, REDUCED LIGHTING POWER PER C406.3 b. PROVISION OF A DEDICATED OUTDOOR AIR SYSTEM (DOAS) PER C406.6 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ o.Tw• )ATE: 11 /15/2023 WE5► GUASI GUOt GUNSULTANTS, INC. � tt� V V V V z W W W W W W cp 0 Q- Q-- CA 04 C m N 1J1 M Ll crv�NN N ltl DRAWN- M CHECK: GP Jos NO: Ig016 P I R S C H E R A R C H I T E C T S I GDA + Plrscher Architects 23114 100 AVE A EDMONDS, AASHINGTON, 48020 (206)368-4I668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 0 V=0001 01=: SHEETS 228 2023 U J U Seattle • Portland • Corvallis • Sacramento • San Francisco] '1601 Fifth Ave., Suite 2210 T. 206.262.1010 F.206.262.9865 Silicon Valley • Las Vegas • Los Angeles • Irvine • Shangha; Seattle, WA 98101 •..n . Developed by: Laura -Jean Humiston, Energy Analyst, 206-262-8360, Ihumiston@glumac.com Roof Above Commercial Unit &Patios [1 / A-6.1] Layers (outside ->in) R-Value Reference Exterior air film 0.17 WSEC 2015 Table A101.5 Concrete floor slab 0.88 WSEC 2018 Table A301.5 R-49 Insulation 49.00 - Interloralrfllm 0.68 WSEC 2018 Table A101.5 Total R-Value 60.73 WSEC Baseline Assembly U-Factor 0.020 0.027 Exterior Steel -Framed Wall w/Concrete [E /A-7.3] Layers [outside ->in) R-Value Reference Exterior air film 0.17 WSEC 2018 Table A101.6 Concrete (Assumed 8") 0.60 WSEC 2018 Table A301.6 Air Space 0.79 WSEC 2016 Table A101.5 6"Steel studs with R-21 batt insulation 7.36 WSEC Table C402.1A.1 S/8" GWB on toMlnuous vapor barrier 0.66 WSEC 2016 Table A301.5 Interiorairfilm 0.68 WSEC2018TableA301.6 Total R-Value 10.06 WSEC Basdlne Assembly U-Factor 0.100 0.104 Elevator Pit Wall [T/ A-7.3] Layers (outside ->in) R-Value Reference Exterior air film 0.17 WSEC 201E Table A101.5 Concrete wall 0.63 WSEC 2018 Table A301.6 2" R-30 rigid insulation 10.00 Interiorairfilm 0.65 WSEC2018TableA101.5 Total R-Value 11.48 WSEC Baseline Assembly U-Factor 0.087 0.104 Exterior Steel -Framed Wall w/Concrete [E/P / A-7.3] Layers (outside ->in) R-Value Reference Exterior air film 0.17 WSEC 2018 Table A101.5 Brick veneer 0.32 WSEC2018TableA301.5 Continuous air water border 0.00 - Concrete (Assumed 8") 0.50 WSEC 2018 Table A301.5 Air Space 0.79 WSEC 2018 Table A101.5 6"Steel studs with R-21 bolt Insulation 7.35 WSEC Table C402.1.4.1 6/8"GWB on continuousvaporbarrier 0.66 WSEC2018TableA101.5 Interiorairfilm 0.68 WSEC2018TableA101.5 Total R-Value 10.37 WSEC Baseline Assembly U-Factor 0.096 0.104 Slab -on -grade floor [3 / A-6.1] Layers (outside -An) R-Value Reference 24" R-10 insulation 1.85 SEC 2018 Table A106.1 Total R-Value 1.85 WSEC Baseline Assembly F-Factor 0.540 0.540 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Multifamily (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 Westgate Station Laura -Jean Humiston 9601 Edmonds Way, Edmonds, WA 98020 LHumiston@Glumac.com 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. Authorized Representative Date 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 &h 21 int 0.056 Floor 30 0.029 Below Grade Wall `,h 10/15/21 int + TB 0.042 Slab d,fR-Value & Depth 10, 2 ft n/a a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less 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. c "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 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. e For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the exterior wall. f R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter 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 climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. g h For Building Officials Only Prescriptive Path - Multifamily 2018 Washington State Energy Code-R Exterior Concrete Wall [G/F / A-7.3] Layers (outside ->in) R-Value Reference Exterior air film 0.17 WSEC 2015 Table A101.6 Concrete 6" 0.38 WSEC 2018 Table A101.5 6"Steel studs with R-21 batt insulation 7.35 WSEC Table C402.1A.1 S/8" GWB on continuous vapor barrier 0.56 WSEC 2018 Table A101.5 Interiorairfilm 0.68 WSEC2016TableA101.5 Total R-Value WSEC Baseline Assembly U-Factor 0.109 0.104 Exterior Wood -Framed Wall [R/H / A-7.3] Layers (outside -An) R-Value Reference Exterior air film 0.17 WSEC 2018 Table A101.6 Brick veneer o.3z WSEC2018TableA301.6 Continuous air water barrier o.000 Sheathing (assumed plywood) 0.78 WSEC 2018 Table A301.6 2x6 wood studs � 16"o.c w/ R-21 batt insulation 14.98 ASHRAE Parallel Path Method 6/8" GWB on continuous vapor barrier 0.65 WSEC 2018 Table A301.6 Interiorairfilm 0.66 WSEC2018TableA101.6 Total R-Value 17.61 WSEC Baseline Assembly U-Factor 0.057 0.055 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. Summaryable R406.2 and 406.3 Heating Options Fuel Normalization Descriptions 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 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 Efficient Building Envelope Credits - select energy option category ONE from each 1.1 0.5 ❑ 1.2 1.0 ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 1.4 1.0 1.5 1.5 Efficient Building Envelope 1.6 Efficient Building Envelope 2.0 1.7 Efficient Building Envelope 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 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 3.0 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 heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 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 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _' o.4 �• - )ATE: 11 /15/2023 WE5► GUAsf GUut GUNSULTANTS, INC. V V V Z 111 111 W W W jJj cp 0 (L BN�C4c' m ry 0 w �n N�N� ti C � DRAWN- M CHECK: OF JOB NO- Ig016 V/ v Z LU O � T� (P �Z- U 1--L l LU Z z P I R S C H E R ARCHITECTS GDA + Plrscher Architects 23114 100 A\/E YV EDMONDS, YVASHINGTON, 1]8020 (206)368-�I668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 0 OF: SHEETS ZONING E'.*)ATA SITE ADDRESS: 9ro01 EDMONDS WAY EDMONDS, WA B8020 PARCEL NUMBER: 0093�900001000 SITE AREA: 41,923 SF OR 1.1 ACRES ZONING DISTRICT: 5C-EW (COMMUNITY BUSINESS, 5C-EDMONDS WAY) PRESENT USE: VACANT PROPOSED USE: MIXED USE : 20 UNITS RESIDENTIAL, COMMERCIAL LEGAL DESCRIPTION: LOT 10 OF K. EL ISE, ACCORDING TO THE PLAT THEREOF RECORDED JUNE 19, 2002 UNDER RECORDING NO. 20020ro195002, IN SNOHOMISH COUNTY, WASH INGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. SET5ACKS: STREET: 10' (15' WITH HEIGHT INCREASE) SIDE: 0' (15' IF ADJACENT TO RESIDENTIAL) REAR: 0' (15' IF ADJACENT TO RESIDENTIAL) MAX HEIGHT ALLOWED = 25' (40' WITH CONDITIONS PER ECDC 1ro.50D20) BUILDING AREA: 1ST FLOOR: 1ro,419 GSF 2ND FLOOR: 15,412 GSF 31,891 GSF UNIT MIX: (9) STUDIO (11) ONE -BED (0) TWO -BED PARKING REQUIREMENTS: PARKING REQUIRED: 1 STALL PER 400 SF OF COMMERCIAL = 5711 / 400 = 12.9 STALLS 1.2 STALLS PER STUDIO= 9 x 1.2 = 10Z STALLS IB STALLS PER 1-5ED= 11 x IB = III STALLS TOTAL = 40 STALLS REQ'D PARKING PROVIDED: 13 STALLS ON SITE 32 REGULAR IN 1ST FLOOR GARAGE TOTAL = 45 STALLS PROVIDED A TfRE E T�fE TREE *' TYPE SIZE (011) REMAIN (Y/N) 1 ALDER I11411 Y 2 FIR Y 3 ALDER 311 Y 4 ALDER " Y 5 LOCUST N ro FIR 1311Y -1 MADRONA 2011 Y 8 FIR 22' Y 9 FIR 2011 Y 10 PINE e 11Y 11 PINE 8" Y 12 FIR 8" Y 13 HEMLOCK 9" Y 14 HEMLOCK 9" Y 15 CEDAR 1 Y Iro DOGWOOD 1211 Y 11 HEMLOCK I" Y 18 HEMLOCK 2" Y 19 DECIDUOUS 8" Y 0 ry Y D' Q n T Q 0 0 0 VICINITY MAP SCALE: 1" = 2000' (APPROX.) e SITE PLAIN KEY NOTES. - SHORING WALL, SEE STRUCTURAL PLANS FOR ADDITIONAL INFO O 42" HIGH GUARDRAIL, TYP ALONG SOUTHSIDE COLONNADE O NEW 4' WIDE LANDSCAPING PER CITY STANDARDS ONEW 5' WIDE SIDEWALK PER CITY STANDARDS EXISTING TREES ALONG EAST O PROPERTY LINE TO REMAIN, TYP © RAINGARDEN, SEE CIVIL PLANS FOR ADDT'L INFO O EXISTING GUYWIRE TO 5E RAISED TO A MINIMUM 13'-roll HIGH CLEARANCE FOR FIRE ACCESS. TO 5E COORDINATED WITH SNOHOMISH COUNTY PUD. SEE CIVIL PLANS FOR ADDITIONAL INFO ®EXISTING OVERHEAD POWERLINES WITH MINIMUM 20' HORIZONTAL CLEARANCE MAINTAINED FOR ALL PROPOSED STRUCTURES. Og EXISTING 12' MUTUAL ACCESS EASEMENT PER SNOCO RECORDING v20020ro195002 10 INFILTRATION TRENCH PER CIVIL 11 LANDSCAPING TYPICAL, SEE LANDSCAPE PLANS 12 DATUM POINT PER SURVEY. A 0. 0091790f)000$00 / /CITY/ BAN /K / i G G G EX. C.H.M.H. V O G 332.00 5 • !� `✓ 322.2 CTR CHANNEL i 2 00937900000700 N 0 . / CITY BANK / / ;�';,:. N 00937900000500 �/ // / �'� • : ; ; , : !` :: PHILIP Y. JANG ( ,�/ ,.,'y.TOP 33.83 ',;,•...�y;:;';':;'•,':�;'_':�:',''�: •': •':�:�; �;• INV 33030 DESIGN 00937900000600 CITY BANKMIN ME ✓::':I:•'• '•'•'•'•':';' :':' ,:: ,'z�':. .... • •/.� � /�'•�'•;,�,'�.•�, ,,�' ' CITY , Joe�4 �.. 00'0 � /21 �:. :......em s:.. ....... '' — �..:._.:.. `dos ,-.� �: f.;�....,....•.• �... .Y r.•.•.•.•. � ,. — � / (?FIRE TRUGIG / i / / / / / / �� 1, P�.o� .�:.•.•.•�.•.•.•.•:•�.-.-' /. .•. -� 7 346 00,0000 1 ON PIN ROCK 13' W'.0.09' 9 00937900000900 ROBERTS PROPERTIES LLC 15' X 87' UTILITY — — — \ EASEMENT PER A.F. \ NO. 200202250726 \ 332— //N�517E f=LAI'IIIIIIIIIIII SCALE: I•• = 20'_0" / F1R5T FL SEE CIVILS FOR UTILITY AND FRONTAGE IMPROVEMENTS. SCALE. I' = 20' 0 10' 20' 40' 60' 50' PRIVATE / DRAINAGE EASEMENT FOR LOTS 1 THROUGH / F� 8 PER PLAT / EX. UTILITY j EASEMENT PER .F. NO. 200201310173 / ------------------------ / . 2 BASIS OF BEARINGS / N 68.52'49" E 1105.36' PER PLAT — MONUMENT TO MONUMENT / PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ o.Tw• )ATE: 11 /15/2023 INES► CUAsl CUut CUNSULTANTS, INC. N 0 z O p LLI U o0 c.D z UN C) O N ¢ F— t� t� V V z wwww p 611�00 ua o cr � 0 cr N , N N N C4 A DRAM M CHECK: CID J05 NO: 19018 CV Cp C 0 z c PIRSCHER ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 7A mm= I 0 OF: SHEETS ZONING; DATA SITE ADDRESS: 9601 EDMONDS WAY EDMONDS, WA 9802O PARCEL NUMBER: OOS31900001000 SITE AREA: 41,1323 SF OR 1.1 ACRES ZONING DISTRICT: BC-EW (COMMUNITY BUSINESS, BC-EDMONDS WAY) PRESENT USE: VACANT PROPOSED USE: MIXED USE : 20 UNITS RESIDENTIAL, COMMERCIAL LEGAL DESCRIPTION: LOT 10 OF K. EL ISE, ACCORDING TO THE PLAT THEREOF RECORDED JUNE 19, 2002 UNDER RECORDING NO. 200206IS5002, IN SNOHOMISH COUNTY, WASH INGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. SETBACKS: STREET: 10' (15' WITH HEIGHT INCREASE) SIDE: 0' (15' IF ADJACENT TO RESIDENTIAL) REAR: 0' (15' IF ADJACENT TO RESIDENTIAL) MAX HEIGHT ALLOWED = 25' (40' WITH CONDITIONS PER ECDC I&BO020) BUILDING AREA: 1ST FLOOR: 2ND FLOOR: UNIT MIX: ('B) STUDIO (11) ONE -BED (0) TWO -BED 16,419 GSF 15,412 GSF 31,891 GSF PARKING REQUIREMENTS: PARKING REQUIRED: 1 STALL PER 400 SF OF COMMERCIAL = 5711 / 400 = 12.S STALLS 1.2 STALLS PER STUD 10 = 13 x 12 = IOZ STALLS IB STALLS PER 1-5ED= 11 x IB = I&B STALLS TOTAL = 40 STALLS REQ'D PARKING PROVIDED: 13 STALLS ON SITE 31 REGULAR IN 1ST FLOOR GARAGE TOTAL = 44 STALLS PROVIDED ZL TfRE E T�FE TREE *' TYPE SIZE (011) REMAIN (Y/N) 1 ALDER 411 Y 2 FIR 14" Y 3 ALDER g" Y 4 ALDER g" Y 5 LOCUST 6" N 6 FIR 1311 Y I MADRONA 2011 Y 8 FIR 2211 Y C3 FIR 2011 Y 10 PINE 611 Y 11 PINE S" Y 12 FIR 611 Y 13 HEMLOCK Sill Y 14 HEMLOCK lg II Y 15 CEDAR 12" Y lro DOGWOOD 1211 Y 11 HEMLOCK -III Y 16 HEMLOCK 1211 Y 1C3 DECIDUOUS 611 Y VICINITY MAP SCALE: 1" = 2000' (APPROX.) 0 SITE PLAIN KEY NOTES: O SHORING WALL, SEE STRUCTURAL PLANS FOR ADDITIONAL INFO O 42" HIGH GUARDRAIL, TYP ALONG SOUTHSIDE COLONNADE O NEW 4' WIDE LANDSCAPING PER CITY STANDARDS ONEW 5' WIDE SIDEWALK PER CITY STANDARDS EXISTING TREES ALONG EAST O PROPERTY LINE TO REMAIN, TYP O RAINGARDEN, SEE CIVIL PLANS FOR ADDT'L INFO OEXISTING GUYWIRE TO BE RAISED TO A MINIMUM 13'-roll HIGH CLEARANCE FOR FIRE ACCESS. TO BE COORDINATED WITH SNOHOMISH COUNTY II SEE CIVIL PLANS FOR ADDITIONAL INFO OEXISTING OVERHEAD POWERLINES WITH MINIMUM 20' HORIZONTAL CLEARANCE MAINTAINED FOR ALL PROPOSED STRUCTURES. Og EXISTING 12' MUTUAL ACCESS EASEMENT PER SNOCO RECORDING *200206IS5002 10 INFILTRATION TRENCH PER CIVIL 11 LANDSCAPING TYPICAL, SEE LANDSCAPE PLANS 12 DATUM POINT PER SURVEY. ZL O• .� � � � � �/� / / / / � / I III � � I 009�7900000 00 / /Y /CITY/ BAN/K I W G I N 0 GO MP\N (3 5 G EX. C.B.M.H. r TOP 332.00 \ i/ /'/ l / /!•:,''' •. ". E�oo\ / O / N . 322.2 CTR CHANNEL // // /00 V 0 328.83 N / / :::: ;'::: ; {, ;':� ', • ' I?00 CITY BANK 00 / /° `� ;°; : ;';., , I .. 3 G ' 1� oo�000 flo 1 00937900000500 PHILIP Y. JANG I , /�7J / / ./;;':': /; •':: '/ ;;,''.'' : �r:;�.��'•'''; 12r �LYMPIC VIEW AND E X . M . H . 6 / / I • • ':.% . ' : ; .. ; . , , . „� SEWER DISTRICT G / / N SEWER EASEMENT TOP 330.83 0 % / / INV 323.30 DESIGN 00937900000600 SO / / / / �/ / / �� 251 " I, EASEMENT PER PLAT CITY BANK 1 / �/ �� j , '� / b -6 CITY clTyr 14 ....... /.......!. /..... I ! '.'./ : ' : ' i • ' • O 50' P.U.D. NO. 1 OF I N SNOHOMISH COUNTY 1' �°/ .- --.-�-:�.-.-.'.•.•.•.•.�?�fi�':::.:.:::•:•�::....•:• ,�%• � : • o � I � � I oo� TRANSMISSION LINE / �F NOS MENTER A.F. 0 . ..•.•...•.•....•-•. � �• . �� / / 13 rj �i / // i • • 2'; y:• -- — 50' PRIVATE p� FDRAINAGE EASEMENT LOTS THROUGH l / 3 �� y. , / / / / :: ' •l ' ' i34S� t2r—IFm TF410< 8 PER PLAT I I I it % — —34 — �� / \ 8 EX. UTILITY P�� / — \ 10 / I0 0. 200201310 EASEMENT PER F. — — — ' / / / / / / / / / �/ .. / / / / / a . . ..•• • .•• / // 2� 1. .... .. N3 / „------------ 390 -- -- _y /// / / /; ✓: /// —tea•'' 28 _ — — — — — — — /✓ / / .% ::-.. j / / / j / / %�� / y y y �� i BASIS OF BEARINGS _ —1 5 / N 68'52'49" E 1105.36' PER PLAT // 4 — 5 / MONUMENT TO MONUMENT A.. —1. — EXISTING / / / _ uTluTY POLE _ // 40 j- 77 Ile °: 14ell — : o /� �5 PSG �ooti N 88 2 40 W ' --80.00' ;: �� —1. `� X\ 10, / DN PIN ROCK - — — — — — 13' W-0.0s' ----------' IN \\ �I' '334'-� sue' � \ \ / _ ` \ �/ :-.�-'-.':'�: .-''�♦ / / z / 9 9 28 ..;.:.:.;.... IMF— ROBERTS PROPERTIES ILLC 4 O : .,.,.'. -- 15' X N UTILITY \\ EASEMENT PER A.F. \\ NO. 200202250726 \ 10.. 0'\V / / / - / S �S \ / / 332— ' I 00 \ N 12 NCE ZL / y M#2 / / I UN ED / I la 51TE FLAN UJ/ FIF,6T FLOOR FLAN. SCALE: P = 2 0' — 0 11 SCALE. 1' = 20' 0 10' 20' 40' 60' / OVERHEADTRA/ ANDPOLE SIGN OLE 8 / / APPROVED BY PLANNING / Apr 17 2024 APPROVED PLANNING SITE PLAN ONLY BLD2022-0527 z O p � U o c� z UN 0 C4 ¢ uuu Lu Lu Lu N Lu 0 (4) N B w N (r o C4 � C4 N M DRAWN: M CHECK: CID J05 NO: 19018 Z c1)Z�9 O Lu y: 4 lu t2i cl� PIRSCHER ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: OF: SHEETS SITE PLAN KEY NOTES. O C11) EV CAPABLE PARKING SPACES FOR RESIDENTIAL USE O (11) EV READY PARKING SPACES FOR RESIDENTIAL USE O (3) EV INSTALLED PARKING SPACES FOR RESIDENTIAL USE ® (4) EV CAPABLE PARKING SPACES FOR NON-RESIDENTIAL USE O (1) EV INSTALLED PARKING SPACE FOR NON-RESIDENTIAL USE ELECTF,IC VET f CLE f NFfRA6TfRUCTUF,..E fREQS f ECE)C TAL 1 1.1 1 F�).040 NU 5ER OF EV NU 5ER OF EV NU 5ER OF EV TYPE OF USE CAPA5LE READ' PARKING I STALLED PARKIN PARKING SPACES SPACES SPACES MULTIPLE DWELLING UNITS 4096OF PARKING SPACES: 40% OF PARKING SPACES: 1096 OF PARKING SPACES: TOTAL PARKING SPOTS: 2-13 2-13 x 40io = 10.132 = 11 2-13 x 4096 = 10.92 = 11 2-13 x 1096 = 213 = 3 NONRESIDENTIAL USES 40% OF PARKING SPACES: 0% OF PARKING SPACES 10io OF PARKING SPACES: TOTAL PARKING SPOTS: 12.9 12.9 x 40%= 5.16 = 5 12.9 x 10% = 1.29 = 1 6 00937900000600 ,4C / CITY BANK / / 000 / / ♦' / 0001* /0/ //— 0 .00 S / /00 / // // // / y� 99 O�� / ' / / // / / / / / / / / / / / / / ♦' / / 034 a��P�/ ♦'' / / / /— N— / tzl�" 4Qa�'a / / / ♦ i / / / / / /\ / a aa / / / / / �/ / / ♦ / 0000l i/jX�1!r1'-- _ / / o / / //ice ////// ---/ // // / ♦' / / // - \ / I 0 - ' / /// ' /♦♦' / 000 ♦ I `I 61TE PLAN LU/ EV PARKING 5C;AL E : P = 10' — 0 11 I Co I I I I I I / / I I / / I / I / � I I � I j I I / I / I / PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICAB CONSTRUCTION CODES IDENTIFIED BE 0 ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _a,Tu. j-)ATE:11/15/2023 WES► cUASI cvut GUNSULTANTS, INC. N 0 z o UJ U o0 c.D z UN 0 N ¢ V V z wwzwzw p C' 61 C4 (A 0 C4 Lu o C 4N , NC4N� cr A F DRAM M CHECK: CP Joe NO: 19018 P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: EE V OF: SHEETS SITE PLAIN KEG' NOTES,- (11) EV CAPABLE PARKING SPACES FOR RESIDENTIAL USE O (11) EV READY PARKING SPACES FOR RESIDENTIAL USE O3 (3) EV INSTALLED PARKING SPACES FOR RESIDENTIAL USE O (4) EV CAPABLE PARKING SPACES FOR NON—RESIDENTIAL USE O (1) EV INSTALLED PARKING SPACE FOR NON—RESIDENTIAL USE ELECTF.,1C VE�iCLE INFRASTRUCTURE fREQ& FER ECIDC TA5LE 11-115,040 NUM5E R OF EV NUM5E R OF EV NUM5E R OF EV TYf=E OF USE CAPA5LE READ' PARKING IN8TALLED PARKIN PARKING SPACES SPACES SPACES MULTIPLE DWELLING UNITS 40% OF PARKING SPACES: 40% OF PARKING SPACES: 10% OF PARKING SPACES: TOTAL PARKING SPOTS: 213 213 x 40io = 10.92 = 11 213 x 4051-, = 10.'32 = 11 213 x 10 ", = 2.13 = 3 NONRESIDENTIAL USES 40% OF PARKING SPACES: 0% OF PARKING SPACES 10% OF PARKING SPACES: TOTAL PARKING SPOTS: 12.9 12.B x 40%= 5.16 = 5 12.13 x 10% = 1.213 = 1 m 6 i EX. M , H 330.83 V 323..30 DESIGN 00937900000600 ,��Co / CITY BANK / / 00 / / / % / /4000, / #1 / � 4a yr// / as // // / / //,' 0 X414 -z a 4 / 10.1 /\000 / ' Q I 100, 61TE PLAN UJ/ EV f=A'r7,1KINC-z SCALE; P = 10 I — 0 11 — - -T lo El C// vEG APPROVED BY PLANNING Apr 17 2024 / D PLANNING SITE PLAN O/NLY / / / / / / / / BLD2022-0527 A, N N N p Z O UJ C. z UCn ,- 0 N ¢ Cn V V V U Cl n A n N �crdl6�� DRAWN- M CHECK: CP J05 NO: 19018 PIRSCHER ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: EE v OF: SHEETS ROUND TOOLED +5 REBAR a 8" FROM EACH EDGE. END CTSK ANCHOR CAP W/ CONCRETE TOOL TO SMOOTH P 4" P CONCRETE CURB FINISH. AND SIDEWALK 1" TOOLED RADIUS PRECAST CONCRETE WHEEL ASPHALT CONCRETE STOP, 6'-0" LONG. PAVING, in PAINTED WANING YELLOW. 6X&XLUTA/UJ1.4 WWM. `ASPHALT PAVING �2" THICK LAYER COMPACTED ROCK BASE. _—COMPACTED NATIVE OR FILL SOIL. \04 BARS TOP 4 BOTTOM CONTINUOUS EXCEPT AT EXPANSION JOINTS. SIDEWAL_K CURS 1 1-1/2"=1'-0" 2.510.021 MOUNT 60" — ABOVE FLOOR IN GARAGE 5 4" PAINT STRIPING - WHITE (2 COATS) TYPICAL a 'L,illllll IIIIIIII„ II �I III, II - `�' BONDING AGENT III IIII IIII IIIIII IIII WHEEL_ STOi= MOUNT 60" HEIGHT FROM THE FLOOR ON WALL IN GARAGE. STRIPING ITS), TYP. CUR SLOPE IN TION TYR OPPED CURB 1:48 MAX SLOPE MP AREAS. 0 IN ANY DIRECTION NOTE; FOR HEADROOM SEE DETAIL 22 A-12 CURB 4 RAMP DROPPED SHEET Al2 NOTE: FOR HEADROOM SEE DETAIL 22 AREAS SHEET A1.2 HAND I CAfi= STALL) 4a Iloo) NTS F2EdO046C 1 PAINT SOLID YELLOW, 2 COATS.- 24" HIGH PAINTED YELLOW-/ STENCILLED LETTERS, 2 COATS. NOTE: YELLOW TRAFFIC TAPE WHERE HEAVY PAVING IS NOTED ON SITE PLAN. sroP air NOT TO SCALD 2.510.fD55 BASE COVER BY LIGHT MFR. GROUT LEVELING NUT 4 KASHER PER MFR'S SPEC. - GHAMPER-TYP. cnr�r ANCHOR BOLTS YV/ &ALVANIZED PLANTER THREADS, VERIFY SIZE, GRADE NUMBER RJ=Q'D 4 SPACING YV/ LIGHT p — POLE MPR. I" P.V.G. CONDUIT GRADE _ - STUB UP ABOVE TOP OF GONG. PER MFR'S SPECS. zn — CONCRETE BASE - Q NATURAL GREY GONG. YV LT. FINISH 4 TOOLED SIDES. _ 21-0" VERIFY SIZE N41TH LIGHT MANUFACTURER �" PAINTED WHITE (2 CO> r 11 A-12 1:48 MAX ANY DIREC 9'-Oil 12'-0" e.DR 12 "a)HAND ICAP VAN STALL NTS 2.510.046 PAINT ARR^"' YELLOW a 2 COATS loll 11-611 1011 f="AR<ING ARROW 1 3/411=1' -011 2.510.0E1 TO CEILING HEIGH TO GATE HEIGHT 1 AVERAGE HUMAN HEIGHT CONC, SLAB ON GRADE L_ I &HT FOL_E 5TANr;�ARr;) HEADROOM f=ARKING STIR 1 I/2"=1'-O" 2.840.04 NTS 2.510.046 1211 RESERVED BLUE BACKGROUND W/ WHITE SYMBOL 4 LETTERING. 1" WHITE LETTERS W/ STANDARD WORDING PER HANDICAP CODE REQUIREMENTS. VAN AT VAN SPACE ACCESSIBLE (IF APPLICABLE) 2" DIA GALVANIZED POST CENTERED ON 2' HANDICAP STALL. a d 1 HAND I CAf= fi=AR<ING SIGN 311 =1 I - 011 2.840.014,E END TRASH ILO UWALL 4" THICK CONC. FLOOR WITH 6X&XW1.41WI,4 WWM OVER 4" LAYER COMPACTED ROCK BASE. SLOPE FLOOR 1/8"/FT TO GATE OPENING, MEDIUM BROOM FINISH l0" 4" EXTRA STRONG STEEL 01 PIPE GATE POST TRENCH FOOTING AT PERIMETER OF 1 11 "2' ENCLOSURE SLAB 2-+4 REBARB 46 -0 0 ° (° � (� O O O o 000 Oo O -0 00 0 O -1 I_ ASPHALT DRIVE 'B FLUSH TO CONC. 6" " THICK C.ONC. APRON WITH (pX6XW1.41WI.4 WWM OVER 4" LAYER COMPACTED ROCK BASE. SLOPE SLAB VIL 1/4"/FT. MEDIUM BROOM FINISH L_ LJ J DIA. CONC. M. W/ EMBEDDED POST CENTERRED TRASH ENCLOSURE SL_AWAPRON 1 3/411=1' -011 2.810.001 L23 R BUMPER OVERHANG CURB, SIDEWALK OR EDGE OF WHEEL STOP. 4" PAINTED STRIPE STANDARD STALL_ 44] WIDE PAINT STRIPE PERIMETER )E INTERMEDIATE PAINT 'ES 0 12" SPACING. SAINTED STR1f=1NG 11 1/2"=11-�" 2.E710.048 ' LONG LANDING, MAX. SLOPE TO BE 1:4& IT A it E 66 RAM F7 1/411 1-011 4'-011 PARKING PAINT SYMBOL W/ 4" WHITE STRIPE. 'ABLE WARNINGS T E D) DOME FORM 2.530.011md 1 FOR )UT ONLY ro ANTED HAND I CAfi= SY 50L_ 12 NOT TO SCALE 2.E710.053 1-1/2" DIA. GALV. STL. PIPE �W& O.C. MAX. POST SPACING _ a SHOP PRIME 4 PAINT Q FILL TOP 1/2" OF 1/2" m Q 2'-0" ALL BENDS TO BE 2" R.- WELD 511 roll WIDE EXP. JNT. WITH m 4 GRIND SMOOTH SEALANT 12" TACTILE WARNING 11" C a STRIP. O a INSTALL POSTS IN 6" HIGH MIL. SLEEVE + ¢BAR m o°Op- SET FLUSH W/ TOP OF ° fi`0°° � oo°o '� C,ONC. - FILL 1/2" GAP I ° ° �� ° � m W/ NON -SHRINK GROUT b" COMPACTED GRANULAR SIDEWALK DRAIN MAT'L ` +4 REBAR a 1211 O.G. �a BOTH DIMCTIONSo o° +3 NOSING MBAR W/ ° 80°" � �° FILL TOP 1/2" OF MIN. 2" COVER T TOOLED NOSINGS ° °�°°° I/2" WIDE JT. 1/2" MAX RADIUS + 4 BAR W/ SEALANT % TYPICAL. EXTERIOR STAIR SECTION NTS STANDARD D L MODIFY FOR FIELD CONDITIONEE STANLEY +911 CLICK -LOCK SAFETY PADLOCK HASP CUT OFF EXCESS BOLT LENGTH 16 GA PRE -FINISHED BOLT LENGTH METAL PANELS 3 1/2" EXTRA STRONG STL. WELD 1"Xl/4" STEEL STRAP PIPE POST- GALV. DIAGONALLY TO BACK OF GATE FRAME- GALV. FILL POST WITH CONC. AFTER GATES INSTALLED. ROUND TOP 3/4"X9" STANLEY +952 OF: CONC. PLATED BOLT HOOK AND 3-1/2" DIA. EXTRA STRONG STRAP HINGES. ANCHOR STEEL POSTS- GALV. TO GATE WITH EXPANSION WELDED TUBE STEEL BOLTS FRAME TO SUPPORT ROOF - GALV. 2X4X3A(o STEEL TUBE 2"X4"X3/16" STEEL TUBE GATE FRAME- WELD COMERS, GATE FRAME. WELD COMERS, PROVIDE WEEP HOLES PROVIDE WEEP HOLES At At BOTTOM- GALV. I i BOTTOM- GALV. 3/41 XS" STANLEY +952 18 GA PLATED BOLT HOOK AND STRAP PRE -FINISHED ` HINGES (3 PER LEAF FOR GATES METAL PANEL HIGHER THAN 6'-0' 12" DIA. POURED CONC. FTG. 0 POST TO 50TTO'1 STANLEY M010 CANE BOLTS ON INTERIOR HWE DETAIL SIDE OF EACH GATE. PROVIDE PIPE SLEEVE IN CONC. SLAB FOR ONE SIDE ONLY AND TWO PIPE SLEEVES DOORS IN - T SDI ENC:L-OSURE GATE 4 ROOF - C TU5UL AR STEEL_ 1/411=11-011 122IIO.00Ea TREE & VEGETATION PROTECTION TREE PROTEC11ON FENCING AND SIGN VEGETA11ON PROTEC11ON (DOES NOT APPLY TO TREES) 1. CHAIN LINK FENCE REQUIRED (NO ORANGE CONSTRUCTION FENCE OR 1. ORANGE MESH OR SIMILAR OPEN PLYWOOD) MATERIAL 2. MINIMUM 6' HIGH 2. PROTECT VEGETATION OUTSIDE 3. FENCE SHALL BE SUPPORTED BY CONSTRUCTION ZONE WITH FENCING AS RIGID POSTS DRIVEN INTO THE SHOWN GROUND AT 8' MAXIMUM INTERVALS 4. MUST BE INSTALLED PRIOR TO CANOPY DRIP LINE DEMOLITION OR GROUND DEFINES TREE & DISTURBANCE VEGETATION 5. KEPT IN PLACE FOR THE DURA11ON PROTEC11ON AREA OF CONSTRUCTION 6. NO DUMPING OF ANY MATERIALS IN THE PROTECTION AREA I I 7. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA: I I MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING, DRIVEN FENCE I OR WASHING POSTS AT 8' SAP 8. MODIFICATIONS OF THESE MAX INTERVALS I REQUIREMENTS BY APPROVAL OF REQUIRED CHAIN LINKSIGNAGE FENCING SDCI PLANNER ONLY 9. IF ROOTS GREATER THAN 2 INCH o z < FOUND OUTSIDE OF FENCING, c PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST 10. USE 3 INCHES OR DEEPER WOOD I TREE & VEGETATION FENCING CHIP MULCH OUTSIDE FENCED AROUND ENTIRE DRIP LINE ON AREAS TO PROTECT FEEDER ROOTS PERMIT SITE. ALTERNATIVE TREE PROTECTION, IF APPROVED BY SDCI, AS SHOWN ON SITE PLAN LINK TO REQUIRED TREE PROTECTION SYMBOL: ® SIGNAGE: iA 14 6xax16 CMU WALL FLOOR DRAIN, CONNECT TO WATER CONVEYANCE SYSTEM PER CIVIL. CONCRETE APRON WITH MEDIUM BROOM FINISH, li/A-12 PRE -FINISHED METAL GATE, SEE DTL 18/A-12 T SDI ENGL-OSWRE I=L_AN 1/411=1' -011 12,,5-10,00�b WISH GRADE REMOVE EXCESS ALPHALT OVERRUN PRIOR TO INSTALLING EXTRUDED CURB. EXTRUDED CONCRETE CURB, PAINT CURB WHERE INDICATED ON SITE PLAN, RADIUS CORNERS BONDING SLURRY 2" DIA. WEEP HOLES 15'-0" O. '�I III II ASPHALT PAVING -IIII_IIIIIIIIIIII. ,I IUS °� moo° ° ° °0 ° TROL oz ° o ° ° ° ° COMPACTED ROCK JOINTS o °w' .z ° o O O BASE. 6" MIN. I" PLAN VIEW 12" MAX. OF 00"" 1211 NOTE" 1. WIDEN ALL INSIDE AND OUTSIDE CORNERS. 2. CUT CONTROL JOINTS AT ALL CURVE RETURN POINTS +/- CORNERS AND NOT TO EXCEED 15'-0" ALONG STRAIGHT CURB RUNS. 3. TOOL ALL EDGES SMOOTH. FINISH GRADE OR PLANTING BED. 6" TOOLED EDGES AT EXPANSION JOINTS +4 DOWELS 2'-0" LONG III=III a TOP 4 ONE END. BOTTOM, GREASE IIIIIIIIII ASPHALT CONCRETE (IIII PAVING. OTD COMPACTED ROCK BASE -III O°a' I = CONCRETE CURB �= COMPACTED SUBGRADE +4 BAR CONTINUOUS IIII=1 TOP AND BOTTOM 1 11 I I III EXCEPT AT EXPANSION all JOINTS. EXTFUDED C:UP,5 CO C:PETE CUP,5 1-1/2"=1'-0" EXTRUDED CU 1-1/2"=1'-0" 2.E710.034 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY [:]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ ��Tk �/ )ATE:11/15/2023 WE5► GUAS► GUUt GUNSULTANTS, INC. U U uu z wwzwzw BN�Cc� m N 0 w o N�N� <r C � DRAWN: M CHECK: GP JOB NO: Ig016 P I R S C H E R ARCHITECTS GDA + Firscher Architects 25114 100 AVE YV EDMONDS, WASHINGTON, 48020 (206)368-�I668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 2 o or: SHEETS NOTE: DUCTLESS HVAC SYSTEM WILL BE INSTALLED TO PROVIDE FREEZE PROTECTION IN UNOCCUPIED COMMERCIAL SPACES CROSS SG? FT CALC 1ST FLOOR= 16,41E GSF 2ND FLOOR= 15,412 GSF TOTAL = XaSl GSF GENERAL FLOOR RLANNOTES: 1. ,ALL DIMENSIONS SHOWN TO FACE OF FRAMING/ FACE OF FOUNDATIONS. 2. GENERAL CONTRACTOR TO VERIFY ,ALL DIMENSIONS ,AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ,ANY CONFLICT(S) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY ,AND PRIOR TO STARTING ,ANY WORK. 3. DO NOT SCALE DRAWINGS. 4. CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT 4 FIXTURES FURNISHED 4 INSTALLED. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ,ANY FIXTURE OR EQUIPMENT TO STRUCTURE ,AND PROVIDE BACKING FOR EQUIPMENT ,AND ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, LAVATORIES, CABINETS 4 CASEWORK, TOILET ,ACCESSORIES, CLOSET ,ACCESSORIES, STAIR 4 HANDRAILS, GARMENT HOOKS, GRAB BARS, PICTURES/ART WORK, HEADBOARDS, DOOR 4 FINISH HARDWARE AND ANY OTHER WALL 4 CEILING MOUNTED ITEMS. 5. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ,ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR NO ACT, DIRECTION, REVIEW, OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 6. THE CONTRACTOR SHALL FURNISH ,ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF ,ALL WORK. EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACE ANY DAMAGE CAUSED BY HIS/HER WORK. -1. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES 4 REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR REGULATIONS. S. QUALITY: WORKMANSHIP SHALL BE OF STANDARDS OF TRADES INVOLVED IN THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS 4 WARRANTY REQUIREMENTS. 9. COMPLY WITH THE IBC, IFC AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME PRODUCING DEVICES DURING CONSTRUCTION. 10. FIRE SPRINKLER SYSTEMS WITH 20 OR MORE SPRINKLERS SHALL BE ELECTRONICALLY SUPERVISED. 11. SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS. 12. PROVIDE APPROVED FIRE EXTINGUISHERS IN FULLY RECESSED CABINETS IN THE LOCATIONS NOTED ON THE PLANS. SEE DETAIL 12 ON SHEET A-6.4. 13. BY IBC SECTION 30053 THE ELEVATOR MACHINE ROOM SERVING A PRESSURIZED ELEVATOR HOIST WAY SHALL BE PRESSURIZED UPON ACTIVATION OF A HEAT OR SMOKE DETECTOR LOCATED IN THE ELEVATOR MACHINE ROOM. 14. CONTRACTOR TO PLACE SIGN AT ELEVATOR TO READ: "IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE EXIT STAIRS." THE SIGN IS TO INCLUDE TACTILE CHARACTERS. MOUNT SIGN SO THAT THE CHARACTERS ARE NOT LESS THAN 46" OR MORE THAN 60" ABOVE THE FLOOR SURFACE. 5/5" CHARACTER HEIGHT MIN. SIGNS TO INCLUDE LIGHT CHARACTERS OVER DARK BACKGROUND. PLACE BRAILLE LETTERS BELOW TACTILE TEXT. (PER ICC/ANSI All-1.1-2009 SECTION -103 AND IBC SECTION 30023). 15. CONTRACTOR TO PLACE TACTILE EXIT SIGN ADJACENT TO EACH DOORWAY INTO EXIT STAIRWAY. MOUNT SIGN SO THAT THE CHARACTERS ARE NOT LESS THAN 45" OR MORE THAN 60" ABOVE THE FLOOR SURFACE. SIGN TO BE LOCATED ON LATCH SIDE OF DOOR CHARACTERS TO BE LIGHT COLORED OVER DARK BACKGROUND. PLACE BRAILLE BELOW CORRESPONDING TEXT. TACTILE EXIT SIGN LOCATIONS ARE MARKED WITH ON THE PLANS. 16. CONTRACTOR TO PROVIDE SIGN AT EACH STAIR LANDING STATING CORRECT STORY, DIRECTION TO EXIT DISCHARGE AND STATE " NO ROOF ACCESS", IF NO ACCESS IS PROVIDED. SIGN TO BE MOUNTED 45"-60" ABOVE LANDING WITH LIGHT CHARACTERS ON DARK BACKGROUND. PROVIDE TACTILE CHARACTERS AND BRAILLE TEXT PER ICC/ANSI Allll-2009 SECTION -103) 1-1. CONTRACTOR TO PROVIDE SIGN AT ALL ACCESSIBLE ENTRANCES TO THE BUILDING REQUIRED BY IBC SECTION 1111.1-5, SIGNS TO PROVIDE 5/6" MIN. TACTILE CHARACTERS ABOVE BRAILLE TEXT. SIGN TO HAVE LIGHT CHARACTERS OVER DARK BACKGROUND. (PER ICC/ANSI A-1111-2009) 16, CONTRACTOR TO PROVIDE SIGN AT ALL ACCESSIBLE ROOMS REQUIRED BY IBC SECTION 1111.1-4, 19, ALL METAL FASTENERS 4 HARDWARE IN CONACT WITH PRESSURE -TREATED LUMBER SHALL HAVE A CORROSION RESISTIVE COATING MEETING ASTM A153 - STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON 4 STEEL HARDWARE. ELECTRO-GALVANIZED FASTENERS SHALL NOT $E USED. ALL CONSTRUCTION TO COMPLY WITH THE WASHINGTON STATE ENERGY CODE 1. WATER HEATERS MUST COMPLY WITH 198-1 NAECA, AND BE SO LABELED, 2. CAULKING, SEALING AND WEATHERSTRIPPING ARE REQUIRED AROUND DOORS AND WINDOWS, BETWEEN FRAMING INTERSECTIONS SUCH AS WALLS AND FOUNDATIONS. PENETRATIONS FOR PLUMBING, WIRING AND DUCTING MUST ALSO BE SEALED. 3. INSULATE HOT AND COLD WATER PIPES PER 2015 UPC SECTION 60S.11 4. ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS MUST BE SEALED AT BACK OF RECEPTACLE OR SEALED WITH FACE PLATE GASKETS. 5. SEAL RIM JOIST BETWEEN HEATED FLOOR WITH AIR /WATER BARRIER ON EXTERIOR 6, WHEN EXTERIOR WALL CAVATIES ARE FILLED WITH UNCOMPRESSED INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING. WIRING AND PLUMBING DO NOT COMPRESS INSULATION. FlfRST FLOOR PLAN SCALE: 1/8 1) = 1 '- 0" FINISH 5C;HEIDULE ROOM UJALL6 CEILING M I L L UJORIC FLOORS NORTH SOUTH EAST WEST BASE VESTIBULE GB,PTOP GB,PT,OP GB,PT,OP GB,PT,OP TDC 3" RUBBER BASE LVP LOBBY APT RESIDENTS G5,PT,OP GB,PT,OP GB,TPT,OP GB,PT,OP TDC 3" RUBBER BASE LVP LEASING OFFICE FOR THE APTS G5PTOP G5,PTOP GB PT OP G5pTlOP TDC 3" RUBBER BASE CT RISER GB,PT - GB,PT GB,PT OC - - ELEV R I - - - - OC - - MAINT RM W/ BATH GB,PT GB,PT a BATH ONLY - GB,PT 0 BATH ONL OC 3" RUBBER BASE AT BATH ONL CPS AT BATH ONL MECH ELECT R" I GB,PT GB,PT GB,TPT GB,PT GB,OP,PT 3" RUBBER BASE LVT STORAGE GB,PT - G5pr GB,PT GB,PT 3" RUBBER BASE LVT PARKING GARAGE - GB,PT - - OC - COl'1MERCIAL SUITE 100 GB,PT GB,PT GB,PT GB,TPT OC - PER TENANT - PER TENANT - PER TENANT STAIRWAY "I GB,PT GB,PT - - - 3" RUBBER BASE C STAIRWAY 02 -/GB,PT a INT -/GB,PT a INT -/GB,PT 6 INT - - 3" RUBBER BASE C WALL ONLY WALL ONLY WALL ONLY MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY P15ER50ARD 1. ALL CLOSETS FINISH W/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE. CFS CONCRETE FLOOR SEALED 2. WATER RESISTANT GB AT WET WALLS IN BATH 4 KITCHEN OF ORANGE PEEL 3. ALL FINISHES SHOULD MEET REQUIREMENT CLASS "C" WITH ACCORDING TO I5C2018 CT CARPET TILE OC OPEN CEILING TABLE 803B. CS CONCRETE SLAB SEALED GB GYPSUM BOARD PT PAINT TDC TILE DROPPED CEILING V VINYL LVT LAMINATE VINYL FLOORING LVP LUXURY VINYL PLANK GENERAL NOTES: REFER TO SHEET A-23 FOR WALL TYPES. FIRS FLOOR FLAN KEY NOTES: CD OUTLINE OF FLOOR ABOVE OPROPERTY LINE RESUE O EXISTING POWER POLE TO REMAIN Oct 02 202; 4 O CITY OF MONDS DEVELOPMENTDEPARTMENTVI( OVERHEAD POWERL INE CD CONC, COL. PAINT TRAFFIC YELLOW TO 36" AFF, OBIDDER DESIGNED SECURITY SCREEN O SHORING WALL. SEE STRUCTURAL PLANS FOR DESIGN OHEAT PUMP TO COMMERCIAL SPACE OHEAT PUMP TO OFFICE/LOBBY AND EMIR D 1-HR RATED ELEVATOR SMOKE DOOR PER 30063 ON MAGNETIC HOLD OPEN N z O UJ U o CD z UN C) 0 N Q ¢ Cn W W U V U Z WWluW N N CC,Lu N CV 0 � Q � la CV CV N 1 <rN(' 1 A1 1 lyq- Df;_'4LLN- M CHECK: CP JOB NO: 19018 Q z O � O Lu O �n �mauG_F P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY:�7u-� )ATE: 11 /15/2023 WEs 1 GU.aZ:i l GUUt GUNSULTANTS, INC. BLD2022-0527 SHEET: 2,1 OF: SHEETS NOTE: DUCTLESS HVAC SYSTEM WILL 5E INSTALLED TO PROVIDE FREEZE PROTECTION IN UNOCCUPIED COMMERCIAL SPACES GsROSS SQ FT C74L C 1ST FLOOR= 16,41E GSF 2ND FLOOR= 15,412 GSF TOTAL = 31,891 GSF GENERAL FLOOR PLANNOTES: 1. ,ALL D IMENS IONS SHOWN TO FACE OF FRAM ING/ FACE OF FOUNDATIONS. 2. GENERAL CONTRACTOR TO VERIFY ,ALL DIMENSIONS ,AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ,ANY CONFLICT(S) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS ,AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY ,AND PRIOR TO STARTING ,ANY WORK. 3. DO NOT SCALE DRAWINGS. 4. CONTRACTOR TO VERIFY ,ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT 4 FIXTURES FURNISHED 4 INSTALLED. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ,ANY FIXTURE OR EQUIPMENT TO STRUCTURE ,AND PROVIDE 5ACKING FOR EQUIPMENT ,AND ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, LAVATORIES, CABINETS 4 CASEWORK, TOILET ,ACCESSORIES, CLOSET ,ACCESSORIES, STAIR 4 HANDRAILS, GARMENT HOOKS, GRAB BARS, PICTURES/,ART WORK, HEAD50ARDS, DOOR 4 FINISH HARDWARE ,AND ANY OTHER WALL 4 CEILING MOUNTED ITEMS. 5. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ,ALL WORK AS NECESSARY. THIS SHALL 5E THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR NO ,ACT, DIRECTION, REVIEW, OR 05SERVATION OF ,ANY SYSTEMS OR METHODS OF THE CONTRACTOR 5Y THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 6. THE CONTRACTOR SHALL FURNISH ,ALL LA50R AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF ,ALL WORK. EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS ,AND SHALL 5E RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACE ANY DAMAGE CAUSED 5Y HIS/HER WORK. 1. CODES: ALL WORK SHALL 5E PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES 4 REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR REGULATIONS. 8. QUALITY: WORKMANSHIP SHALL 5E OF STANDARDS OF TRADES INVOLVED IN THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS 4 WARRANTY REQUIREMENTS. 9. COMPLY WITH THE IBC, IFC AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME PRODUCING DEVICES DURING CONSTRUCTION. 10. FIRE SPRINKLER SYSTEMS WITH 20 OR MORE SPRINKLERS SHALL 5E ELECTRONICALLY SUPERVISED. 11. SEE SITE PLAN FOR 5UILDING ACCESS AND EGRESS PATHWAYS. 12. PROVIDE APPROVED FIRE EXTINGUISHERS IN FULLY RECESSED CABINETS IN THE LOCATIONS NOTED ON THE PLANS. SEE DETAIL 12 ON SHEET A-8.4. 13. 5Y 15C SECTION 30053 THE ELEVATOR MACHINE ROOM SERVING A PRESSURIZED ELEVATOR HOIST WAY SHALL 5E PRESSURIZED UPON ACTIVATION OF A HEAT OR SMOKE DETECTOR LOCATED IN THE ELEVATOR MACHINE ROOM. 14. CONTRACTOR TO PLACE SIGN AT ELEVATOR TO READ:'% CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE EXIT STAIRS." THE SIGN IS TO INCLUDE TACTILE CHARACTERS. MOUNT SIGN SO THAT THE CHARACTERS ARE NOT LESS THAN 45" OR MORE THAN 60" ABOVE THE FLOOR SURFACE. 5/8" CHARACTER HEIGHT MIN. SIGNS TO INCLUDE LIGHT CHARACTERS OVER DARK BACKGROUND. PLACE BRAILLE LETTERS BELOW TACTILE TEXT. (PER [CC/ANSI A11I.1-2009 SECTION 103 AND I5C SECTION 30023) 15. CONTRACTOR TO PLACE TACTILE EXIT SIGN ADJACENT TO EACH DOORWAY INTO EXIT STAIRWAY. MOUNT SIGN SO THAT THE CHARACTERS ARE NOT LESS THAN 48" OR MORE THAN 60" A50VE THE FLOOR SURFACE. SIGN TO 5E LOCATED ON LATCH SIDE OF DOOR CHARACTERS TO 5E LIGHT COLORED OVER DARK BACKGROUND. PLACE BRAILLE BELOW CORRESPONDING TEXT. TACTILE EXIT SIGN LOCATIONS ARE MARKED WITH ON THE PLANS. 16. CONTRACTOR TO PROVIDE SIGN AT EACH STAIR LANDING STATING CORRECT STORY, DIRECTION TO EXIT DISCHARGE AND STATE " NO ROOF ACCESS", IF NO ACCESS IS PROVIDED. SIGN TO 5E MOUNTED 48"-60" ABOVE LANDING WITH LIGHT CHARACTERS ON DARK BACKGROUND. PROVIDE TACTILE CHARACTERS AND BRAILLE TEXT PER ICC/ANSI A111.1-2009 SECTION -103) 1-1. CONTRACTOR TO PROVIDE SIGN AT ALL ACCESS15LE ENTRANCES TO THE BUILDING REQUIRED 5Y I5C SECTION 1111.1-5. SIGNS TO PROVIDE 5/6" MIN. TACTILE CHARACTERS A50VE BRAILLE TEXT. SIGN TO HAVE LIGHT CHARACTERS OVER DARK BACKGROUND. (PER [CC/ANSI A-111.1-2009). 18, CONTRACTOR TO PROVIDE SIGN AT ALL ACCESS15LE ROOMS REQUIRED 5Y I5C SECTION 1111.1-4. 19, ALL METAL FASTENERS 4 HARDWARE IN CONACT WITH PRESSURE -TREATED LUMBER SHALL HAVE A CORROSION RESISTIVE COATING MEETING ASTM A153 - STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON 4 STEEL HARDWARE. ELECTRO-GALVANIZED FASTENERS SHALL NOT 5E USED. ALL CONSTRUCTION TO COMPLY WITH THE WASHINGTON STATE ENERGY CODE 1. WATER HEATERS MUST COMPLY WITH 198-1 NAECA, AND 5E SO LABELED. 2. CAULKING, SEALING AND WEATHERSTRIPPING ARE REQUIRED AROUND DOORS AND WINDOWS, BETWEEN FRAMING INTERSECTIONS SUCH AS WALLS AND FOUNDATIONS. PENETRATIONS FOR PLUMBING, WIRING AND DUCTING MUST ALSO 5E SEALED. 3. INSULATE HOT AND COLD WATER PIPES PER 2015 UPC SECTION &Owl 4. ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS MUST 5E SEALED AT BACK OF RECEPTACLE OR SEALED WITH FACE PLATE GASKETS. 5, SEAL RIM JOIST 5ETWEEN HEATED FLOOR WITH AIR /WATER BARRIER ON EXTERIOR 6, WHEN EXTERIOR WALL CAVATIES ARE FILLED WITH UNCOMPRESSED INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING. WIRING AND PLUMBING DO NOT COMPRESS INSULATION. PI FlR5T FLOOR PLAN SCALE: 1/8 " = 1 '— 0" ,NNING 7 APPROVED PLANNING SITE PLAN ONLY F-IN 15H SCHEDULE R00m WALLS CEILING; MILLUJO FLOORS NORTH SOUTH EAST WEST BASE VESTIBULE G51PT,OP G5,PT,OP G5,PT,OP G5,PT,OP TDC 3" RU55ER BASE LVP L055Y APT RESIDENTS G51PT,OP Grt5,PTOP G5,PT,OP G5,PT,OP TDC 3" RU55ER BASE LVP LEASING OFFICE FOR THE APTS G5lPTpP G51PTIOP GB PT P G51PTpp TDC 3" RU55ER BASE CT RISER W G5,PT - G5,PT G51PT OC - - ELEV W - - - - OC - - MAINT f21" I W/ 5ATH G51PT G5,PT e 5ATH ONLY - G5,PT m 5ATH ONLY OC 3" RU55ER BASE AT 5ATH ONL CFS AT 5ATH ONL MECH ELECT RM G5,PT G5,PT G5,PT GB,PT G51OP,PT 3" RU55ER BASE LVT STORAGE G51PT - G5,PT G5,PT G5,PT 3" RU55ER BASE LVT PARKING GARAGE - G5,PT - - OC - _ COMMERCIAL SUITE 100 G5,PT G5,PT GB,PT G5,PT OC - PER TENANT - PER TENANT - PER TENANT STAIRWAY 01 G51PT G51PT - - - 3" RUBBER BASE C STAIRWAY 02 -/G5,PT a INT -/G5,PT e INT -/G5,PT a INT - - 3" RU55ER BASE C WALL ONLY WALL ONLY WALL ONLY MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY FIBERBOARD 1. ALL CLOSETS FINISH w/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE. CFS CONCRETE FLOOR SEALED 2. WATER RESISTANT G5 AT WET WALLS IN 5ATH 4 KITCHEN OP ORANGE PEEL 3. ALL FINISHES SHOULD MEET REQUIREMENT CLASS "C" WITH ACCORDING TO IBC2018 CT CARPET TILE OC OPEN CEILING TA5LE 803.13. CS CONCRETE SLA5 SEALED GB GYPSUM 50'ARD PT PAINT TDC TILE DROPPED CEILING V VINYL LVT LAMINATE VINYL FLOORING LVP LUXURY VINYL PLAN GENERAL NOTES: REFER TO SHEET A-23 FOR WALL TYPES. FIRST FLOOR RLAN KEY NOTES: OOUTLINE OF FLOOR A50VE OPROPERTY LINE OEXISTING POWER POLE TO REMAIN OOVERHEAD POWERL INE OCONC. COL. PAINT TRAFFIC YELLOW TO 36" AFF. BIDDER DESIGNED SECURITY SCREEN O SHORING WALL. SEE STRUCTURAL PLANS FOR DESIGN OHEAT PUMP TO COMMERCIAL SPACE CD HEAT PUMP TO OFFICE/LOBBY AND EMR D 1-HR RATED ELEVATOR SMOKE DOOR PER 30063 ON MAGNETIC HOLD OPEN V V V i--��WO�WO�WO 0 do) tp tg c tg Q C, CV C4 1U N CV Cl �, Cr C, CrC; �t Cr Cr DRAWN: M CHECK: CID J05 NO: 19018 RESUB Mar 20 2024 DEVELOPMENT CITY OF EDMONDS SERVICES DEPARTMENT Z (P Z� o o � O W Z z J w s) ci, P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 SHEET: 2,1 OF: SHEETS m A B C D E F G H 1QQ1_/r 11 5'-0" " 5'-010-41/2" 21_ II � A g y-6* 1 N DS 4 W24 I UD41 04 W24 I W24 4 W26 � W26 W26 Q W26 U126 U)26 W26 U)26 W15 W26 W15 DS W26 W15 W15 U126 U115 WI4 W141 W14 WI4 14 U114 W14 U114 4 W14 W14 Wl W14 U114 U114 W14 WI4 WI5 W26 i � W14 U114 i 1 � r2O2 1 W157 L W25 W25 W25 W25 DECK W15W14 DECK Q W14 L W14A f 204 205 u� u7 203 STUDIO STUDIO L L O um2 �14U 1 BED 568 NSF 568 NSF 206 207 208 I Nt99 633 NSF STUDIO N 1 BED �I j L L 537 NSF STUDIO STUDIO 209 III F 768 NSF 568 NSF 568 NSF _ 1 BED r "!6 DW DW DW DW DW 633 NSF11 �I 2 I w/D 10 O O O O O W/D 1 2B E D 2 O O O O O ___ F DW ❑❑ RANGE RANGE W/H RANGE W/ W/ RANGE RANGE W/H 00 DW 780 NSF REF. REF. REF. FIREF. REF. T o o L D O RANGE / \ _ RANGE O r LE REF. - - J L - REF �� H/ °w .o U1 z I U1 0ILC w/H 0� w/H m O w/i i A ID 10 w/H N �I RANGE L U1 K �, U1 _ U1/ _ U1 K ❑ ' " ' " 'K " Oil U1 K K '--0'-1'0-011 r2'-2" 2-2C� -95- J I 1 U1 - H/ REF,�,D H sU1 REF. U1 /40ko 2-1-13 RANGE RANGE STUDIO 3 � 201 = 2 23 STUDIO REF. O L P Dw ❑❑ ❑❑ DW REF. 576 NSF 5 cr 6.4 _8, U� 576 NSF RFF REF. ANGE _ �% _ I RANGE o = RANGE W/D d) REF. :W/ 0 a K m m F1 7_7 [ILI � �L L 3 DW F 216 215 W K _s 1 217 1 BED 1 BED 214 K 13- -6' s STUDIO 724 NSF 724 NSF TU 10 1 4 -26 �N = 4 - 2 L U1 / REF \ U RANGE w/H L 34 TYP _ / m RFF. K- \I U1 _ 01 _ _-8. DALLSING O � � - - � I l 2 �Q RANGE O DN / W15 W20 W21 W22 W22 W22 W22 W21 00 °W 212 U7 1 EC r r d - U7 W14 11 ow W8 W1 U7 U7 IUS U�J14 U7 W/D 1 BED r 4 W14 L__j un5 m '� ❑❑ DW F I i �� _ IL ❑ Q Q Q ❑ REF. 0 W/D 751 NSF um 220 FW/D] � � _ DO C00 5 D /N RAN E 5 L 1 676 NSF F - REF. / DW I ❑ ❑ _ Un2 ❑ RA GE F-O I O DW W/H ❑ C4 1 E 3 CCD T >� Q Q 213 �Q _ m � ❑ � 218 -s. I I 1 BED 1 BED r s 725 N S I F_ _ _ _ _ _ 0 Q 743 NSF _ / 19 >� D I F FD FD � _0 u70 unL STUDIO L I aw- II III I L 3 m I 53 NSF A VE= Wlb �4>V1= I - I.� 6 � W15 �I I � unb 6 BE ow WI4 U w 23 I U7 W15 I4 �Q I Q DECK I I fEMEI E K Q W11 I / // dp 7 EL J 21 -2. 1/2" 1'- 10'-2" 81-101/2" 8'-91/2" 10'-3" 8'-0" -1'-4" 19'-0In" 21'-0" 19'-0" 1'-4" 8'-0" 10'-31, 3'-10" 4'-11" 6'-9" 5'-61/211 '-31 4/ 188' -/1111 UA CU GENERAL FLOOR PL.ANNOTES: UC 1. ALL D IMENS IONS SHOWN TO FACE OF FRAM ING/ FACE OF FOUNDATIONS. 2. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ANY CONFLICT(S) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR TO STARTING ANY WORK 3. DO NOT SCALE DRAWINGS. 4. CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT 4 FIXTURES FURNISHED 4 INSTALLED. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, LAVATORIES, CABINETS 4 CASEWORK, TOILET ACCESSORIES, CLOSET ACCESSORIES, STAIR 4 HANDRAILS, GAiRMENT HOOKS, GRAB BARS, PICTURES/ART WORK, HEADBOARDS, DOOR 4 FINISH HARDWARE AND ANY OTHER WALL 4 CEILING MOUNTED ITEMS. 5. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR NO ACT, DIRECTION, REVIEW, OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 6. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF ALL WORK EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACE ANY DAMAGE CAUSED BY HIS/HER WORK 1. CODES: ALL WORK SHALL BE PEiRFOiRMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES 4 REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR REGULATIONS. 6. QUALITY: WORKMANSHIP SHALL BE OF STANDARDS OF TRADES INVOLVED IN THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS 4 WARRANTY REQUIREMENTS. 9. COMPLY WITH THE IBC, IFC AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME PRODUCING DEVICES DURING CONSTRUCTION. 10. FIRE SPRINKLER SYSTEMS WITH 20 OR MORE SPRINKLERS SHALL BE ELECTRONICALLY SUPERVISED. 11. SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS. 12. PROVIDE APPROVED FIRE EXTINGUISHERS IN FULLY RECESSED CABINETS IN THE LOCATIONS NOTED ON THE PLANS. SEE DETAIL 12 ON SHEET A-6.4. 13. BY IBC SECTION 3005.3 THE ELEVATOR MACHINE ROOM SERVING A PRESSURIZED ELEVATOR HOIST WAY SHALL BE PRESSURIZED UPON ACTIVATION OF A HEAT OR SMOKE DETECTOR LOCATED IN THE ELEVATOR MACHINE ROOM. 14. CONTRACTOR TO PLACE SIGN AT ELEVATOR TO READ:"IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE EXIT STAIRS." THE SIGN IS TO INCLUDE TACTILE CHARACTERS. MOUNT SIGN SO THAT THE CHARACTERS ARE NOT LESS THAN 46" OR MORE THAN 60" ABOVE THE FLOOR SURFACE. 5/6" CHARACTER HEIGHT MIN. SIGNS TO INCLUDE LIGHT CHARACTERS OVER DARK BACKGROUND. PLACE BRAILLE LETTERS BELOW TACTILE TEXT. (PER ICC/ANSI 4111.1-20015 SECTION 103 AND IBC SECTION 3002.3) 15. CONTRACTOR TO PLACE TACTILE EXIT SIGN ADJACENT TO EACH DOORWAY INTO EXIT STAIRWAY. MOUNT SIGN SO THAT THE CHARACTERS ARE NOT LESS THAN 46" OR MORE THAN 60" ABOVE THE FLOOR SURFACE. SIGN TO BE LOCATED ON LATCH SIDE OF DOOR CHARACTERS TO BE LIGHT COLORED OVER DARK BACKGROUND. PLACE BRAILLE BELOW CORRESPONDING TEXT. TACTILE EXIT SIGN LOCATIONS ARE MARKED WITH ON THE PLANS. 16. CONTRACTOR TO PROVIDE SIGN AT EACH STAIR LANDING STATING CORRECT STORY, DIRECTION TO EXIT DISCHARCsE AND STATE " NO ROOF ACCESS", IF NO ACCESS IS PROVIDED. SIGN TO BE MOUNTED 48"-60" ABOVE LANDING WITH LIGHT CHARACTERS ON DARK BACKGROUND. PROVIDE TACTILE CHARACTERS AND BRAILLE TEXT PER ICC/ANSI 4111.1-200,B SECTION 103) 11. CONTRACTOR TO PROVIDE SIGN AT ALL ACCESSIBLE ENTRANCES TO THE BUILDING REQUIRED BY IBC SECTION 1111.1-5. SIGNS TO PROVIDE 5/6" MIN. TACTILE CHARACTERS ABOVE BRAILLE TEXT. SIGN TO HAVE LIGHT CHARACTERS OVER DARK BACKGROUND. (PER ICC/ANSI A-111.1-2009) 16. CONTRACTOR TO PROVIDE SIGN AT ALL ACCESSIBLE ROOMS REQUIRED BY IBC SECTION 1111.1-4. IS. ALL METAL FASTENERS 4 HARDWARE IN CONACT WITH PRESSURE -TREATED LUMBER SHALL HAVE A CORROSION RESISTIVE COATING MEETING ASTM 4153 - STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON 4 STEEL HARDWARE. ELECTRO-GALVANIZED FASTENERS SHALL NOT BE USED. ALL CONSTRUCTION TO COMPLY WITH THE WASHINGTON STATE ENERGY CODE 1. WATER HEATERS MUST COMPLY WITH 1981 NAECA, AND BE SO LABELED. 2. CAULKING, SEALING AND WEATHERSTRIPPING ARE REQUIRED AROUND DOORS AND WINDOWS, BETWEEN FRAMING INTERSECTIONS SUCH AS WALLS AND FOUNDATIONS. PENETRATIONS FOR PLUMBING, WIRING AND DUCTING MUST ALSO BE SEALED. 3. INSULATE HOT AND COLD WATER PIPES PER 2015 UPC SECTION 60S.11 4. ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS MUST BE SEALED AT BACK OF RECEPTACLE OR SEALED WITH FACE PLATE GASKETS. 5. SEAL RIM JOIST BETWEEN HEATED FLOOR WITH AIR /WATER BARRIER ON EXTERIOR 6. WHEN EXTERIOR WALL CAVATIES ARE FILLED WITH UNCOMPRESSED INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING. WIRING AND PLUMBING DO NOT COMPRESS INSULATION. (o U u SCALE: 1 /8" = 1'-0" UG UH FIN15H 6CHEIDULE ROOM UJALLS CEILINe MILLUJOFK FLOORS NORTH SOUTH EAST WEST 5ASE CORRIDOR G5,PT,OP W PT,OP GS,PT,OP GB,PT,OP G51PT1 3" RU55ER BASE CT STAIRWAY M - G5,PT,OP G5,PT,OP G51PT,OP GS,PT, 3" R1155ER BASE C STAIRWAY *2 G5,PT,OP G5,PT,OP G5,PT,OP G5,PT,OP GS,PT, 3" RUBBER BASE C MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY F15ER50ARD 1. ALL CLOSETS FINISH WAURZE SHELF AND ROD, UNLESS NOTED OTHERWISE. CFS CONCRETE FLOOR SEALED 2. WATER RESISTANT G5 AT WET WALLS IN BATH t KITCHEN OF ORANGE PEEL 3. ALL FINISHES SHOULD MEET REQUIREMENT CLASS "C" WITH ACCORDING TO I5C2018 CT CARPET TILE OC OPEN CEILING TA5LE 803.13. CS CONCRETE SLA5 SEALED G5 GYPSUM BOARD PT PAINT TDC TILE DROPPED CEILING V VINYL LVT LAMINATE VINYL FLOORING LVP LUXURY VINYL PLANK ul GENERAL NOTES: REFER TO SHEET A-2.3 FOR WALL TYPES. SECOND FLOOR PLAN Y NOTES: O1-HR MECHANICAL SHAFT OPROPERTY LINE CD EXISTING POWER POLE TO REMAIN OOVERHEAD POWERL INE (a)SLOPE SLAB MIN j" PER FT TO DRAIN, TYP. SEE DTL 23/A-6.4 02 O 1-HR RATED ELEVATOR SMOKE DOOR PER 3006.3 ON MAGNETIC HOLD OPEN CROSS SCQ FT C 1ST FLOOR= 16,419 GSF 2ND FLOOR= 15,412 GSF TOTAL = 31,891 GSF 0 0 O lu� O Lu o 0�0C1, m 0 o N Cq N CV l<: DRAWN: M CHECK: CP Joe NO: 19018 Z Z O�� 0 Z -D U- O (21 C- 1--1 0,L- cn Lu cn PIRSCHER ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 VIEW ACCEPTAN FOR COMP JANICE WITH THE APPLICAB E QNS� ON CODES IDENTIFIED BEL ® BUILDII IG ® STRUCTUR L ❑ MECHANICAL ❑ PLUMBING ❑ ELECTFIICAL ® ENERGY ® ACCES 31BILITY ❑ FIRE PLAN REVIE ACCEPTANCE OF DOCUME DOES NOT AUTHORIZE CONSTRUCTION VIOLATION OF ANY FEDER STATE, OR LOCAL REGULATIONS. BY: _�7G�. }'� )ATE: 11/15/ WEs t E;uAJ ► uuut: uuivSULTANTS, RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: I 2,2 S 3 F: SHEETS PROVIDE SIDE RAILING WHICH EXTENDS MIN. 30" ABOVE OPENING OR COPING TO / PROVIDE LOCK E HASP ® INTERIOR 4'-0"x4'-0" ROOF HATCH WPLADDER-UP" POST. TURN BASE FLASHING UP AROUND CURB. FRAMING MEMBERS AROUND AS REQUIRED, TYP. MIN. 14" WIDTH W/RUNGS MAX. 14" O.C. MIN. b" TOE SPACE. INTERMEDIATE LANDING EVERY 18' MAX. SEE DETAIL 11/A-8.4 r- 3 GOOF HATCH II _ I II 7120.021a ROOF KEYNOTES: CDROOFTOP MECHANICAL UNIT, BIDDER DESIGNED. SEE I/A-8.1 FOR TYPICAL MECHANICAL CURB DETAIL O4'x4' ROOF ACCESS HATCH, SEE DETAIL 3 THIS SHEET OPROPOSED LOCATION OF FUTURE INVERTERS FOR SOLAR PANELS. DESIGNATED AREA EQUALS 2 SF PER 1000 SF OF SOLAR ZONE AREA CDELEVATOR OVER -RUN OSOLAR READINESS AREA PER WSEC SECTION C411, PHOTOVOLTAIC INTERCONNECTION TO BE BIDDER DESIGNED, INTERCONNECTION OF THE FUTURE PHOTOVOLTAIC SYSTEM SHALL BE PROVIDED FOR AT THE MAIN SERVICE PANEL, EITHER AHEAD OF THE SERVICE DISCONNECTING MEANS OR AT THE END OF THE BUS OPPOSITE THE SERVICE DISCONNECTING MEANS, IN ONE OF THE FOLLOWING FORMS: A SPACE FOR THE MOUNTING OF A FUTURE OVERCURRENT DEVICE, SIZED TO ACCOMMODATE THE LARGEST STANDARD RATED OVERCURRENT DEVICE THAT IS LESS THAN 20 PERCENT OF THE BUS RATING. LUGS SIZED TO ACCOMMODATE CONDUCTORS WITH AN AMPACITY OF AT LEAST 20 PERCENT OF THE BUS RATING, TO ENABLE THE MOUNTING OF AN EXTERNAL OVERCURRENT DEVICE FOR INTERCONNECTION. THE ELECTRICAL CONSTRUCTION DOCUMENTS SHALL INDICATE THE FOLLOWING: SOLAR ZONE BOUNDARIES AND ACCESS PATHWAYSi LOCATION FOR FUTURE INVERTERS AND METERING EQUIPMENTi AND ROUTE FOR FUTURE WIRING BETWEEN THE PHOTOVOLTAIC PANELS AND THE INVERTER, AND BETWEEN THE INVERTER AND THE MAIN SERVICE PANEL. O60 MIL PVC ROOFING MEMBRANE OVER TAPERED RIGID INSULATION (WITH MINIMUM R-36 VALUE) SLOPED TO DRAIN, TYP AT FLAT ROOF. OSTANDING SEAM METAL ROOFING, TYP AT SLOPED ROOFS. CRICKET FOR POSITIVE SLOPE, TYP. CD OROOF SCREENING OF MECHANICAL UNIT , SEE DETAIL 22/A8B 11,914 SF 2S4 163 -182 212 456 242 336 336 241 411 16,06l SF X 40% = 6,421 SF OF SOLAR READINESS REQ'D 6,500 SF OF SOLAR READINESS AREA PROVIDED. SEE SHADED AREA ON ROOF PLAN A B C D E F G H I Sc TC GENERAL ROOF PLAN NOTES 1. GENERAL CONTRACTOR SHALL COORDINATE WITH TENANT AND DIFFERENT TRADES FOR LOCATION AND INSTALLATION OF ALL ROOF PENETRATIONS PRIOR TO INSTALLATION OF ROOF MEMBRANE. 2. CONTRACTOR TO COORDINATE ROOF CURBS FOR MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION OF EACH UNIT. 3. HVAC UNITS TO BE LOCATED AS INDICATED ON ROOF PLAN AND SHALL BE COORDINATED WITH STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO REVIEW POSSIBLE VARIATIONS FROM DESIGN PARAMETERS. 4. GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING PLUMBING AND SITE UTILITY CONTRACTORS TO INSURE THAT CONNECTIONS BETWEEN RAIN WATER LEADERS, STORM DRAIN SYSTEMS, BUILDING SANITARY AND SITE SEWER SYSTEMS ARE COMPLETED. 5. CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM ALL ROOF POINTS AND AROUND ROOF TOP EQUIPMENT. ANY AREAS WHICH DO NOT PROVIDE POSITIVE DRAINAGE SHALL BE CORRECTED BY USE OF CRICKETS, CANTS OR OTHER MEANS AND SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. SCALE: 1 /8" = 1'-0" 6. PROVIDE EXHAUST VENTS AS REQUIRED BY MECHANICAL PERMITS, SEE DETAIL 2/A-4.1 I. PROVIDE WASTE VENTS AS REQUIRED BY MECHANICAL PERMITS, SEE DETAIL 1/A-4.1 8. FOR ELECTRICAL AND GAS PIPE PENETRATIONS SEE DETAIL 34/A-5.1 S, ALL PARAPET COPINGS TO HAVE POSITIVE SLOPE BACK TO ROOF. ICE/I,UATER MEMBRANE TO BE RUN CONTINUOUS UNDER METAL COPINGS AND LAP OVER VERTICAL ROOFING OR SIDING AT TOP OF VERTICAL PARAPET SURFACES. 10 ALL COPING JOINTS TO HAVE STANDING SEAM JOINTS FOR STRAIGHT RUNS AND WELDED SEAMS AT ALL CORNERS, 11, ALL TYPE VB ROOF ASSEMBLIES SHALL BE PROVIDED WITH A MINIMUM CLASS C ROOF COVERING AS SPECIFIED IN 2016 IBC TABLE 1505.1. 1 ren FLASHING, INTO PIPE. E PLY ROOF ]ING OVER SHEET R LEAD. ROOF PENETRATION 31p=1 p Olp 7.620.053B R-38 RIGID INSULATION -EXHAUST JACK W/ RAIN HOOD MIN. 4" DIAMETER RIGID METAL W/ SMOOTH INTERIOR SUWACE. (DRAWN CORZWTED FOR CLARITY) -24 GA. GAL. SHT. MTL. ROOF JACK "S11 STRIP FLASHING 2 LAYERS ERR OF 5/8" TYPE "X" GWB (ALL FOUR SIDES) /` A -A TYPICAL BLOCKING FOR SHAFT TOP AND BOTTOM JLIET BALCONY BELOW / � 3 SCUPPER WITH DS TKO SPLASH BLOCK DS TO :.K 6 rr ' `111�ffJ--l�Vfr�./ 7C `4 E X I I / \ I I �1T VENT FOR COMPLIANCE WITH THE APPLICABLE FOR CODES IDENTIFIED BELOW. 311 = 11 _011 ® BUILDING ®STRUCTURAL ❑ MECHANICAL ❑ PLUMBING /_/t , .620.O�1A U ELECTRICAL J& ENLIKUY X ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, ORLOCAL REGULATIONS. BY: _ o� }�. )ATE: 11 /15/2023 WEs i uusw cuut cunSULTANTS, INC. UU z In w o C4 0��i 04 w o N04NC; N A 01) DRAWN: M CHECK: CID JOB NO: 19018 Z N O Co 07 (21 q cn z - O UU Z z u- _ � O 01 Lu 0 PIRSCHERI ARCHITECTSI CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 2,3 OF: SHEETS UNIT Zip SCALE: 1 /4" = 1'-0" FIN16H 6CHEIDULE ROOM WA L5 CEILING M11LLWOR< FLOOR5 NORTH SOUTH EAST WEST BASE LIVING GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,T'T 3" MDF BASEBOARD PAINTED C KITCHEN GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED LVT MASTER BEDROOM GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C BATH GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT LAUNDRY GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT MASTER CLOSET GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C PANTRY GB,PT,OP GB,T'T,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT CLOSET GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 311 RUBBER BASE LVT MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY FIBERBOARD 1. ALL CLOSETS FINISH w/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE, 2. WATER RESISTANT GB AT WET WALLS IN BATH 4 KITCHEN GB GYPSUM BOARD. OF ORANGE PEEL LVT LAMINATE VINYL FLOORING PT PANT V VINYL ENLARGED FLOOR PLAN NOTES: SEE SHEET A2.4 220 OmlO O l HMO NOMMINANImmillm 99 219 1 210 21-1 1 21ro UNIT KEY � D 2ND FLOOR 211 215 214 212 213 , WALL TYPE 'S' TYP, ALL FLOORS. FLOOR PENETRATIONS: REFER TO DETAIL 14/A-83 TYP. ALL LOCATIONS. FIRESTOFFING PROVIDE FIRESTOPPING AT EACH FIRE RATED WALL AND FLOOR/CEILING ASSEMBLY WHERE PENETRATIONS OCCUR PER THE 2010 IBC F I RESTOPP ING REQUIREMENTS. REFER TO DETAILS 15, 2g, 30, 31 ON SHEET A-83 FOR REQUIREMENTS. UNIT 21a SCALE: 1/4 1) = 1 '- 0" KEY NOTES: CD ELECTRICAL PANEL OLOW WALL TO 42 IIAF F. 2X(o STUDS AT 16 II O.G. SIM. WALL TYPE O BIDDER DESIGNED ALUMINUM JULIET BALCONY, -IWIDE x 12 DEEP, O 1- HR MECHANICAL SHAFT O3/411 x 12 PLYWOOD CAP WITH COUNTER FINISH AT TOP OF SHORT WALL PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ -�7IIa�T�� )ATE:11/15/2023 WE5► GUAS► GUUt GUNSULTANTS, INC. V V 0 0 � W Q m N 0 Cr o N'0NN a' DRAWN: M CHECK: CID JOB NO: 19018 %`— Z N 0 � � � m Z 0 1--1 L z al C- L P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 2.,l 0 OF: SHEETS a (D- R U1 J � NQ R A N KITCHEN 5 0 - � r BATI-IR 1g)r I 00 °W J u2 5 J M `t100, 8'-011 U8 WAD ~t U4 1'-1111 31_111 Iq M _C 220 M. CLOSET r 1 1 BED m 676 NSF �4 M N LIVING ROOM 5'-3 1/2" N ao M. BEDROOM r N g f L PATIO I Ln kmka 5'-31/2" L 5'-01/2" 7 1 J / I / 111 G II ROOF DRAIN / TO COL. BELOW A OUN I T 1 4 SCALE: f '-2' 1_Q11 5�_311 0 I ROOF DRAIN BEHIND TO COL. BELOW 220. 1/4 )) = 111- 0" 7 FIN 15H 5CHE E UL E ROOM WAL=L5 CEILING 1�IILLW0R< FL OCIR5 NORTH SOUTH EAST WEST BASE LIVING GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C KITCHEN GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GBAP,PT 311 MDF BASEBOARD PAINTED LVT MASTER BEDROOM GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C BATH GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GBAP,PT 3" RUBBER BASE LVT LAUNDRY GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 311 RUBBER BASE LVT MASTER CLOSET GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C PANTRY GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 311 RUBBER BASE LVT CLOSET GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY FIBERBOARD 1. ALL CLOSETS FINISH w/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE. 2. WATER RESISTANT GB AT WET WALLS IN BATH t KITCHEN GB GYPSUM BOARD. OF ORANGE PEEL LVT LAMINATE VINYL FLOORING P7 PAINT V VINYL � 3 UNIT 2le SCALE: , /4 • _ 1'-0" WALL TYPE IS' TYP, ALL FLOORS. FLOOR PENETRATIONS: REFER TO DETAIL 14/A-83 TYP. ALL LOCATIONS. FIRESTOFFING PROVIDE FIRESTOPPING AT EACH FIRE RATED WALL AND FLOOR/CEILING ASSEMBLY WHERE PENETRATIONS OCCUR PER THE 2010 IBC F I RESTOPP INCH REQUIREMENTS. REFER TO DETAILS 15, 2g, 30, 31 ON SHEET A-83 FOR REQUIREMENTS. ENLARGED FLOOR PLAN NOTES: SEE SHEET A2.4 201 1 1 1 1 1 1 1 1 r 211 21-7 1 216 1 1 215 1 214 219 1 215 L _J 213 UNIT KEY NJ 2 ND FLOOR KEY NOTES: O ELECTRICAL PANEL OLOW WALL TO 42 IIA.F.F. 2X6 STUDS AT froII O.C. SIM. WALL TYPE O3 BIDDER DESIC-sNED ALUMINUM JULIET BALCONY, -IWIDE x 12 DEEP. O4 1- HR MECHANICAL SHAFT O3/411 x 12 PLYWOOD CAP WITH COUNTER FINISH AT TOP OF SHORT WALL 212 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ -�7IIa�T�� )ATE:11/15/2023 WE5► GUAS► GUUt GUNSULTANTS, INC. U U 00 �� o lumLuz�zi�i O Lu o 04 m N 0 11 C*4 o N A N Cr <r cv A a' DRAWN: M CHECK: CID JOB NO: 19018 v! z O z O O C- L"O P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 2,11 OF: SHEETS V M CLOSET = ll) Cwl g m - 34 C -8. m U6 W�� AUND 1' U3 %D ( 61 _ 21 TYP -8. DEMISING U3 C U1 `�' �4 ' WALL ,-� 6 9 1/2 8 -2 1/2' = 22 -8. LIVING ROOM &'-8 1/2" � M g U7 201 RE Ml - = m STUDIO - ' 576 NSF KITCHEN pi m 3 RANGE R E F. = BATHR C M J1 O - C UE1 0 m ME C:HAN I CAL SHAFT WALL TYPE 'S' T`I'P, ALL FLOORS. FLOOR PENETRATIONS: REFER TO DETAIL 14/A-83 TYP, ALL LOCATIONS. F I RE STOPP INCH PROVIDE FIRESTOPPING AT EACH FIRE RATED WALL AND FLOOR/CEILING ASSEMBLY WHERE PENETRATIONS OCCUR PER THE 2010 IBC F I RESTOPP INCH REQUIREMENTS. REFER TO DETAILS 18, 2S, 30,31 ON SHEET A-83 FOR REQUIREMENTS. UNIT 201 L__ L_ SCALE: 1/4 " = 1'-0" zroz zros zmd 205 206 207 zms zog zim zmi zu KEG NOTES: O1 ELECTRICAL PANEL CDLOW WALL TO 42 IIA .F F. 2X6 STUDS AT 16 II O.C. SIM. WALL TYPE O3 BIDDER DESIGNED ALUMINUM JULIET BALCONY. -1WIDE x 12 DEEP. O4 1-HR MECHANICAL SHAFT CD3/4" x 12 PLYWOOD CAP WITH COUNTER FINISH AT TOP OF SHORT WALL 220 219 1 215 21i 1 216 OUNIT KEY Np")a2ND FLOOR ENLARGED FLOOR PLAN NOTES: 215 1 214 213 212 1. ALL DIMENSIONS SHowN TO FACE OF FRAMING/ FACE OF FOUNDATIONS. 2. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ANY CONFLICT(S) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR TO STARTING ANY WORK 3. DO NOT SCALE DRAWINGS. 4. CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT 4 FIXTURES FURNISHED 4 INSTALLED. 5. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, LAVATORIES, CABINETS 4 CASEWORK, TOILET ACCESSORIES, CLOSET ACCESSORIES, STAIR 4 HANDRAILS, GARMENT HOOKS, GRAB BARS, PICTURES/ART WORK, HEADBOARDS, DOOR 4 FINISH HARDWARE AND ANY OTHER WALL 4 CEILING MOUNTED ITEMS. 6. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR. NO ACT, DIRECTION, REVIEW, OR OBSERVATION OF ANY SYSTEMS OR METHODS OF: THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF ALL WORK. EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACE ANY DAMAGE CAUSED BY HIS/HER WORK. 8. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES 4 REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR REGULATIONS. 9 QUALITY: WORICIANSHIP SHALL BE OF STANDARDS OF TRADES INVOLVED IN THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS 4 WARRANTY REQUIREMENTS. 10. COMPLY WITH THE IBC, IFC AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME PRODUCING DEVICES DURING CONSTRUCTION. 11. NOT USED. 12. FIRE SPRINKLER SYSTEMS WITH 20 OR MORE SPRINKLERS SHALL BE ELECTRONICALLY SUPERVISED. 13. SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS. 14. PROVIDE APPROVED FIRE EXTINGUISHERS IN FULLY RECESSED CABINETS IN THE LOCATIONS NOTED ON THE PLANS, SEE DETAIL 4 ON SHEET A-83. 15. BY IBC SECTION 30053 THE ELEVATOR MACHINE ROOM SERVING A PRESSURIZED ELEVATOR HOIST WAY SHALL BE PRESSURIZED UPON ACTIVATION OF A HEAT OR SMOKE DETECTOR LOCATED IN THE ELEVATOR MACHINE ROOM. 16. CONTRACTOR TO PLACE SIGN AT ELEVATOR TO READ:"IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE EXIT STAIRS." THE SIGN IS TO INCLUDE TACTILE CHARACTERS. MOUNT SIGN SO THAT THE CHARACTERS ARE NOT LESS THAN 48" OR MODE THAN 60" ABOVE THE FLOOR SURFACE. 5/6" CHARACTER HEIGHT MIN. SIGNS TO INCLUDE LIGHT CHARACTERS OVER DARK BACKGROUND. PLACE BRAILLE LETTERS BELOW TACTILE TEXT. (PER [CC/ANSI AIIIJ-200S SECTION 103 AND IBC SECTION 30023). 1-1. CONTRACTOR TO PLACE TACTILE EXIT SIGN ADJACENT TO EACH DOORWAY INTO EXIT STAIRWAY. MOUNT SIGN SO THAT THE CHARACTERS ARE NOT LESS THAN 48" OR MORE THAN 60" ABOVE THE FLOOR SURFACE. SIGN TO BE LOCATED ON LATCH SIDE OF DOOR. CHARACTERS TO BE LIGHT COLORED OVER DARK BACKGROUND. PLACE BRAILLE BELOW CORRESPONDING TEXT. TACTILE EXIT SIGN LOCATIONS ARE MARKED WITH ON THE PLANS. 16. CONTRACTOR TO PROVIDE SIGN AT EACH STAIR LANDINGS STATING CORRECT STORY, DIRECTION TO EXIT DISCHARGE AND STATE " NO ROOF ACCESS", IF NO ACCESS IS PROVIDED. SIGN TO BE MOUNTED 48"-60" ABOVE LANDING WITH LIGHT CHARACTERS ON DARK BACKGROUND. PROVIDE TACTILE CHARACTERS AND BRAILLE TEXT PER ICC/ANSI All-1.1-20M SECTION -103). 19. CONTRACTOR TO PROVIDE SIGN AT ALL ACCESSIBLE ENTRANCES TO THE BUILDING REQUIRED BY IBC SECTION IIIIJ-5, SIGNS TO PROVIDE 5/6" MIN. TACTILE CHARACTERS ABOVE BRAILLE TEXT. SIGN TO HAVE LIGHT CHARACTERS OVER DARK BACKGROUND. (PER ICC/ANSI A-11-IJ-200S) 20. CONTRACTOR TO PROVIDE SIGN AT ALL ACCESSIBLE ROOMS REQUIRED BY IBC SECTION 1111.1-4. 21. ALL METAL FASTENERS 4 HARDWARE IN CONACT WITH PRESSURE -TREATED LUMBER SHALL HAVE A CORROSION RESISTIVE COATING MEETING ASTM A153 - STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON 4 STEEL HARDWARE. ELECTRO-GALVANIZED FASTENERS SHALL NOT BE USED. 22. HOT WATER TANK TO BE INSTALLED ON A DRIP PAN, 23. WASHER TO BE INSTALLED ON A DRIP PAN ALL CONSTRUCTION TO COMPLY WITH THE WASHINGTON STATE ENERGY CODE 1. WATER HEATERS MUST COMPLY WITH IW-I NAECA, AND BE SO LABELED. 2. CAULKING, SEALING AND WEATHERSTRIPPING ARE REQUIRED AROUND DOORS AND WINDOWS, BETWEEN FRAMING INTERSECTIONS SUCH AS WALLS AND FOUNDATIONS. PENETRATIONS FOR PLUMBING, WIRING AND DUCTING MUST ALSO BE SEALED. 3. NOT USED. 4. INSULATE HOT AND COLD WATER PIPES PER IPC 60-15 5. ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS MUST BE SEALED AT BACK OF RECEPTACLE OR SEALED WITH FACE PLATE GASKETS. 6. SEAL RIM JOIST BETWEEN HEATED FLOOR WITH AIR /WATER BARRIER ON EXTERIOR -1. WHEN EXTERIOR WALL CAVATIES ARE FILLED WITH UNCOMPRESSED INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING. WIRING AND PLUMBING DO NOT COMPRESS INSULATION CONSTRUCTION MATERIAL MUST COMPLY WITH LEED ENVIRONMENTALLY PREFERABLE PRODUCTS S. SEE A-0.4 LEED UNIT 202 SCALE: 1 /4' = 1 '- 0" F-IN15H 5CHEDULE ROOM WALLS CELINGs MILLUJO ®® � NORTH SOUTH EAST WEST BASE LIVING GB,PT,OP G5lPT,OP GB,PTOP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C KITCHEN GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED LVT MASTER BEDROOM GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C BATH GB,PTOP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT LAUNDRY GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GBH 311 RUBBER BASE LVT MASTER CLOSET GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C PANTRY GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT CLOSET GB,PTOP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT MATERIAL REFERENCE: NOTE: C CAST MDF MEDIUM DENSITY FIBERBOARD 1. ALL CLOSETS FINISH w/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE. 2. WATER RESISTANT GB AT WET WALLS IN BATH 4 KITCHEN GB GYPSUM BOARD. OP ORANGE PEEL LVT LAMINATE VINYL FLOORING PT PAINT PLAN REVIEW ACCEPTA CE FOR COMPLIANCE WITH THE APPLIC BLE CONSTRUCTION CODES IDENTIFIED B ® LOW. BUILDING ®STRUCT RAIL MECHANICAL � PLUMBIN ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: _ -�7IIa�T�� )ATE:11/15/2023 WE5► GUAS► GUUt GUNSULTANTS, INC. uu 00 �� 6 TT Lu 61�61�, m N 0 w o cl C4 a' DRAWN: M CHECK: CID JOB NO: 19018 VJ V ! z v J C� L � O DiL' r P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 7A 2 o OF: SHEETS UN1T 203. SCALE: 1 /4" = 1'-0" F IN 1 5H 5CHE D UL E BOOM UJALL3 CEILING MILLUJORIC FLOORS NORTH SOUTH EAST WEST BASE LIVING GS,PT,OP G5,PT,OP G5,PT,OP G5prOP GS,OP,PT 3" MDF 5ASE50ARD PAINTED C KITCHEN GS,PT,OP G5,PT,OP G5,PT,OP G5,PT,OP GS,OP,PT 3" MDF 5ASE50ARD PAINTED LVT MASTER 5EDROOM G5,PT,OP G5,PT,OP G5,PT,OP G5,PT,OP G5,OP,PT 3" MDF 5ASE50ARD PAINTED C 5ATH G5,PT,OP G5,PT,OP G5,PT,OP G5prOP GS,OP,PT 3" F4155ER BASE LVT LAUNDRY GS,PT,OP G5,PT,OP G5,PT,OP G5,PT,OP G5,OPPT 311 RUBBER BASE LVT MASTER CLOSET GS,PT,OP G5,PT,OP G5,PT,OP G5,PT,OP G5,OP,PT 3" MDF 5ASE50ARD PAINTED C PANTRY GS,PT,OP G5,PT,OP G5,PT,OP G5,PT,OP G5,OP,PT 3" F4155ER BASE LVT CLOSET GS,PT,OP G5,PT,OP G5,PT,OP G5prOP GS,OP,PT 3" RU55ER BASE LVT MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY P15ER50ARD 1. ALL CLOSETS FINISH w/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE. 2. WATER RESISTANT G5 AT WET WALLS IN 5ATH E KITCHEN G5 GYPSUM BOARD. OF ORANGE PEEL LVT LAMINATE VINYL FLOORING Pi PAINT V VINYL 220 .UN 1T 24 SCALE: 1/4 11 = 1'-0" O m 0 9 /I /I ' /I /I i /I O ; /I 21-1 1 21ro I I 215 1 214 219 1 215 L J 213 �UNIT KEY N752ND FLOOR MECHANICAL SHAFT WALL TYPE 'S' T`I'P, ALL FLOORS. FLOOR PENETRATIONS: REFER TO DETAIL 14/A-5.3 T`1'P. ALL LOCATIONS. F I RE STOPP ING PROVIDE FIRESTOPPING AT EACH FIRE RATED WALL AND FLOOR/CE IL INGx ASSEMBL`I' WHERE PENETRATIONS OCCUR PER THE 2015 18C F I RESTOPP INCH REQUIREMENTS. REFER TO DETAILS 15, 2g, 30, 31 ON SHEET A-5.3 FOR REQUIREMENTS. O ELECTRICAL PANEL OLOW WALL TO 4211AF F. 2X6 STUDS AT 16 II O.G. SIM. WALL TYPE O3 SIDDER DESIGNED ALUMINUM JULIET 5ALCON`1'. -IWIDE x 12 DEEP, O4 1- HR MECHANICAL SHAFT O3/411 x 12 PLYWOOD CAP WITH COUNTER FINISH AT TOP OF SHORT WALL F li'-3 1/2" 12'-3 1/2" 51-011 S 1/2" 11-011 2'-31/2' I I 3 205 STUDIO 568 NSF L LIVING ROOM ol lo U6 M D El KITCHEN 10 RANGE LAU RY W/H REF. M N 0 M1 �, U2 U3 5'-2" K LOOET J BATHROOM 1 K - � L iG 9'—S 1/2" 2'-6" 2'-1" 2'—CJ 1/2" 12'-3 1/2" lo 4'-10 1/2" 41 -79 o UNIT 20�7. SCALE: 1 /4" = 1'-0" ENLARGED FLOOR PLAN NOTES: SEE SHEET A2.4 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ -�7IIa�T�� )ATE:11/15/2023 WEB► GUAS► GUUt GUNSULTANTS, INC. U U 00 �� Lu o 0 -4 m 0 ,_u o clANCr (' DRAWN: M CHECK: CID JOB NO: 19018 C� z z C� V P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 17 A 5 1 2 o OF: SHEETS UNIT 20(o- SCALE: 1/4 " = 1'-0" FIN15H 5CHEDULE ROOM` WALL& CEILING MILLWORK FL=OOR5 NORTH SOUTH EAST WEST BASE LIVING GB,PTpP GB,PT,OP GB,PTpP GB,PTOP GB,OP,PT 311 MDF BASEBOARD PAINTED C KITCHEN GB,PTOF GB,PTpP GB,PTOF GB,PTOP GBpP,PT 311 MDF BASEBOARD PAINTED LVT MASTER BEDROOM GB,PT OF GB,PTpP GB,PT OF GB,PT OP GB,OP,PT 3" MDF BASEBOARD PAINTED C BATH GB,PTpP G5pT,OP GzB,PT,OP G5lPT,OP G5,OP,PT 311 RUBBER BASE LVT LAUNDRY GB,PTpP GB,PTpP GB,PTOF GB,PTpP GBpPPT 3" RUBBER BASE LVT MASTER CLOSET GB,PT OF GB,PT OF GB,PTpP GB,PT OP GB,OP,PT 3" MDF BASEBOARD PAINTED C PANTRY GB,PTpP GB,PT OF GB,PT OF GB,PTpP GB,OP,PT 3" RUBBER BASE LVT CLOSET GB,PTpP GB,PT,OP GB,PTOF GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY FIBERBOARD 1. ALL CLOSETS FINISH w/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE. GB GYPSUM BOARD. OF ORANGE PEEL 2. WATER RESISTANT GB AT WET WALLS IN BATH 4 KITCHEN LVT LAMINATE VINYL FLOORING PT PAINT V VINYL 220 F ol 4'-10 1/2" 12'-3 1/2" 1'-51/2" P-01/2" 3'-511 5'-111 31_�11 31_�f 11 I I 207 STUDIO 568 NSF L L I VI ROOM 2' -011 U6 DW Kf TCI-4EN L,4UNDR1' 10 Jl W/ RANGE REF. M LQSET - U3 N 5' 211 J BAT1-IR T11��l 2'-9 1/2112'-111 2'-1" 'V-8 1/2" ol 4'-10 1/2" 12'-3 1/211 fl F 'UNIT 201 SCALE: 1 /4" = 1'-0" 99 211 1 21�o I I 21E 1 214 21S 1 215 L, J 213 UNIT KEY NU 2ND FLOOR F_MEC:HANlC:AL SHAFT 211 RE 212 WALL TYPE IS' T`I'P, ALL FLOORS. FLOOR PENETRATIONS: REFER TO DETAIL 14/A-8.3 T`I'P, ALL LOCATIONS. F I RE STOPP ING PROVIDE FIRESTOPPING AT EACH FIRE RATED WALL AND FLOOR/CEILING ,ASSEMBLY WHERE PENETRATIONS OCCUR PER THE 2016 I5C FIRESTOPPING REQUIREMENTS. REFER TO DETAILS 16, 2% 30,31 ON SHEET A-6.3 FOR REQUIREMENTS. KEY NOTES: CD ELECTRICAL PANEL OLOW WALL TO 42" A.F.F. 2X& STUDS AT 16" O.C. SIM. Iu,ALL TYPE O3 SIDDER DESIGNEDALUMINUM JULIET 5,ALCON`I'. '1WIDE x 12 DEEP. �4 1- HR MECHANICAL SHAFT O3/411 x 12 PLYWOOD CAP WITH COUNTER FINISH SAT TOP OF SHORT WALL UNIT 200� SCALE: 1 /4" = 1'-0" N N N Z O p U o0 z UN a 1i 0 N Q cn U U 00 �� o 000 Lu N CAu C14 oNAN� 4 Al m m DRAWN: M CHECK: CID JOB NO: 19018 cn z O � z O z C� C, O � C� Z O z �--L o Z L 1211=014151 ARCHITECTSI CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: Ir 2.,& OF: SHEETS UNIT 211 SCALE: 1 /4" = 1'-0" UNIT 210 SCALE: 1 /4" = 1 '- 0" F-IN 15H 5CHE D UL E ROO1*I UJALL=5 CEILING MILLUJORK FLOORS NORTH SOUTH EAST WEST BASE LIVING GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C KITCHEN GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED LVT MASTER BEDROOM GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C BATH GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT LAUNDRY GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT MASTER CLOSET GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C PANTRY GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 311 RUBBER BASE LVT CLOSET GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 311 RUBBER BASE LVT MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY FIBERBOARD 1. ALL CLOSETS FINISH w/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE. 2. WATER RESISTANT GB AT WET WALLS IN BATH 4 KITCHEN GB GYPSUM BOARD. OF ORANGE PEEL LVT LAMINATE VINYL FLOORING P7 PAINT V VINYL MECHANICAL 6HAFT WALL TYPE IS' T`I'P, ALL FLOORS. FLOOR PENETRATIONS: REFER TO DETAIL 14/A-8.3 T`I'P. ,ALL LOCATIONS. F I RE STOPP ING PROVIDE FIRESTOPPING AT EACH FIRE RATED WALL SAND FLOOR/CEILING ,ASSEMBLY WHERE PENETRATIONS OCCUR PER THE 2015 IBC FIRESTOPPING REQUIREMENTS. REFER TO DETAILS 10, 29, 30, 31 ON SHEET ,A-53 FOR REQUIREMENTS. 220 Rw 219 1 210 ENLARGED FLOOR PLAN NOTES: SEE SHEET A2.4 21-1 1 216 UNIT KEY NJ 2ND FLOOR KEY MOTES: 211 2I5 214 7212 213 O ELECTRICAL PANEL OLOW WALL TO 4211A4 .F F. 2X6 STUDS AT 16" O.C. S IM. WALL TYPE CDBIDDER DESIGNEDALUMINUM JULIET BALCONY. rt WIDE x 12 DEEP, CD1- HR MECHANICAL SHAFT O3/411 x 12 PLYWOOD CHAP WITH COUNTER FINISH AT TOP OF SHORT WALL PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ -�7IIa�T�� )ATE:11/15/2023 WE5► GUAS► GUUt GUNSULTANTS, INC. V V 0 0 � W Q m N 0 Cr o N'0NN a' DRAWN: M CHECK: CID JOB NO: 19018 cn z - My d C� Ci Z ulo u- P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 1A 2,1 OF: SHEETS ENLARGED FLOOR PLAN NOTES: SEE SHEET A2.4 G 25'-8 V2" 4'-4" 16-41/2" lo 2'-21/2" 3'-6" 5'-21/2" 2'-111/2" 4'-6" lo K W/H 1'-10 1/2" U1 4 CL4�S L U10 LAUNDRY L L > 10(3 W/D M U2 FEF1BATHROOM EF. J 3'-0 1/2' 1'-8" 5' 2" KITCHEN RANE j 19 U9 P HL J1 ° I 0 LDW J - U4 C-, lo M. CLOSET 0 5 2 m M 213 1 BED 1 743 NSF LIVING ROOM m J M. BEDROOM ABOVE Q U7 f � DECK m I �II 3'-0" 4'-4" 4'-6" 2'-11" 5'-21/2" 5'-01/2" �'-4" 18'-3" 25'-1" .UNIT 213 SCALE: FIN 15H 5CHE D UL E ROOM WALLS CEILING MILLWORK FLOORS NORTH SOUTH EAST WEST BASE LIVING GB,PT,OP GB,PT,OP GB,T'T,OP C15FT,OP GB,OP,PT 3" MDF BASEBOARD PAINTED C KITCHEN GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GBAPpr 3" MDF BASEBOARD PAINTED LVT MASTER BEDROOM GB,PT,OP GB,PT,OP GB,PT,OP GB,PTIOP GB,OP,PT 3" MDF BASEBOARD PAINTED C BATH GB,PT,OP GB,T'T,OP GB,PT,OP C15 PT,OP GBAPpr 3" RUBBER BASE LVT LAUNDRY G5'PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT MASTER CLOSET GB,PT,OP GB,PT,OP GB,PT,OP GB,PTIOP GB,OP,PT 3" MDF BASEBOARD PAINTED C PANTRY GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT CLOSET GB,PT,OP GB,PT,OP GB,PT,OP GB,PT,OP GB,OP,PT 3" RUBBER BASE LVT MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY FIBERBOARD 1. ALL CLOSETS FINISH w/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE. GB GYPSUM BOARD. OF ORANGE PEEL 2• WATER RESISTANT GB AT WET WALLS IN BATH t KITCHEN LVT LAMINATE VINYL FLOORING P7 PAINT V VINYL 1 /4" = 1 ' — 0" A SCALE: 1 /4" = 1'-0" MECHANICAL SHAFT WALL TYPE 'S' TYP, ALL FLOORS. FLOOR PENETRATIONS: REFER TO DETAIL 14/A-8.3 TYP. ALL LOCATIONS. FIRESTOPPING PROVIDE FIRESTOPPING AT EACH FIRE RATED WALL AND FLOOR/CE [LING ASSEMBLY WHERE PENETRATIONS OCCUR PER THE 2010 IBC FIRESTOPPING REQUIREMENTS. REFER TO DETAILS 15, 29, 30, 31 ON SHEET A-83 FOR REQUIREMENTS. 220 0010 0 o o, o os o- of 201 1 1 1 1 1 1 1 1 r 211 21-11 216 I 1 21E7 1 214 219 1 210 L J 213 OUNIT KEY ND2ND FLOOR KEPI' NOTES: O ELECTRICAL PANEL OLOW WALL TO 42 IIA.F.F. 2X(o STUDS AT froII O.C. SIM. WALL TYPE O BIDDER DESIGNED ALUMINUM JULIET BALCONY, -IWIDE x 12 DEEP. O4 1- HR MECHANICAL SHAFT O3/411 x 12 PLYWOOD CAP WITH COUNTER FINISH AT TOP OF SHORT WALL 212 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ -�7IIa�T�� )ATE:11/15/2023 WE5► GUAS► GUUt GUNSULTANTS, INC. uu 00 �� Lu o 0040C, m 0 o N A N <r cv A a' DRAWN: M CHECK: CP JOB NO: 19018 %_ Q O � 1--10 P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: � o OF: SHEETS E 23'-11 " 12'-t t/2" 11'-0" 11 3'-11/2" 9'-11/2" K �4 K N EF. u1 CLOSET KITCHEN RANGE 60 M U9 15ATHR00 J L 7 0 _ DW 00 U2 N J 2 W1 8 L 0" 4�� '-lo U4 M — N' M. CLOSET 216 C4 1 BED 724 NSF M 1 J ol LIVING ROOM 34 8 M. 5 ROOM T`r'P DEMISING WALL L I U7 Q Q __jI M>< < PATIO / ol 5'-1" 4'—S I/2" 4'-6 1/2" 2'-3" V-11" 12'-11/2" ol 61/2" 23'-11 " 0 UN I T 21 (o— SCALE: 1/4 yy = 1'-0" 2m FIN16H 6CHEIDULE ROOM WALLS CEILING MILLWOR< FLOOR5 NORTH SOUTH EAST WEST 5ASE LIVING G5,PT,OP G51PT,OP G51PT,OP G5,PTOP G51OF,PT 3" MDF 5ASE50ARD PAINTED C KITCHEN GB,PT,OP G51PT,OP G51PT,OP GB,PT,OP G5,OP,PT 3" MDF 5ASE50ARD PAINTED LVT MASTER 5EDROOM G5pr OP GB,PT,OP GB,PT,OP G5,PT,OP G510P,PT 3" MDF 5ASE50ARD PAINTED C 5ATH G5'PT,OP G5,PT,OP G5,PT,OP G5,PT,OP G5,OFpT 3" RU55ER BASE LVT LAUNDRY G5prOP GB,PT,OP GB,PT,OP G5,PT,OP G5lOFpT 3" RU55ER BASE LVT MASTER CLOSET G5,PT,OP GB,PT,OP GB,PT,OP G5,PT,OP G510P,PT 3" MDF 5ASE50ARD PAINTED C PANTRY G5,PT,OP GB,PT,OP GB,PT,OP G5,PT,OP G5,OFpT 3" RU55ER BASE LVT CLOSET G5' PT,OP G5,PT,OP G5,PT,OP G5,PT OP G51OF,PT 3" RU55ER BASE LVT MATERIAL REFERENCE: NOTE: C CARPET MDF MEDIUM DENSITY FIBERBOARD 1. ALL CLOSETS FINISH w/WIRE SHELF AND ROD, UNLESS NOTED OTHERWISE. G5 GYPSUM BOARD. OP ORANGE PEEL 2, WATER RESISTANT G5 AT WET WALLS IN 5ATH 4 KITCHEN LVT LAMINATE VINYL FLOORING PT PAINT V VINYL 12'-1 1/2ol " 9'-1 1/2° 1-10 1 " 3'-1 1211 31_511 51_�II K K - K REFS ;0. W N1 U1 X.0 U5 K RANGE M v KITCHEN 15ATHR 610- ooDW L 9 2(D-/ J U8 W/D U4 215 M. CLOSET 1 BED 724 NSF 1 rt 1/2" J LIVING M. BEDROOM Q Q I 4'—S I/2" 5_111 00. 11'-0" lo 12'-1 1/2" ol 2 '-1 1/2" lo 6 F UNIT 215. SCALE: 1/4 )7 = 1'-0" ENLARGED FLOOR PLAN NOTES: SEE 5044MET A2.4 220 1-1'-1" ol 14'-10 1/2" 2'-2 1/2' 2'-S 1/2" v 4'-1" K K K (�W/H - ° 5ATHR00 J U3 U2 - 0 M °N J1 M M�VN REF. RANGE U3 KITCHEN W/D M 1 D W us M 71 214 STUDIO 526 NSF STUDIO U7 L f o 2'-1" 4'—lo" V-51/2" 4'_41I 0. 14'-10 1/2" 2ol '_1" 16'-11 1/2" UNIT 21.4 SCALE: 1/4 )) = 1'-0" 21-1 1 216 1 1 215 1 214 219 1 216 OD UNIT KEY N D 2ND FLOOR ME C:HAN I CAL 6HAF I 213 211 WALL TYPE 'S' T`I'P, ALL FLOORS. FLOOR PENETRATIONS: REFER TO DETAIL 14/A-03 TYP, ALL LOCATIONS. F I RE STOPP ING PROVIDE FIRESTOPPING AT EACH FIRE RATED WALL AND FLOOR/CEILING ASSEMBLY WHERE PENETRATIONS OCCUR PER THE 2010 IBC F I RESTOPP ING REQUIREMENTS. REFER TO DETAILS 18, 2S, 30,31 ON SHEET A-8.3 FOR REQUIREMENTS. KEG NOTES: 212 O1 ELECTRICAL PANEL OLOW WALL TO 42 "A1=1=. 2X6 STUDS AT 16" O.C. SIM. WALL TYPE O3 BIDDER DESIGNED ALUMINUM JULIET BALCONY. -1WIDE x 12 DEEP. O4 1- HR MECHANICAL SHAFT O3/4" x 12 PLYWOOD CAP WITH COUNTER FINISH AT TOP OF SHORT WALL PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ -�7IIa�T�� )ATE:11/15/2023 WEB► GUAS► GUUt GUNSULTANTS, INC. uu o lumLuz�zi�i O Lu o 6104 �00, m N 0 o N N DRAWN: M CHECK: CP J05 NO: 19018 cn Z C� V 1--10 Z O P I R S C H E R I A R C H I T E C T S I CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 17A 29 o OF: SHEETS KEYNOTES & LEGEND - 1ST FLOOR 10 CONCRETE COLUMN, TYP 20 EXTERIOR SOFFIT BELOW CONDITIONED FLOOR SPACE. PROVIDE R-30 CLOSED CELL SPRAY FOAM INSULATION, TYP 30 AREA OF ROOF DECK ABOVE CONDITIONED FLOOR SPACE ® R-30 RIGID INSULATION, TYP. Q R-49 RIGID INSULATION, TYP A B C D E I A6. (D- B rF9 25001b —6. L 4 1 GWB DROPPED CEILING AT LOBBY, VESTIBULE, OFFICE 1 GWB DROPPED CEILING AT LOBBY, VESTIBULE, OFFICE I 5 � MECH/ L — — — — — — — J � ELECT RM F7 � F7 � � � FO I FO � FO M_ ❑� � R-30 RIGID INSULATION BELOW PT SLAB 3 1 R-30 RIGID INSULATION MAINT RM BELOW PT SLAB F5 F11 UP 1 =e- 0 F7 UP MACHINE RM F7 RISER RM ILL F3 F3 F1 F14 F3 F3 ' I F3 I F3 DS I UP u F8 REFLECTED CEILING PLAN NOTES: 1. LIGHTING SYSTEM CIRCUITING AND SWITCHING IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 2. MECHANICAL SYSTEM IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS. 3. NOT IN USE. 4. ALL 2ND FLOOR EXHAUST VENTING FOR ALL UNITS TO BE EXHAUSTED THROUGH THE ROOF UNLESS OTHERWISE NOTED. SEE ROOF PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO GANG EXHAUST VENTS TOGETHER TO MINIMIZE ROOF PENETRATIONS. 5. NOT IN USE. 6. ALL DUCTWORK SHALL BE RIGID SHEET METAL INSULATED PER CODE. 7. VERIFY LOCATION OF BATHROOM EXHAUST FAN WITH ARCHITECT BEFORE INSTALLATION. SEE DETAIL 3/A-4.15 FOR TYP. BATHROOM FAN DETAILS. 8. CONTRACTOR TO PROVIDE BOOSTER FANS FOR ALL DRYER AND KITCHEN EXHAUST FANS IF REQUIRED. ADVISE OWNER OF REQUIREMENTS IN BID. NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS TO AVOID CONFLICTS. � LIGHTENING AT COMMERCIAL SPACE FOR INSPECTION ONLY. ADDITIONAL LIGHTENING INFORMATION WILL PROVIDED AT SEPARATE PERMIT BY TENANTS BASED ON THE AGREEMENT WITH LANDLORD. F11 0 PARKING GARAGE O R-30 RIGID INSULATION BELOW PT SLAB F G H I 2 F11 F11 0 0 F11 0 O LJ F10 F10 0 0 F1 n F11 F11 F11 F11 F11 0 0 0 0 0 I'll = 11 1 OUTLINE 0 r_ , . _...... .......— v �i 4 I I I I COMMERCIAL I I I I � GWB DROPPED CEILING-49 RIGID INSULATION AT LOBBY, I R I AT UNDERSIDE OF PT VESTIBULE, OFFICE � SLAB 1=5 I — Q , J F3 F� F3 II ;3 LFri il FFil Ed Fml i Fml Ed F3 — I •I I I 3 I- cy 1 '77 1 R-49 RIGID INSULATIONF$ L�$ I F-aj AT UNDERSIDE OF PT R-49 RIGID INSULATION SLAB AT UNDERSIDE OF PT SLAB �� FIRST FLOOR REFLECTED CEILING PLAN. N N z O � U o z UN C) 0 N Q � U U 00 �� o dWi dWi w N0 N La(�e ocr A�� r c'. DRAWN: M CHECK: CP JOB No: 19018 KEYNOTES & LEGEND — 2N D FLOOR 10 1 HR. RATED CEILING W/(2) LAYERS OF 5/8" TYPE X GWB 0 OUTLINE OF ROOF OVERHANG ABOVE 30 ROOF HATCH, SEE DETAIL 3 / A-4.1 PRESCRIPTIVE EXHAUST DUCT SIZING FAN TESTED CFM @ 0.25" W.G. MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH, FEET. MAXIMUM ELBOWS 50 4 INCH 70' 3 50 5 INCH 100' 3 50 6 INCH NO LIMIT 3 80 4 INCH 20' 3 80 5 INCH 100' 3 80 6 INCH NO LIMIT 3 100 5 INCH 50' 3 100 6 INCH NO LIMIT 3 125 6 INCH NO LIMIT 3 125 7 INCH NO LIMIT 3 —FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH. a— (D- a- (D- REFLECTED CEILING PLAN NOTES: A T C D T 1. LIGHTING SYSTEM CIRCUITING AND SWITCHING IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 2. MECHANICAL SYSTEM IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS. 3. NOT IN USE. 4. ALL 2ND FLOOR EXHAUST VENTING FOR ALL UNITS TO BE EXHAUSTED THROUGH THE ROOF UNLESS OTHERWISE NOTED. SEE ROOF PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO GANG EXHAUST VENTS TOGETHER TO MINIMIZE ROOF PENETRATIONS. 5. NOT IN USE. 6. ALL DUCTWORK SHALL BE RIGID SHEET METAL INSULATED PER CODE. 7. VERIFY LOCATION OF BATHROOM EXHAUST FAN WITH ARCHITECT BEFORE INSTALLATION. SEE DETAIL 3/A-4.15 FOR TYP. BATHROOM FAN DETAILS. 8. CONTRACTOR TO PROVIDE BOOSTER FANS FOR ALL DRYER AND KITCHEN EXHAUST FANS IF REQUIRED. ADVISE OWNER OF REQUIREMENTS IN BID. N OTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS TO AVOID CONFLICTS. LIGHTENING AT COMMERCIAL SPACE FOR INSPECTION ONLY. A rl rl 1 T I /l A I A I I I /1 I I Tr A l I A l /1 I A I r- /l rl 1 A A TI /'1 A I 1 A /I I I rl 171 /'\ \ /1 rl r- 171 A T (- r- rl A n A Tr F G H SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/8" = 1I_C" PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY:_o.Ts~��• iATE:11/15/2023 WE5► GUAsl cvut GUNSULTANTS, INC. uu Lu o 61�61�, m N 0 w o NC4N (' DRAWN: M CHECK: CP Joe NO: 19018 CL � � U cl:� Z Co cl:� ct� 0 (� O cn Z O -D LL Q C) LLI Z z Z O U L I i \,4 Q o LLJ � � L"O C/-) P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 3,,2 OF: SHEETS F& PATIO UNIT 201 SCALE: 1 /4" = 1 '- 0" 205 l STUDIO 568 NSF KITCHEN O RANGE n �, _ REF 0 F0 CFM F� ❑F F4 E�ATHROOM UNIT 2051208 SCALE: 1 /4" = 1'-0" UNIT 205,208 MIRRORED F6 206 STUDIO 537 NSF LIVING ROOM DW O KITCHEN RANGE F REr, FS 0 �50 CFM ❑F F4 Dc!!ATHROOM II SLEEPING AREA T F9� UNIT 206 50 CFM F4 F9 (W O `1 KW/H )I II IV SCALE: 1 /4" = 1'-0" REFLECTED CEILING PLAN NOTES: 1. LIGHTING SYSTEM CIRCUITING AND SWITCHING IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 2. MECHANICAL SYSTEM IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS. 3. RUN EXHAUST VENTS AS SCHEMATICALLY SHOWN ON REFLECTED CEILING PLANS. DO NOT PENETRATE STRUCTURAL MEMBERS ABOVE CEILINGS WITHOUT EXPRESS APPROVAL OF THE STRUCTURAL ENGINEER. 4. ALL 2ND FLOOR EXHAUST VENTING FOR ALL UNITS TO BE EXHAUSTED THROUGH THE ROOF UNLESS OTHERWISE NOTED. SEE ROOF PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO GANG EXHAUST VENTS TOGETHER TO MINIMIZE ROOF PENETRATIONS. 5. ELECTRICAL, MECHANICAL DESIGN/BUILD CONTRACTORS RESPONSIBLE FOR COORDINATION W/ OTHER SYSTEMS TO AVOID CONFLICTS. 6. ALL DUCTWORK SHALL BE RIGID SHEET METAL INSULATED PER CODE. 7. CONTRACTOR TO PROVIDE BOOSTER FANS FOR ALL DRYER AND KITCHEN EXHAUST FANS IF REQUIRED. ADVISE OWNER OF REQUIREMENTS IN BID. NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS TO AVOID CONFLICTS. L S O M. BEDROOM 202 UNIT 202 SCALE: 1/4 11 = 1'-0" UNIT 209 SCALE: 1 /4" = 1 '- 0 r UNIT 203 SCALE: 1/4 11 = 1 '_0 V W/D 50CFM u' i F4 Fl 0 0 W O 0 F DC 204 STUDIO 568 NSF DW 0 7O F� KITCHENF� 1:1 RANGE n 0 BATHROOM 50 CFM Oo F4 OL F2� P UNIT 2041207 11 SCALE: 1/4 V-0 OD UNIT KEY (� D 2 ND FLOOR U U 00 �� w�� o""m C, C*4 m N 0 o cl �� C14 <lq DRAWN: M CHECK: CP Joe NO: 19018 z Q Q_ z W U 0 W U LLJ W 0 Z (� q C- CD Z z � Q� Q C ox � al LU LL. Ld PIPcFHER ff � , ARCHITECTS up CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 0 OF: SHEETS F� M. BEDROOM F� UNIT 210 SCALE: 1 /4" = 1 '- 0" W/ 50 CFM ❑F F9 F4 W/D F� RED. IFS CFM f I O S KITCHEN OOn DW 213 1 BED LIVING ROOM 743 NSF II PATIO F6 BATH n S M. BEDRI S UNIT 213 SCALE: 1 /4" = 1'-0" CLOSET BATHROOM 50 CFM 0 O W/D F� F� REF. ( DO KITCHEN A O o 18 -8. TYP DEMISING WALL 211 F1 STUDIO 576 NSF UNIT 211 SCALE: 1 /4" = 1'-0" OD UNIT KEY N D 2 ND FLOOR RANGE UNIT 214 SCALE: 1 /4" = 1 '- 0" REF. b PATIO FS 1 F3 REF. �RANG�(N �8 • F� KITCHEN 00 °W UNIT 212 SCALE: 1 /4" = 1'-0" III Eo (54 50 CFM F2 ❑F o� F4 W/H FIB F DC • M. BEDROOM LIVING ROOM 212 1 BED 751 NSF REFLECTED CEILING PLAN NOTES: F6 1. LIGHTING SYSTEM CIRCUITING AND SWITCHING IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 2. MECHANICAL SYSTEM IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS. 3. RUN EXHAUST VENTS AS SCHEMATICALLY SHOWN ON REFLECTED CEILING PLANS. DO NOT PENETRATE STRUCTURAL MEMBERS ABOVE CEILINGS WITHOUT EXPRESS APPROVAL OF THE STRUCTURAL ENGINEER. 4. ALL 2ND FLOOR EXHAUST VENTING FOR ALL UNITS TO BE EXHAUSTED THROUGH THE ROOF UNLESS OTHERWISE NOTED. SEE ROOF PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO GANG EXHAUST VENTS TOGETHER TO MINIMIZE ROOF PENETRATIONS. 5. ELECTRICAL, MECHANICAL DESIGN/BUILD CONTRACTORS RESPONSIBLE FOR COORDINATION W/ OTHER SYSTEMS TO AVOID CONFLICTS. 6. ALL DUCTWORK SHALL BE RIGID SHEET METAL INSULATED PER CODE. 7. CONTRACTOR TO PROVIDE BOOSTER FANS FOR ALL DRYER AND KITCHEN EXHAUST FANS IF REQUIRED. ADVISE OWNER OF REQUIREMENTS IN BID. PLAN REVIEW A CEPTANCE NOTES: FOR COMPLIANCE WITH THE APPLICABLE FOR IDENTIFIED BELOW. CODES MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND ®BUILDING ®STRUCTURAL H VAC CONFIGURATIONS TO AVOID CONFLICTS. ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: )ATE: iATE:11/15/2023 WE5► GUAsl cvut GUNSULTANTS, INC. N N � Z O Ld U o c� z UV) 0 N ¢ < Cn uu 00 �� w�� m N 0 tl ti It DRAWN: M CHECK: CID Joe NO: 19018 Cf) z Q n C� z W U 0 L,J U LLJ LL LiJ Z O z Z -D o �o � � W C Z z � Q �D 01 W LL W PIRSCHER ffARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: A 3,,4 IOF: SHEETS UNIT 215 SCALE: 1 /4" = 1'-0" F9 W/H 1 WF • 50 CFM D F16 L)IN F2 O R BATHROOM0 CFM F4 0 RED. �8 0 RA �E F KITCHEN O o _ R DW 219 STUDIO 539 NSF S UNIT 219 SCALE: 1 /4" = 1 '- 0" UNIT 216 SCALE: 1 /4" = 1 '- 0" UNIT 220 SCALE: 1 /4" = 1'-0" FS UNIT 217 SCALE: 1 /4" = 1 '- 0" REFLECTED CEILING PLAN NOTES: 1. LIGHTING SYSTEM CIRCUITING AND SWITCHING IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS. SEE ELECTRICAL PLANS FOR MORE INFORMATION. 2. MECHANICAL SYSTEM IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS. 3. RUN EXHAUST VENTS AS SCHEMATICALLY SHOWN ON REFLECTED CEILING PLANS. DO NOT PENETRATE STRUCTURAL MEMBERS ABOVE CEILINGS WITHOUT EXPRESS APPROVAL OF THE STRUCTURAL ENGINEER. 4. ALL 2ND FLOOR EXHAUST VENTING FOR ALL UNITS TO BE EXHAUSTED THROUGH THE ROOF UNLESS OTHERWISE NOTED. SEE ROOF PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO GANG EXHAUST VENTS TOGETHER TO MINIMIZE ROOF PENETRATIONS. 5. ELECTRICAL, MECHANICAL DESIGN/BUILD CONTRACTORS RESPONSIBLE FOR COORDINATION W/ OTHER SYSTEMS TO AVOID CONFLICTS. 6. ALL DUCTWORK SHALL BE RIGID SHEET METAL INSULATED PER CODE. 7. CONTRACTOR TO PROVIDE BOOSTER FANS FOR ALL DRYER AND KITCHEN EXHAUST FANS IF REQUIRED. ADVISE OWNER OF REQUIREMENTS IN BID. NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS TO AVOID CONFLICTS. UNIT 218 SCALE: 1 /4" = 1'-0" �Q UNIT KEY N D 2 ND FLOOR PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: )ATE: iATE:11/15/2023 WE5► GUAsl cvut GUNSULTANTS, INC. V V 0 0 � � Lu w�� o 0�0�, m N 0 o N'0NN a' DRAWN: M CHECK: CID Joe NO: 19018 0 LLJ U LLJ LL_ W 0 0 � 0 � cn LLJ Q c� z � Cr Q 0� LU LL L d - P I R A R C H I T E C T S I CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: OF: SHEETS 25' MAX ALLOWAE ELEV. 358.50' I N -2ND FLOOR - - _ ELEV. 350.00' AVEeAGEGRAD P ELE FIRST FLOOR ELEV. 338.00' GENERAL NOTES: EXTERIOR ELEVATIONS 0 0 0 0 0 0 0 0 0 1. ALL DIMENSIONS SHOWN TO FACE OF FRAMING/FACE OF FOUNDATIONS. 2. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ANY CONFLICTS) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR TO STARTING ANY WORK. 3. DO NOT SCALE DRAWINGS. 4. CONTRACTOR TO VERIFY ALL ROUGH —IN DIMENSIONS FOR ALL EQUIPMENT & FIXTURES FURNISHED & INSTALLED. 5. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE FOLLOWING: STAIR HANDRAILS AND SKYLIGHTS. 6. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR. NO ACT, DIRECTION, REVIEW, OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 7. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF ALL WORK. EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACE ANY DAMAGE CAUSED BY HIS/HER WORK. 8. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES & REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR REGULATIONS. 9. QUALITY: WORKMANSHIP SHALL BE OF STANDARDS OF TRADES INVOLVED IN THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS & WARRANTY REQUIREMENTS. 10. COMPLY WITH THE IBC, IFC AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME PRODUCING DEVICES DURING CONSTRUCTION. 11. SPRINKLERS TO BE INSTALLED ON EXTERIOR BALCONIES PER 2018 IBC SECTION 903.3.1.2.1 SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS. 12. PROVIDE DOWNSPOUTS AND GUTTERS FOR ALL SLOPED ROOF AREAS. CONNECT TO STORM DETENTION SYSTEM. 13. SEE WINDOW INSTALLATION SEQUENCE ON SHEET A-8.5. 14. ALL EXTERIOR SURFACES TO RECEIVE PAINT (SEE EXTERIOR MATERIAL SCHEDULE) SHALL RECEIVE (1) COAT OF ACRYLIC LATEX PRIMER AND (2) COATS OF ACRYLIC LATEX FINISH. BACK PRIME ALL EXT. WOOD TRIM MATERIALS. 15. SEE ROOF PLAN FOR TYPICAL ARCHITECTURAL ROOF DETAILS. 16. SEE ENCLOSURE TESTING AND INSPECTION AGENCIES DETAILS FOR ADDITIONAL REQUIREMENTS 17. BUILDING ADDRESSES, AND UNIT ADDRESSES TO BE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. 18. FOR OPERABLE WINDOWS SEE WINDOW SCHEDULE. 19. PAINTER TO BID PROJECT TO INCLUDE (2) TWO DISTINCT COLORS FOR ALL WALL SURFACE AREAS AND POSSIBLE 3RD DISTINCT TRIM COLOR. CONFIRM FINAL COLOR SCHEME WITH OWNER 20. ALL EXPOSED METAL VENTS TO BE PRIME PAINTED AND FINISHED COATED W/ TWO COATS OF ENAMEL. ALL GUTTERS AND DOWNSPOUTS TO BE FACTORY FINISHED 21. FOR HOSE BIBS PENETRATIONS THRU EXTERIOR WALLS SEE DETAIL 18 ON A-8.5 22. FOR ALL EXTERIOR WALL MOUNTED BUILDING LIGHTS SEE DETAIL 21 ON A-8.5 23. BUILDING 'B' ONLY: GARAGE IS TO BE MECHANICALLY VENTILATED. MECHANICAL VENTILATION SYSTEM IS TO BE BIDDER DESIGNED AND FULLY APPROVED BEFORE CONCRETE GARAGE WALLS ARE CONSTRUCTED. SOUTH ELEVATION SCALE: 1 /8' = 1 '— 0" 0 0 0 0 0 0 0 0 0 NORTH ELEVATION SCALE: 1 /8" = 1'-0" NOTES: RCW 64.55.005 APPLICATION. (1)(A) RCW 1o4B5.010 THROUGH 64B5.090 APPLY TO ANY MULTIUNIT RESIDENTIAL BUILDING FOR WHICH THE PERMIT FOR CONSTRUCTION OR REHABILITATIVE CONSTRUCTION OF SUCH BUILDING WAS ISSUED ON OR AFTER AUGUST 1, 2005 DEFINITIONS. UNLESS THE CONTEXT CLEARLY REQUIRES OTHERWISE, THE DEFINITIONS IN RCW 64.34.020 AND IN THIS SECTION APPLY THROUGHOUT THIS CHAPTER. (1) "ATTACHED DWELLING UNIT" MEANS ANY DWELLING UNIT THAT IS ATTACHED TO ANOTHER DWELLING UNIT BY A WALL, FLOOR, OR CEILING THAT SEPARATES HEATED LIVING SPACES. A GARAGE 15 NOT A HEATED LIVING SPACE. RCW 64B5.020 BUILDING PERMIT APPLICATION --SUBMISSION OF DESIGN DOCUMENTS, (1) ANY PERSON APPLYING FOR A BUILDING PERMIT FOR CONSTRUCTION OF A MULTIUNIT RESIDENTIAL BUILDING SHALL SUBMIT BUILDING ENCLOSURE DESIGN DOCUMENTS TO THE APPROPRIATE BUILDING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OR REHAB IL I TAT I VE CONSTRUCTION OF THE BUILDING ENCLOSURE (2) THE BUILDING DEPARTMENT SHALL NOT ISSUE A BUILDING PERMIT FOR CONSTRUCTION OF THE BUILDING ENCLOSURE OF A MULTIUNIT RESIDENTIAL BUILDING OR FOR REHABILITATIVE CONSTRUCTION UNLESS THE BUILDING ENCLOSURE DESIGN DOCUMENTS CONTAIN A STAMPED STATEMENT BY THE PERSON STAMPING THE BUILDING ENCLOSURE DESIGN DOCUMENTS IN SUBSTANTIALLY THE FOLLOWING FORM: "THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64BB,,005 THROUGH 64B5.090," RCW to 4.55.030 INSPECTION REQUIRED. ALL MULTIUNIT RESIDENTIAL BUILDINGS SHALL HAVE THE BUILDING ENCLOSURE INSPECTED BY A QUALIFIED INSPECTOR DURING THE COURSE OF INITIAL CONSTRUCTION AND DURING REHAB 1 L I TAT I VE CONSTRUCTION. EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL COLOR R E M A R K S EXPOSED CONCRETE FINISH NAT'JRA_ SACK & PATCH OVINYL WINDOWS, TYP TBD O TRESPA PANEL SIDING TBD FACTORY FINISH CDVERTICAL ARCHITECTURAL METAL TBD W/ WEATHERED STEEL FINISH WALL PANELS O BALCONY WITH PREFAB ALUM TBD RAILING & GLASS INFILL OSTANDING SEAM METAL ROOF TBD O7 OUTDOOR LIGHTING SEE LIGHTING SCHEDULE ® THIN BRICK VENEER TBD FACTORY FINISH O PROJECTING SILL WITH CONCRETE NATURAL SEE DETAIL 9 ON A-8.4 BULLNOSE 10 ANODIZED STOREFRONT SYSTEM 11 HARDI PANEL WITH PROMINENT TBD SEE DETAILS 18, 20, 21 REVEAL ON A8.1 12 4" WOOD TRIM BELT COURSE TBD PAINT 13 PREFAB METAL CORNICE TBD W/ WEATHERED STEEL FINISH SEE DETAIL 8 ON ABA ARCHITECTURAL GRADE STANDING 14 SEAM METAL ROOFING 15 HORIZONTAL PRE FINISHED FIBER TBD CEMENT SIDING 16 SOFFIT WITH T&G CEDAR PLANKS PREFAB METAL CORNICE TBD W/ WEATHERED STEEL FINISH 17 SEE DETAIL 14 ON A8.5 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ o.Tw-�- )ATE: 11 /15/2023 WEST GUASI c;Uut GUNSULTANTS, INC. N N Z O p CU o z UCf) a C) 0 NIt Q It N 111 0 U U V Z O W cp W c� W cQ W cp Q 0 lu 0 N tL <rC4m DRAWN: M CHECK: CP JOB NO: 19018 O 0 en z 0 `J z Q LLI,> 61 w � Li P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 5,, 1 OF: SHEETS 00 ELEV. 35E I 00 ND FL —2 ELEV. 35C 0 I cV FIRST FL ELEV. 338 GENERAL NOTES: EXTERIOR ELEVATIONS 1. ALL DIMENSIONS SHOWN TO FACE OF FRAMING/FACE OF FOUNDATIONS. 2. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF ANY CONFLICTS) OR CHANGES BETWEEN DETAILS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR TO STARTING ANY WORK. 3. DO NOT SCALE DRAWINGS. 4. CONTRACTOR TO VERIFY ALL ROUGH —IN DIMENSIONS FOR ALL EQUIPMENT & FIXTURES FURNISHED & INSTALLED. 5. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE FOLLOWING: STAIR HANDRAILS AND SKYLIGHTS. 6. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR. NO ACT, DIRECTION, REVIEW, OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 7. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF ALL WORK. EACH CONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND LIABLE TO REPAIR AND/OR REPLACE ANY DAMAGE CAUSED BY HIS/HER WORK. 8. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES & REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR REGULATIONS. 9. QUALITY: WORKMANSHIP SHALL BE OF STANDARDS OF TRADES INVOLVED IN THE CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED OF THE BEST QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS & WARRANTY REQUIREMENTS. 10. COMPLY WITH THE IBC, IFC AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND FLAME PRODUCING DEVICES DURING CONSTRUCTION. 11. SPRINKLERS TO BE INSTALLED ON EXTERIOR BALCONIES PER 2018 IBC SECTION 903.3.1.2.1 SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS. 12. PROVIDE DOWNSPOUTS AND GUTTERS FOR ALL SLOPED ROOF AREAS. CONNECT TO STORM DETENTION SYSTEM. 13. SEE WINDOW INSTALLATION SEQUENCE ON SHEET A-8.5. 14. ALL EXTERIOR SURFACES TO RECEIVE PAINT (SEE EXTERIOR MATERIAL SCHEDULE) SHALL RECEIVE (1) COAT OF ACRYLIC LATEX PRIMER AND (2) COATS OF ACRYLIC LATEX FINISH. BACK PRIME ALL EXT. WOOD TRIM MATERIALS. 15. SEE ROOF PLAN FOR TYPICAL ARCHITECTURAL ROOF DETAILS. 16. SEE ENCLOSURE TESTING AND INSPECTION AGENCIES DETAILS FOR ADDITIONAL REQUIREMENTS 17. BUILDING ADDRESSES, AND UNIT ADDRESSES TO BE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. 18. FOR OPERABLE WINDOWS SEE WINDOW SCHEDULE. 19. PAINTER TO BID PROJECT TO INCLUDE (2) TWO DISTINCT COLORS FOR ALL WALL SURFACE AREAS AND POSSIBLE 3RD DISTINCT TRIM COLOR. CONFIRM FINAL COLOR SCHEME WITH OWNER 20. ALL EXPOSED METAL VENTS TO BE PRIME PAINTED AND FINISHED COATED W/ TWO COATS OF ENAMEL. ALL GUTTERS AND DOWNSPOUTS TO BE FACTORY FINISHED 21. FOR HOSE BIBS PENETRATIONS THRU EXTERIOR WALLS SEE DETAIL 18 ON A-8.5 22. FOR ALL EXTERIOR WALL MOUNTED BUILDING LIGHTS SEE DETAIL 21 ON A-8.5 23. BUILDING 'B' ONLY: GARAGE IS TO BE MECHANICALLY VENTILATED. MECHANICAL VENTILATION SYSTEM IS TO BE BIDDER DESIGNED AND FULLY APPROVED BEFORE CONCRETE GARAGE WALLS ARE CONSTRUCTED. C� 0 EAST ELEVATION SCALE: 1/8 )) = 1 '— 0" WEST ELEVATION SCALE: 1 /8" = 1'-0" NOTES: RCW 64.55.005 APPLICATION. (1)(A) RCW 1o4B5.010 THROUGH 64B5.090 APPLY TO ANY MULTIUNIT RESIDENTIAL BUILDING FOR WHICH THE PERMIT FOR CONSTRUCTION OR REHABILITATIVE CONSTRUCTION OF SUCH BUILDING WAS ISSUED ON OR AFTER AUGUST 1, 2005 DEFINITIONS. UNLESS THE CONTEXT CLEARLY REQUIRES OTHERWISE, THE DEFINITIONS IN RCW 64.34.020 AND IN THIS SECTION APPLY THROUGHOUT THIS CHAPTER. (1) "ATTACHED DWELLING UNIT" MEANS ANY DWELLING UNIT THAT IS ATTACHED TO ANOTHER DWELLING UNIT BY A WALL, FLOOR, OR CEILING THAT SEPARATES HEATED LIVING SPACES. A GARAGE 15 NOT A HEATED LIVING SPACE. RCW 64B5.020 BUILDING PERMIT APPLICATION --SUBMISSION OF DESIGN DOCUMENTS, (1) ANY PERSON APPLYING FOR A BUILDING PERMIT FOR CONSTRUCTION OF A MULTIUNIT RESIDENTIAL BUILDING SHALL SUBMIT BUILDING ENCLOSURE DESIGN DOCUMENTS TO THE APPROPRIATE BUILDING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OR REHAB IL I TAT I VE CONSTRUCTION OF THE BUILDING ENCLOSURE (2) THE BUILDING DEPARTMENT SHALL NOT ISSUE A BUILDING PERMIT FOR CONSTRUCTION OF THE BUILDING ENCLOSURE OF A MULTIUNIT RESIDENTIAL BUILDING OR FOR REHABILITATIVE CONSTRUCTION UNLESS THE BUILDING ENCLOSURE DESIGN DOCUMENTS CONTAIN A STAMPED STATEMENT BY THE PERSON STAMPING THE BUILDING ENCLOSURE DESIGN DOCUMENTS IN SUBSTANTIALLY THE FOLLOWING FORM: "THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64BB,,005 THROUGH 64B5.090," RCW to 4.55.030 INSPECTION REQUIRED. ALL MULTIUNIT RESIDENTIAL BUILDINGS SHALL HAVE THE BUILDING ENCLOSURE INSPECTED BY A QUALIFIED INSPECTOR DURING THE COURSE OF INITIAL CONSTRUCTION AND DURING REHAB 1 L I TAT I VE CONSTRUCTION. O O O ALLOWABLE HEIGHT OIL ELEV. 358.50' 2ND FLOOR_ ELEV. 350.00' GRA E PLANE ). 2' _ FIRST FLOOR ELEV. 338.00' EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL COLOR R E M A R K S O EXPOSED CONCRETE FINISH NATURAL SACK & PATCH O VINYL WINDOWS, TYP TBD O TRESPA PANEL SIDING TBD FACTORY FINISH O VERTICAL ARCHITECTURAL METAL TBD W/ WEATHERED STEEL FINISH WALL PANELS O BALCONY WITH PREFAB ALUM TBD RAILING & GLASS INFILL OSTANDING SEAM METAL ROOF TBD O7 OUTDOOR LIGHTING SEE LIGHTING SCHEDULE ® THIN BRICK VENEER TBD FACTORY FINISH O PROJECTING SILL WITH CONCRETE NATURAL SEE DETAIL 9 ON A-8.4 BULLNOSE 10 ANODIZED STOREFRONT SYSTEM 11 HARD PANEL WITH PROMINENT TBD SEE DETAILS 18, 20, 21 REVEAL ON A8.1 12 4" WOOD TRIM BELT COURSE TBD PAINT 13 CD PREFAB METAL CORNICE TBD W/ WEATHERED STEEL FINISH SEE DETAIL 8 ON A8.4 ARCHITECTURAL GRADE STANDING 14 SEAM METAL ROOFING 15 HORIZONTAL PRE FINISHED FIBER TBD CEMENT SIDING 16 SOFFIT WITH T&G CEDAR PLANKS PREFAB METAL CORNICE TBD W/ WEATHERED STEEL FINISH 17 SEE DETAIL 14 ON A8.5 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ o.Tw• )ATE: 11 /15/2023 WE5► CUAsl cvut GUNSULTANTS, INC. N N Z O p CU o z UU) a C) 0 N Q N zH W O U � U U 00 �� z wwww 0 0 0 JJj N o�C4C, <r cr m DRAWN: M CHECK: CID JOB NO: 19018 Z O 0 en z 0 `J z Q D 61 wo W P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: A 5 4 2 OF: SHEETS Q0 00 A co I 00 A 0 I cV PL, ELEV. 3` 2ND FL( ELEV. 350 FIRST FL( ELEV. 338 ENLARGED PARTIAL ELEVATION SCALE: 1/4 V-0 ELEV. 338.00' 334' \0 TENLARGED PARTIAL ELEVATION SCALE: 1/4. - i,-o OENLARGED PARTIAL ELEVATION SCALE: 1/4 = i -o) 00 00 ^1 1'-6" 0 I 00 L 0 N OENLARGED SCALE: 3/8" = 1 COLUMN _o„ 00 00 ^I EQEQ 7 O 00 I Q0 I N I I N _3 ENLARGED 6 SCALE: 3/8" = 1 9 9 Y ELEV. 338.00' Q0 -I 00 OENLARGED PARTIAL ELEVATION SCALE: 1/4• - V-o) COLUMN I-oll PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ o.Tw-�- )ATE: 11 /15/2023 WEST GUASI c;Uut GUNSULTANTS, INC. N N Z O p CU o z UU) a C) 0 N Q N zH W O U � U U 00 �� z o�Nt� wwww 0 Lu UL o 0 0 lu N of <rCrm 4q El DRAWN: M CHECK: CID JOB NO: 19018 Cn Z O Q w w O __j �� Q �O � en W Z z wvejcioz D P I R S C H E R pm ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: A 5,, 3 OF: SHEETS SHORING WALL W/ SOLDIER PILING AN WOOD LAGGING PER STRU FOUNDATI DRAIN SYSTEM F GEOTECH REPORT, A B 1-HR ELEVATOR I SHAFT PER IBC 713.4 HOIST BEAM PER STRUCT jp I v l 0 N z -- - - , TYP. WALL SYSTEM EXT. ARCH. FINISH— SEE ELEVATIOgS MIN. 1 /2"x2" TREATED STRIPPING CONT. AIR/WATER MEMBRANE PLYWOOD PER STRUCTURAL 2x6 STUDS PER STRUCTURAL R-21 BATT INSULATION 5/8" TYPE Y GWB ELEVATOR PIT 1 10 - — — — — — — — — — I =� uri ui i mj,Tmi i o o FOUNDATION DRAIN SYSTEM PER GEOTECH REPORT, TYP 5 2 LOBBY 16 -� TYP. PIT LADDER PER MNFR REQUIREMENTS H FLOOR/ ROOF A55EM5L IES 10" TO 14" THICK CONC. PT SLAB, PER STRUCT. (3.6" TO 5" MIN THICKNESS REQV FOR 2-HR RATING) a a A a Q a Q ROOFING OVER R- INSULATI TO DRAII 4 pi 3 ROOFING MEMBRANE BUILDING SECTION A -A SCALE: 3/161) = 1I-0" STANDING SEAM nAP'Toi Pnr)P-lKlr-- LJ I I_ L - I 1 V -%—J IL— �/ I I -"/ 1 r LJ LJ SCALE: 3/1611 = 1 ' — 0" NOTES: 1. SEE DETAILS 18, 29, 30, 31 ON SHEET A-63 FOR FIRESTOPPING REQUIREMENTS 2-HR RATED (PER IBC TABLE -121.1(2) ITEM 04-1.1 ) 10" TO 14" THICK CONC. PT SLAB, PER STRUCT. (3.6" TO 5" MIN THICKNESS REQV FOR 2-HR RATING) O 2. IDENTIFICATION MARK TO 5E APPLIED TO ALL 3. SEE STRUCTURAL FOR INSULATION MATERIALS PER WSEC C303.1 ADDITIONAL INFO a - a G Q R-30 THER1" IAX POLYISOCYANURATE RIGID INSULATION W/ WHITE FINISH 2-HR RATED (PER IBC TABLE -121.1(2) ITEM 04-1.1 ) CONCRETE SLAB ON GRADE PER STRUCTURAL �w\w w (o MIL VAPOR BARRIER R-10 RIGID INSULATION (BELOW CONDITIONED SPACE) MIN 4" OF FREE -DRAINING CRUSHED ROCK OR GRAVEL PER SOILS REPORT SOIL, COMPACTED PER STRUCTURAL E GEOTECHNICAL REPORT EXTEND TO TOP OF FOOTING. Q PVC 60 MIL ROOFING MEMBRANE SYSTEM OVER COVERBOARD OVER R-36 RIGID INSULATION OVER PLYWOOD SHEATHING PER STRUCT. VAPOR BARRIER <--2x TRUSS SYSTEM (PER STRUCT) (1) LAYER 5/8" TYPE "X" GWB O DRAIN SYSTEM PER GEOTECH REPORT, TYP STANDING SEAM METAL ROOFING CONTINUOUS WATERPROOF MEMBRANE 3/4" T dG PLYWD PER STRUCT. � R-4S ' SPRAY- IN FOAM INSUL. (1) LAYER - 5/6" TYPE lixilGWB STAIR #2 1-HR SHAFT PFR IRr IVIIIV. L-T I\— I %J I\IVILJ INSULATION W/ THERMAL BREAK. EXTEND TO TOP OF FOOTING. 10" TO 14" THICK CONC. PT SLAB, PER STRUCT. (3.6" TO 5" MIN THICKNESS REQV FOR 2-HR RATING) �ELEV. 358.50' jgk 2ND FLOOR ELEV. 350.00' *F-lRST FLOOR LEV. 338.00' I \JulJDATION DRAIN SYSTEM PER GEOTECH REPORT, TYP N N Z o o � U o z U� a 0 N Q � N O u uu z o0000 wwww 0 0 0 N N ClNBC , <r Cr m DRAWN: M CHECK: CID JOB NO: 19018 Z O ` en V / z 0 w o LL I 6� UU LL C/) PIRSCHER � , ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 - RESUB a Oct 02 2023 CITY OF EDMONDS - DEVELOPMENT SERVICES Q DEPARTMENT PLAN REVIEW ACCEP ANCE FOR COMPLIANCE WITH THE APP -ICABLE BLD2022-0527 CONSTRUCTION CODES IDENTIFIE D BELOW ® BUILDING ® STRU TURAL MECHANICAL ❑ PLUM MING R-49 THERmAx ELECTRICAL ® ENER 3Y POLYISOCYANURATE ® ACCESSIBILITY ❑ FIRE SHEET: RIGID INSULATION PLAN REVIEW ACCEPTANCE OF DC CUMENT VAPOR W/ WHITE FINISH DOES NOT AUTHORIZE CONSTRU 'TION TO BARRIER PROCEED IN VIOLATION OF ANY I EDERAL, STATE, OR LOCAL REGULATI DNS. EXPOSED BEAM PER BY:- )ATE:SATE: 1/15/20 3 STRUCT WEs 1 cuAti i cvUt cuNSULT NTS, IN . 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) OF: SHEETS TYP. WALL SYSTEM EXT. ARCH. FINISH— SEE ELEVATIONS MIN. 1 /2"x2" TREATED STRIPPING CONT. AIR/WATER MEMBRANE PLYWOOD PER STRUCTURAL 2x6 STUDS PER STRUCTURAL R-21 BATT INSULATION 5/8" TYPE 'X' GWB ELEV. 358.50' jgk 2ND FLOOR ELEV. 350.00' 0 N 0 NT N ELEV. 338.00' GUARD RAIL, TYP. FOUNDATION - DRAIN SYSTEM PER GEOTECH REPORT, TYP FLOOR/ ROOF A55EM5L IES Q ROOFING MEMBRANE n%irn n zo nlnlr\ 4 2 CD ow I= z OFFICE U Q ------------ MIN. 24" R-10 RIGID INSULATION W/ THERMAL BREAK. EXTEND TO TOP OF FooTING. BUILDING SECTION C—C_ SCALE: 3/16" = 1'-0" NOTES: 1. SEE DETAILS 18, 29, 30, 31 ON SHEET A-63 2. IDENTIFICATION MARK TO 5E APPLIED TO ALL 3. SEE STRUCTURAL FOR FOR FIRESTOPPING REQUIREMENTS INSULATION MATERIALS PER WSEC C303.1 ADDITIONAL INFO 10" TO 14" THICK 10" TO 14" THICK CONC. PT SLAB, CONC. PT SLAB, PER STRUCT. 2 PER STRUCT. (3.6" TO 5" MIN (3.6" TO 5" MIN THICKNESS REQ'D THICKNESS REQ'D OR 2-HR RATING) FOR 2-HR RATING) a a a a a a a a a a 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) R-30 THER1" IAX POLYISOCYANURATE RIGID INSULATION W/ WHITE FINISH 8 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) CONCRETE SLAB ON GRADE PER STRUCTURAL -, 6 MIL VAPOR BARRIER R-10 RIGID INSULATION (BELOW CONDITIONED SPACE) MIN 4" OF FREE -DRAINING CRUSHED ROCK OR GRAVEL PER SOILS REPORT SOIL, COMPACTED PER STRUCTURAL E GEOTECHNICAL REPORT PVC 60 MIL ROOFING MEMBRANE SYSTEM OVER COVERBOARD OVER R-36 RIGID INSULATION OVER PLYWOOD SHEATHING PER STRUCT. VAPOR BARRIER <--2x TRUSS SYSTEM—> (PER STRUCT) (1) LAYER 5/8" TYPE "X" GWB STANDING SEAM METAL ROOFING CONTINUOUS WATERPROOF MEMBRANE 3/4" T dG PLYWD PER STRUCT. � R-4S ' SPRAY- IN FOAM INSUL. (1) LAYER - 5/811 TYPE lixilGWB VAPOR BARRIER EXPOSED BEAM PER STRUCT INSULATION W/ LJI.P111V 1.)I 1.)1 L_IVI THERMAL BREAK. PER GEOTECH EXTEND TO TOP OF REPORT, TYP FOOTING. 10" TO 14" THICK CONC. PT SLAB, PER STRUCT. (3.6" TO 5" MIN THICKNESS REQ'D FOR 2-HR RATING) Q R-4S THERMAX POLYISOCYANURATE RIGID INSULATION W/ WHITE FINISH n 0 PLAN REVIEW ACCEPTA CE FOR COMPLIANCE WITH THE APPLIC BLE CONSTRUCTION CODES IDENTIFIED B LOW. ® BUILDING ® STRUCTU AL ❑ MECHANICAL ❑ PLUMBIN ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCU IENTS DOES NOT AUTHORIZE CONSTRUCTIC N TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS BY: _dc7A`1�. )ATE: 11 /1 /2023 WEB i cuAJ t cvut uuivSULTANT , INC. 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) N N Z O p CU (D0 c� z UU) a C) 0 N Q N zH 111 0 U � U V Z W W W W lu Lu UL C4 0 CA N lu 0 N o N C4 N CV ,,,a, <r cr m RAWN: M D HcK: CIDJOB NO: 19018 �o z . ono 00 O L� � Z z 0 w w o LLJ 6� LU LL C/) PIRSCHERI ARCHITECTSI CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 6 I I 0 OF: SHEETS STAIR #1 - 2ND FLOOR. I I SCALE: 1/4 1) = 1 '- 0" STAIR #1 1ST FLOOR. SCALE: 1 /4" = 1 '- 0" FLOOR/ ROOF A55EM5L IES _G STAIR #1 I SCALE: 3/8" NOTES: 1. SEE DETAILS 18, 29, 30, 31 ON SHEET A-63 2. IDENTIFICATION MARK TO 5E APPLIED TO ALL 3. SEE STRUCTURAL FOR FOR FIRESTOPPING REQUIREMENTS INSULATION MATERIALS PER WSEC C303.1 ADDITIONAL INFO 10" TO 14" THICK 10" TO 14" THICK CONC. PT SLAB, CONC. PT SLAB, PER STRUCT. 2 PER STRUCT. (3.6" TO 5" MIN (3.6" TO 5" MIN THICKNESS REQV THICKNESS REQ-D OR 2-HR RATING) FOR 2-HR RATING) a a a a a a a a a a R-30 THERI" IAX POLYISOCYANURATE RIGID INSULATION W/ WHITE FINISH 8 CONCRETE SLAB ON GRADE PER STRUCTURAL (o MIL VAPOR BARRIER R-10 RIGID INSULATION (BELOW CONDITIONED SPACE) MIN 4" OF FREE -DRAINING CRUSHED ROCK OR GRAVEL PER SOILS REPORT SOIL, COMPACTED PER STRUCTURAL E GEOTECHNICAL REPORT 1'-0" ELEV. 358.50' Qo I 00 2ND FLOOR ELEV. 350.00' FIRST FLOOR ELEV. 338.00' SECTION PVC 60 MIL ROOFING MEMBRANE SYSTEM OVER COVERBOARD OVER R-36 RIGID INSULATION OVER PLYWOOD SHEATHING PER STRUCT. VAPOR BARRIER <--2x TRUSS SYSTEM (PER STRUCT) (1) LAYER 5/8" TYPE "X" GWB ROOFING MEMBRANE OVER R-38 RIGID INSULATION, CI nDCn Tr) r)D A I K I on I.— I I.IVILJ INSULATION UNDER CONDITIONED SPACE STAIR #1 - SECTION SCALE: 3/8' = 1'-0" STANDING SEAM METAL ROOFING CONTINUOUS WATERPROOF MEMBRANE 3/4" T dG PLYWD PER STRUCT. � R-4S ' SPRAY- IN FOAM INSUL. (1) LAYER - 5/6" TYPE "X" GWB VAPOR BARRIER EXPOSED BEAM PER STRUCT 10" TO 14" THICK CONC. PT SLAB, PER STRUCT. (3.6" TO 5" MIN THICKNESS REQV FOR 2-44R RATING) Q R-4S THERMAX POLYISOCYANURATE RIGID INSULATION W/ WHITE FINISH n 0 ELEV. 358.50' 2ND FLOOR ELEV. 350.00' FIRST FLOOR ELEV. 338.00' PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICAE LE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTUR 81 ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTIO TO PROCEED IN VIOLATION OF ANY FEDEF AL, STATE,,, OR LOCAL REGULATIONS. BY)ATE:11/15 2023 WEB GUA5i (;uUt GUNSULTANTS INC. N N Z O p U o z U� a 0 N Q It N O U U U z wwww oO Q 0 0 m Lu N CV <r Cr m DRAWN: M CHECK: CID JOB NO: 19018 C/') Z O U W C/) z OHO . � z � . (D Q >� Cl __j CID a_ Cl W Z z c1� Q pm � P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 6,c, 2 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) STAIR #2 2ND 11 1) SCALE: 3/8 = V-0 FLOOR STAIR #2 -1ST FLOOR SCALE: 3/8" = 1'-0" FLOOR/ ROOF A55EM5L IES 10" TO 14" THICK CONC. PT SLAB, PER STRUCT. (3.6" TO 5" MIN THICKNESS REQ'D FOR 2-HR RATING) a a A a a Q STAIR #2 SECTION SCALE: 3/8" NOTES: 1. SEE DETAILS 18, 29, 30, 31 ON SHEET A-63 2. IDENTIFICATION MARK TO 5E APPLIED TO ALL 3. SEE STRUCTURAL FOR FOR FIRESTOPPING REQUIREMENTS INSULATION MATERIALS PER WSEC C303.1 ADDITIONAL INFO 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) 10" TO 14" THICK CONC. PT SLAB, PER STRUCT. (3.6" TO 5" MIN THICKNESS REQ'D FOR 2-HR RATING) 81 Q R-30 THEP41AX POLYISOCYANURATE RIGID INSULATION W/ WHITE FINISH 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) CONCRETE SLAB ON GRADE PER STRUCTURAL (o MIL VAPOR BARRIER R-10 RIGID INSULATION (BELOW CONDITIONED SPACE) MIN 4" OF FREE -DRAINING CRUSHED ROCK OR GRAVEL PER SOILS REPORT SOIL, COMPACTED PER STRUCTURAL E GEOTECHNICAL REPORT 1'-0" PVC 60 MIL ROOFING MEMBRANE SYSTEM OVER COVERBOARD OVER R-36 RIGID INSULATION OVER PLYWOOD SHEATHING PER STRUCT. VAPOR BARRIER <--2x TRUSS SYSTEM—> (PER STRUCT) (1) LAYER 5/8" TYPE "X" GWB D8.50' TYP. WALL EXT. ARCH MIN. 1/2 py x CONT. AIR/ PLYWOOD f 2x6 STUDS R-21 BAT] 5/8" TYPE LOOR )50.00' RUSTICATE[ CONCRETE _OOR 38.00' SYSTEM R T, TYP MEMBRANE OVER GID INSULATION, TO DRAIN IYI l l \♦ L 1 I 1 V 1 \1 CAI V INSULATION W/ THERMAL STAIR #2 SECTION SCALE: 3/8" 1'-0" 10" TO 14" THICK CONC. PT SLAB, PER STRUCT. STANDING SEAM METAL (3.6" TO 5" MIN ROOFING THICKNESS REQ'D CONTINUOUS FOR 2-HR RATING) WATERPROOF MEMBRANE 3/4" T dG PLYWD PER STRUCT, a � � a a T a KK PLAN REVIEW ACCEPTA CE FOR COMPLIANCE WITH THE APPLIC BLE 1 CONSTRUCTION CODES IDENTIFIED B LOW. ® BUILDING ® STRUCTU L ❑ MECHANICAL ❑ PLUMBIN R-4S THERMAX ELECTRICAL ® ENERGY R-49I POLYISOCYANURATE ® ACCESSIBILITY FIRE SPRA`r.-IN VAPOR RIGID INSULATION PLAN REVIEW ACCEPTANCE OF DOCU ENTS FOAM INSUL. BARRIER W/ WHITE FINISH DOES NOT AUTHORIZE CONSTRUCT[ PROCEED IN VIOLATION OF ANY FEDE N TO RAL, (1) LAYER flF STATE, OR LOCAL REGULATIONS EXPOSED 5/8" TYPE BEAM PER BY: _a�Tl�. )ATE: 11/1 /2023 "X" GWB STRUCT WENT cuss► uuut cuNSULTANT , INC. 2-HR RATED (PER IBC TABLE 121.1(2) ITEM 04-1.1 ) N N Z O p CU o z UU) a C) 0 N Q N 0 u uu z wwww oO 0 0 JJj N Cl NBC , , <r Cr m DRAWN: M CHECK: CID JOB NO: 19018 C/) Z 0 U w C/') O � z O�� O C/-) z Q en Z z �o LU �Q �LU o � "1 C/-) P I R S C H E R ARCHITECTSI CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: A - 6,c, 3 OF: SHEETS a 4 N 00 N 0 ELEVATOR — SECOND FLOOR SCALE: 3/811 = 1 '- 0" ELEVATOR SCALE: 3/8" = 1'-0" O 11'-F" FIRST FLOOR HOIST BEAM PER STRUCT TYP. WALL c EXT. ARCH. F MIN. 1/2 pp x2" CONT. AIR/WE PLYWOOD PEF 2x6 STUDS P R-21 BATT 11' 5/8" TYPE 'X os* 0 N PER GEOTECH REPORT, TYP SECTION J SCALE: 3/8" = 1'-0" I VVIVLJ/"\ 1 I\JIN J 1 J 1 L_IVI PER GEOTECH REPORT, TYP SECTION- sicALE: " = 1'-0" PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ o.Tw-�- )ATE: 11 /15/2023 WEST GUASI c;Uut GUNSULTANTS, INC. N N Z O p CU o Z UU) Q C) 0 N Q N W O U U U 00 �� z 0 wwww 0 0 0 0 0 p- o 0 0 N '0 w N oC4 C4C, , <r Cr m DRAWN: M CHECK: CP JOB NO: 19018 z 0 U W Cf) OHO z c� Q n CID . O C'� Lu F e O z Q w i Lu 6P LU ,L_ W P I R S C H E R ARCHITECTSI CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: A - 6,, 4 OF: SHEETS _n" C r EXTERIOR STAIRS #1 SCALE: 1 /2" = 1'-0" ELEV. 358.50' 2ND FLOOR ELEV 350.00' 0 0 I N FIRST FLOOR ELEV. 338.00' FOUNDATION SYSTEM PER GEOTECH REPORT, TYP 1'-0" g, _ 6„ EXTERIOR STAIRS #2 SCALE: 1 /2" = 1'-0" 13 _8. SECTION CALE: 3/811 = 1 '— 0" PT DECK W/ R-30 RIGID INSUL PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ o.Tw-�- )ATE: 11 /15/2023 WEST GUASI c;Uut GUNSULTANTS, INC. N N Z O p CU o z UCf) a C) 0 NIt Q It N 0 u uu zWWWW o�Ntpep 0 C 0 0 N '0 W N � o N N CV , 1 <r 1 cr 1 m DRAWN: M CHECK: CP JOB NO: 19018 Z 0 U W C/) � Q C/) c� Q CIL Q en C'� 0 Z z Q w i Lu D (p LuL? W P) P I R S C H E R ff ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 6,c, 5 OF: SHEETS DOOR SCHEDULE o C, DOOR NUMBER ABBREVIATIONS DOOR TYPES SCALE: 1 /4" = 1'-0" CK DOO FR,d, E ALUM HM —ALUMINUM —HOLLOW METAL LL I m ALL DOORS ARE MF —MANUFACTURERS FINISH 1 [" THICK UNLESS NOTED OTHERWISE WD PNT —PAINDTED FINISH J z J TEN TP —TENANT —TEMPERED GLASS z d INS OPENING 40 � � —INSULATED 0 fZE �w �w �� tow (K�, Lu w Lu 2 p (L IL O 1K 0 WIDTH X H*T Cl Cl f Cl 1 01-- 0 LLf LL L REMARKS 1 20'-0" X 9'-0" A ALUM MF ALUM MF AA VENTILATING MESH ROLL -UP DOOR 2 3'-0" X 1'-0" B HM PNT HM PNT BB PROVIDE SIGNAGE INDICATING ROOM USE. 3 6'-0" X 1'-0" C ALUM PNT TPANe ALUM MF CC PROVIDE SIGNAGE INDICATING ROOM USE. F NISH 4 6'-0" X 1'-0" C ALUM PNT TPANe ALUM MF CC PROVIDE SIGNAGE INDICATING ROOM USE. 5 NOT USED A B C D E VENTILATING MESH ROLL UP DOOR HOLLOW METAL DOOR STORE FRONT STORE FRONT FLUSH WOOD F ISH 6 3'-0" X 1'-0" B HM PNT HM PNT EE 1 3'-0" X 1'-0" B HM PNT HM PNT EE PROVIDE KNOX BOX & SIGNAGE INDICATING ROOM USE. 8 3'-0" X 1'-0" B HM PNT HM PNT FF PROVIDE SIGNAGE INDICATING ROOM USE. 9 3'-0" X 1'-0" B HM PNT WMIN HM PNT EE PROVIDE SIGNAGE INDICATING ROOM USE. 10 3'-0" X 1'-0" D ALUM PNT TP 20 MIN ALUM PNT DD PROVIDE SIGNAGE INDICATING ROOM USE. 11 3'-0" X 1'-0" D ALUM PNT TPAN ALUM MF EE PROVIDE SIGNAGE INDICATING ROOM USE. 12 3'-0" X 1'-0" B HM PNT HM PNT BB 13 3'-0" X 1'-0" B HM PNT 60 MIN HM PNT Girt PROVIDE SIGNAGE INDICATING ROOM USE. 14 3'-0" X 1'-0" B HM PNT 20 MIN HM PNT BB PROVIDE SIGNAGE INDICATING ROOM USE. 15 3'-0" X 1'-0" B HM PNT 60 MM HM PNT HH PROVIDE SIGNAGE INDICATING ROOM USE. F OOR F C H BIFOLD SLIDING DOOR SLIDER DOOR BIFOLD U1 3'-0" X 6'-8" E WD PNT 20 MIN WD PNT II U2 3'-0" X 6'-8" E WD PNT WD PNT JJ 113 6'-0" X 6'-8" F WD PNT WD PNT IKK U4 3'-0" X 6'-8" E WD PNT WD PNT LL U5 4'-0" X 6'-8" F WD PNT WD PNT KK U6 4'-0" X 6'-8" G WD PNT WD PNT KK U3 6'-0" X 6'-8" H ALUMI PNT TPAN ALUM PNT MM US 3'-0" X 6'-8" I WD PNT WD PNT KK U9 2'-6" X (o'-8" I WD PNT WD PNT KK U10 5'-0" X 6'-8" F WD PNT WD PNT KK NOTE: ALL DOORS TO BE HANDIC:AF ACCESSIBLE. SEE A-0.5 FOR U FACTOR HARDWARE DOOR NOTES 1 • IN A GROUP A OCCUPANCY HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M AND S, AND IN CHURCHES, ONLY ONE, MAIN EXTERIOR DOOR (OR GrtROUP AA DOOR GROUPINGES II- UNIT ENTRY z ONE, MAIN, EXTERIOR PAIR —OF —DOORS) MAY UTILIZE 2018 IBC 1010.1.9.4 ITEM 2 WHICH STATES CTUS! S 1 MANUFACTURES HARDWARE THE LOCKED ROLLINCx GRILL OPENS ON ALARM OR POWER FAILURE 3 CLOSE 1 CLOSER "THE LOCKING DEVICE SHALL BE READILY DISTINGUISHABLE AS LOCKED," 1 KEYED LOCKSET 0A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED GROUP BB 1 STOP WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. 3 HINGES 2 VIEWERS - 1 A STANDARD HEIGHT t 1 0 42" 2• DOOR SURFACE WITHIN 10 INCHES OF THE FLOOR, MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL 1 KEYED LOCKSET 1 STOPS 1 DOOR SWEEP WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1 16" OF THE SAME PLANE AS THE / 1 SELF CLOSER GROUP JJ- UNIT BATHROOM DOOR OTHER. 1 THRESHOLD 1 DOOR BOTTOMS 3 HINGES 1 PRIVACY LOCKSET 3• PAIR —OF —DOORS HARDWARE: MANUAL OPERATED FLUSH BOLTS NOT PERMITTED. APROVED AUTOMATIC FLUSH BOLTS TO BE USED AND NO 1 STOP DOORKNOB OR SURFACE —MOUNTED HARDWARE FOR THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS. GROUP CC 6 I-I GROUP KK- UNIT CLOSET 4. THRESHOLDS AT DOORWAYS: IF PROVIDED THRESHOLDS AT DOORWAYS SHALL BE J" INCH MAXIMUM IN HEIGHT. RAISED THRESHOLDS AND 1 KEYEDEYED LOCKSET 1 MANUFACTURES HARDWARE CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. 2 STOP 2 SELF CLOSER GROUP LL- UNIT BEDROOM 5. HARDWARE HEIGHT: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES SHALL BE INSTALLED 34 INCHES MIN. AND 48 1 DRIP CAP 3 HINGES INCHES MAX. ABOVE THE FLOOR. 1 THRESHOLD 1 PASSAGE LOCKSET 6• DOOR HARDWARE CONFIGURATION: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE 1 DOOR BOTTOMS 1 WEATHERSTRIPPING: 1 STOP A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO 1 PANIC HARDWARE (VAN DUPRIN OR SIM) GROUP MM- UNIT SLIDER TO DECK OPERATE. 1 MANUFACTURERS HARDWARE 7. DOOR OPENING / CLOSING FORCE: THE OPENING FORCE FOR INTERIOR SIDE —SWINGING DOORS, WITHOUT CLOSETS SHALL NOT EXCEED A 5—POUND FORCE. FOR 1 KEYED LOCKSET OTHER SIDE —SWINGING, SLIDING, AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15—POUND FORCE. THE DOOR SHALL BE SET GROUP DD 1 WEATHERSTRIPPING IN MOTION WHEN SUBJECTED TO A 30—POUND FORCE. THE DOOR SHALL SWING TO A FULL —OPEN POSITION WHEN SUBJECTED TO A 15—POUND FORCE. 3 HINCsES 1 THRESHOLD FORCES SHALL BE APPLIED TO THE LATCH SIDE. WITHIN AN ACCESSIBLE ROUTE, AT EXTERIOR DOORS WHERE ENVIRONMENTAL CONDITIONS REQUIRE A CLOSING 1 KEYED LOCKSET 1 STOPS 1 DRIP CAP PRESSURE GRATER THAN 8.5 POUNDS, POWER OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE OF TRAVEL. 1 THRESHOLD 1 DOOR BOTTOMS 8. SPEED OF DOOR WITH CLOSER: DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. GROUP EE 3 HINGES 9. SPEED OF DOOR WITH SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL 1 KEYED LOCKSET MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 1 SELF CLOSER 1 STOP 1 DRIP CAP 10. A TACTILE SIGN STATING EXIT AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, AND EXIT 1 THRESHOLD PASSAGEWAY AND THE EXIT DISCHARGE. 1 DOOR BOTTOMS 1 WEATHERSTRIPPING 11. WHERE SLIDING DOORS ARE IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES ICC A117.1-2009 SECTION 404.2.6 GROUP FF 3 HINGES 1 PRIVACY LOCKSET 1 STOP 1 THRESHOLD 1 DOOR BOTTOMS GROUP G G 3 HINGES 1 KEYED LOCKSET 1 SELF CLOSER 1 STOP 1 THRESHOLD 1 DOOR BOTTOMS 1 PANIC HARDWARE (VAN DUPRIN OR SIM) GROUP HH 3 HINGES 1 KEYED LOCKSET 1 SELF CLOSER 1 STOP 1 DRIP CAP 1 THRESHOLD 1 DOOR BOTTOMS 1 WEATHERSTRIPPING 1 PANIC HARDWARE (VAN DUPRIN OR SIM) PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ -�7IIa�T�� )ATE:11/15/2023 WE5► GUAS► GUUt GUNSULTANTS, INC. N N Z O p V (D0 c� z UU) a C) 0 N Q N wo O U U U 00 �� z 0 wwww 0 0 0 0 �- 0 C4C4mCA C4 N 0 0 iI o N C14 <r Cr m DRAWN: M CHECK: CID JOB NO: 19018 Z O �—zl W Q W O � Z rC) vl Cr W 0 0 T�O V ' LL.X: Q P I R S C H E R ARCHITECTSI CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 7,,l OF: SHEETS WINDOW 6CHEDULE 7L/ 101-011 ��_ /X II 101_011 41.0 .00, ej) w Lu IIIIII/ W� OPENING S f E z WIDTH X HEIGHT Q -1 � ,_ � WISH TP TP I TP TP T/X ® �3 - _ ® cv 1 - TP tP _ - W01 �� I 10 -0 x10 -0 FF INS/TP 38 AZ W02 5' -O" x 1' -0" FF INS/TP 38 AZ W03 10'-0" x 1'-0" FF INS/TP 38 AZ LOOK WO] STOREFRONT 12'—/III UJ02 STOREFRONT WO3 STOREFRONT �1_/ 11 WO.4STOREFRONT 41.0 UJ05 STOREFRONT W04 4'-0" x 1'-0" FF INS/TP 38 AZ W05 16'-O" x 1'-0" FF INS/TP 38 AZ WO6 12'-0" x 1'-0" FF INS/TP 38 AZ AZ W0l 5140" x 1'-0" FF INS/TP 38 ups E 1 _ 0 11 W08 1'-0" x 10-0" FF INS/TP 38 AZ WOC3 12'-0" x 10-0" FF TP 38 AZ �Q}�p = _ I NOT USED ul W10 .I 214011 x 2 -OI. FF INS/TP 30 VYL _ = _ = _ TP TP I Wll 5'-0" x 3'40" FF INS VYL 30 tP = _ N W12 10'-0" x 1'40" FF INS 3o VYL FINISH _' _ I TP TP- I W13 5'-0" x 1'-3" FF INS 30 VYL FLOOR W O(O STOREF WRONT O I STOREFRONT W O S STOREFRONT W 1 `Q W 11 W14 2'-0" x 2'-0" FF INS/TP 30 VYL 101 _ 011 2 � 11 1_/ 11 1_ 11 2 2 i 21_011 �1_/nALL//ll W15 2'-0" x 3'-6" FF 30 VYL I 11 2 1 _ � 12' _ rp 11 2 1 _ -� Wllo 2'-0" x 2'-3" FF INS 30 VYL ('n t - _ _ ('n ME t 2 I _ 0 11 I 21_/T�L/11 �' I � 1% Ng - - N N— — I FU_l - � 1 _ 0 I I U2 Wli 6'-0" x 4'-1" FF INS 30 VYL W18 5' -O" x 2' -O" FFINS 30 VYL W19 NOT USED FF INS 3O VYL>1 W20 5 -0 x * -0 FF INS 3O VYL FINISH - ai _ ai TP TP N W21 2'40" x 4'-0" FF INS 30 VYL FLOOR �J12 W13 = � W14 W15 WI(o uill Wla � W22 6'-0" x 4'-0" FF INS 30 VYL INS W23 2140" x 3'40" FF 3o VYL 21_�11 31_/n11 W24 2'-0" x 4'-0" FF INS 30 VYL J 1- 011 �� I w2i I 1 11 - 1U22 I 2 2 1 _ 011 I W25 I W25 3'-011 x �'-0" FF INS 3O �' L W26 2' -O" x 3' -6" FF INS 30 VYL W2i 4'-4" x 9'-0" FF INS/TP 38 AZ 1HR HM WITH SELF-LOCKING MECHANISMW VRII NOT USED I � ALUM —ALUMINUM INS —INSULATED SAFETY GLASS WD —WOOD FF —FACTORY FINISH PNT —PAINTED FINISH AZ —ANODIZED VYL —VINYL CLR —CLEAR TP —TEMPERED GLASS SEE DOOR TYPE FOR LOCATION FINISHFLOOR m W 1 C3 I I I LU2 0 I I l W 2 1 I I l W 2 2 I I I W2 3 W 2 4 1112 W 5 I IAFKS= I. SAFETY GLAZING PER 15C 2406.1 REQUIRED, PROVIDE IDENTIFICATION PER I5C 24063 2- SEE A-8.5 FOR INSTALLATION SEQUENCE 4 1 _ 4 11 3 LOCK FUNCTION TO 5E PROVIDED TO ALL OPERABLE WINDOW AND SLIDER DECKS FACTORY HARDWARE t0 5E PROVIDED At ALL WINDOWS. 5• WEATHER STRIPPING 6• PROVIDE SAFETY GLAZING WHERE NEEDED 2 1 _ 011 1 PROVIDE INSECT SCREENS FOR ALL OPERABLE WINDOW AND SLIDING DOORS = 8. FALL INSTALL PREVENTION DEVICE WHERE NEEDED UJUP = I c{1 N I _I � FINISH m FLOOR W2 (O UJ2 I STOREFRONT NOTE: SEE THE DOOR SCHEDULE FOR HARDWARE PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH CONSTRUCTION CODES THE APPLICABLE IDENTIFIED BELOW. ® BUILDING ❑ MECHANICAL ELECTRICAL ® ACCESSIBILITY ® STRUCTURAL PLUMBING ® ENERGY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, )ATE:11/15/2023 WES 1 cUAs l cvut GUNSULTANTS, INC. N N � Z O Lu U o ca z UN 0 N Q < qt uu z wwww o crNMM C4 cr 0 �C�N� Lu N o N C4 Cr DRAWN: M CHECK: CP JOB NO: 19018 w Z O ( • Z V Cn Lu y: 0 9 W Z z N 0 Cn ol W(D P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 ISHEET: I A 1,2 1 OF: SHEETS LUALL 7"'�FE5 "A 5/6" GWB ON CONT. VAP. BARRIER 1X3 TREATED STRIPPING 0 16" O.C. 311, R15 RIGID INSULATION CONC WALL - SEE STRUCT--\ a a a a a INTERIOR a EXTERIOR RUSTICATION AT EXTERIOR, SEE ELEVATION FOR LOCATION NOTES: IDENTIFICATION MARK TO BE APPLIED TO ALL INSULATION MATERIALS PER WSEC C303,1 NOTE: WALL THICKNESS PER STRUCTURAL S" AND 10 ", PER IBC 2016 TABLE 1222.1.1 MINIMUM REQ FOR 1HR CONCRETE WALL 2,5 CONCRETE WALL - 6" IN WIDTH AND 36" HIGH 2x4 STUDS 0 16" O.C. STAGGERED 6" O.C. ON COMMON 2x6 WOOD - PLATE W/ 6d COATED NAILS,1 " LONG O.OSI" SHANK 1" O,C, R-21 SOUND ATTEK INSULATION PLYWD PER STRUCTURAL 5/811 TYPE 11XII GWB FIRE TEST NO.: UL-U340 SEE KEYNOTEOj FOR ADD'L INFO SOUND TEST NO,: N5C-W95 55 STC 5/8" GWB ON CONT VAP. BARRIER 2x6 WD STUDS - R-21 INSULATION a a a CONT AIR WATER -/ BARRIER BRICK VENEER O/ BOARD ING MORTAR O/ SCRATCH COAT O/ METAL LATH 1 HR WALL INTERIOR 1 " AIR SPACE lqc- ------CONCRETE WALL - a SEE STRUCTURAL a. EXTERIOR 2x4 WD STUDS a 16" O.C. 5/8" TYPE 'X' GWB 5/811 TYPE "X" GWB / 5/6" TYPE 'X' GWB ON EACH SIDE 2x6 WD STUDS 16" O.C. R-21 INSULATION GA FILE NO, WP 3661 SEE KEYNOTEOFOR ADD'L INFO 1 HR WALL FIRE TEST: ITS J99-22441,1, 10-SS ,IL, A 11Q71 Ir,Q a IJ LAT tK 5/t5" IT t"' 'X' ' GWB (AT SHEAR WALLS USE PLYWOOD UNDER GWB, SEE STRUCT,) NOTE: -USE 5/8" W.R. GWB AT WET WALLS -USE SOUND ATTENUATION AT PLUMBING WALLS FIRE TEST NO,: UL DESIGN NO, U316 SEE KEYNOTED FOR ADD'L INFO SOUND TEST NO,: NRC TL-S3-266 (56 STC) 2x6 WOOD STUDS -1 16" O.0 1 HR WALL 5/6" TYPE 'X' GWB VAPOR RETARDER INTERIOR R-21 BATT INSUL —I 1/2" PLYWD J PER STRUCTURAL EXTERIOR SINGLE PLY AIR WATER BARRIER BOX RIB METAL SIDING NOTE: -USE 5/8" W,R GWB AT WET WALLS 2x4 WD STUDS a loll O.C, 5/8" TYPE 'X' GWB 5/811 TYPE 11XII Gm� 3-1/2",R--15 BATT ACOUSTIC INSULATION NOTE: -USE 5/5" W.R. GWB AT WET WALLS -USE SOUND ATTENUATION AT PLUMBING WALLS 2x6 WD STUDS PER STRUCT, 5/8" TYPE 'X' GWB INTERIOR VAPOR RETARDER R-21 GATT INSUL F SHEATHING PERK STRUCTURAL CONT AIR WATER BAF BRICK VENEER O/ BOARD ING MORTAR O/ SCRATCH COAT O/ METAL LATH EXTERIOR 2X4 WOOD - STUDS a 16" O.C. SINGLE LAYER 5/6" TYPE 'X' GWB SINGLE LAYER - 5/8" TYPE 'X' GWB 1 SIM TO MI WITH 2X6 STUDS a 1611 O.C. -USE 5/8" W,R GWB AT WET WALLS 33 MIL STEEL STUDS a 2411 O.C. 5/811 TYPE 'X' GWB- 5/8" TYPE IIXII GW5___T SOUND ATTEN INSUL (R21 BATT INSUL.) NOTE: -USE TYPE "X" GWB AT WET WALLS -USE SOUND ATTENUATION AT ALL PLUMBING WALLS GA FILE NO, WP 1213 SEE KEYNOTE®FOR ADD'L INFO SOUND TEST NO,: NGC 2020021 (44 STC) 1 HR WALL ME CONCRETE WALL - SEE STRUCTURAL FOR THICKNESS RUSTICATION AT EXTERIOR, SEE ELEVATION FOR LOCATION NOTE: WALL THICKNESS PER STRUCTURAL 8" AND 1011 PER IBC 2018 TABLE 1222.1.1 MIN I;REQ'D FOR 1-HR CONCRETE WALL 25"-35" WALL THICKNESS PER STRUCTURAL 8" AND 1011 PER IBC 2018 TABLE 1222.1,1 MIN REQ'D FOR 2-14R CONCRETE WALL 3 /_ 11-511 2X6 WD STUDS PER STRUCT. 5/8" TYPE 'X' GWB VAPOR RETARDER R-21 GATT INSUL- \ SHEATHING PER STRUCTURAL CONT AIR WATER BARRIEF 1X3 TREATED STRIPPING 16" O.C. EXT. ARCHITECTURAL FINISH SEE ELEVATIONS, INTERIOR EXTERIOR 2x4 WOOD STUDS 0 16" O.C. SINGLE LAYER 5/8" WR-GYP 2x6 WOOD STUDS a 16" O.C. SINGLE LAYER 5/8" WR-GYP 2x6 WOOD STUDS a 16" O.C. 5/8" TYPE 'X' GWB- 5/811 71/f 11 IQ C= 11XII / SOUND ATTEN INSUL NOTE: -USE 5/6" W.R. GWB AT WET WALLS -USE SOUND ATTENUATION AT ALL PLUMBING WALLS GA FILE NO, WP 3510 SEE KEYN0TEO3 FOR ADD'L INFO 1 HR WALL 5/5" GWB ON CONT VAP. BARRIER 2x6 STEEL STUDS - R-21 INSULATIONS m INTERIOR EXTERIOR RUSTICATION AT EXTERIOR, SEE ELEVATION FOR LOCATION CONCRETE WALL - SEE STRUCTURAL NOTE: 1 SPACE WALL THICKNESS PER STRUCTURAL 8" AND 1011 PER IBC 2018 TABLE 1222.1.1 MIN REQ'D FOR 2-HR CONCRETE WALL 3.6"-5" 2X4 STUDS 6 16" O.C. SINGLE LAYER — 5/6" TYPE 'X' GWB SINGLE LAYER 5/6" TYPE 'X' GWB 3-1/2", R-15 BATT ACOUSTIC INSULATION TYP.MASTER BEDROOM IN 2 BED UNITS AND BATHW. WALLS, SIM TO J WITH 2X6 STUDS a 16" O.C. -USE 5/6" W.R. GWB AT WET WALLS -USE SOUND ATTENUATION AT PLUMBING WALLS 2 "X4" STUDS ,@ 1611 O.C. STAGGERED 8" O.G. ON COMMON 2 "X6 " WOOD PLATE W/ 6d COATED NAILS,1" LONG 09 ,0,111 SHANK ,4", ill O,C, 1G/ �J 5/8" TYPE 'X' GWB PLYWD PER STRUCTURAL 2x4a160.C. R-21 SOUND ATTEN INSULATION Lj 5/8" TYPE 'X' Gm 5/6" W.R GWB JOINTS STAGGERED 2411 ON OPPOSITE SIDES, HORIZONTAL BRACING REQUIRED AT MID -HEIGHT, (LOAD BEARING) GA FILE NO. WP 3380 40 TO 44 STC SOUND INSUL. 1 HR WALL CONCRETE WALL - SEE STRUCTURAL FOR THICKNESS 1 HR WALL INSULATION WALL 455EM5LY KEY NOTES O1 UL-U340 - HORIZONTAL SECTION: 1, WOOD STUDS -NOM 2 BY 4 IN. ALTERNATING ON OPPOSITE SIDES OF NOM 2 BY 6 IN. WOOD PLATES, SPACED 24 IN. OC MAX ON EACH SIDE OF WOOD PLATES, STAGGERED 12 IN. OC ON OPPOSITE SIDE. 2, GYPSUM BOARDS -5/8 IN. THICK GYPSUM BOARD, PAPER OR VINYL FACED WITH BEVELED, SQUARE, TAPERED OR ROUNDED EDGES, GYPSUM BOARD NAILED TO EACH STUD 1 IN. OC WITH 6D CEMENT COATED NAILS, 1-1/8 IN. LONG, OM15 IN. SHANK DIAM AND 1/4 19 DIAM HEAD. AS AN ALTERNATE, NO. fo BUGLE HEAD DRYWALL SCREWS, 1-1/8 IN. LONG, MAY BE SUBSTITUTED FOR THE 6D CEMENT COATED NAILS. WHEN USED IN WIDTHS OTHER THAN 48 IN., GYPSUM BOARD TO BE INSTALLED HORIZONTALLY, AMERICAN GYPSUM CO -TYPES AG-C. CERTAINTEED GYPSUM INC -TYPE FRPC (FINISH RATING 20 MIN), TYPE C. CGC INC -TYPES C, IF-X2 (FINISH RATING 26 MIN). CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C -TYPE LGFC-C/A GEORGIA-PACIFIC GYPSUM L L C -TYPES 5 (FINISH RATING 2(o MIN), DAPC, TG-C, NATIONAL GYPSUM CO -TYPES FSK-C, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -TYPE C OR PG-C. THAI GYPSUM PRODUCTS PCL -TYPE C. UNITED STATES GYPSUM CO -TYPES C, IF-X2 (FINISH RATING 2(o MIN). 3. JOINTS AND NAIL14EADS -GYPSUM BOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND. NAIL HEADS COVERED WITH JOINT COMPOUND. AS AN ALTERNATE, NOM 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 4. BATTS AND BLANKETS, -(OPTIONAL) -3-1/2 IN. MAX THICKNESS GLASS OR MINERAL FIBER BATT INSULATION STAPLED TO STUDS. 5. FURRING CHANNEL -OPTIONAL -NOT SHOWN -FOR USE ON ONE SIDE OF THE WALL WITH ITEM 2D - RESILIENT CHANNELS, 25 MSG GALV STEEL, SPACED VERTICALLY 24 IN, OC, FLANGE PORTION SCREW ATTACHED TO ONE SIDE OF STUDS WITH 1-1/4 K LONG DIAMOND SHAPED PONT, DOUBLE LEAD PHILLIPS HEAD STEEL SCREWS, WHEN RESILIENT CHANNELS ARE USED, INSULATION, ITEMS 4D OR 4E IS REQUIRED. 6. WALL AND PARTITION FACINGS AND ACCESSORIES, -(OPTIONAL, NOT SHOWN) -NOMINAL 1/2 IN. THICK, 4 FT. WIDE PANELS, FOR OPTIONAL USE AS AN ADDITIONAL LAYER ON ONE OR BOTH SIDES OF THE ASSEMBLY, PANELS ATTACHED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHEN THE QR-510 PANEL IS INSTALLED BETWEEN THE WOOD FRAMING AND THE UL CLASSIFIED GYPSUM BOARD, THE REQUIRED UL CLASSIFIED GYPSUM BOARD LAYER($) IS/ARE TO BE INSTALLED AS INDICATED AS TO FASTENER TYPE AND SPACING, EXCEPT THAT THE REQUIRED FASTENER LENGTH SHALL BE INCREASED BY A MINIMUM OF 1/2 IN. NOT EVALUATED OR INTENDED AS A SUBSTITUTE FOR THE REQUIRED LAYER(S) OF UL CLASSIFIED GYPSUM BOARD, PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -TYPE QUIETROCK QR-510, 1, NON -BEARING WALL PARTITION INTERSECTION -(OPTIONAL) TWO NOMINAL 2 BY 4 IN, STUD OR NOMINAL 2 BY 6 K STUD NAILED TOGETHER WITH TWO 3K LONG 10D NAILS SPACED A MAX 16 IN. OC, VERTICALLY AND FASTENED TO ONE SIDE OF THE MINIMUM 2 BY 4 IR STUD WITH 3 IR LONG 100 NAILS SPACED A MAX 16 IN. OC. VERTICALLY, INTERSECTION BETWEEN PARTITION WOOD STUDS TO BE FLUSH WITH THE 2 BY 4 IN. STUDS, THE WALL PARTITION WOOD STUDS ARE TO BE FRAMED BY WITH A SECOND 2 BY 4 IN. WOOD STUD FASTENED WITH 3 19 LONG 10D NAILS SPACED A MAX 16 IN. OC, VERTICALLY, MAXIMUM ONE NON -BEARING WALL PARTITION INTERSECTION PER STUD CAVITY. NON -BEARING WALL PARTITION STUD DEPTH SHALL BE AT A MINIMUM EQUAL TO THE DEPTH OF THE BEARING WALL. INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. 2O UL-U316 - CONFIGURATION C: 1, WOOD STUDS -NOM 2 BY 4 IN., SPACED 12, Uo OR 24 19 OC AS SHOWN IN CONFIGURATIONS A, B OR C, EFFECTIVELY FIRESTOPPED. 2F. GYPSUM BOARDf -(AS AN ALTERNATE TO ITEMS 2 THROUGH 2E, ACCEPTABLE FOR USE WITH CONFIGURATION C) -NOM 5/8 K THICK, 4 FT WIDE, APPLIED EITHER HORIZONTALLY OR VERTICALLY TO ONE SIDE OF THE ASSEMBLY, NAILED TO STUDS AND BEARING PLATES WITH 6D CEMENT COATED NAILS 1-1/6 IN. LONG, OMS 19 SHANK DIAM AND 1/4 IN. DIAM HEADS SPACED 119 OC, ANY UL CLASSIFIED GYPSUM BOARD THAT IS ELIGIBLE FOR USE IN DESIGN NOS, L501, G512 OR U305. SEE GYPSUM BOARD* (CKNX) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES, 3, JOINTS AND SCREWHEADS -PANEL JOINTS COVERED WITH PAPER TAPE AND TWO LAYERS OF JOINT COMPOUND. SCREWHEADS COVERED WITH TWO LAYERS OF JOINT COMPOUND. 4. BATTS AND BLANKETS, -GLASS FIBER INSULATION, NOM 3-1/2 19 THICK, MIN. DENSITY OF OW PCF, WITH A FLAME SPREAD OF 25 OR LESS AND A SMOKE DEVELOPED OF 50 OR LESS, FRICTION -FITTED TO COMPLETELY FILL THE STUD CAVITIES. SEE BATTS AND BLANKETS CATEGORY (BKNV) FOR NAMES OF MANUFACTURERS. f INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY, ( GA FILE NO. UP 3510: ONE LAYER I" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS loll O.C. WITH 1 ill TYPE W DRYWALL SCREWS 1211 O.C. JOINTS STAGGERED 16" ON OPPOSITE SIDES, (LOAD BEARING) O GA FILE NO. UP 1213: ONE LAYER PROPRIETARY TYPE X GYPSUM BOARD APPLIED PARALLEL OR RIGHT ANGLES TO EACH SIDE OF 3-1/211, 33MIL STEEL STUDS 2411 O.C. WITH 1" LONG TYPE $-12 SCREWS 1211 O.C. AT VERTICAL JOINTS, INTERMEDIATE STUDS, AND FLOOR AND CEILING RUNNER 3-1/2" GLASS FIBER INSULATION IN STUD CAVITY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES, HORIZONTAL JOINTS ON OPPOSITE SIDES NEED NOT BE STAGGERED OR BACKED. (LOAD -BEARING) SOUND DESIGN: SOUND TESTED AS CONSTRUCTED FOR FIRE, PROPRIETARY GYPSUM BOARD NATIONAL GYPSUM COMPANY —5/811 GOLD BOND FIRE -SHIELD 60 GYPSUM BOARD O GA FILE NO. UP 3661: FIRE DESIGN: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGELS TO EACH SIDE OF 2x6 WOOD STUDS W6" O.C. WITH 2-1/411 TYPE $ OR W SCREWS 1211 O.C. 5-1/211 MINERAL FIBER INSULATION, NOMINAL 2B PCF, FRICTION FIT IN STUD CAVITY. VERTICAL JOINTS STAGGERED I(o" O.C., HORIZONTAL JOINTS STAGGERED 2411 O.C., ON OPPOSITE SIDES. TESTED AT 5,156 LENS PER STUD OR 100 PERCENT OF DESIGN LOAD (LOAD -BEARING) THICKNESS: 6-3/4" (FIRE) APROX WEIGHT: 85 PSF (FIRE) FIRE TEST: ITS J99-22441,1,10-99 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ -4IIa�T�� )ATE:11/15/2023 WE5► GUAS► GUut GUNSULTANTS, INC. N N Z O p CU (D0 c� z UU) a C) 0 N Q It In It O U U U 00 �� z O wwww cp ct) cQ cp o IN 000 CA CA N 0 n 0 o N C4 <rCrm01 DRAWN: M CHECK: CP JOB NO: 19018 Z vJ C� Z O F , ^� e J fla Z z c1� Q Y_ Lu D -1 L PIRSCHER ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 0 OF: SHEETS WALL 71'f=E5 5/8" TYPE "X" GWB R21 BUTT INSULATION 2x6 WOOD STUDS 6 16" O.C. 5/6" TYPE "X" GWB PER STRUCTURAL / 1/2" PLYWD SIDING PER ELEVAT NOTE: -USE 516" W.R. GWB AT WET WALLS INTERIOR EXTERIOR GA FILE NO. WP 8105 SEE KEYNOTE( FOR ADD'L INFO 1 HR WALL FIRE TEST: SEE WP 3510 (UL R3501-41, -46, S-11-65, UL DESIGN U30S, UL R1319-12S, 1-22-10, UL DESIGN U314) NOTES: IDENTIFICATION MARK TO BE APPLIED TO ALL INSULATION MATERIALS PER WSEC C303.1 2X6 WD STUDS PER STRUCT. 5/8" TYPE 'X' GWB - VAPOR RETARDER R-21 GATT INSULT 5/5" TYPE "X" GWB INTERIOR EXTERIOR SHEATHING PER STRUCTURAL CONT AIR WATER BARRIER' 1X3 TREATED STRIPPING 16" O.C. EXT. ARCHITECTURAL _j FINISH SEE ELEVATIONS. NOTE: -USE 5/6" W.R. GWB AT WET WALLS GA FILE NO. WP 5105 SEE KEYNOTEOI FOR ADD'L INFO 1 HR WALL FIRE TEST: SEE WP 3510 (UL R3501-41, -46, S-11-65, UL DESIGN U30S, UL R1319-12S, 1-22-10, UL DESIGN U314) WALL A55EM5LY KEY NOTES Ol GA FILE NO. WP 8105: FIRE DESIGN: EXTERIOR SIDE:ONE LAYER 48" WIDE 5/8" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2X4 WOOD STUDS 24" O.C. WITH 1-3/4" GALVANIZED ROOFING NAILS 4"O.C. AT VERTICAL JOINTS AND 1" O.C. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAYBE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD, WATER-RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH &D COATING NAILS,1-1/8" LONG OM15 SHANK, 1/4" HEADS,1" O.C.(LOAD-BEARING) THICKNESS:4-3/4" WITHOUT CLADDING (FIRE) APPROX. WEIGHT: &PSF WITHOUT CLADDING (FIRE) PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ o.Tw• )ATE: 11 /15/2023 WE5► cUAsl cvut GUNSULTANTS, INC. N N Z O p U o z U� a 0 N Q � N W O U U U 00 z wwww 0 0 0 N 0 N Cl crvC4N N, <r Cr m DRAWN: M CHECK: CID JOB NO: 19018 z vJ Q Z z lu 6� LU LL PIRSCHER ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 0 OF: SHEETS N NOTES: N 1. MATERIAL TO BE 24 a. PAINTED STEEL. WOOD SHIM GASKETED 0 g SL FASTENERS � 24" ALL MEMBER SIRING BY DECK MANI,FACIURER Z O 1" GYPCRETE OVER SHEATHING �F o 2. ALL SEAMS 70 SE SOLDERED. O.C. (BOTH SIDE GUARD RAIL AND DECK RAILING PER IBC REQUIREMENTS. w c. 3 3. TOP OF HOOD TO BE ANGLED min. 15'. ---- -- ALL CONNECTIONS TO WALLS AND FLOORS AND SCREW ROOF FRAMING PER SHEET METAL GAP 4. CONTRACTOR TO SUPPLY SAMPLE. PROVIDE FIRE SPRINKLING PER FIRE JURISDICTION HOLES TO BE CAULKED PER DECK MNFR STRUCTURAL 5. HOOD DESIGN BY OTHERS, TO INCLUDE cfD �4 BIRD SCREEN A7 BASE. 1 HOUR FLR/CLG _ CONDENSER UNIT. REFER M RT ,j SEE ELEVATIONS FOR TO ROOF PLAN FOR QN < ,. EXTERIOR SIDINGS STANDING SEAM METAL LOCATION 24 GA. METAL �� P �� ROOFING OVER SHINGLED WATER j 2' m1 Tom. FLASHING (PAINT) 1/2" � o/ 2X4 CHANNEL, PERFORATED ALUM PLANK GUARDRAIL _ ICE/WATER MEMBRANE LEVEL TOP RESISTANT BARRIER STUCCO 7EXTU�D (2) LAYERS T-60 1/24 NON FEROUS DECKING SURFACE. SEE [LNG m FASTENERS FIBER CEMENT PANEL U1RB o/ MACHINE BOLT DTL 19/A-8.2 FOR FURTHER S.Aa"I. 7RESILIENT o/ ix2 CONTIN SPACERS B,ATT INSUL, o/ a 24" O.C. INFO �X SLEEPER SOLDERED DUCT BOX BEAM PERJ CHANNEL o/ (1) LAYER PLYWOOD DECKING w/min.3" FLANGES �' STRUCT WRAPS141ELD W.R.B. o/ = CONTINUOUS ROOF +•HEM 0 J-BOX WITH „ 5/8 DENSCrtLASS (ONLY RAMING PER MEMBRANE WATER RESISTANT ,�„�. NOT S: � O (2) LAYERS �� 3 2 (min. 8" ast rough E - SEALANT X' GWB PE UNIT PLANS FOR �) x 2x12 CEDAR BARRIER LINER / RATED WALLS SEE STRUCTURAL CANT p g 1. MATERIAL TO BE 24 GAUGE 0 BACKING <r NOTES: opening on all sides) PAINTED STEEL. r SURFACE MOUNTED LOCATION) o/ PLYWOOD 2 �� :' � 1. S.A.M. APPLIED TO TOP FLANGE OF 2. WALL SHIELD LAPPED OVER LIGHT FIXTURE. SEE STRUCTURAL METAL VENT TO EXTEND MINIMUM 2 SHEATHING PER PAST VENT OUTSIDE AND BEHIND SACK RCP PLANS PREFAB ALUI FLASHING 2X BLOOKING BELOW FLANGES ON EITHER SIDE. PLATE Uq BALCONY SLEEPER AS 2. S.A.M. APPLIED 7O SIDE FLANGES OF 3. SIZES VARY TO FIT EACH REQUIi;;?ED W/V' LAG VENT TO EXTEND ABOVE TOP FLANGE APPLICATION 24 GA. METAL BASE � SEE 12/A-8.1 BOLTS � 12" O.C. AND BELOW BOTTOM FLANGE MINIMUM 2". �. CONTRACTOR 70 SUPPLY TRIM FLASHING 3. SIDING NOT SHOWN FOR CLARITY. SAMPLE. (PAINT) SIDING 30" lx4 PRESSURE TREATED VERTICAL FURRING MIN. PRIMARY W.R.B. ALUM PICKET U W.RB. PIECE LINER 1-1/2" X 2" ALUM ARCH GRADE METAL (EXTEND 5" PAST ROUGH BOTTOM RAIL ROOFING O/ 30 D FELT U U PAPER O/ PLYWD PER STRUCTURAL OPENING O D O O INSECT SCREEN AROUND PERFORATED z w w w w ALUMINUM PLANK BASE OF FURRING 4 DIA CIRCULAR GALV. STL. DECKING. FOR FURTHERIL z SELF -ADHERING <r MEMBRANE (TOP 4 SIDE (�/ INFO PLATE W/ 3-3/8" u FLANGES, EXTEND min. 2" ¢ + LAG OR EXP. BOLTS o PAST FLANGES) METAL FLASHING + 1'is" � GALV. ALUMINUM VENT CAP c it v 11/2 DIA. STL PIPE, STL. PIPE C4 CA BY SEIHO MODEL *SFX 1 Z STAINLESS STEEL _ ' END RAFTER N c-, n SHOP DRILLED Q 0 PH* 1-800-2�8-0030. Z CONT. METAL AND PAINT � 0 INSECT SCREEN TO BE — N PROVIDED -1 RANGE 4 = CLEAT O o N �, cr = PREFAB ALUMINUM C; m m TOILET EXHAUST LOUVERS. N r BALCONY SYSTEM SCREENS NOT 70 BE N 6/2" b/�2' PROVIDE PROVIDED a DRYER VENTS. >L INTER'1EDIATE VENT PIPE 11 tt BRACING 6 HARDIPANEL 5 0 O.G. � NOTE: 1. PROVIDE CLEAR FLOOR SPACE COMPLYING W/ SECTION 305. SIDING O/ (2) CONTRACTOR 70 PROVIDE AND INSTALL POSITIONED FOR FORWARD APPROACH. LAYERS T-60 DRAWN: M EXHAUST VENTS PER REFLECTED CEILING PLAN WRB SECTION AND MECHANICAL CODE REQUIREMENTS. 2. PROVIDE KNEE 4 TOE CLEARANCE COMPLYING W/ SECTION 306, CHECK: CID r _'� VENT EXHA ST WORK SUR AGE IN KITCHEN FOR ADA ACCE5515LE UNIT5 HANDR>4IL RETI�RI�I ALI.II" IINI,II" 15ALCONY SACK RAKE i=fi=E HANDRAIL JOB NO: 19018 _T 8 _ II = I II _ 9 _ II = I II 11 _ I 11 12 11 _ I 11 DECK EDGE 13 - II _ I _ II �.fp21.SL/2,a 14 II _ 1 _ II 1 1/2 1 —0 6016 DOOrt 1 1/2 1 —0 0011—DO,4UNIT 3= 1 —� 5.500.204 3 1 —0 3 —1 0 3= 1 0 Tr:,-�00.20�,4 AIR SENT MOOD >�SSEM�L�' T�IROUC��I SIDING AND 1 HARD[ I=ORC�>�NC�ED VENTS � 1 H R CORRIDOR CEILING � �,�R,��ET STOR��RONT � D � C'IG E A VE � 7 1"I'EC�. CI,IR� - CO1�1DE1�l5ER 1-1 "=1'- /2 O 6 16- O 6 O D 0 1 2„=1'-0" / 6.100.004 &51420016FRONTP 1 11=,1_ II /2 0 DECK 1-1 2„=1'—O" / E A VE ��_ �_ II 3 1 0 i� lea . 20.0X. PANEL SIDING O/ 1/2"4" STRIPPING VERIFY 3/4" 5/gPLYWD SHEATHING PER TYPE X STRUCT. 'h FRY REGLE7 Q EXTERIOR CONCRETE FCP-Z FLASHING EXTERIOR EXTERIOR 3 OF: SHEETS N N PLYWD SHEATHING PLYWD SHEATHING EXTERIOR INTERIOR INT. E Xr, f Nr. E Xr. 50AARD 4 PER STRICT CEEMENNT PANEL PER STRICT R-21 BATT INSULATION R-21 BATT INSULATION o 0 0 BATTEN SIDING 2x6 WALL 2x6 WALL HARD( BOARD &BATTEN STUDS STUDS WASHER DRYER SIDING o/ 1/2x2 CONTIN. FIBER CEMENT PANEL o/ z (1) LAYER (1) LAYER ° ° Q STRIPPING o/ (1) LAYER 1/2x2 CONTIN. STRIPPING VINYL INSULATED GLASS WRAPSHIELD bye" TYPE "X" WRAPSHIELD b�8" TYPE "X" `�' `�' a a WALL TYPE "Y" WRAPSHIELD. LAP o/ (1) LAYER WRAPSHIELD. ASSEMBLY o WRB GYP BOARD WRB GYP BOARD vi F- WRAPSHIELD o/ METAL LAP WRAPSHIELD o/ METAL Q>�o vi ADHESIVE WATER Q 1/2x2 CONTIN HEADER 1/2x2 CONTIN HEADER a x o w z v Z a FLASHING FLASHING BARRIER MEMBRANE 0/ ¢ N STRIPPING PER STRUCT. STRIPPING PER STRUCT. Q w w ¢ w FLASHING w c� w z ° 1x HARDI TRIM J z U M J o 1X HARDI TRIM SELF ADHESIVE SELF ADHESIVE Q 00 o w 0° z 3/4 SHIM SPACE (1) LAYER WRAPSHIELD WATER BARRIER WATER BARRIER w J z 0 O WRB 0/ PLYWOOD L4 Ix HARD[ MEMBRANE, LAP MEMBRANE, LAP a ADHESIVE WATER ADHESIVE WATER Ix HARDI o z - SHEATHING PER STRUCT TRIM O/ NAIL FLANGE TRIM O/ NAIL FLANGE 3/4" CHAMFER, TYP.BARRIER MEMBRANE BARRIER MEMBRANE SEALANT EA SIDE �' l�� 2x WOOD FRAMING cm M 21" RATED 24 GA HEAD FLASHING 24 GA HEAD FLASHING 1x CEDAR TRIM 1 TYP . ELEVATION 2 H.M. DOOR & FRAME BUG SCREEN 24 GA. HEAD--T 24 GA. HEAD GASKETED, AS REQ'D BUG SCREEN NOTE: PER ICC A117.1-2009, SECTION 309.4, PER HARDWARE DOOR & DOOR & 22 GA. FLASHING W/ FLASHING E FLASHING E OPERABLE PARTS SHALL BE OPERABLE WITH SCHEDULE FRAM PER FULL WEATHER FRAM PER FULL WEATHER DRIP DRIP (DELETE DRIP (DELETE ONE HAND AND SHALL NOT REQUIRE TIGHT SCHEDULE SCHEDULE AT SIM. SEALANT AT SIM. SEALANT METAL DRIP SET IN SEALANT STRIPPING STRIPPING CONDITION) CONDITION) GRASPING, PINCHING, OR TWISTING OF THE PEMKO 346 C OR D MATCH VINYL WINDOW BUG VINYL WINDOW WRIST. HARDWARE FINISH AT HEAD VINYL INSULATED GLASS INSULATED AND INSULATED AND ASSEMBLY SCREEN SCREEN ONLY. TEMPERED GLASS TEMPERED GLASS �A�AsIpIN JAMB SIM. U% �1�E� CEMENT PMEL JAMB SIM. H.M. DOOR HEAD (RATED) DOOR J>�1" I5 SM° DOOR J>�1" I5 SM° 7 MULLION AT VINYL WINDOWS 1 2 11 = ' 1' F MACHINE F MACHINE 4 "— '— "7 '- " MTLDOORJAMB "- '- " MTLDOORJAMB "— '— " 6054 vinyl win head HARD[ PANEL 3 1 -0 6054 vinyl win head HARD[ PANEL 3 —1 0 EXTMETALDOORHEAD 3 1 0 3 1 0 3 —1 0 8.410.413 VINYL WINDOW 1/4" 211 F d) SILL PAN W/ BACK DAM (DING PER >ui INSECT SCREEN SELF-ADHESIVE WATER ELEVATIONS VINYL INSULATED GLASS INTERIOR AROUND BASE BARRIER MEMBRANE ® PRIMARY' W.R.B. ASSEMBLY TOP OF FURRING SILL. LAP o/ (1) LAYER 8.,4a" I. EXTERIOR SEALANT EA SIDE EXTERIOR U WRAPSHIELD WRB 1/4" ANGLE CLIP SHIM SPACE ADHESIVE WATER SHEATHING � RAILING - BARRIER MEMBRANE 0/ CAULKING <r W/ WEEPS FLASHING U U m u I - 16 O.C. „ „ o (1) LAYER WRAPSHIELD O O yWRB 0 PLYWOOD HARDIE o w w 2•m1n.\ 1/� DIA, HOLE � SHEAT ING PER STRUCT PANEL � � z PAINTED � SLOTTED HOLE � BOARD 4 MDF SILL TO SUIT a BATTEN --- 2•min ALT, 1 30" 2x WOOD FRAMING SID[NG Ix HARDI 3m1n. OFFSET 24" MAX. o TRIM W/ 2"x6" WOOD STUDS PRIMARY W.R.B. FROM CENTER OF GA T, REQ'D 1x CEDAR TRIM BEVELED 5/8" TYPE "XII S.fi;M• DOOR OPENING 48" ° PER HARDWARE ANNODIZED ALUMINUM N N n TOP 1/4ANGLE CL[P SCHEDULE STOREFRONT SYSTEM HA [ A GUJB RAILING RATED 22 GA. FLASHING W/ C4 0 0 04 HARD BOARD H.M. DOOR E FRAME DRIP [1 N 0 C,, E BATTEN OF CLEAR OF CLEAR GROUT FRAME SOLID, INSULATED GLASS m SIDING O/ SPACE SPACE PAINT CONTIN 1/2x2 DOOR & STRIPPING SEALANT - CONT. FRAME PER = EXTERIOR SCHEDULE �,) LAYER ALT. 2 2 TYP . CLEAR FLOOR INSULATED MIN 1/2" P.T. OUTSIDE WRAPSHIELD SPACE INTERIOR & TEMPERED CORNER WRB GLASS WOOD FURRING TRIM DRAIUN: M WIN SILL OARD TTEN ANGLE CLIF FOR RAILING ATTACK. WASHER/DRYER DTL H.M. DOOR JAMB (RATED MULLION AT VINYL & S.F. CORNER JOINT � � � � SIDING VERTICAL MULLION HORZ. SIM. CP 8 9 10 11 12 13 14 JOB NO: 19018 311 1'-011 1-1/2"=1'-0" ralling angle cllp 1/ =1 —O 311=1'-011 EXTMETALI)OORJAIMB 3 =1 —0 8.410.413 &11= -�" CORNER JOINT 3 =1 —0 VERT. MULLION VINYL WINDOW SIDING PER CARPET (PER OWNER) o/ 1" SILL PAN W/ BACK DAM ELEVATION GYPCRETE o/ PLYWOOD DECKING INSECT SCREEN SELF-ADHESIVE WATER (PER STRUCT.) o/ TJI JOISTS PER AROUND BASE BARRIER MEMBRANE RESSURE RATED EXT, STRUCTURAL TOP OF FURRING SILL. LAP o/ (1) LAYER TREATED HOLLOW METAL DOOR VERTICAL W/ FULL WEATHER GLAZING, SEE ENERGY WRAPSHIELD WRB STRIPPING jj�r, Ix HARDI TRIM FURRING CAULKING CALCS FOR U-VALUE THRESHOLD W/ WEEPS ® PRIMARY SEALANT FIBER CEMENT PANEL 0/ WITH SLIDING DOOR & THRESHOLD 2 LAYERS TYPE "X" 16" O.C. WRB• ALUM. THRESHOLD 1x2 CONTIN. STRIPPING 1: 2 V G.W.B. EACH SIDE „\ SELF -ADHERING SET IN SEALANT 21 o/ (1) LAYER WRAPSHIELD BEVELED MEMBRANE (TOP 4 W/ SCREW WRB 0/ PLYWOOD ` PAINTED SIDES OF BOX ONLY, EXPANSION BOLT SHEATHING 0/ 2x6 WOOD 6" HEADER PER "\,,'\ MDF SILL EXTEND min. 2" PAST ❑ PERFORATED ALUMINUM FRAMING N x STRICT. ENDS OF BOX, SIM.) 1x HARDI LIGHT FIXTURE c a PLANK DECKING r " TRIM W/ 2"x6" WOOD STUDS ADHESIVE WATER BEVELED 5/8" TYPE "X" ELECTRICAL BOX ° L BARRIER MEMBRANE. LAP O/ PREFORMED i DOWEL SIDEWALK (1) LAYER TOP GWB FLASHING BY zi ° INTO MAT SLAB PER 26 GA. METAL FLASHING llis" HOUR WELDED FIBER CEMENT QU[CKFLASH• � STRUCTURAL j WRAPSHIELD WRB MOUNTING RING FRAME CONEIN. 1/2x2 ° ° FIBER CEMENT PANEL SIDING o/ 1x2 GASKET GASKET �' STRIPPING - POSITIVE I N STRIPPING o 2 LAYERS T 60 P VE DRA AGE / ( ) HOLLOW METAL DOOR W.R.B• PIECE FROM BLDG (MAX BUILDING PAPER o/ 5/8" DENSGLAS INSULATED (1) LAYER LINER, EXTEND SLOPE 1:50) o/ PLYWOOD o/ 2x6 WOOD FRAMING WRAPSHIELD MIN. 6" PAST GLAZING WRB ROUGH OPENING - NOTE: EE STRUCTURAL DRAWINGS FOR FRAMING INFO. 1 I-4.M, DOOIR HEAD JAM R WIN SILL -9 fiber cement panel 7 ELECTRICAL WALL MOUNTED LIGHT H. M. THRESHOLD «t�D) q SLIDING METAL DOOR AT DECK SLIDING DOOR JAMS BALCONY THRESHOLD 15 311 11_/r11 2HR IETAL MTL 1 II = 1 _ II 11024 VINYL WIN SILL HARDI 1 / _ II.1 _ II 1 8 311.11.011 1 _ _ 1 _ SLIDINGMETALDOOR®DECK 20 ii - I _ ii 21 i "— '— " fG/ FRAMING 6 3 1 PANEL 1 1/2 1 0 Wa llmountedllght2 10.110,032 1 1/2 l 0 3 -1 0 0,410,421 6 —1 O + 1/4 ' 211 VINYL WINDOW CAST- IN ANCHORS PLYWD SHEATHING SILL PAN W/ BACK DAM H. M. DOOR 3 PER JAMB MIN. PER STRICT 5/8 TYPE X GWB. 2x6 WALL SELF-ADHESIVE WATER 1 X 2-1/2 WOOD TRIM BARRIER MEMBRANE w GASKET, AS REQ'D 2x4 STUDS EXTERIOR SEALANT EA SIDE BOX RIB MTL STUDS SILL. LAP o/ (1) LAYER PER HARDWARE SHIM SPACE SIDING o/ (1) 7811 TYPE "X" W/ WEEPS ULKING WRAPSH[ELD WRB ANODIZED ALUMINUM SCHEDULE a LAYER STOREFRONT DOOR a m WRAPSHIELD GYP BOARD 16" O.G. " " ANODIZED ALUMINUM JAMB W/ FULL WEATHER METAL „ „ , THRESHOLD WRB �_ WINDOW STRIPPING. HEADER CARPET ° \� PER STRICT. 11 1 A[NT ANODIZED ALUMINUM (� ° 2 1/2 x P ED WINDOW Z ' `r MDF SILL O 1" GYPCRETE a SELF ADHESIVE METAL PLYWOOD DECKING < WATER BARRIER TRIM 2 1/2" METAL MEMBRANE, LAP 211x6" WOOD HEADER � O/ NAIL FLANGE STUDS ANODIZED ALUMINUM FULL WEA HER TRIM ° STOREFRONT DOOR [E� STRIPPING _ 5/8" TYPE "X" ❑ W/ FULL WEATHER ILI TJI WOOD JOISTS VRATED GUI STRIPPING. PER STRUCTURAL H.M. DOOR E FRAME GROUT FRAME SOLID, BOX RIB PAINT 24 GA. HEAD MTL SIDING SOLID CORE WOOD DOOR, FLASHING W/ v / WOOD FRAME SEALANT - CONT. DRIP (DELETE Z z 1 X 2-1/2 WOOD TRIM AT SIM. SEALANT O CONDITION) (1) LAYER Q INTERIOR VINYL WINDOW D 5/811 TYPE 11X11 G•W.B• WEEP HOLES WRAPSHIELD 16" O.C. WRB � C W METAL THRESHOLD DOOR JAMB / HEAD H.M. DOOR JAMB uUIN_ HEAD's MTL SIDING JAMB SIM. UJINDOW SILL 5OX RI5 SID INCH STORE FRONT II--EEAD STOfiRE=FfiRONT J8,�1"r �-�--� L 0 22 I I_ I_ I I METALTH SHOLD 2 I I_ I_ I I 24 I I_ I I I 2 5 I I_ I I I 2 6 I I_ I 11 2 311 = 11 _ /71"F 2 3"= 1'- 0" J,4M5 3 -1 MTL FLOOR 3 -1 0 11JOODJ,4M8NE,4D7 3 -1 -0 FJ(ir1ETALD0M MWIIll 3 -1 - 3 -1 - 0 SL/ + + + + PIRSCHER ___----_DOWNSPOUT CLAMP, SEE ANODIZED ALUMINUM SOLID CORE CORRIDOR UNIT INTERIOR CORRIDOR UNIT INTERIOR DETAIL X/A-8.2. Rl STOREFRONT DOOR , A R C H I T E C T S WOOD DOOR HOLLOW METAL W/ FULL WEATHER DOOR SWEEP ON 90 OMIN. AND FRAME RATED SOLID CORE WOOD INSULATED GLASS STRIPPING. CDA + Pirscher Architects EXTERIORISMOKE DOOR AND FRAME ALUMINUM THRESHOLD 23114 100 AVE W 20 MIN FIRE RATED 26ga. STEEL DOWNSPOUT, POSITIVE DRAINAGE SET IN SEALANT EDMONDS, WASHINGTON, 98020 QASiGET SEE ELEVATIONS FOR FROM BLDG. (MAX. &SCREW ATTACHED (2os)3sa-ssss � CARPET METAL CARPET METAL FINISH. SLOPE 1:50). TO THICKENED SLAB. H. M. DOOR THRESHOLD THRESHOLD EXPANSION BOLT CARPET VINYL VINYL -------EXTERIOR WALL. POSITIVE DRAINAGE I� ALUMINUM STOREFRONT FROM ATTACHMENT ) 111 GYPCRETE 111 GYPCRETE 1" GYPCRETE �, �E� SEALANT, ¢ SLOPE 1 5 PER BIDDER DESIGN RES U B PLYWOOD DECKING PLYWOOD DECKING PLYWOOD DECKING K ° a SEALANT a � Oct 02 2023 ° DOWEL SIDEWALK .I. BOOT HUB, TIGHTLINE RIGID INSULATION p DEVELOPMENT SERVICES a INTO MAT SLAB PER TO STORM SYSTEM. PLAN REVIEW ACCEPTANCE DEPARTMENT STRUCTURAL TJI WOOD JOISTS TJI WOOD JOISTS TJI WOOD JOISTS 1" MIN. BLOCKOUT SLAB FOR FOR COMPLIANCE WITH THE APPLICABLE NOTE: NOTE: 2 CONSTRUCTION CODES IDENTIFIED BELOW. NOTE: PT SLAB PER STRUCTURAL P.T. SLAB AT PER STRUCTURAL P.T. SLAB AT PER STRUCTURAL TOP OF SLAB a PERIMETER INSULAl10N BLD2022-0527 AT SECOND FLOOR AND TO SUPPORT a SECOND FLR SECOND FLR a a ® BUILDING ®STRUCTURAL a EDGE OF SIDEWALK. MECHANICAL PLUMBING Q ® ACCESSIBILITY EI FIRE ELECTRICAL ENERGY POSITIVE DRAINAGE 2" PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO FROM BLDG (MAX 1" EXPANSION JOINT PROCEED IN VIOLATION OF ANY FEDERAL, 2 MATERI STATE, OR LOCAL REGULATIONS. SHEET: a SLOPE 1:50) BY: _ Al )ATE: 11/15/202 WEsi GUAZil cuUt GUNSULTANTS, INC Fir 7 H.M. THRESHOLD WOOD DOOR SI LL METAL THRESHOLD METAL THRESHOLD DOWNSPOUT BASE STOREFRONT SILLr-7ALUMINUM THRESHOLD A 8,,2 29 3"=1'-0" 30 3"=1'-0" NOTHRESHOLD 31 311=11_011 woODTHRESHOLD� 32 3"=1'-�" woODTHRESHOLD 33 1-1 2"=1'-0" 15.460.051a 3 3"=1'-0" �3"=1'—C EX11t 0000RESHOLDNONRATED IWOOD3 SL/ / 8. 410.161 8.410.4321 OF: SHEETS 2.4 2� 1 32" MIN. CLR 2 C SCHEDULED DOOR WIDTH CC)A2D �C ADA COMPLIANT HARDWARE EACH SIDE J OF DOOR MOUNT 36" ABOVE FLOOR 1"X2 1/2" WOOD TRIM EACH SIDE AND HEAD k4C WOOD POCKET DOOR E FRAME PER 2X4 WOOD STUD 3 MFR 1, FLOOR -CEILING ASSEMBLY - THE 1HR FIRE RATED SOLID OR TRUSSED LUMBER JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS ,AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL L500 SERIES Ll DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. THE 2 HR FIRE -RATED WOOD JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE 2 MANNER SPECIFIED IN THE DESIGN No. L505, L511 OR L536 IN THE UL FIRE RESISTANCE DIRECTORY. THE F AND 7 RATING OF THE FIRE STOP SYSTEM ARE EQUAL TO THE UND BATT INSULATION LESSER RATING OF THE FLOOR -CEILING OR WALL ASSEMBLY ARE SUMMARIZED BELOW: A. FLOORING SYSTEM - LUMBER OR PLYWOOD SUB FLOOR 5/8" TYPE "X" CxU1B. EACH SIDE OF STUDS WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE AS SPECIFIED IN THE INDIVIDUAL PROVIDE STOP TO PREVENT DOOR FROM FLOOR -CEILING DESIGN. MAX SIZE OF OPENING IS 5-1/21N SLIDING FULLY INTO POCKET FRAME BY 12 IN, B. WOOD JOISTS - FOR 1 HR FIRE -RATED FLOOR-CEILIN ASSEMBLIES NOM LOIN DEEP(OR DEEPER)LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS WITH FO` KET C)00F 2 L_ 1-1/2"=1'-011 pocket dr jamb BRIDGING AS REQUIRED AND WITH ENDS FIRE STOPP FOR 2 HR FIRE -RATED FLOOR -CEILING ASSEMBLIES, NOM 2 BY LOIN LUMBER JOISTS SPACED 16IN OC WITH NOM 1 BY 31N LUMBER BRIDGING AND WITH EBDS FIRE STOPPED. C. GYPSUM BOARD - THICKENS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL FLOOR -CEILING DESIGN. THE F AND 7 RATINGS OF THE FIRE STOP SYSTEM ARE EQUAL TO THE FIRE RATING OF THE FLOOR -CEILING ASSEMBLY. 2. CHASE WALL- THE THROUGH PENETRANT (ITEM 3) SHALL BE ROUTED THROUGH A FIRE -RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM WALLBOARD CHASE WALL HAVING A FIRE RATING CONSISTENT WITH THAT OF THE FLOOR -CEILING ASSEMBLY. THE CHASE WALL SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE 1A MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE A 35 3A DIRECTORY AND SHALL INCLUDE THE FOLLOWING 3C� CONSTRUCTION FEATURES: 2A A. STUDS- NOM 2 BY 61N OR DOUBLE NOM 2 BY 4 IN LUMBER STUDS B. SOLE PLATE - NOM 2 BY 6 IN OR PARALLEL 2 BY 41N LUMBER PLATES, TIGHTLY BUTTED. MAX SIZE OF OPENING IS 5-1/21N BY 12 IN. C. TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO 2 BY 61N OT TWO SETS OF PARALLEL 2 BY 41N LUMBER PLATES, TIGHTLY BUTTED. MAX SIZE OF OPPENING IS 5-1i2IN BY 12, 3C 15 D. GYPSUM BOARD - THICKNESS, TYPE, NUMBER OFff LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN 'A INDIVIDUAL WALL AND PARTITION DESIGN. IA 1B A -A 3- THROUGH PENETRATES - TWO METALLIC PIPES OR TUBING'S 70 BE INSTALLED EITHER CONCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPES OR TU51NGS 70 BE 2 1. WALL ASSEMBLY - THE 1 OR 2 HR FIR -RATED GYPSUM RIGIDLY SUPPORTED ON 50TH SIDES OF FLOOR WALLBOARD/STUD WALL ASSEMBLY SHALL BE ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF CONSTRUCTED OF THE MATERIALS AND IN THE MANNER METALLIC PIPE OR TUBING MAY BE USED: DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES A. STEEL PIPE- NOM 21N DIAM (OR SMALLER) SCHEDULE 5 3 4 WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE (OR HEAVIER) STEEL PIPE DIRECTORY AND SHALL INCLUDE THE FOLLOWING B. IRON PIPE - NOM 21N DIAM (OR SMALLER) CAST OR CONSTRUCTION FEATURES: DUCTILE IRON PIPE 4 A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD C. COPPER TUBING - NOM 21N DIAM (OR SMALLER) TYPE 1C 2 STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO L (OR HEAVIER) COPPER TUBING. CONSIST OF NOM 2 BY 4IN LUMBER SPACED 161N. OC WITH NOM 2 BY 4 IN LUMBER END PLATES ANDCROSS D. COPPER PIPE - NOM 21N DIAM (OR SMALLER) 'a`-'d` BRACES. STEEL STUDS TO BE MIN 3-1/21N WIDE BY 1-3i8IN REGULAR (OR HEAVIER) COPPER PIPE, DEEP CHANNELS SPACED MAX 241N OC. 4. PIPE COVERING - THE PENETRANTS SHALL BE PROVIDED 1. FLOOR- CEILING ASSEMBLY - THE 1 HR FIRE -RATED SOLID B. GYPSUM BOARD - s THICK, 4P7 WIDE WITH WITH ONE OF THE FOLLOWING PIPE COVERINGS. THE OR 7USSED LUMBER JOIST FLOOR -CEILING ASSEMBLY SQUARE OR TAPERED EDGE. THE GYPSUM WALLBOARD ED G ANNULAR SPACE BETWEEN THE PIPE COVERINGS AND THE SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE TYPE, THICKENS, NUMBER OF LAYERS, FASTENER TYPE PERIPHERY OF THE OPENING SHALL BE A MIN. OIN.(POIN7 MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN CONTACT) 70 MAX. 5-3i81N. THE ANNULAR SPACE BETWEEN FLOOR -CEILING DESIGN IN THE UL FIRE RESISTANCE UAL U3 THE INDIVIDUAL R UTOR SERIES DESIGN IN THE THE INSULATED PENETRANTS SHALL BE A MIN OIN (POINT DIRECTORY. THE GENERAL CONSTRUCTION FEATURES OF CE I FIRE RESISTANCE DIRECTORY, MAX DAM OF OPENING CONTACT 70 MAX 5-3i8 IN. THE FLOOR -CEILING ASSEMBLY ARE SUMMARIZED BELOW: 15 IS 15IN, A. TUBE INSULATION PLASTICS - NOM 1/2IN THICK A. FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR THROUGH -PENETRANT F RATING OF THE FIRESTOP ACRYLONITRILE BUTADIENE/POLYVINYL CHLORIDE WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR SYSTEM IS EQUAL 70 THE HOURLY FIRE RATING OF THE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TOPPING MIXTURE AS SPECIFIED IN THE INDIVIDUAL WALL ASSEMBLY IN WHICH IT IS INSTALLED. TUBING, SEE PLASTICS + (QMFZ2) CATEGORY IN THE FLOOR -CEILING DESIGN DIAM OF OPENING SHALL BE 2. THROUGH -PENETRANT - ONE METALLIC PIPE, CONDUIT OR PLASTICS RECOGNIZED COMPONENT DIRECTORY FOR 1-1/2IN, LARGER THAN THE ACTUAL OD OF INSULATED TUBING 70 BE INSTALLED EITHER CONCENTRICALLY OR NAMES OF MANUFACTURERS. ANY RECOGNIZED PIPE (ITEMS 2 AND 3) ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM, THE COMPONENT TUBE INSULATION MATERIAL MEETING THE B. WOOD JOISTS - NOM LOIN DEEP (OR DEEPER) LUMBER, SPACE BETWEEN PIPES, CONDUITS OR TUBING AND THE ABOVE SPECIFICATIONS AND HAVING A UL 94 STEEL OR COMBINATION LUMBER AND STEEL JOISTS, STEEL SLEEVE (ITEM 3A) SHALL BE MIN OF OIN (POINT FLAMMABILITY CLASSISICATION OF 95-5VA MAY BE TRUSSES OR STRUCTURAL WOOD MEMBERS WITH CONTACT) 70 MAX 2-3i81N. PIPE, CONDUIT OR TUBING TO USED. BRIDGING AS REQUIRED AND WITH ENDS FIRES70PPED. BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL B. PIPE COVERING - NOM 11N THICK HOttOW CYLINDRICAL C. GYPSUM BOARD- NOM 4 F7 WIDE BY % IN. THICK AS ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF HEAVY DENSITY (MIN 3BPCF) GLASS FIBER UNITS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: JACKETED ON THE OUTSIDE WITH AN ALL SERVICE DIAM OD OPENING SHALL BE 1-1i2IN. LARGER THAN A. STEEL PIPE- NOM 121N DIAM (OR SMALLER) SCHEDULE JACKET. LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY- APPLIED SELF-SEALING ACTUAL OD OF INSULATED PIPE (ITEMS 2 AMD 3) IO(OR HEAVIER) STEEL PIPE LAP TAPE. TRANSVERSE JOINTS SECURED WITH METAL I.I. CHASE WALL - (NOT SHOWN, OPTIONAL) THE THROUGH B. IRON PIPE - NOM 121N DIAM (OR SMALLER) SERVICE FASTENERS OR WITH BUTT TAPE SUPPLIED WITH THE PENETRANTS (ITEM 2) MAY BE ROUTED THROUGH A 1 HR WEIGH7(OR HEAVIER) CAST IRON SOIL PIPE, NOM 121N PRODUCT. FIRE -RATED SINGLE, DOUBLE OR STAGGERED WOOD DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) SEE PIPE AND EQUIPMENT COVERING - MATERIALS STUD/GYPSUM WALLBOARD CHASE WALL HAVING A FIRE DICTILE IRONPRESSURE PIPE. (BRGU) CATEGORY IN THE BUILDING MATERIALS RATING CONSISTENT WITH THAT OF THE FLOOR -CEILING C. CONDUIT - NOM &IN DIAM (OR SMALLER) STEEL DIRECTORY FOR NAMES OF MANUFACTURERS. ANY ASSEMBLY. THE CHASE WALL SHALL BE CONSTRUCTED OF CONDUIT OR NOM 41N DIAM (OR SMALLER) STEEL PIPE COVERING MATERIAL MEETING THE ABOVE THE MATERIALS AND IN THE MANNER SPECIFIED IN THE ELECTRICAL METALLIC TUBING. SPECIFICATIONS AND BEARING THE UL CLASSIFICATION INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGN IN D. COPPER TUBING - NOM 61N DIAM (OR SMALLER) MARKING WITH A FLAME SPREAD INDEX OF 25 OR THE UL FIRE RESISTANCE DIRECTORY AND SHALL TYPE L (OR HEAVIER) COPPER TUBING LESS AND S SMOKE DEVELOPED INDEX OF 50 OR INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: LESS MAY BE USED. A. STUDS - NOM 2 BY 8 LUMBER OR DOUBLE NOM 2 BY E- COPPER PIPE - NOM 6IN DIAM (OR SMALLER) 5. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL 41N. LUMBER STUDS. REGULAR (OR HEAVIER) COPPER PIPE. CONSIST OF THE FOLLOWING: B. SOLE PLATE - NOM 2 BY 81N. LUMBER OR PARALLEL 2 3. FIRESTOP SYSTEM - INSTALLEM D SYMESTRICALLY ON A. RETAINING ANGLES - MIN IIN BY 1-1/2 IN 16 GAUGE(OR BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. 50TH SIDES OF WALL ASSEMBLY. THE DETAILS OF THE HEAVIER) STEEL ANGLES USED 70 BRIDGE OPENING C. TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST FIRESTOP SYSTEM SHALL $E AS FOLLOWS: ON 50TH SIDES OF WALL A7 SOLE PLATE IN SINGLE OF TWO NOM 2 BY 81N. LUMBER PLATES OR TWO SETS CYLINDRICAL A STEEL SLEEVE SLEEVE FABRICATED VE - STUD WALL WHEN SOLE PLATE 18 REMOVED A7 OF NOM 2 BY 41N. LUMBER PLATES, TIGHTLY BUTTED. FROM MIN 0VE THICK o28 GAUGE) GALV SHEET . OPENING IN PLYWOOD FLOOR ANGLES TO BE CUT 70 MAX DIAM OF OPENING 15 6-VN. STEEL AND HAVING A MIN LAP ALONG THE OVERLAP A MIN 21N. ONTO THE SOLE PLATE ON EACH D, GYPSUM BOARD - THICKNESS, TYPE, NUMBER OF LONGITUDINAL SEAM, LENGTH OF STEEL SLEEV 70 BE EQUAL 70 THICKNESS OF WALL PLUS 1 TO 4 IN. SUCH SIDE OF OPENING WITH THE 1-1/2IN LEG OF AEL ANGEL LAYERS AND FASTENERS SHALL BE AS SPECIDIED IN WHEN INSTALLED, THE ENDS OF THE SLEEV WILL T SECURED TO SOLE PLATE WITH A MIN OD NAILS SI SE INDIVIDUAL WALL AND PARTITION DESIGN. PROJECT APPROXIMATELY 1/2 70 21N BEYOND THTHAT, E SCREWS ON EACH SIDE OPENING AND ON B07H SIDES OF WALL. 2. THROUGH PENETRANTS - ONE METALLIC TUBE OR PIPE SURFACE OF THE WALL ON 50TH SIDES OF THE WALL 70 BE INSTALLED WITHIN THE FIRESTOP SYSTEM. TUBE ASSEMBLY. B. STEEL PLATES -MIN 3I 31N WIDE 16 GAUGE (OR HEAVIER) HEAVIER) OR PIPE TO BE RIGIDLY SUPPORTED ON 50TH SIDES SLEEV INSTALLED BY COILING THE SHEET STEEL TO A STEEL PLATES USED BRIDGE OPENING ON OF FLOOR -CEILING ASSEMBLY. THE FOLLOWING TYPES DIAM SMALLER THAN THE THROUGH OPENING, INSERTING SIDES OF WALL AT DOUBLE TOP PLATE IN SINGLE STUD AND SIZES OF MERALLIC TUBES OR PIPES MAY BE THE COIL THROUGH THE OPENINGS AND RELEASING THE WALL WHEN 70P PLATES ARE REMOVED OPENING. USED: COIL TO LET I7 UNCOIL AGAINST THE CIRCULAR CU70UTA PLATES 70 BE CUT 70 OVERLAP A MIN 21N. ONTO 70P PLATES E ON ACH SIDE OF THE OPENING AND SECURED A. COPPER TUBING - NOM 21N. DIAM(OR SMALLER) TYPE L IN THE GYPSUM WALLBOARD LAYERS. TO TOP PLATES WITH A MIN, IF TWO NAILS OR SCREWS (OR HEAVIER) COPPER TUBING, B. PACKING MATERIAL - MIN 11N THICKNESS OF MINERAL ON EACH SIDE OF OPENING AND ON50TH SLIDES OF B. COPPER PIPE - NOM 21N. DIAM (OR SMALLER) REGULAR WOOL BAIT INSULATION FIRMLY PACKED INTO STEEL WALL. (OR HEAVIER) COPPER PIPE. SLEEVE ON 50TH SIDES OF THE WALL ASSEMBLY AZ PERMANENT FORMS. PACKING MATERIAL 70 BE C. PACKING MATERIAL - MIN 1-3/4 IN THICKNESS OF 4PCF C. STEEL PIPE - NOM 21N. DIAM (OR SMALLER) SCHEDULE RECESSED MIN 1/2 IN- FROM END OF STEEL SLEEV (FLUSH MINERAL WOOL 5A77 INSULATION FIRMLY PACKED INTO lO (OR HEAVIER)STEEL PIPE. WITH OR RECESSED INTO GYPSUM WALLBOARD THE OPENING WITHIN THE SOLE PLATE/PLYWOOD 3. PIPE COVERING - NOM 1-1/21N. THICK HOLLOW SURFACE) ON 50TH SIDES OF WALL ASSEMBLY. SUBFLOOR AND A MIN 31N THICKNESS OF 4PCF CYLINDRICAL HEAVY DENSITY (MIN 3B PCF) GLASS FIBER Bl PACKING MATERIAL - (N07 SHOWN) - AS AN MINERAL WOOL 5A77 INSULATION FIRMLY PACKED INTO UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE ALTERNATE TO ITEM B, NOM11N. THICK POLYETHYLENE THE OPENING WITHIN THE TOP PLATE. THE PARCHING JACKET. LONGITUDINAL JOINTS SEALED WITH METAL BACKER ROD MAY NE USED. THE BACKER ROD IS 70 MATERIAL 70 BE RECESSED FROM TOP SURI=ACE OF FASTENERS OR FACTORY -APPLIED SELF-SEALING TAPE. BE SOLE PLATE AS REQUIRED TO ACCOMMODATE THE TRAVERSE JOINTS SECURED WITH FASTENERS OR WITH RECESSED WITHIN THE SLEEVE A MIN OF 11N. FORM EACH REQUIRED THICKNESS OF FILL MATERIAL(ITEM5D). BUTT TAPE SUPPLIED WITH THE PRODUCT, THE ANNULAR 1i21N. RFAC OF WALL- D. FILL, VOID OR CAVITY MATERIALS - SEALANT - SPACE SHALL BE MIN AND MAX 11N. C. L, VG D OR AITY MATERIALS -CAULK -WHEN THICKNESS OF SEALANT APPLIED WITHIN THE ANNULUS, SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) MINERAL WOOL 5A77 INSULATION 18 USED, APPLIED 70 FLUSH WITH TOP SURFACE OF SOLE PLATE. A7 THE CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR FILL THE SLEEVE TO A MIN DEPTH OF 1/2 IN ON 50TH POINT CONTACT LOCATION BETWEEN INSULATED PIPE MANES OF MANUFACTURERS, SIDES OF WALL ASSEMBLY. WHEN BACKER ROD IS USED, AND SOLE PLATE, A MIN 1/2 IN DIAM BEAD OF SEALANT 4. FILLMOID OR CAVITY MATERIALS - SEALANT 0 MIN 3i4.IN. A MIN THICKNESS OF 11N. OF CP-25W5 +CAULK 15 SHALL BE APPLIED A7 THE INSULATED PIPE/SOLE THICKNESS OF SEALANT APPLIED WITHIN ANNULAR SPACE, REQUIRED FLUSH WITH SURFACE OF WALL. A NOM Y41N. PLATE 1NTE1RFACE ON TOP SURFACE OF PLATE. A7 THE FLUSH WITH TOP SURFACE OF SUBFLOOR MIN /SIN. DIAM CONTINUOUS BEAD OF CAULK SHALL BE APPLIED POINT CONTACT LOCATION BETWEEN INSULTED PIPE THICKNESS OF SEALANT APPLIED WITHIN THE ANNULAR AROUND THE CIRCUMFERENCE OF THE STEEL, AND RETAINING ANGLE, A MIN II/SIN DIAM BEAD OF SPACE, FLUSH WITH BOTTOM SURFACE OF GYPSUM SEALANT SHALL BE APPLIED AT THE INSULATED ANGLE INTERFACE ON TOP SURFACE WALLBOARD. WALL PENETRATIONRaPENETRATION sYsrE PIPE/RETAINING M 31 N.T.S. UI-L-I003 29 FLOOR -CEILING PENETRATION SYSTEM 30 HR RATED FLOOR PENETRATION SYS7E N.T.S. F-C-5034 N.T.S. Fr- -C-5036 SECTION A -A THRU PENETRATION DETAIL (UL # C-AJ-1008) 5 ETAL SIDING PER ELEVATION 1. Floor or Wall Assembly - Min 4-1/2" in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also 8" WIDE ADHESIVE MEMBRANE LAP be constructed of any UL Classified Concrete Blocks*. Max diam of OVER BREAK FLASHINGS opening is 8 See Concrete Block (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2 LAYERS T-60 WRB 2. Metallic Pipe - Nom 6 in. diam (or smaller) rigid galv steel NSIDE CLOSURE W/TAPE MASTIC conduit, Schedule 10 (or heavier) steel pipe or max 4 in. diam (or OR SEALANT ®TOP & BOTTOM smaller) steel EMT conduit centered in the opening. Pipe to be rigidly supported on both sides of floor or wall assembly. The T ND SPLICE/SILL FLASHING Rating of the system is dependent on the size of the conduit and through opening as shown in the table below (See Item 5). ASTENER W/NEOPRENE WASHER OR RIVET @ 12" O.C. MAXIMUM 3. Forms - (Not Shown, Optional) - Used as a form to prevent leakage of fill material during installation. Forms to be rigid sheet EALANT BETWEEN FLASHING & material, cut to fit the contour of the penetrating item. Forms PANEL friction fitted into the opening or located on underside of floor on both sides of wall to prevent the leakage of fill material. The forms 22 GA BREAK FLASHING to be removed after the fill material has cured. 4. Packing Material - (Not Shown, Optional) - Mineral wool batt ----METAL SIDING PER ELEVATION insulation firmly packed between the forms and penetrating items to prevent to leakage of fill material. The packing material may be TRIM PIECE Q M TL SIDING removed after the fill material has cured. 5. Fill, Void or Cavity Material* - Sealant - Fill material applied 12 within annulus, flush with top surface of floor or with both surfaces 3"=1'-0" METAL TRIM of wall. The T Rating of the system is dependent upon the size of the opening, size of the penetrating item, nom annular space within opening and thickness of the fill material as shown in the table 'X' below: �5/8" TYPE G.W.B., TYP. Max. Max. Diam Nom Opening Penetrating Item4nnular Size In. In. Space In 3 1-1/2 9/16 5 3 3/4 5 1/2 2 8 6 11/16 8 6 11/16 Min Fill T Mtl Thk Rating In. Hr 4-1/2 1-1/2 4-1/2 1/2 3-1/2 3 3-1/2 0 4-1/2 1/2 N K UKAUL & UU - UUNN CONSTRUCTION PRODUCTS DIV - > ypes FS500, FS501, FS503, FS505, FS529, FST601, FST603, FST605, �FS500, RFS501, RFS505, RFST601, and RFST605 HEAD SIMILAR 'Bearing the UL Classification Mark PENETRATION SYSTEM AT P.T. SLAB H.M. DOOR JAMB 18 N.T.S. C - Ai -1008 19 3" RATED HOLLOW METAL DOOR SMOKE GASKETING ALUMINUM THRESHOLD SET IN SEALANT W/ SCREW EXPANSION BOLT a < a In a a a ZI a Q a .° ° ° ° a a a a a S FRAME IEDULE r, 13 �O / Ina REGULAR CABINET TUB SURROUNDED BY A LAYER OF TYPE "X" DRYWALL & AN ADDITIONAL LAYER OF STEEL. O SEMI RECESSED FIRE EXTINGUISHER CABINET ONE HOUR RATED SEMI RECESSED CABINET FABRICATED IN ACCORDANCE WITH UBC 43-6 (ASTM E814-88) ONE HOUR RATED EXTINGUISHER CABINET 8.110.023a 20 1" =1' -011 SOFFIT + UK ETINGs H. 1„r. T HRES�OLD H. 1„r. T HRES�OLD 25 3„=1,_011 6.110.034rated 26 3"=1'-0" 6,110,034 2X4 WD STUDS, 16" O.C. STAGGERED 8" O.G. ON 2X6 WOOD PLATES SOUND ATTEN. INSULATION VANITY TOP WITH INTEGRAL SINK AND 4" 1 X 2-1/2 WOOD TRIM BACKSPLASH 2x6 STUDS 2X4 BRACING AT SIDE OF CABINET KE GASKET 3/4" PLYWD. COVERED W/ H.P. PLASTIC LAMINATE. ATTACH TO WD. BLOCKING WILSONART 1530-6 "BEIGE" V-10" 27 FIRE RATED WALL @ TUB DETAIL NTS I HOUR RATED COMINON WALL 1 LAYER 5/8" TYPE "X" G.W.B. 2x STUDS ® 16" O.C. W/ SOUND ATTEN. DOUBLE BOTTOM PLATE 8" CONIC WALL 1 LAYER5/8" TYPE X�� G.W.B. MINIMUM A@ ELEV SHAFT @ STAIR SHAFT PT SLAB PER STRUCT R-30 RIGID INSUL R- E > OTE: PENETRATIONS ARE ALLOWED. MUST BE FIREBLOCKED ACCORDINGLY WHEN ENTERING OR EXITING THE ASSEMBLY. 14 FLOOR TO FLOOR Q ONE HOUR SHAFT WALL 3/4 =1' -0" 1HFR SHAFT WALL INTERIOR EXTERIOR FLA5HINCH AT PT SLA5 21 ,-1/211 1-011 0 NG ELEVATION F AIR WATER BARRIER IITHING PER STRUCT F FLASHING SEALED VATER BARRIER RPROOF MEMBRANE C. STEP ONT. Z FLASHING DRIP EDGE WD COVE C PT SLAB, PER U CT. ,-JLATION PER CEILING PLAN 0 A. ELEVATION VIEW 2'-0„ 1 LAYER 5/8" 1'-0" MIN 10 2'-010 TYPE "X" G.W.B. W/PLYWD PER STRUCT. 1 LAYER 5/8" TYPE "X G.W.B.WALL MAX BACK MAX 2x4 @ 16" O.C. Z W/ SOUND ATTEN. DOUBLE BOTTOM PLATE L J o Q Z p Q w ��M c 2 Z0r Z 8" MIN. N Q �X � � cV N I PT SLAB PER STRUCT / 2x4 FRAMING z SOLID CORE WOOD DOOR d Q, FRAME, 20 MIN. RATED NOTE: SEE INT. FINISH - SCHED. FOR WALL, BASE 11" MIN. AND FLOOR FIN. DOOR JAMB / HEAD TYPE 'A' UNIT LAVATORY 32 3„=1'-0" WOODJ,AM5HEAD2 1 33 "=1'-O" 6.200.41 1/2" PLYWOOD PER STRUCTURAL (1) LAYER 5/5" TYPE 'X' GWB 1 X 2-1/2 WOOD TRIM NOTE: PENETRATIONS ARE ALLOWED. MUST BE FIREBLOCKED ACCORDIN WHEN ENTERING OR EXITING THE ASSEMBLY. 34 ONE HOUR PARTY WALL TO FLOOR TERMINATION 3/4=1'-0}II SMA NA wo, = B. PLAN VIEW N N Z O p Uj CU o z U� Q C) 0 N Q -< � N O U U U 00 �� O z LUW cp ct) LULU cQ cp �-o6 o C4CA0) N 0 N 0 C C1 crvNN N , <rCrm DRAWN: M GHEG<: CID JOB NO: 19018 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE W11 H THE APPLICABLE CONSTRUCTION CODE IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ® ENERGY ACCESSIBILIT � FIRE PLAN REVIEW ACCE T CE OF DOCUMENT Z CONSTRUCTION TO PROCEED IN VIOLA I OF ANY FEDERAL, STATE, OR LO AL REGULATIONS. BY: � � �)ATE-11/15/202 WEsi GUASI GUOL GUNSULTANTS, IN . Z O q en Ci Z z C o LIJ 6P �U LL P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 4 OF: SHEETS CONCRETE a p p v a p v D .a p Q a ° p Q v v p . v. p. v 7 p a p . Q p a Q SEALANT EACH SIDE ANODIZED ALUMINUN WINDOW EXTERIOR INTERIOR 1 STOREFRONT BEAD 311 =1' -0" STORE HEAD _J Q U 04 N co \ I 3 LL of > 1'-6 1 /2" VERIFY COLUMN REQ'S. CONCRETE WALL 77 a a d d a d a d d a d d d d d Q a q Q a d a a d d a a. a d WALL PIMISH VINYL WINDOW 5Y TENANT SILL PAN W/ BACK DAM TILT UP CONC. 5/8" TYPE "X" PANEL G 2 "x6" WOOD SHIM SPACE 7UDS ANODIZED ALUMINUN11 / T luuu� WINDOW S O INSECT SCREEN I AROUND BASE \ TOP OF PURR[ F15ER CEMENT PANEL O/ ONTR 1/2x2 STRIPPI GRID SEALANT CAULKING ix HARD[ SELF-ADHESIVE WATER SE SIDE W/ WEEPS TRIM W/ BARRIER MEM5RANE EA 16" O.C. BEVELED ILL. LAP o/ (1) LAYER TOP WRAPSHIELD WR5 STOREFRONT JA "I'E3 2 2 II = 1' —011 C."0121 1'-10" 22 GA METAL COP NG W/ HEMMED DRIP EDGES & STANDING SEAMS CONT. CE/WATER JOISTS MEMBR NE SLOPE�_\ 22 GA. METAL FLASHING N (PAINT) WRB I FOAM CORNICE — ATTACHMENT AS PER MANUF. 22 GA METAL CORNICE C° PAINT TO MATCH COPING TUCK UNDER COPING. 7 STORE FRONT COLUMN 1 -1 /2"=1'-0" 3/4" PLYWOOD GASKETED FASTENER W/ STAGGERED —SPACER —1 /2" GAP ROOFING MEMBRA FRAMING PER STRUCTURAL 8 PARAPET WALL 1 -1 /2"=1'-0" SEALANT SET TRIM OVER CONDUCTOR HEAD ATTACH W/ LEAD ANCHORS SET CONDUCTOR HEAD IN SEALANT W/ SCREW 4 WASHERS. (TRIM 1-1/2" CO TO MATCH ADJACENT SIDING CAULK W/ SEALANT WALL FLASHING OVER SCUPPER EDGE SEAL EDGES OF FLASHING W/ SEALANT STRIP IN SCUPPER W/ *911 SHT, _ SCUPP cam' FLOW LI E CDX PLYWOOD PER STRUCTU L SINGLE PLY ROOF 't FLASHING APPLIED SIZE TO PIT 45OVE SHEET OVER A �" METAL SCUPPER /:z-)"01 MIN. DIA. PVC 6' 60 MIL PVC ROOFING DOWNSPOUT APPLIED UNDER SHT. MTL. SCUPPER k,. 24 GA. GALVANIZED SHEET METAL SCUPPER SOLDER ALL JOINTS WATERTIGHT SCUFFER BEAD AT STUD WALL 14 1-1/2"=1'-0" 1.620.032,E SIDING PER ELEVATION CONT AIR WATER BARRIER SHEATHING PER STRUCT WATERPROOF MEMBRANE 10 PT SPACER WITH 1" R10 RIGID INSULATION COMPRESSED 'ONT FLASHING SEALED TO SIR WATER BARRIER x6 LIGHT STEEL TU D ® 16" 0. C. 30 CLOSED CELL PRAY FOAM INSULATION ,ARDY SOFFIT PANEL STRUCT. GWB PER WALL TYPE CANTILEVERED SLAB PER STRUCT.- a Q a a a Q r n GV1 CA SL BRICK MASONRY 9 STORE FRONT WALL 1-1 /2"=1'-O" INTERIOR EXTERIOR REFLECTED CEILING PLAN SIDING PER ELEVATION CONT AIR WATER BARRIER SHEATHING PER STRUCT CONT FLASHING SEALED TO WATER BARRIER WATERPROOF MEMBRANE - DECK 12 1 /4" a a a a a a A a R-21 BATT INSULATION 3"X4"X22 GA 3" DOWNSPOUT FIBERCEMENT SIDING 2"X22 GA ANCHOR STRAP (MIN. 2 PER DWNSPT.) SHORTENED PRE —CAST CONC. SPLASH —BLOCK —PROTECTIVE PAD UNDER SPLASH BLK. -------�--- DOWNSPOUT DETAIL 4 1— 2"=1'-022 715.460.053] 0 N I VERIFY 2'-0" SEE STRUCTURAL FOR ALL COLUMN REQ'S. BRICK COLUMNS TO 24" A.F.F CAPING WOODEN COLUMN WOODEN BASE 10 FRONT COLUMN 1-1 / 2"=1'-0" — GLASS (o GUARDRAIL RAILING — ALUM PICKET 1-1/2" X 2" ALUM Q BOTTOM RAIL -RAILING PER PLAN -CONT FLASHING CONC. WALL PER STRUCT. BALCONY AT FIT 5LA5, TYR 15 1-011 INTERIOR CONC. WALL PER STRUCT. EXTERIOR SIDING PER ELEVATION CONT AIR WATER BARRIER SHEATHING PER STRUCT CONT FLASHING SEALED TO WATER BARRIER ADHESIVE WATERPROOF MEMBRANE MEMBRANE WINDOW ALUM PICKET, TYP. WRAP RUN BEHIND 1-1/2" X 2" ALUM WINDOW & ON TO Q BOTTOM RAIL, TYP. JAMB MATERIAL PATIO 12 1 4" FIBER GLASS a a a WINDOW CONT FLASHING RAILING PER PLAN PT WD COVE CONT AIR WATER BARRIER 2x6 LIGHT STEEL STUD @ 16" O.C. R30 CLOSED CELL SPRAY FOAM INSULATION HARDY PLANK SOFFIT PANEL ADHESIVE WATTER BARRIER MEMBRANE RUN OVER WINDOW FLANGES 5 7" '-6" WIDE STEEL ADDER. 3/8" X 2-1/2" IDE RAILS W/ 3/4 IA. RUNGS ® 12" O.C. UPPORT BRACKETS @ '-0" O.C. MAX AND OLIDLY ANCHORED TO UBSTRATE. PAINT LADDER LOCKING AS EQUIRED OTE: fELD ALL JOINTS OLID, ALL EXPOSED DGES OF STEEL LATE TO BE ROUND SMOOTH /8" X 4" BOLT @ BOTTOM F EACH LEG. 11 ACCESS LADDER 1 /"=1'-0" 17.720.022 16 COF I NG N.T.S. , 1/2 II =, _ 011 -1115.022 5/8" TYPE 'X' GWB (3) 2X6 STUDS PROVIDE CONT SEALANT W/ BACKUP AROUND ALL WINDOW FRAMES ® INTERIOR FIBER GLASS WINDOW CONT. SEALANT EA. SIDE 5/4 WOOD TRRIM 50 FIT DETAIL AT CANTILEVERED PT 5LA5 OVER ENTRY WINDOW TRIM 19 20 1-1/211 1-011 21 3"=1'-0" 18.410.413 SOFFIT DETAIL AT CANTILEVERED FIT 5LA5 1-1/211 1-011 1 /2" PLY PER 2x TOP PLATE STRUCTURAL )n�i 2x BOT. PLATE nn i 2x 5/8" 1 GWB -- �nnni TRUSS " O.C. E "X" nnn] /Y 1 LA R TYPE "X" GWB p R A F TS TO P PARALLEL TRUSSO 1 3 /4" =1 ' — 0" DRAFTST01 ADHESIVE MEMBRANE WINDOW WRAP RUN BEHIND WINDOW & ON TO JAMB MATERIAL DOOR & - FRAME PER SCHEDULE / FULL WEATHER- STRIPPING INSULATED AND ADHESIVE TEMPERED GLASS WATTER BARRIER MEMBRANE RUN OVER DOOR/ WINDOW FLANGES 2'-O" VERIFY SEE STRUCTURAL FOR ALL COLUMN REQ'S. CONCRETE COLUMNS UPTO 24"A.F.F 6 STORE FRONT COLUMN 1-1/2 $$=i I—o$$ TJI PER STRUCT 4X12 GLB STANDING SEAM METAL ROOFING OVER ICE/WATER BARRIER OVER PLYWD SHEATHING R-49 SPRAY IN FOAM INSULATION 5/8" TYPE 'X' GWB 1 SHED ROOF DTL 2 1-1 / 2"=1'-0" NOTE: PROVIDE PLYWOOD WHERE INIDCATED BY STRUCTURAL DRAWINGS SHEARWALL REQUIREMENTS 1/2" PLY PER 0— Tf)D DI ATE' " 5 8TYPE 'X' GWB RECESSED / INSTALJ-ATIQN (3) 2X6 STUDS C.I.P. TYP.) (SEE STRUCT.) SLOPE TO DRAIN PER PLAN - PROVIDE CONT SEALANT W/ TYP. BACKUP AROUND ALL WINDOW FRAMES @ INTERIOR FIBER GLASS WINDOW CONT. SEALANT EA. SIDE 5/4 WOOD TRIM 22 DOOR/WIN TRIM SLAB PER STRUCTURAL TI GH TLI N E TO SEPARATOR & PROVIDE P-TRAP REQUIRED BY CODE EL. PER PLAN TYP. 9" DIA. HEAVY FLOOR DRAIN SUPPORT FLANGE 23 DRAIN IN S L A PLAN REVIEW ACCE 1-1/2 "=1'-O" N o Z U CD CD z UV) Q U- O N Q � Cn o NN 00BN m N 0 ui A N N N <t C, DRAWN: M CHECK: CP Jos NO: 19018 O � Cp +--� q 0 1--1 �-�--� Q cn '� LLJ '� Qo 0 P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 FOR COMPLIANCE WIFENERGY CONSTRUCTION CODE ® BUILDING ❑ MECHANICAL ❑ ELECTRICAL PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. e BY: _ �ja+ T)ATE: 11 /15/202 OF: W&it cvvzit cvut cvrvSULTANTS, INC RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 SHEET: 8.41 SHEETS MAX. OPERATOR HEIGHT, SIDE REACH ONLY FORWARD REACH IVII r%A. 1 O w 1 ~I W N c4 U 6" BABY CHANGING STATION WALL MIRROR WALL MOUNTED SOAP DISPENSER LARGE PAPER TOWEL WASTE RECEPTACLE � l ° �E== HIGH I LOW �'^ - b Q O O w M X M w I Q ELECTRIC WATER COOLER M ol 8 1 / 16". 7" TO 9" (FROM TOILET BOWL EDGE TO CENTER OFPAPER ALL EXPOSED HOT AND COLD WATER PIPES SHALL NOTE: LOCATE BOTH ACCESSIBLE COMPARTMENT HOLDER) BE INSULATED WITH PRODUCT MANUFACTURED HAND OPERATED FLUSH CONTROLS ON THE FOR THIS PURPOSE. OPEN SIDE OF WATER CLOSET 3 '- 3" TO 3 '- " 00 SANITARY NAPKIN DISPOSAL 42" MIN. SIDE GRAB BAR SET 12" MAX. FROM WALL 36" MIN. REAR GRAB BAR SET 6" MAX. FROM WALL �OF GRAB BAR :TOILET ACCESSIBLE TOILET (1' - 3" AT OTHERS) MOUNTING HTS,& CLEARANCES FOR ACCESSIBILITY BY THE DISABLED. SCALE: 1 /2" = 1'-0" 1'-10" -CONT. ICE/WATER MEMBRANE SLOPE 22 GA. METAL FLASHING iv (PAINT) WRB I FOAM CORNICE - ATTACHMENT AS PER MANUF. 22 GA METAL CORNICE C° PAINT TO MATCH COPING TUCK UNDER COPING. 22 GA METAL COPING W/ HEMMED DRIP EDGES & STANDING SEAMS & JOISTS 3/4" PLYWOOD GASKETED FASTENER W/ STAGGERED SPACER 1 /2" GAP _EXTERIOR WALL FINISH OVER U bi LAYER OF BUILDING FELT Z Z J :2 J 3 in --CAP OR COUNTER FLASHING I z N Q �4" MINIMUM 0 BASE FLASHING UP TO 12" 0 FABOVE HIGHEST WATERLINE _CANT STRIP FRAMING PER STRUCTURAL ROOFING MEMBRANE 14 PARAPET WALL / CLADDING PER ELEVATION 1/2" PRESSURE TREATED PLYWOOD \ VERTICAL FURRING (HARDIE SIDING OR METAL CHANNEL (VERT. o HORIZ. METAL SIDING, HORIZ. ON SHIMS Is VERT. METAL SIDING) PRIMARY W.R.B. S.A.M., (APPLY TO SIDES THEN TOP OF BLOCK, EXTEND MIN. 2" PAST BLOCK ENDS) It INSECT SCREEN AROUND BASE ANDS TOP OF VERTICAL FURRING (TYP.) W.R.B. PIECE LINER, (EXTEND MIN. 8" PAST ROUGH OPENING) HOSE 515 BLOCK -SLOPE TOP MIN. 10* HOSE 515 PIPE CAULKING AROUND PIPE AT BLOCK AND AT W.R.B. QUICKFLASH DEVICE* *QUICKFLASH DEVICE FOR PIPE PENETRATIONS AVAILABLE FROM: QUICKFLASH WEATHERPROOFING PRODUCTS, INC. (253) C321-3230 NOTE: PROVIDE PLYWOOD WHERE INIDCATED BY STRUCTURAL DRAWINGS SHEARWALL REQUIREMENTS 2x TOP PLATE 1/2" PLY PER TRUSS 7STRUCTURAL TRUSS P ATET--, ,X" GNB 5/8" TYPE @ ELEV & g CORRIDOR CORRIDOR �^ S @ ELEV & MECH SHAF J MECH SHAFT @ STAIR K K @ STAIR CONT. BEAD ACOUSTICAL SEALAN UNDERNEATH TAPED JOINT, TYP PROVIDE FIRE BLOCKING @ 10' VERT & HORIZ INTERVALS, TYP TERMINATE FIRE PARTITION AT UPPER MEMBRANE OF CEILING ASSEMBLY PER IBC 709.4, TYP OFFSET TRUSS STACKING TRUSS 15 � RATED WALL AT ROOF 2 NTS 7.704.801 PRESSURE TREATED VERTICAL FURRING (HARDIE SIDING) OR METAL CHANNEL (VERT. 6 HORZ. METAL SIDING, HORIZ. ON 3" SHIMS 6 VERT. METAL SIDING) LADDING PER ELEVATION ;n PRIMARY W.R.B. INSECT SCREEN AROUND SASE AND TOP OF FURRING (TYPICAL) 24ga. DIVERTER 24ga. DIVERTER FLASHING FLA5HING w/ END w/HEMMED EDGE DAMS 4 HEMMED SELF -ADHERING EDGE MEMBRANE (TOP 4 SIDES OF BOX ONLY, EXTEND min. 2" PAST ENDS OF BOX) ELECTRICAL 5OX PREFORMED FLASHING* W.R.B. PIECE LINER, EXTEND MIN, 8" PAST ROUGH OPENING PRIMARY W.R.B. *QUICKFLASH DEVICE FOR ELECTRICAL BOXES AVAILABLE FROM: QUICKFLASH WEATHERPROOFING PRODUCTS, INC. (253) C321-3230 CLADDING PER ELEVATION PRESSURE TREATED VERTICAL FURRING PRIMARY W.R.B. SELF -ADHERING ;/0" MEMBRANE (TOP 4 SIDES OF 5OX ONLY, EXTEND min. 2" PAST ENDS OF BOX, SIM.) ELECTRICAL 5OX PREFORMED FLASHING 5Y QUICKPLASH* COVERPLATE GASKET W.R.B. PIECE LINER, EXTEND MIN. 8" PAST ROUGH OPENING *QUICKI=LASH DEVICE FOR ELECTRICAL 5OXES AVAILABLE FROM: QUICKFLASH WEATHERPROOFING PRODUCTS, INC. (253) 321-3230 ELEC. TNRU WALL ELEC. WALL OUTLETS 18 1 II 2 0 1 =1' -O" 1-1 ELEC TNRU W,4LL I =1' -O" li ELEC. W,4LL OUTLETS �-IOSE BIB DETAIL 1 II 1� NOSE BIB WALL PER PLAN A MAX 2"x2" P.T. NAILER MAY AT THE FINISHED FLOOR ELEVATION FOR ATTUNEMENT OF INTERIOR FINISH MIN. 24" R-10 RIGID INSULATION W/ THERMAL BREAK. EXTEND TO TOP OF FOOTING. NOTE: THIS INSULATION SHALL EXTEND DOWNWARD FROM THE TOP FOOTING, WHICHEVER IS LESS, OR DOWNWARD TO AT LEAST THE BOTTOM OF THE SLAB AND THEN HORIZONTALLY TO THE INTERIOR FOR THE TOTAL DISTANCE OF MINIMUM 2 FT PER SEC R402.2.9 FOOTING PER PLAN 16 FOOTING DETAIL 3/4 $1=1 ' - 0" 7071 DRAFTSTOP 3/16" GUSSETx2"x6" CLADDING PER W/4-#10 SCREWS. ELEVATION A NOTES: 1. FRAME ROUGH OPENING 1/8" TALLER THAN WINDOW MANUFACTURER'S REQUIREMENTS TO ACCOMODATE SHIMS BELOW SILL. 2. SILL FRAMING MUST 5E LEVEL 4 SQUARE, 3. LEAVE BOTTOM OF WEATHER RESISTANT BARRIER (W.R.B.) SKIRT LOOSE TO ALLOW PRIMARY W.R.B. TO BE INSERTED UNDERNEATH. NOTES: 1. PRIOR TO WINDOW INSTALLATION, CAULK SILL PAN UPSTAND WITH BEAD OF SEALANT. (SEE SILL ASSEMBLY AND SECTION DETAILS) 2. INSTALL 1/8" PLASTIC SHIMS BEHIND BOTTOM SILL FIN TO PROVIDE FOR ADEQUATE DRAINAGE GAP. (AS SHOWN) 3. ATTACH WINDOW THROUGH JAMB AND SILL FINS. DO NOT ATTACH WINTHIN 4" OF WINDOW COpdERS. DO NOT ATTACH THROUGH HEAD FIN. STEP 1 APPLY W.R.B. TO SILL OF ROUGH OPENING. STEP 2 INSTALL PRE -FORMED PLASTIC SILL PAN STEP 4 INSTALL FIE -FORMED CORNERS STEP 6 INSTALL NAIL -FIN WINDOW. (SEE NOTES) STEP I APPLY DOUBLE -SIDED TAPE OVER JAMB FINS. EXTEND TAPE 2" MIN. PAST FIN EDGES. STEP 8 INSTALL SELF-ADHESIVE MEMBRANE (S.AM.) OVER TOP WINDOW FIN, ADHERE TO WINDOW FIN E TO W.R.B., EXTEND 2" MIN. PAST TAPE EDGES ON JAMB FINS.* 6 WIPED DRY 4 FREE OF DUST 5EFOFM INSTALLING 5,4M. STEP 10 STEP 11 APPLY CONTINUE PRIMARY APPLYING W.R.B. TO PRIMARY W.R.B. TO STRUCTURE, STRUCTURE WITH min. TUCKING 6" HORIZONTAL UNDER AND VERTICAL SILL W.R.B. LAPS.* ALL LAPS SKIRTS. TO.5E SEALED *NOTE: ENSURE W.R.B. LAPS OVER TAPE ON SIDE WINDOW FLANGES. &_rEP 3 °P°LY W.R.B. TO M59 OF ROUGH 'EKING. DEPTH OF FRAMING. cr�a 5 .Y W.R.B. LINER TO AW HEAD. N STEP S INSTALL HEAD FLASHING WEND DAMS STEP 12 INSTALL FURRING AS PER WALL ASSEMBLY DETAIL. HOLD FURRING AT 3 APPROX. P AWAY SIDE OF WINDOW. .... ..OT FASTEN ANY FURRING CHANNELS THROUGH WINDOW FINS. 1 WINDOW IN5TALLATION STEPS 1-3 1/4" =1' -0" 11 WIN IN6T,4LL -1 PRESSURE TREATED 22ga CORRUGATED METAL PANELS PRIME AND PAINT VERTICAL FURRING PRIMARY W.R.B. SELF -ADHERING MEM5RANE (TOP 4 SIDES OF 5OX ONLY, TS 2x2x3/16, EXTEND min. 2" PAST ENDS OF BOTH VERT. BOX, SIM.) - '" AND HORIZ., LIGHT FIXTURE TYPICAL. ELECTRICAL 5OX PREFORMED FLASHING 5Y QUICKFLASH* MOUNTING RING GASKET 3/16" BPx4-1 /2"x4-1 /2" W/14 #10 SELF TAPING SCREWS, VERIFY SCREW LENGTH YROOF W.R.B. PIECE LINER, REQUIRED TO PENETRATE EXTEND MIN. 8" PAST DECK, TYP. ROUGH OPENING 5'-0" MAX. *QUICKFLASH DEVICE FOR ELECTRICAL BOXES AVAILABLE p` FROM: QUICKPLASH WEATHERPROOFING PRODUCTS, INC. 1253) 92�-3230 NOTE: ALL STEEL AND FASTENERS TO BE WEATHER- PROOFED THROUGH PAINT OR GALVANIZED. 21 WALL MOUNTED LIGHT 22 ROOF TOP SCREEN I =1'-O" li UJ,4LL MOUNTED LIGHT 1/2 "=1'-0" SECTION A -A 22ga CORRUGATED METAL PANELS PRIME AND PAINT TS 2x2x3/16 3/16" WELD SUPPORT TYP. TS BRACE, (MAX. (° CONNECTION 10' BETWEEN N SUPPORTS). MECHANICAL UNIT 0 3'-O" N MIN. 3/16" BP0-1 /2"x4-1 /2" W/14 #10 SELF TAPING SCREWS, VERIFY SCREW LENGTH REQUIRED TO PENETRATE ROOF DECK, TYP. 7.704.801 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL MECHANICAL PLUMBING ELECTRICAL ®ENERGY ® ACCESSIBILITY [:]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ -4IIa�T�� )ATE:11/15/2023 WEB► GUAS► GUUt GUNSULTANTS, INC. N o Z U CD CD z UV) C) 0 N ¢ � U U 00 �� o NN 061BN m N 0 � N C4 N 4 C'. A ' DRAWN: M CHECK: CID J05 NO: 19018 Cn 0 Li Z -D m C). LLJ v(j, Qo U �D 0 w < P I R S C H E R ARCHITECTS CDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-9668 RESUB Oct 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-0527 A-8.5 OF: SHEETS