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APPROVED ENG FIR PLN BLD RESUB 2-BLD2022-1541+Architectural_Plan+6.10.2024_9.42.25_AM+4310703GENERAL NOTES I SEPARATE PERMITS VICINITY MAP A. REFER TO SCOPE OF WORK BID OUTLINE FROM OWNER TO THE LISTED SEPARATE PERMITS FOR THE PROJECT SHALL BE CONTRACTOR. GC TO NOTIFY OWNER OF DISCREPANCIES BETWEEN DRAWINGS AND SCOPE OF WORK BID OUTLINE. PERFORMED AS DESIGN -BUILD. THE GENERAL CONTRACTOR (GC) OR GC SUBCONTRACTORS SHALL COORDINATE WITH THE APPROVED 00 ACI R PERMIT SETG , PREPARE THE REQUIRED PLANS & ANY OTHER REQUIRED �f-ii B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL INFORMATION, AND APPLY FOR AND SECURE ALL NECESSARY i if II GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SEPARATE PERMITS. II SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND THE GC SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD 208tnStSw SEATTLE HEIGHT REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING CONDITIONS AND COMPLIANCE WITH LOCAL AUTHORITIES AND / NVIRON'.".". N TA IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS. A WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. THE GC SHALL BE RESPONSIBLE FOR COORDINATING THE PRE - CONSTRUCTION MEETING AND ALL REQUIRED SPECIAL INSPECTIONS. Romeo's Pizza Kitchen 7509 212th St SW, C. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS Edmonds, WA 98026 99 ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE Edmonds z tnstsw / SERVICES EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN LAND DISTURBING ACTIVITY PERMIT: BLD2022-1556 High School 9 ziztnstsw THE PLANS AND SPECIFICATIONS THE ARCHITECT SHALL BE"I NOTIFIED IMMEDIATELY, WAREHOUSE BUILDING PERMIT: BLD2022-1542 D PROJECT D D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE NFPA-72 FIRE ALARM SYSTEM LOCATION LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES NEW COMMERCIAL OFFICE BUILDING POSSIBLY AFFECTED BY THE WORK AS SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY MECHANICAL Swedish ©Edmonds - LOCATE SERVICES AT 1-800-424-5555, AND POTHOLING THE ELECTRICAL Ca" pus EXISTING UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION(S). GC TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR BUILDING &SITE SIGNAGE / Dicks Drive -In WinCo Foods ® A' 7509 212TH STREET SW EDMONDS, WA 98026 SHALL CONSULT WITH THE CITY ENGINEERING DEPARTMENT AND N RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION, NO SCALE E. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY DESIGN CODES PROJECT TEAM SHEET INDEX SITE & BUILDING DATA WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AS OF FEBRUARY 1, 20211 THE FOLLOWING CODES ARE IN PLACE OWNER/CLIENT: ARCHITECT: COVER SHEET & ARCHITECTURAL SITE PLAN: LEGAL DESCRIPTION: HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH (INCLUDING WASHINGTON STATE-WIDE AMENDMENTS): LAUREN GOLEMBIEWSKI THERESA K. GREENE, AO.1 COVER SHEET SEATTLE HEIGHTS DIV 4 BLK 004 D-00 - TR 6 STANDARDS AS ARE SPECIFIED. GLACIER ENVIRONMENTAL ARCHITECT, PLLC AO.2 2009 ICC/ANSI CODE NOTES 2018 INTERNATIONAL BUILDING CODE (WAC 51-50) SERVICES, INC. 16198 SE 48TH DRIVE EXISTING SITE DATA: G. EXISTING CONDITIONS DAMAGED AS A RESULT OF WORK DONE • 2018 INTERNATIONAL RESIDENTIAL CODE (WAC 51-51) 3415 121ST ST SW BELLEVUE, WA 98006 1:2 2:2 TOPOGRAPHIC &BOUNDARY SURVEY TOPOGRAPHIC & BOUNDARY SURVEY PARCEL NUMBER; 00566900400600 UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION LYNNWOOD, WA 98087 CONTACT; THERESA GREENE JURISDICTION: CITY OF EDMONDS AND FINISHED TO MATCH ADJACENT FINISHES AND AT NO 2018 INTERNATIONAL FIRE CODE (WAC 51-54A) TEL. (425) 355-2826 TEL; (425) 830-3245 A1.1 PROPOSED SITE PLAN ADDRESS; 7509 212TH ST SW, EDMONDS ADDITIONAL COST TO THE OWNER, ALL REPLACEMENT MATERIALS 2018 INTERNATIONAL EXISTING BUILDING CODE (WAC 51-50) CELL: (425) 268-9775 tg,architect@comcast,net A1.2 SITE AND EXTERIOR BUILDING DETAILS QUARTER -SECTION -TOWNSHIP -RANGE; SW-20-27-04 REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH • 2018 NATIONAL FUEL GAS CODE (NFPA 54) (WAC 51-50) Imiles@glacierenviro,com A1.3 SITE AND EXTERIOR BUILDING DETAILS EXISTING STRUCTURE INFO, 1940, 3 BLDGS RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND 2018 INTERNATIONAL MECHANICAL CODE (WAC 51-52) < STRUCTURAL ENGINEER EXISTING USE/USE CODE; 113 SINGLE FAMILY RESIDENCES METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL 2018 INTERNATIONAL FUEL GAS CODE (WAC 51-52) SURVEYOR: SWENSON SAY PAGET SITE PLAN DEVELOPMENT ENGINEERING PLANS (CIVIL & L.S.): ZONING DESIGNATION; BN: NEIGHBORHOOD BUSINESS UNDER SEPARATE LAND DISTURBING ACTIVITY PERMIT: BLD2022-1556 0 BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION, 2017 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) (WAC 51-52) TERRANE 2124 THIRD AVENUE, STE 100 CRITICAL AREAS: NONE IDENTIFIED • 2018 UNIFORM PLUMBING CODE (WAC 51-56J 10801 MAIN STREET, STE 102 SEATTLE WA 98121 � CO.00 COVER & PROJECT INFORMATION SHEET GROSS SITE AREA; ±37 827 SF (±0,87 ACRES) WATER DISTRICT; CITY OF EDMONDS H. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN BELLEVUE WA 98004 CONTACT; BRIAN RITTEREISER CO,10 STANDARD & PROJECT NOTES THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR • 2018 INTERNATIONAL PROPERTY MAINTENANCE CODE CONTACT; KATHERINE RYG TEL; (206) 956-3728 C1.00 EXISTING CONDITIONS PLAN - OVERALL SEWER DISTRICT; CITY OF EDMONDS PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE < TEL: (425) 233-6093 CELL: (509) 312-9498 C1.01 EXISTING CONDITIONS PLAN -ROW STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS 2018 WASHINGTON STATE ENERGY CODE (WAC 51-11C & WAC 51-11R) katheriner@terrane.net brittereiser@ssfengineers.com C1.02 EXISTING CONDITIONS PLAN - SOUTH PROPOSED OFFICE BUILDING DATA: SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDING AND FACILITIES C1.03 EXISTING CONDITIONS PLAN - NORTH CONSTRUCTION TYPE/CLASS; TYPE V-B NON-SPRINKLERED SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE • 2023 EDMONDS CITY CODE AND COMMUNITY DEVELOPMENT CODE GEOTECH ENGINEER- LANDSCAPE ARCHITECT: C1.10 C1.20 BOUNDARY SURVEY EXISTING CONDITIONS TOPOGRAPHIC SURVEY MAX, NON-SPRINKLERED FIRE AREA (PER ECFC 19,25,035): 5 000 S.F, SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING (ECDC) FIRE DEPT STANDARDS AND PUBLIC WORKS STANDARD ' KRAZAN & ASSOCIATES, INC. VARLEY VARLEY VARLEY C2.00 TESC PLAN - OVERALL OVERALL BUILDING AREA; ±4600 S,F, FIRST FLOOR BLDG AREA (FOOTPRINT); ±2,500 S.F. SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED � C2.01 TESC PLAN -ROW SUBMIT REQUIRED SUBMITTALS PROVIDING COMPLETE BACK-UP DETAILS, 4303 - 198TH STREET SW 19819 30TH DRIVE SE C2.02 TESC PLAN - SOUTH SECOND FLOOR AREA; ±2100 S.F. INFORMATION FOR PURPOSES OF EVALUATION, WHERE BUILDING 1 LYNNWOOD WA 98036 � BOTHELL WA 98012 � C2.03 TESC PLAN -NORTH MAX BUILDING HEIGHT (PER ECDC 16.45.020): 25 FEET STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE CONTACT: MICHAEL RUNDQUIST CONTACT; JEFF VARLEY C2.21 TESC DETAILS OCCUPANCY GROUPS; B; BUSINESS ACCEPTED WITHOUT PRIOR APPROVAL OF EAN HOLDINGS LLC.. TEL: (425) 485-5519 TEL: (425) 466-9430 C4,00 GRADING & DRAINAGE PLAN - OVERALL varley_jeff@hotmaii.com C4.01 GRADING & DRAINAGE PLAN - ROW PROPOSED WAREHOUSE BUILDING DATA: I. IT IS THE ARCHITECT'S RESPONSIBILITY, AS A LICENSED CIVIL ENGINEER: C4,02 GRADING & DRAINAGE PLAN - SOUTH PROPOSED CONSTRUCTION TYPE/CLASS; TYPE V-B, N N-SPRINKLERED PROFESSIONAL, TO OBSERVE THAT THE CONSTRUCTION IN THE FIELD CEKO ENGINEERING CONTRACTOR: C4.03 GRADING & DRAINAGE PLAN - NORTH MAX. NON-SPRINKLERED FIRE AREA (PER ECFC 19.25.035): 5 000 S.F. ADHERES TO THE CONTRACT DOCUMENTS. IF THE CLIENT FOR THIS 2255 SQUAK MT. LOOP SW TBD - CURRENTLY OUT TO BID C4.11 DRAINAGE PROFILES OVERALL BUILDING AREA; ±4 000 S.F. PROJECT DOES NOT REQUEST PERIODIC CONSTRUCTION OBSERVATION ISSAQUAH, WA 98027 C4,12 GRADING SECTIONS & ELEVATIONS MAX BUILDING HEIGHT (PER ECDC 16,45,020): 25 FEET SERVICES DURING CONSTRUCTION FROM THE ARCHITECT OF RECORD, SCOPE OF WORK CONTACT: CHRIS KOVAC C4.21 C5.00 DRAINAGE SYSTEM DETAILS WATER & SANITARY SEWER IMPROVEMENTS PLAN - OVERALL PROPOSED OCCUPANCY GROUPS; S-1: WAREHOU ; B: BUSINESS OR APPROVED REPRESENTATIVE, THE ARCHITECT OF RECORD SHALL TEL: (425) 864-8246 C5,01 WATER & SANITARY SEWER IMPROVEMENTS PLAN - ROW NOT BE LIABLE FOR INTERPRETATIONS, SUBSTITUTIONS OR ANY CELL:(425) 864-8246 C5,02 WATER &SANITARY SEWER IMPROVEMENTS PLAN -SOUTH OCCUPANCY BREAKDOWNS: MODIFICATIONS FROM THE CONTRACT DOCUMENTS BY THE CLIENT OR GENERAL CONTRACTOR. MODIFICATIONS TO THE CONTRACT THE CLIENT IS PROPOSING TO DEMOLISH THE EXISTING STRUCTURES, cpkovac@cekonw,com C5.03 WATER & SANITARY SEWER IMPROVEMENTS PLAN -NORTH B: OFFICE BLDG; ±4 000 = OCC. DOCUMENTS MUST BE IN WRITING AND DISTRIBUTED TO THE CLIENT, REDEVELOP THE SITE AND CONSTRUCT A NEW 361X70' ±41600 S.F. C5.11 WATER &SANITARY SEWER IMPROVEMENTS PROFILES B: OFFICE IN WAREHOUSE BLDG: ±800 300 = 6 6 OCC, GENERAL CONTRACTOR AND ARCHITECT VIA SUPPLEMENTAL 2-STORY COMMERCIAL OFFICE BUILDING AND A 401X80' *--3,200 S.F. ARBORIST: C5,21 WATER &SANITARY SEWER IMPROVEMENTS DETAILS STORAGE IN WAREHOUSE BLDG: ±3 200 300 = OCC. O TOTAL OCCUPANTS: ±8,600 48 OCCO.. 2 INSTRUCTION CHANGE ORDER OR CHANGE ORDER DIRECTIVE AND 1-STORY WAREHOUSE BUILDING (UNDER SEPARATE PERMIT) WITH AN A GRAND DESIGN, LLC C6.00 DRY UTILITIES IMPROVEMENTS PLAN -OVERALL C7,00 CIVIL SITE IMPROVEMENTS PLAN -OVERALL SIGNED AS PER THE LEGAL REQUIREMENTS OF THOSE DOCUMENTS. ADDITIONAL *-1,600 S.F. ASPHALT AREA FOR OUTDOOR STORAGE 7914 60TH ST SE C7.01 CIVIL SITE IMPROVEMENTS PLAN - ROW ALONG THE NORTHEAST SIDE OF THE PROPERTY, PER THESE PLANS, SNOHOMISH, WA 98290 C7.02 CIVIL SITE IMPROVEMENTS PLAN - SOUTH PROPOSED OUTDOOR STORAGE: CONTACT: SHELLEY TOWERS C7,03 CIVIL SITE IMPROVEMENTS PLAN - NORTH S.F. OUTDOOR STORAGE PAD AREA; (gi� TEL: (206) 362-6587 C7.04 HORIZONTAL CONTROL PLAN 3 sdtinsno@yahoo,com C7.21 CIVIL SITE IMPROVEMENTS DETAILS PROPOSED OVERALL SITE & BLDG AREAS: C7.22 CIVIL SITE IMPROVEMENTS DETAILS - RIGHT-OF-WAY AREAS ALLOWABLE AREA PER FLOOR IIBC B & S-1 OCC. CLASS); 9,000 S.F. C7,23 C8.01 CIVIL SITE IMPROVEMENTS DETAILS - RIGHT-OF-WAY AREAS FIRE PLAN - OVERALL ALLOWABLE STORIES, MAX. HEIGHT (IBC B OCC. CLASS): 2, 40 FEET MAX, BUILDING HEIGHT (PER ECDC 16.45.0201: 25 FEET ABBREVIATIONS LEGEND OF SYMBOLS LANDSCAPE: MAX, ALLOWED LOT COVERAGE IPER ECDC 16.45 020): NONE L-1 L-2 L-3 TREE RETENTION PLAN LANDSCAPE PLAN LANDSCAPE DETAILS PROPOSED LOT COVERAGE: 17% FOOTPRINT AREAS / SITE AREA; 6,500/37,827 MAX, ALLOWED FLOOR AREA RATIO (PER ECDC 16.45.020): 3,00 FAR PROPOSED FLOOR AREA RATIO (FAR►; 0,23 FAR # POUND OR NUMBER EXIST. EXISTING 0/ OVER AND EXPANSION JOINT PRECAST CONCRETE REVISION NO, (TITLE B WINDOW SCHEDULE 2 O & EXP. JT P.C.C. BLOCK SHOWS REV. KEY @ AT EXT. EXTERIOR P-LAM PLASTIC LAMINATE DATE) ARCHITECTURAL: GROSS FLOOR AREAS / SITE AREA: 8,600/37,827 ACT ACOUSTIC CEILING TILE FD FLOOR DRAIN PLUMB. PLUMBING ELECTRICAL A2.11 FIRST FLOOR CONSTRUCTION FLOOR PLAN - OFFICE BLDG BUILDING SETBACKS (PER ECDC 16.45.0201 A.F.F. ABOVE FINISHED FLOOR FEC FIRE EXTINGUISHER PLYWD, PLYWOOD INDICATES REVISED ROOMS ROOM NAME A2.12 SECOND FLOOR CONSTRUCTION FLOOR PLAN -OFFICE BLDG MIN FRONT YARD; 20 FEET ALUM. ALUMINUM CABINET P.T. PRESSURE TREATED AREA 10 ROOM NO, A2.21 FIRST FLOOR EGRESS & ELECT PLAN - OFFICE BLDG MIN SIDE / REAR YARD: NONE* ANOD. ANODIZED FIXT. FIXTURE PNT PAINT/PAINTED A2.22 SECOND FLOOR EGRESS & ELECT PLAN - OFFICE BLDG *15 FEET REQ FROM LOT LINES ADJACENT TO R-ZONED PROPERTY BSMT. BASEMENT FLR. FLOOR PVC POLYVINYL CHLORIDE DETAIL N0. DESIGNATION =350 S.F�ROOM AREA A2.31 FIRST FLOOR REFLECTED CEILING PLAN - OFFICE BLDG MAX. IMPERVIOUS AREA: NONE LISTED IN ECDC BYND. BEYOND F.O. FACE OF RBR RUBBER FIBERGLASS REINFORCED A8. SHEET THAT DETAIL IS PL FINISH SCHEDULE A2.32 SECOND FLOOR REFLECTED CEILING PLAN - OFFICE BLDG PROPOSED IMPERVIOUS SURFACE AREA: PER CIVIL PLANS BOT. BOTTOM FRP RCP REFLECTED CEILING PLAN SHOWN A2.4 ROOF PLAN - OFFICE BLDG PROPOSED LANDSCAPING/PERVIOUS AREA: PER CIVIL PLANS C.I.P. CAST IN PLACE PLASTIC R.D. ROOF DRAIN KEY A3.1 OVERALL EXTERIOR ELEVATIONS CHNL CHANNEL FND. FOUNDATION REQID REQUIRED 1 BLDG. SECTION NO. 01 EQUIP. SCHEDULE A3.2 A4.1 3D RENDERINGS BUILDING SECTIONS - OFFICE BLDG PROPOSED PARKING: C.J. CONTROL JOINT GA. GAUGE RM ROOM A4. KEY A4.2 WALL SECTIONS - OFFICE BLDG EXISTING PARKING STALLS ON SITE; UNKNOWN CLG. CEILING GALV. GALVANIZED SIM. SIMILAR SHEET THAT SECTION A4.3 EXTERIOR DETAILS - OFFICE BLDG TOTAL REQUIRED CUSTOMER STALLS; 17 STALLS CLR, CLEAR GWB GYPSUM CONCRETE MASONRY UNIT H.C. HOLLOW WALL BOARD SPEC, SPECIFIED OR CORE SPECIFICATIONPARKING IS SHOWN CASEWORK DTL. NO. M=SHEET A4.4 EXTERIOR DETAILS - OFFICE BLDG PARKING REQ (1/400 S,F, OFFICE BLDG = 4,600/400): 12 STALLSCMU HEIGHT NO. REQ (1 PER BAY+1 OFFICE AREA); 5 STALLSCOL. COLUMN HT. SPRK SPRINKLER WALL SECTION NO. A4.5 EXTERIOR PRE-FAB STAIR DETAILS - OFFICE BLDG CUSTOMER PARKING BREAKDOWN COMPR COMPRESSIBLE H.M. HOLLOW METAL SSTL STAINLESS STEEL 4�_IS 1 CONC. CONCRETE HR. HOUR S.T.C. SOUND TRANSMISSION SHEET THAT SECTION WALL TYPE NO. SHOWN 1 rS(--INSULATION A5.1 SCHEDULES & NOTES - OFFICE BLDG STANDARD VEHICLE STALLS I8,5'x16.5' MIN, 24' AISLE): 14 STALLS STANDARD STALL EV READY = 4 STALLS CONT, CONTINUOUS HVAC HEATING, VENTILATING, AND COEFFICIENT KEY A5.2 SCHEDULES & NOTES - OFFICE BLDG CPT CARPET AIR CONDITIONING STL. STEEL q A6.1 MISC INTERIOR ELEVATIONS & DETAILS - OFFICE BLDG COMPACT VEHICLE STALLS (8x16.5, 24 AISLE): 0 STALLS CT CERAMIC TILE INSUL. INSULATED STRUCT. STRUCTURAL INTERIOR ELEV, NO. DATUM POINT A6.2 MISC INTERIOR DETAILS -OFFICE BLDG VAN HANDICAP STALL 161x181 241 AISLE EV READY: 1 STALL I � I. DBL DOUBLE INT. INTERIOR T&G TONGUE AND GROOVE 1 WALL A6.3 MISC INTERIOR DETAILS - OFFICE BLDG EV CHARGING STALL (8.5'x16.5', 24' AISLE): 2 STALLS DEMO DEMOLISH LO. LOW TELE. TELEPHONE D B A5.2 ORIENTATION +8'-0" A.F F� CEILING HEIGHT A7.1 2018 WSEC ENVELOPE & MECH FORMS - OFFICE BLDG TOTAL CUSTOMER PARKING PROVIDED: 17 STALLS DIA, DIAMETER MAX. MAXIMUM T.O. TOP OF SHEET THAT - - A7.2 2018 WSEC LIGHTING FORMS - OFFICE BLDG PROPOSED BICYCLE PARKING PROVIDED; 2 BIKES DIM. DIMENSION MEL MELAMINE T.O.C. TOP OF CONCRETE C INTERIOR ELEV, IS ACT CE I�1 NG �� STRUCTURAL: 3 DN DOWN M.O. MASONRY OPENING T.O.P. TOP OF PLATE SHOWN FINISH CEILING PRE -APPLICATION REVIEW NUMBER: PRE2021-0013 DR DOOR MECH. MECHANICAL T.O.S. TOP OF STEEL TYPE S1.1 GENERAL NOTES - OFFICE BLDG DWG DRAWING MEMBR, MEMBRANE TP TOILET PAPER DISPENSER NORTH ARROW A GRID DESIGNATION S1.2 GENERAL NOTES - OFFICE BLDG EA. EACH MIN. MINIMUM T/D TELEPHONE/DATA � S2.1 FOUNDATION PLAN - OFFICE BLDG EIFS EXTERIOR INSULATION & FINISH MRGWB MOISTURE -RESISTANT TYP. TYPICAL S2.2 SECOND FLOOR FRAMING PLAN - OFFICE BLDG SYSTEM GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED ❑2 SHEET KEY NOTE 1/4:12 ROOF SLOPE AND S2.3 ROOF FRAMING PLAN - OFFICE BLDG EL. ELEVATION MTL. METAL U/S UNDERSIDE DIRECTION KEY S3.1 CONCRETE DETAILS - OFFICE BLDG ELEC. ELECTRICAL N.I.C. NOT IN CONTRACT V.I.F. VERIFY IN FIELD DOOR SCHEDULE KEY S3.2 CONCRETE DETAILS - OFFICE BLDG ELEV. ELEVATOR/ELEVATION NO NOM NUMBER NOMINAL V.P. VISION PANEL (CORRESP. TO ROOM n N0, � BREAK LINE SYMBOL S4.1 STEEL DETAILS - OFFICE BLDG O.C. ON CENTER W/ EPDM ETHYLENE PROPYLENE DIENE WITH 1 1A WHERE DOOR OCCURS) S6.1 WOOD FRAMING DETAILS - OFFICE BLDG M-CLASS (ROOFING) O.H. OPPOSITE HAND W/0 WITHOUT DOOR SUFFIX -- MATCH LINE MARKER S6.2 S6.3 WOOD FRAMING DETAILS - OFFICE BLDG WOOD FRAMING DETAILS - OFFICE BLDG EQ. EQUAL WD WOOD 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON LD N tO 1= E >oM N o U U 0 rn � w } 80 - o r- S N 7U� V lw^ U) > Y M CU x E y 3 c CO LL o f _CDLn > 5 .3 (D66 M Q) m oo U o.ff 0 oo o a U Cn U - c E = E C O � � a U H a0,ga HALF -SCALE ON 11 X17 VJ rn WZ U - Q RESUB %_ J Jun 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U! m� W J W QU ZLL W� O o Z J CD o 0 O CD NT CD H � W 0- O CD o W Z d Z d W Q Q � N L.L OW � N 00 � W _Uo;3= U) Q O U Q O Z N C6 Z 0 Z W~ W N Cl) O O = ozx�'oZ W o2O f-- W U) REVISIONS NO. DATE BY Z\ 07/14/23 CITY 11/28/23 CLIENT 3\ 03/06/24 CITY 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 06/06/24 CAD FILE: 21-28A01-OB JOB NUMBER: 21-28 r CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET COVER SHEET OFFICE BLDG AOO City Of Edmonds Building Department Work NEW OFFICE BUILDING --------------- ---------------------------------- Address 7509 212TH ST SW ----------------------------------- ----- ---------------------------- Owner GLACIER ENVIROMENTAL SVCS ------------------------------------ Approved Date' 7/01/2024 Building Official //Ow"ViiiOL VfAlm[L Permit Number BLD2022-1541 ..............................................1 Construction Type VB ;Occupancy Group B 1 Occupant Load 4 8 ALL WORK SUBJECT APPROVED OBTAIN ELECTRICAL TO FIELD PLANS MUST BE PERMIT FROM INSPECTION FOR ON JOB SITE STATE LABOR & CODE COMPLIANCE INDUSTRIES 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 ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ - — - — - — - — - — - — - — - — - — - — - — -I ! Special Inspections required for this i permit: 1. Structural steel fabrication and erection i 2. Concrete construction 1 3. Soil conditions, fill placement,and density 4. Expansion bolts and threaded i ! expansion inserts i 5. Epoxy grouted Installation ------------------ — — ------------------------- ! Deferred plans: i 1. Pre -fabricated Metal stair and i location of gate i 2. Pre -fabricated open wood Trusses i 3. Design Build Elements i L------------------------• Zone : BN Comer Flag Setbacks: Required Actual Front Sides Rear Other Height 25 25 Approval for south office building only. See BLD2022-1556 for setback compliance. APPROVED BY PLANNING Jul 10 2024 ENGINEERING DIVISION APPROVED AS NOTED )-L', 9/20/2024 REFER TO CIVIL CONSTRUCTION PLANS FOR ENGINEERING REQUIREMENTS. 08-29-2024 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS 1. FIRE ALARM SYSTEM IS REQUIRED. APPLY FOR A SEPERATE FIRE ALARM PERMIT. 2. A DEFERRED SUBMITAL IS REQUIRED UNDER THE FILL AND GRADE PERMIT. ANY GATE(S) OBSTRUCTING THE FIRE LANE SHALL BE AUTOMATIC. SHALL FULLY OPEN TO WIDTH OF FIRE LANE. INCLUDE A SENSOR THAT IS COMPATIBLE WITH FIRE DEPARTEMENT APPRATUS STROBES THAT WILL ACTIVATE THE GATE INTO THE OPEN POSITION UPON APPROACH. A KNOX GATE KEY SWITCH SHALL BE INSTALLED TO OPERATE THE GATE AS A BACKUP. DFM BURT �iZ�7:Z�7:Ze]Z�li1�I�I• _ �•YQKN/_��[•y[•Y��c�iY�:� GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL COMPLY WITH ICC/ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T-SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T-SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T-SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306): TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE. MAX. DEPTH IS PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. PROTRUDING OBJECTS (ICC/ANSI SEC. 307): PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST -MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC/ANSI SEC. 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED HIGH SIDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX. AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS (ICC/ANSI SEC. 309): HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. ACCESSIBLE ROUTES (ICC/ANSI SEC. 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC/ANSI SEC. 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI TABLE 403.5 CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. iJ_L[s oZo]dye\0I979"% ffQftlorf L� IlImA 1B] CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL. CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. DOORS IN SERIES SHALL SWING EITHER IN SAME DIRECTION OR AWAY FROM SPACE BETWEEN DOORS. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: DOOR CLOSERS 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 MIN. SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., MEASURED UNDER AMBIENT CONDITIONS. DOOR -OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SLIDING OR FOLDING DOOR: 5.0 POUNDS THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. RAMPS (ICC/ANSI SEC. 405): WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. SLOPE. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS 404.2.4 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH ICC/ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SECTION 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. CURB RAMPS (ICC/ANSI SEC. 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20 TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL. LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS EXCLUDING ANY FLARED SIDES. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. PARKING SPACES (ICC/ANSI SEC. 502): VEHICLE SPACES: CAR AND VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. AND SHALL HAVE AN ADJACENT ACCESS AISLE. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES WIDE MIN. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE VERTICAL CLEARANCE: PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN. AT THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO. IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC/ANSI SECTION 703. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE. MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC/ANSI SEC. 503): VEHICLE PULL-UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE PULL-UP SPACE. ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: VEHICLE PULL-UP SPACES IN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. STAIRWAYS (ICC/ANSI SEC. 504): TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WITH ICC/ANSI SECTION 302. NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1-1/2 INCHES MAX. BEYOND THE TREAD BELOW. OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. EXCEPT AISLE STAIRS AND AISLE RAMPS PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE AISLE WIDTH. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR NOSINGS AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND RAMP SURFACES. CLEARANCE - CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1/2 INCHES MIN. GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL ARE ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. HORIZONTAL PROJECTIONS BEYOND THE SIDES OF THE HANDRAIL OCCUR 2-1/2 INCHES MIN. BELOW THE BOTTOM OF THE HANDRAIL, AND EDGES HAVE A 1/8 INCH MIN. RADIUS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS SECTIONS: HANDRAILS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 6-1/4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SECTION DIMENSION IS 2-1/4 INCHES MAX. TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PROVIDED AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A EIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. DRINKING FOUNTAINS (ICC/ANSI SEC. 602): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND TOE CLEARANCE. WHERE A PARALLEL APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR GROUND. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3-1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. UNITS WITH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC/ANSI SECTION 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC/ANSI SECTION 307. uzi _ ► � : _ ► el:ZiZ�7►�Y1LKN/_1��Y� . � _ ► � . � � WHEELCHAIR TURNING SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A IT', SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304 SHALL BE PROVIDED DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND -OPERATED FLUSH CONTROLS SHALL COMPLY WITH ICC/ANSI SECTION 309. GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTER LINE OF THE WATER CLOSET A MIN. OF 12 INCHES ON THE SIDE CLOSEST TO THE WALL AND 24 INCHES MIN. ON THE TRANSFER SIDE. DISPENSERS: TOILET PAPER DISPENSERS SHALL BE 7 INCHES MIN. AND 9 INCHES MAX. IN FRONT OF THE WATER CLOSET. THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. THERE SHALL BE A CLEARANCE OF 1-1/2 INCHES MIN. BELOW AND 12 INCHES MIN. ABOVE THE GRAB BAR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR OR GROUND. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH ICC/ANSI SECTION 308. WHERE PROVIDED, A FOLD -DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. URINALS (ICC/ANSI SEC. 605): HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL -HUNG TYPE WITH THE RIM AT 17 INCHES MAX. ABOVE THE FLOOR OR GROUND. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. TOILET COMPARTMENTS FOR MULTI -TOILET ROOMS (ICC/ANSI SEC. 604): WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MIN. MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MIN. FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MIN. FOR FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL. AMBULATORY ACCESSIBLE COMPARTMENTS: AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES DEEP MIN. AND 36 INCHES WIDE. COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. THE WATER CLOSET SHALL BE CENTERED IN THE COMPARTMENT. GRAB BARS FOR AMBULATORY ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. DOORS: COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. TOILET COMPARTMENT DOORS SHALL COMPLY WITH ICC/ANSI SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE DOOR SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. THE DOOR SHALL BE SELF -CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS SHALL BE PERMITTED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET. TOE CLEARANCE: IN WHEELCHAIR ACCESSIBLE COMPARTMENTS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT -SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WITH A WALL -HUNG WATER CLOSET OR 65 INCHES DEEP WITH A FLOOR -MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC/ANSI SECTION 309. HAND -OPERATED, SELF -CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. BOWL DEPTH SHALL BE 6-1/2 INCHES DEEP MAX. MULTIPLE COMPARTMENT SINKS SHALL HAVE AT LEAST ONE COMPARTMENT COMPLYING WITH THIS REQUIREMENT. EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS -SECTIONS: GRAB BARS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING 1/8 INCH MIN. RADIUS. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 15 INCHES MIN. POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1/8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. STRUCTURAL STRENGTH: ALLOWABLE STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICC/ANSI CHAP. 7): ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 704 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. BRAILLE: CONTRACTED GRADE 2 BRAILLE IS TO BE USED WHEREVER BRAILLE IS REQUIRED. DOTS TO BE .01 INCH ON CENTERS IN EACH CELL WITH .02 INCH SPACE BETWEEN CELLS. DOTS ARE RAISED A MIN. OF 0.025 INCH ABOVE THE BACKGROUND. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC/ANSI SEC. 704): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION 308. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC/ANSI SECTION 309. CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. VOLUME -CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVE VOLUME CONTROL WITH A RANGE THAT PROVIDES 12 DB OF GAIN MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES SHALL BE HEARING AID COMPATIBLE. TTY: WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. NC)TF- REFER TO DETAILS IN THIS SET FOR ENLARGED PLANS AND SECTIONS DEPICTING REQUIRED ACCESSIBILITY DIMENSIONS AND NOTES SPECIFIC TO THIS PROJECT. 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON D E O U 0)co- > O N E €J O 2 a 0 O 00 M M U - 0 rn - eo � a o W � � Lo N M 2, ' c� co T Y N m U) m E co�LL. _ Lr) -- > (a) 'zl- 4 (j) o 3 a - (3) (3) c o Z m U oo o L a Lo cv U T L U .3 U) (Q (2) a� E a� i m T a cB a � O o HALF -SCALE ON 11 X17 VJ v ri'� W Uz - 0 RESUB //> J Jun 11 2024 WDEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES V J W J W QU ZH LULL O 5 O G Z J CD co O O H rn W D- �O Z a_ W O d O Z W 5 Q d W O � 00 � W _ � U o � ;3� °' O U Q z N o J WI- U) NO= o 2 O O zLU W `-LUz f� W CO REVISIONS NO. DATE BY 07/14/23 CITY 0 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A02-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET 2009 ICC/ANSI CODE NOTES OFFICE BLDG A002 ALTA/NSPS LAND TITLE SURVEY LEGAL DESCRIPTION SCHEDULE B ITEMS c� .A LOT 6, BLOCK 4, SEATTLE HEIGHTS DIVISION FOUR, ACCORDING TO 8. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR r-+ THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 11, THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PROVIDED IN THE FOLLOWING INSTRUMENT: DISTRIBUTION EASEMENT SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON FOR: THE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY TO L.. PATROL, CONSTRUCT, ERECT, RECONSTRUCT, ALTER, IMPROVE, EXTEND, REPAIR, OPERATE, AND MAINTAIN OVERHEAD AND/OR y� BASIS OF BEARINGS UNDERGROUND ELECTRIC DISTRIBUTION LINES AND FACILITIES, ca GRANTEE -OWNED COMMUNICATION WIRES AND CABLES, AND GJ ACCEPTED THE BEARING OF N 89'21'56" E, BETWEEN OTHER NECESSARY OR CONVENIENT APPURTENANCES E MONUMENTS FOUND ALONG THE CENTERLINE OF DATED: JANUARY 25, 2016 212TH ST SW, PER REFERENCE NO. 1. RECORDED: FEBRUARY 17, 2016 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 201602170520 AFFECTS: A STRIP OF LAND 10 FEET IN WIDTH, LYING PARALLEL SURVEYOR'S NOTES WITH AND ADJOINING THE NORTH MARGIN OF 212TH ST. i SOUTHWEST (PLOTTED) 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN JANUARY OF 2022. THE FIELD DATA WAS COLLECTED AND RECORDED ON LEGEND MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES E_7 ASPHALT SURFACE PROPERTY LINES (ADJACENT) MAY NOT EXIST. BRICK SURFACE 0 REBAR & CAP (SET) 2. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE �BUILDING Q REBAR AS NOTED (FOUND) MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE CENTERLINE ROW RETAINING WALL NOTED. coo CLEANOUT RIGHT-OF-WAY LINES 3. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE 0 CONCRETE SURFACE ROCKERY COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. ® DECK SCO o SEWER CLEANOUT 4. SUBJECT PROPERTY TAX PARCEL NO. 00566900400600 FENCE LINE (CHAIN LINK) 0 SEWER MANHOLE Lij 5. APPROXIMATE SUBJECT PROPERTY AREA IS: FENCE LINE (WOOD) SS SEWER LINE 37,827 SQ FT +/- (0.87 ACRES) V FIRE DEPT CONNECTION SD STORM DRAIN LINE o FIRE HYDRANT STORM MANHOLE 210TH ST SW pCUS 6. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD G� GAS LINE TEL�HH❑ TELEPHONE HAND HOLE W FOUND MON IN CASE w � ERG Jun 1 2Q4 MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND IN89'22 04" E 685.07 CALC IRON PIPE W/ TACK, J o TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND G❑ GAS METER TEL SENTRY TELEPHONE SENTRY GVM GAS VALVE TEL w.T TELEPHONE VAULT (N 89'21'57" E 685.05' R1) DOWN 0.9' 07 I CITY OF MOI4Dti �EVELOPM SE CE DEPA E MEET THE STANDARDS SET BY WAC 332-130-090. — GRAVEL SURFACE sizE TYPE TREE AS NOTED O ( ) o 7. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE GUY ANCHOR UT UTILITY LINE o IN 4) � Z o N �- C) PROPERTY DESCRIBED IN OLD REPUBLIC NATIONAL TITLE ® INLET (TYPE 1) W WATER LINE c� �`� ��� Q w N Z INSURANCE COMPANY, COMMITMENT NO. 5207168462, WITH AN (a INLET (TYPE 2) WM0 WATER METER LOT 1D Q EFFECTIVE DATE OF NOVEMBER 10, 2021 AND THAT ALL o EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID LUM LUMINAIRE WV WATER VALVE L � TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION ® MAILBOX (RESIDENTIAL) ITEM No. s - U) OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN ELECTRIC EASEMENT _ Z PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON PER MONUMENT IN CASE (FOUND) PER AFN 201602170520 THE PROPERTY. PST❑ POST ABBREVIATIONS 8. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE P❑ POWER METER BLDG BUILDING LOTS 9 LOT 2 ROW 11 Q p POWER (OVERHEAD) CALC'D CALCULATED DESIGNATION X , PER THE FEDERAL EMERGENCY MANAGEMENT CLF CHAIN LINK FENCE ^ AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. PPO POWER POLE CO CLEANOUT �I Z 53061C1315F, WITH AN EFFECTIVE DATE OF JUNE 19, 2020 FOR PPO 0 POWER POLE W/ LIGHT CRW CONCRETE RETAINING WALL o J, o o Iv IN SNOHOMISH COUNTY STATE OF COMMUNITY NO. 530163 ' MEAS MEASURED PROPERTY LINE (SUBJECT) J l cn o 0 o ao WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE = U = y __ MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. w SIGNIFICANT OBSERVATIONS D m �� D 9. A ZONING REPORT HAS NOT BEEN PROVIDED BY THE CLIENT PER ` rn c°,, 0)` THE 2021 ALTA STANDARDS. m `'' o O �& mP� N N NONE CIE::-' 10. UTILITY INFORMATION: ALL FIELD OBSERVED UTILITIES ARE m w < W 0 SHOWN HEREON IN ADDITION TO ANY UTILITY PLANS AND/OR MAPS PROVIDED BY THE CLIENT AS WELL AS ANY PRIVATE VICINITY MAP ` O ��Lo UTILITY LOCATE MARKINGS PER THE 2021 ALTA STANDARDS. f 0 � � � ' EXCAVATION MAY BE NECESSARY TO ACCURATELY, COMPLETELY N.T.S. AND RELIABLY DEPICT THE EXACT LOCATION OF UNDERGROUND 30' FEATURES. ROW 11. NO STRIPED PARKING SPACES WERE IDENTIFIED ON THE rF PROPERTY AT THE TIME OF THE SURVEY. 12. THERE WAS NO OBSERVED EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE (3L"' PROPERTY AT THE TIME OF THE SURVEY. 13. A SCRIVENER'S ERROR WAS IDENTIFIED IN BLOCK 4 OF THE PLAT. THE WEST LINE OF LOT 8 AND THE EAST LINE OF LOT 3 239.48' It -� APPEAR TO BE CORRECT BUT ALL OF THE LINE LENGTHS 31029 0688 FOUND MON BETWEEN THEM APPEAR TO BE INCORRECT. OTHER SURVEYS IN N 89'21'BASIS 42'I MEAS. & R1 w o THE BLOCK, INCLUDING R1, HAVE ALSO IDENTIFIED THIS ISSUE FOUND MON IN CASE 212TH ST SW IN CASE BRASS DISK, AND HAVE CALCULATED THE LOTS SIMILARLY TO THIS SURVEY. BRASS PIN, DOWN 1.0' DOWN 1.0' REFERENCES v R1. ARBOR VILLA CONDO SURVEY, AFN. 200506295353, z>zthstsW SITE 212thstsW RECORDS OF SNOHOMISH COUNTY, WASHINGTON. cv v CONTRO�LMA P CD +� VERTICAL DATUM N Gov NAVD 88 PER GPS OBSERVATIONS N,T.s. v o v 00 00 m 00 Ln < Q c � Ln Ln - > Un 00 o v . m � SURVEYOR'S CERTIFICATE TO: DOUGLAS RAY SCHNELL AND MARK DONALD SCHNELL, GLACIER JOB NUMBER: 212650 ENVIRONMENTAL, INC. AND OLD REPUBLIC NATIONAL TITLE DATE: 01121122 INSURANCE COMPANY; DRAFTED BY: JPH THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON CHECKED BY: CSP WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 SCALE: N.T.S. MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND REVISION HISTORY NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 7(c), 8, 9, 11, 13, AND 16, OF TABLE A, THEREOF. THE FIELD WORK WAS COMPLETED ON JANUARY 19, 2022. INDEXING INFORMATION SW 1/4 SW 1/4 W 4 NE 4 SECTION: 20 TOWNSHIP: 27N 701V/109 w4 SE 4 RANGE: 04E, W.M. SHEET NUMBER COUNTY: SNOHOMISH 1 OF 2 COLIN SNOWDEN PALMER CERTIFICATE NO. 57176 DATE LEGEND 0 ASPHALT SURFACE PROPERTY LINES (ADJACENT) BRICK SURFACE REBAR & CAP (SET) ZXXSZSZX BUILDING O REBAR AS NOTED (FOUND) - CENTERLINE ROW RETAINING WALL coo CLEANOUT RIGHT-OF-WAY LINES 0 CONCRETE SURFACE ROCKERY ® DECK SCO o SEWER CLEANOUT X X FENCE LINE (CHAIN LINK) U SEWER MANHOLE FENCE LINE (WOOD) SS SEWER LINE FIRE DEPT CONNECTION - STORM DRAIN LINE FIRE HYDRANT STORM MANHOLE G GAS LINE TEL HH ❑ TELEPHONE HAND HOLE G ❑ GAS METER TEL SENTRY ❑ TELEPHONE SENTRY GV W GAS VALVE TEL VLT TELEPHONE VAULT F.._'.J GRAVEL SURFACE SIZE TYPE O TREE (AS NOTED) >- GUY ANCHOR UT UTILITY LINE 0 INLET (TYPE 1) W WATER LINE ® INLET (TYPE 2) WM WATER METER LUM LUMINAIRE WV DQ WATER VALVE ® MAILBOX (RESIDENTIAL) ITEM NO. 8 - 10' ELECTRIC EASEMENT ►�� MONUMENT IN CASE (FOUND) PER AFN 201602170520 PST El POST ABBREVIATIONS P ❑ POWER METER BLDG BUILDING P POWER (OVERHEAD) CALC'D CALCULATED PP O POWER POLE CLF CHAIN LINK FENCE CO CLEANOUT PP 0­0 POWER POLE W/ LIGHT CRW CONCRETE RETAINING WALL PROPERTY LINE (SUBJECT) MEAS MEASURED 20 0 10 20 ( IN FEET ) 1 INCH = 20 FT. ALTA/NSPS LAND TITLE SURVEY MATCH LINE :::::..........� 2 "F R 2.5'N �O6 AVE 91 E 4 a�8.8' R19OJ �� Yj9 ..............o........420; , W 2 .•..•...•.•.•.•:•:•:•:•:�.........•.•...� O > CLF IN TX R O� S S� .:::':'::':':':':::::':':':':':':':':':':':':M.. .o > Q > w 0.1 ' W OF �. PROP LINEP42. R�� •,� °'.':'.'. ,ti`o Fro 3.2' R .•.•R .. R� ,R ^� ... ...... 4.1' :::28" RO R BrrFIR w Qr0�cD G IRO ' oti'.'.'.'... yo -I �\� ry°� ........... •. R OGJ�\. 26 FI ti° "FIR � OR R 28"FIRO 0"PIN „ .... .. 20 ........... o ti O tio' ..... ... �......... CLF R 3..:: '.'.'.'.'. Rtiti 10.0' ....�� .....'. 0.3'E OF :...R1.. R,° 4,a. PROP LINE R R�. :::::::y' 6"DE IxR 28"FIR :•:x?1: •» R o 1 FI 0 t ° FENCE Rti°AVE �N :..::: BLDG HEIGHT='::.a;::: 0.4'E OF 12.5 3 '''''" AD ° PROP LINE 20.8' 12' j :':':':'..'.::'': BLDG °o "EVG CLF END N Q'''''"'' OVERHANG R a. 8 �........ 2" E G R, 0.1'E OF < �128' ti� . ry''':Aaz:': 22"FI I 4 PROP LINE 5.3' w R R�i.I•• •: ::. .•. UI '� 42312 '..:0.'.'. ....'. Orr o 2� Rti° FF EL= 14 I PF 26"F Z o 424.5 _.... FENCE 0) Rry�. ......' :.:.:.:...zoo' 0.1 ' E OF po° .'.'...'.'.'...�.:............x ti �.'.'.'.'.'.'.'.. �.........22 PROP LINE c i R�:::::::::R...:.:.:.:..:.:..:.:.:.:..:.:.:.:.:.•.:.. o x R22 9 .......................... J Rti C,J r'= 28'FIR 14"F m RJR. ° 04 - xR FI� 6' LY ° Z C� RAP 28"FIR��ryry�o "D OR x22 •....•. .' mbohe .....F •:•:•:•:•: •:•:•:•:ftD '.�s `L vR �R� GRw 28 a PLANTER "DE 422. ° ..;.;.... R .. xRry"%ryn�. 'a2�•:''':':r.•'• 20'iVG :::•:•:;:�.rr R F Rti�y PST C W:.•,: ti ..•..R..�`�... .s�'I`... � 8x 24 42�.4 Raj:, 4?F �' •;.1' °' . 40 ti.'.....'.'.'.'.'.'.'.'.. .. ........ (2)10"EVG 'k ... a........... ...:::GONG:: ;y o:... A2� O :.:..ryh................A.... f�A110'F.? P..'�.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'....STAIRS:.:.: &tit o :•;•:•:::P'ORCFI:':'..... R��ti Ra22.s O�� \.C' 12",14"EVG ..:.:.:.:.::.::...'.'. ............. ..�........... 2� •` R2 ' `L . R... ........ ...... R�42,. 17.9'- Q ' ' .,.......... 421.4 O ' .................. R° G 42z, RA 15.6 , GRAVEL EDGEoG:: 0.4E OF ti , Rti R PROP LINE 14.9' N . ti�ti 12",14"EVG RSAAVEAw in HOUSE N0. (4 7509 l .'•.... 12"EVG """ "" FOOTPRINT= ° R° 18.4' 12,17 SF (2)12"EV FF EL = CHIMNEY 29.6' e ti ti o :.:.:. Q .: ry 424.6' 2 FENCE 0.4'E OF PROP LINE 5.4 FENCE 0.2'E OF PROP LINE r� � G0cJ0, � 1 � O ROB R' FENCE COR 0.VE OF PROP LINE FOUND REBAR/CAP Co ° LS# "30581" ON LINE BLDG HEIGHT=8.5' iv 0 FF EL=421.9' _ SHED COR 0.8'E OF PROP LINE FENCE END 0.3'E OF PROP LINE 37.4' Z. 19.4' o5 ryti. EAV�Q�,,, �. . t;pEO o ....... '1 22.3 .'.'. tip' �9:°•..•'•.•.• ° 10"EVG .... ... 41 o.R Y F O 4F.40�2° 20 n 2a�3 v R 4216 GRADE GRAVEL EDGE R )'1:Q E o o BLDG W A� CONC BREAK ti 0.5'E OF R° HEIGHT= PORCHR PROP LINE R'8 ••; 19.5' CONC STAIRS 8",10' VG EAVE EAVE ° 0rn p,° R18 ITEM N0. 8 FF EL = R 10"EVG R o R 10' ELECTRICAL w 419.4' R`p° ASEMENT h k R - ASPHALT ° PER AFN R R ° o :: 12'EV DRIVEWAY 201602170520 SET REBAR/CAP o` Rti R " ^ R^ c�i1 N �o APPROX. LOCATION PER 6w o y. 41 AT PROP COR .. .' " R^ U g 419 PAINT MARKS (TYP) Rv R o. v p U) Rtiti Q = f4" FENCE COR RIM=420.14' `� :: Yo'.'.'......'.'...'.'.'.'.'•'.'.'.'.'.'.' N 0.2'E OF Rry (PARKED ON) :: •�,.�.:'.':':':':':':::::::::::::::••::::::::::::::: �. in N o. CHOP LINE C o 8 ............. Q TEL HH LU M S :.:�.......... R 1 CB (TYPE 2) •.�,. •' RQ.. ;� >' � TEL ti ' �. ' •8 21.5 E .: ,..... „ p�Tp � �' � '."G,aNC' .'gs .uCT'. RIM=419.14' �,�_.:.,.., �a ., R .. �... ,` StDE�V'ALKw. ;.: -1 ��, •414.93 01 �� - IE(SE) 12"PVC= 7 - x Z '> A O o° CURB ' SET PLAT) °� �s AT �416.69'� a��<} o� W AC ESS�104.7' W W» ,N W �'.-`a� W LANE STRIPING_ W W1Wl W WW W W- 212TH ST SW APPROX. LOCATION PER RECORDS (TYP) 1 (PU C RIGHT OF WAY) R10 16. - � SDMH RIM=419.93' IE(N) 8"CMP=416.28' IE(E) 12"CONC=415.73- IE(S) 12"CONC=416.08' IE(NW) 12"CONC=416.31' �i xR^ � x SS S SS S SS SS - LANE STRIPING CB (TYPE 1) R' �'eF� C', R,6ANE ` RIM=418.98' CURB ° x IE(NW) 12"DI=416.4$ �. il.•• `SJ R^99� SSMH ^R u, Ro RIM=418.93' R� APPROX. LOCATION PER R�� o� IE(N/E) 8"CONC_ PSE MAP NO. Q163070 409.43'(C. C. ) 6� ,TRIPING o• 8 MA h0 TEL HH wM � s R`o:C11 Rio TEL SENTR S9� d FENCE INTX 0. SE OF PROP LINE FENCE COR ON LINE FOUND REBAR/CAP LS# "30581" ON LINE FENCE END 1.4'N OF ROP,COR 0<D OHPT=455.63 `i� <j R OHPT=455.69 -P P P P P _P- P PIP pp. � Roe P P --P-P- p"tiA SDMH REBAR/CA� D CB (TYPE 1) T I ^ 'ROP COR b, I �R A RIM=402.54 osco IM=413.63' SQ IE(N) 12"D1=394.24' o IE(S) 8"GONG=411.43' 9S IE(E) 12"D1=393.00' RR. IE(W) 12"D1=396.34' - SID 3D -SD-SD-SD-5U) SD SD S -SD SD SS �1R SS R�l SS SS SS SS S� SS SS SS SS SS SS SSMH SDMH SSMH RIM= � - RIM=414.45' cn 411.78' RIM =402.08' U)IE(N/E/S/W) 8"CONC= IE(N/W) 8"CONC, IE(E) 12"GONG=407.83' 402.15'(C.C.) w E(S) 8"CONC=408.85' IE(E)12"CONC= _ IE(SW) 8"CONC=408.20' J, 388.48'(C.C.) -T.- IE(W) 12"CONC=409.15' CB (TYPE 1) IE(NW) 8"CONC=409.15' R RIM=413.77' IE(N) 8"CONC=411.62' wv IE(W) 12"CONC=411.97' " WM Nwv ROCKERY 0.5'N OF PROP LINE SET REBAR/CAP AT PROP COR ROCKERY 0.1'S OF PROP COR CLF END 1.6'W OF LINE & 0.9'S FROM PROP COR Rtih I FENCE 0"4'S OF PROP COR ° c CLF ti DAP BPS \�\-G 0.7'W OF PROP LINE I6"EVG 0 CLF 0.1'W OF PROP LINE 0„ O CLF 0.5'E OF PROP LINE 16" ° \I x 16" G ROCKERY 0.1'S OF PROP LINE FENCE 0.8'S OF oll PROP LINE 6" R ' O 2" IRO o, 4" D 14" D " A 16 AD °6r,D xR ry,o xR O 24" xR^� xR1� 0100 �61 J FENCE COR 4.1'N OF LINE & 0.6'W FROM Y. PROP COR N 89°21'47" E 104.40' (104.5' PLAT) u2 8"FIR .11 25"FI 20" O 12" ED FENCE 0.2'S OF 4 R PROP LINE R °1 "MAD �241 AP o SIR o 6"M D xR� 18"FIR 20"FIR O R ROl. 24"FIRO MATCH LINE 20"FI R HT=9.5' SSMH �r7 RIM=416.87' IE(E/SW) 8"PVC= 405.57' (C. C. ) FOUND IRON PIPE W/ PLUG & TACK 0.07'N OF LINE & 0.18'E OF PROP COR FENCE 0.3'W OF PROP COR FENCE 0.1'W OF PROP LINE FENCE 0.1'W OF PROP LINE 15.5' �O��oO1�0 w FENCE Q�0 vG �RE 0.2'E OF w o (n PROP LINE J o Jun 1 C24 0) CITY OF �. Q0 O V E ELOPMFj.�T;SE�ES O DEP, EN 2 = ZN JLliN o 0 O X Ln W Z ~ � `Q 1 J Q INDEXING INFORMATION SW 1/4 SW 1/4 W 4 E--4 SECTION: 20 TOWNSHIP: 27N W 4 SE' RANGE: I W.M. COUNTY: SNOHOMISH w z JOB NUMBER: 212650 DATE: 01121122 DRAFTED BY. JPH CHECKED BY: CSP SCALE. 1" = 20' REVISION HISTORY SHEET NUMBER 2OF2 KEY NOTES 9679 EXISTING MULTI -FAMILY ZONING: RM-2.4 .:nxx.xr + I 1_ II I 1 1 1 +30'-411 -40 39 4 PROVIDE 20 L.S. 100 50 70 12 LANDSCAPE SCREENI SCREENING _=41N 01'59'26" W 361.89'(362.5' PLAT) - _ __ z - - - Fx- �� x-x-x-x-x-x-x-x-x-x x x-x-x-x-x-x xzx�x�X ��xzx�x-x-x-x-x-x-x-x-x-x- xz �x-x-xzx��--x-x WW - - - --WI 1_ 11 I_ II. W 68 13 4 12 2 V.PWRD © 3 'I W IW W 5 g I PROPOSED BIKE I TRASH ❑- 15 a I" I I I ENCL. 12 I I PROPOSED _ - - T" Eo - W / 1-STORY PRE-FAB METAL LOCKER ❑ IW .I-. - I WAREHOUSE BUILDING J 13 1 6'-6"� 2-STORY OFFICE BUILDING 14 '. FOOTPRINT AREA: ±4,000 S.F. �W - i FOOTPRINT _ 00 S.F. ® W INT AREA +2 5 ox .ly. PROPOSED I 27' p16'-roll L_ FFE:420.0' FFE: 420.5' EV (BLDG PERMIT: I W w j" �G'" OUTDOOR I X.(BLDG PERMIT: I = I BLD2022-1541) I 10 I� - STORAGE AREA I I CO 17 �11W I +' a I W W W BLD2022-1542) I ❑ - PHASE 2- I a AREA: ±2,245 S.F. I O - PHASE 1 - I cf� N I 2- EV I 8' 10,�'W1 .W W 1 2 I � ��� QREADY W b i z I PERVIOUS. W w APN: 0056690 00600 I - n - - n _ - n _ _ - - I _ W 3%EV EV us READY - - 4 x .. - M M Z� --- O� �I 16 0- AREAS I w SHOWNN-L---75o9212TH TSw - _____ _�_ _� ___�___ _ - F- ---- --- I W HATCHED, TYP, - �� I 'SQ NEV I - EV EV �� I FH EXISTING x W SITE AREA: ±3 827 SF 11 I} 0-READY READY READY READY Nil- , 2 MULTI -FAMILY I 5 (ZONINGR S) 1 FLUSH TO ASPHALT 3, �� a0 2 �7 1❑ NZONING: RM-2.4 W ❑ - VNEIGHBORHOO z2 ���\ ® N - w ASPHALT �� BUSINESS PAVING, TYP,-------------------------------------------------------------- W ------ s s ---- --- �s - s s ' s - h W - n 70 > N U.O.N. _ �� I \ PIN// I .W I W x R5 5 I 10 x W W a a W W W W ♦ W W W W x-x-x-x V/ . W Lx-xW-X-X-x-xW-x--X-xW-x-x-x-x- - - -x-x x-x-x-x 15, +-27'-511 391-411 29, SETBACK EXISTING COMMERCIAL ZONING: BN NEIGHBORHOOD BUSINESS x -xj x-x x 111-211 L- EXISTING COMMERCIAL ZONING: BN NEIGHBORHOOD BUSINESS FIRE DEPARTMENT NOTES FIRE LANE STANDARDS 1. BE A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET AND MINIMUM UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET, 6 INCHES. *FIRE LANES SHALL BE A MINIMUM OF 26 FEET WIDE IN THE IMMEDIATE VICINITY OF ANY BUILDING OVER 30 FEET IN HEIGHT ABOVE GRADE. SUCH FIRE LANES SHALL BE LOCATED A MINIMUM OF 15 FEET AND A MAXIMUM OF 25 FEET FROM THE BUILDING. 2. PROVIDE FIRE DEPARTMENT ACCESS TO WITHIN 150 FEET OF ANY PORTION OF AN UN -SPRINKLED BUILDING. IN BUILDINGS THAT PROVIDED WITH AN AUTOMATIC SPRINKLER, ACCESS MAY BE INCREASED, AT THE DISCRETION OF THE FIRE MARSHAL. 3. PROVIDE FIRE DEPARTMENT ACCESS TO ALL ON -SITE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS (FDC) FOR SPRINKLER AND STANDPIPE. A HYDRANT MUST BE LOCATED TO WITHIN 25' OF A FIRE DEPARTMENT CONNECTION (IF APPLICABLE). 4. HAVE ADEQUATE TURNING RADIUS TO ALLOW MANEUVERING OF FIRE APPARATUS: INSIDE RADIUS 25 FEET; OUTSIDE RADIUS 45 FEET, 5. BE CIRCULATING OR HAVE AN APPROVED TURN -AROUND IF OVER 150 FEET LONG. HAVE GRADES OF NO MORE THAN 12%. 6. BE PAVED WITH ASPHALT OR APPROVED EQUIVALENT AND BE CAPABLE OF SUPPORTING THE IMPOSED LOADS OF FIRE APPARATUS. 7. BE MARKED WITH WORDS "FIRE LANE - NO PARKING" WORDS TO BE PAINTED ON THE PAVEMENT INSIDE THE LANE. LETTERS TO BE A MINIMUM OF 1211 HIGH, 2" STROKE, YELLOW IN COLOR, AND ALTERNATELY SPACED EVERY 50 FEET. a.. - --------------- - x-x-x N 01'56'32" W 361.88' (362.6' PLAT) EXISTING COMMERCIAL ZONING: BN NEIGHBORHOOD BUSINESS 7 J SITE PLAN BACKGROUND UPDATED PER CIVIL ENGINEERING REVISIONS. 3 ARCHITECTURAL SITE PLAN z � SCALE: 1" = 20'-0" 0 10, 20' 40' 60' 80' 8. HAVE PERIMETER STRIPING/CURBING TO DELINEATE THE BOUNDARIES OF THE FIRE LANE. STRIPING TO BE A MINIMUM OF 4 INCHES WIDE AND STRIPING/CURBING TO BE YELLOW IN COLOR, 9. WHEN REQUIRED BY THE FIRE MARSHAL, SIGNS SHALL BE USED IN ADDITION TO OR IN LIEU OF STRIPING. SIGNS, WHEN APPROVED, SHALL MEET THE FOLLOWING REQUIREMENTS: a) SIZE: 1811 HIGH X 1211 WIDE (MIN.) b) MOUNTING: BOTTOM OF SIGN 4811 TO 6011 ABOVE GRADE. c) STYLE: INDUSTRY STANDARD (VULCAN %7-6-9, RAINBOW 01-527, EMED TIC 18816 OR APPROVED EQUIVALENT). d) COLOR: RED LETTERING ON WHITE BACKGROUND e) SPACING: 501 BETWEEN SIGNS OR AS REQUIRED BY FIRE MARSHAL. 10. FIRE LANES SHALL BE ESTABLISHED BY THESE REQUIREMENTS TO PROVIDE ACCESS TO BUILDINGS DURING CONSTRUCTION, ALTERATION OR DEMOLITION, FIRE DEPARTMENT NOTES: 1. BUILDING ADDRESSING 1211 NUMBERING ON CONTRASTING BACKGROUND. SUITE IDENTIFICATION IS 611 NUMBERS ABOVE DOOR IN A CONTRASTING COLOR, UNLESS OTHERWISE APPROVED BY THE FIRE OFFICIAL, 2. ALL BUILDINGS OVER 3,000 SQUARE FEET ARE REQUIRED A MONITORED FIRE ALARM INSTALLED TO 2019 NFPA 72 STANDARDS. KNOX BOX KEY ENTRY IS REQUIRED TO COMMON AREAS AND ACCESS TO FIRE ALARM PANEL(S) PLAN NOTES A. ACCESSIBLE ROUTES OF TRAVEL ON THE SITE NOT TO EXCEED 5% SLOPE IN THE DIRECTION OF TRAVEL AND 2% CROSS SLOPE. B. EXTERIOR BUILDING AND SITE SIGNAGE TO BE APPLIED FOR AND PERMITTED SEPARATELY. GC TO COORDINATE ALL SITE AND SIGNAGE POWER NEEDS WITH THE OWNER, C. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, 411 MIN. HT. W/ 1/211 MIN. STROKE WIDTH & ON CONTRASTING BACKGROUND. TEMPORARY ADDRESSING REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. AVG HT (E) GRADE CALCS 061 OFFICE BUILDING LABELED CORNER EXIST. GRADE* NO. CORNERS AVG. GRADE OB1 421.40 OB2 422.02 OB3 �,421.26 3 OB4 418.75 31683A43 4 �420.86 PROPOSED FFE: Olt DIFF (+): 0.86 *REFER TO EXTERIOR ELEVATIONS WAREHOUSE 461-911 cv 00 z 261 DA PO SETBACK 40' OVERALL SITE AREA: ±37,827 SF (±0.87 ACRES) LABELED EXIST. I NO. AVG. CORNER GRADE* CORNERS GRADE WH1 420.25 W H2 420.40 W H3 424.60 WH4 419.70 1684.95 4 421.24 PROPOSED FIFE: 420.50 DIFF (+): 0.74 *REFER TO EXTERIOR ELEVATIONS as a 0 1❑ NEW ASPHALT PAVEMENT PER CIVIL DWGS. ALL INDICATED PARKING STRIPING IS NEW, U.O.N. ALL STRIPING TO BE 2-COATS 4" WHITE PAINTED LANES AS INDICATED AND PER MIN, REQ. PROVIDE WHEEL STOPS IN LOCATIONS ON SITE PLAN AND DIRECTIONAL ARROWS AS REQ. BY OWNER. SEE DTLS 4 3 A1.2 A1.3 ❑2 NEW VAN -HANDICAPPED STALL STRIPING, H.C. SIGNAGE, WHEEL STOP AND RAMP ACCESS TO SIDEWALK, MARKINGS TO BE TORCH -DOWN THERMOPLASTIC. REFER TO CIVIL DWGS AND DETAIL g A1.2 ❑3 EXPAND EXISTING SIDEWALK IN ROW AND PROVIDE NEW STREET TREES PER CIVIL DWGS. ® NEW FRONTAGE LANDSCAPING, 3' SQ STAMPED CONCRETE PEDESTRIAN AREA AND AROUND OFFICE BUILDING PERIMETER, AND 5'-011 WIDE ACCESSIBLE PATH TO SIDEWALK PER CIVIL & LANDSCAPE DWGS. AND DETAILS 6 7 8 11 A1.2 A1.2 A1.2 A1.2 ❑5 NEW/REFURBISHED LANDSCAPE AREAS WITH CURB (SHOWN POCHE-HATCHED). REFER TO CIVIL DWGS, LANDSCAPE DWGS AND DETAILS 6 7 A1.2 A1.2 © PROVIDE NEW LANDSCAPE SCREENING ALONG SETBACK BETWEEN EAST PROPERTY AND PROPOSED OUTDOOR STORAGE AREA PER LANDSCAPE DWGS. ❑7 NEW SITE DRAINAGE CONTAINMENT DESIGN PER CIVIL DWGS. ® 12-0' X 70' HAMMERHEAD FIRE TRUCK TURN -AROUND OUTLINE PER CIVIL DWGS. ❑g APPROX. 38' OPENING WITH 18' SWING AND 20' SLIDING GATE. PROVIDE KNOX BOX PER FIRE DEPARTMENT REQ. 10 6' PERIMETER FENCE AROUND NORTH HALF OF PROPERTY, REFER TO DETAIL 12 A1.2 11 FLUSH CONCRETE APRON ALONG WAREHOUSE BLDG FRONTAGE. REFER TO CIVIL DWGS. 12 20' HIGH LIGHT POLE; SPEC: PK803 POLE KIT w/3 80-WATT LED AREA LIGHTS. SEE EXTERIOR ELEVS AND CIVIL DWGS. 1 13 NEW 13'-411 X 10'-811 TRASH ENCLOSURE. SEE ELEVATIONS AND DETAILS 2 g A1.3 A1.3 14 NEW MIN. 2-BIKE RACK INSTALLED PER MFR, REQ. 15 NEW BENCH AND TRASH RECEPTACLE AMENITIES. SEE ELEVS FOR SPECIFICATIONS. 16 NEW ONSITE FIRE HYDRANT PER CIVIL DWGS. 17 NEW EV CHARGING STATIONS PER CIVIL DWGS. NOTE: SITE PLAN TO BE APPROVED UNDER OFFICE BUILDING PERMIT APPLICATION. THIS SITE PLAN IS FOR REFERENCE ONLY FOR WAREHOUSE BUILDING PERMIT SITE & BUILDING DATA LEGAL DESCRIPTION: PROPOSED OUTDOOR STORAGE: SEATTLE HEIGHTS DIV 4 BLK 004 D-00 - TR 6 OUTDOOR STORAGE PAD AREA: 2 EXISTING SITE DATA: PROPOSED OVERALL SITE & BLDG AREAS: PARCEL NUMBER: 00566900400600 ALLOWABLE AREA PER FLOOR (IBC B & S-1 OCC. CLASS): 9,000 S.F. JURISDICTION: CITY OF EDMONDS ALLOWABLE STORIES, MAX. HEIGHT (IBC B OCC. CLASSI: 2, 40 FEET ADDRESS: 7509 212TH ST SW, EDMONDS MAX, BUILDING HEIGHT (PER ECDC 16.45,020): 25 FEET QUARTER -SECTION -TOWNSHIP -RANGE: SW-20-27-04 MAX, ALLOWED LOT COVERAGE (PER ECDC 16.45,0201: NONE EXISTING STRUCTURE INFO. 1940,3 BLDGS PROPOSED LOT COVERAGE: 17% EXISTING USE/USE CODE: 113 SINGLE FAMILY RESIDENCES FOOTPRINT AREAS / SITE AREA: 61500/371827 ZONING DESIGNATION: BN: NEIGHBORHOOD BUSINESS MAX, ALLOWED FLOOR AREA RATIO (PER ECDC 16.45,020): 3.00 FAR CRITICAL AREAS: NONE IDENTIFIED PROPOSED FLOOR AREA RATIO (FAR): 0.23 FAR GROSS SITE AREA: ±37 827 SF (±0,87 ACRES) GROSS FLOOR AREAS / SITE AREA: 8,600/37,827 WATER DISTRICT: CITY OF EDMONDS BUILDING SETBACKS (PER ECDC 16.45.020) SEWER DISTRICT: CITY OF EDMONDS MIN FRONT YARD: 20 FEET MIN SIDE / REAR YARD: NONE* PROPOSED OFFICE BUILDING DATA: *15 FEET REQ FROM LOT LINES ADJACENT TO R-ZONED PROPERTY CONSTRUCTION TYPE/CLASS: TYPE V-B, NON-SPRINKLERED MAX, IMPERVIOUS AREA: NONE LISTED IN ECDC MAX. NON-SPRINKLERED FIRE AREA (PER ECFC 19.25.035): 5 000 S.F. PROPOSED IMPERVIOUS SURFACE AREA: PER CIVIL PLANS OVERALL BUILDING AREA: ±4 600 S.F. PROPOSED LANDSCAPING/PERVIOUS AREA: PER CIVIL PLANS FIRST FLOOR BLDG AREA (FOOTPRINT): ±2,500 S.F. SECOND FLOOR AREA: ±2100 S.F. PROPOSED PARKING: MAX BUILDING HEIGHT (PER ECDC 16.45.020): 25 FEET EXISTING PARKING STALLS ON SITE: UNKNOWN OCCUPANCY GROUPS: B: BUSINESS TOTAL REQUIRED CUSTOMER STALLS: 17 STALLS PARKING REQ (1/400 S.F. OFFICE BLDG = 4,600/4001: 12 STALLS PROPOSED WAREHOUSE BUILDING DATA- PARKING REQ (1 PER BAY+1 OFFICE AREAI: 5 STALLS PROPOSED CONSTRUCTION TYPE/CLASS: TYPE V-B, NON-SPRINKLERED CUSTOMER PARKING BREAKDOWN MAX. NON-SPRINKLERED FIRE AREA (PER ECFC 19.25.035): STANDARD VEHICLE STALLS (8.51x16.5' MIN., 24' AISLE) 14 STALLS OVERALL BUILDING AREA: ±4 000 S.F. STANDARD STALL EV READY = 4 STALLS MAX BUILDING HEIGHT (PER ECDC 16.45.020): 25 FEET COMPACT VEHICLE STALLS (81x16,51, 24' AISLEI: 0 STALLS PROPOSED OCCUPANCY GROUPS: S-1: WAREHOUS , B: BUSINESS VAN HANDICAP STALL (161x18', 24' AISLE), EV READY: 1 STALL 2 EV CHARGING STALL (8.51x16.51, 24' AISLEI: 2 STALLS OCCUPANCY BREAKDOWNS: B: OFFICE BLDG: ±4,600 / 150 = 31 OCC, B: OFFICE IN WAREHOUSE BLDG: ±800 / 300 = 6 OCC, S-1: STORAGE IN WAREHOUSE BLDG: ±3 200 / 300 = 11 OCC. TOTAL OCCUPANTS: ±8,600 48 OCC, TOTAL CUSTOMER PARKING PROVIDED: PROPOSED BICYCLE PARKING PROVIDED: PRE -APPLICATION REVIEW NUMBER- PRE2021-0013 17 STALLS 2 BIKES REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON 0 o M U a U} Qo�M�= LU = °° o " U LU 0')Lo CO) O c- } oo U m cv x C cfl�LL E U N � Lo - - _ U) N �3 N M k 60 O N m 6 p 00 U z E a .- Y U 0 3 � E cu U - 2 a E IE E C 0 a� U � � moo HALF -SCALE ON 11X17 v J r i'� W U z - RESUB %Q J Jun 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT d�ui� VJ co J W QU ZLL W� O o z J o o 0 O Q0 �w W0 CD o z z a LLB Q Q (o� OW3:000 N j W -UoU)o 07QO U Q C)=W� z �z0 J WI- U) (NJ O= o 2i O U z x w `noz � w cn REVISIONS NO. DATE BY Al 07/14/23 CITY 11/28/23 CLIENT 03/06/24 CITY 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 06/06/24 CAD FILE: 21-28A11 JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET ARCHITECTURAL SITE PLAN Al ■ - 411 WIDE PAINTED PARKING STRIPES; 2-COATS OF HIGHWAY WHITE 1:50 SLOPE MAX. IN ANY DIRECTION A --Jl L 8'-611 0-011 MIN.) 8'-611 0-011 MIN.) 00 ol fIe 171-011 (161-011 MIN.) AT VAN HANDICAP STALL TYP. HANDICAP STALL SIGN PER DETAIL A1.2 WHEELSTOP e PER DETAIL A1.2 z PROVIDE RAMP ACCESS 2 FROM HATCHED AREA o TO RAISED SIDEWALK. RAMP NOT ALLOWED °0 TO PROTRUDE IN HATCHED AREA (IF OCCURS) TYP. HANDICAP SYMBOL PER DETAIL A1.2 , TYP. HANDICAP PARKING STALL SCALE: 1 /4" = V-0° REFER TO SITE PLAN FOR SIZE & ORIENTATION , SITE LIGHTING STANDARD BASE SCALE: 3/4" = V-0" 21-18Al2 1'-011 IDENTIFICATION OF ACCESSIBLE RESERVED1 K1_ STATE DISABLED PARKING PERMIT REQUIRED PARKING SPACES NOTE: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC/ANSI A117.1-2009 SECTION `-° 703.6.3.1. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION 'VAN ACCESSIBLE." SUCH SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FLOOR OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. N LOCATION AT EACH VAN ACCESSIBLE io ACCESSIBLE STALL J z Q w 211 DIA. GALV. STEEL N Q PIPE - PRIME & o w PAINT BLACK Q FINISH GRADE 1011 DIA. x 2411 DEEP L J CONCRETE FOOTING L HANDICAPPED PARKING SIGNAGE SCALE: 1 1/2" = V-0" 21-18Al2 111 5" 00 RADIUS CORNERS, TYP. RECONFIGURED PLANTER PER SITE PLAN & FLOOR PLAN ASPHALT PAVING a � d d ad - aa — — _ °� 80 o O a — .ri Wce 'to �� ° O _ a - SUB-BASE— #4 BARS CONT. TOP 1 AND BOTTOM NOTES; 1. PROVIDE EXPANSION JOINTS AT 25' O.C. AND AT THE START AND FINISH OF ALL CURVED SECTIONS 2. PAINT CURBS WHERE NOTED ON SITE PLAN 3. VERIFY CURB DEPTHS AND SUB -GRADE PREPARATION PRIOR TO COMMENCING WORK. TYP. CAST -IN -PLACE CONC. CURB SCALE: 1 1/2" = V-0" 0 cV CENTERLINE OF STALL all 711 361lx3611 BLUE FIELD BACKGROUND, 311 WIDE WHITE STRIPE PER CITY REQ. , HANDICAP PARKING SYMBOL SCALE: 1" = V-0" 21-18Al2 111 IV 5" RADIUS CORNERS, TYP. CONCRETE WALK PER SITE PLAN ASPHALT PAVING Q a � . 8 ° III —III —III —I 1I- d a � III=III=III=1I1= III—III—III—� o� °� a d III —III —III —I I l i �o I I IEllII—III— go �� o o 1 =1 11-1 11-1 III=III=1 I I III=1 I I=11=— =III III=1 I I=1 1111111I I 111— I-1 11—III-1 11—III-11 11-111—I �. -—III—III—III-111-111—� 1-1 I:::-- 1-111,;,111„IIII�IIII���III��II „III — SUB -BASE #4 BARS CONT. TOP AND BOTTOM NOTES; 1. PROVIDE EXPANSION JOINTS AT 25' O.C. AND AT THE START AND FINISH OF ALL CURVED SECTIONS 2. PAINT CURBS WHERE NOTED ON SITE PLAN 3. VERIFY CURB DEPTHS AND SUB -GRADE PREPARATION PRIOR TO COMMENCING WORK. TYP. CAST -IN -PLACE CONC. CURB 21-18Al2 SCALE: 1 1/2" = V-0" CONC, WASH (SMOOTH DOME) 611 DIA. STD. WEIGHT STEEL PIPE, GC TO PROVIDE PROTECTIVE PLASTIC SLEEVE OVER BOLLARD, COLOR PER - 0\WNER. MOUND CONIC 111 ASPHALT PAVING d 0 ogOo o ° - -- -_ Oo° Oo ad. a °o 00 da ° 1811 DIA. x 31-011 DEEP CONC. ,d —0. -- PIER WITH #4 BARS (VERT) _ AND #3 TIES AT 811 O.C. #4 x 1211 LONG BAR WELDED TO PIPE (3 REQ'D) —12 TYPICAL BOLLARD DETAIL SCALE: 3/4" = V-0" NOTES: 1. INTERMEDIATE POSTS NOT REQ. & 3611 HIGH GUARDRAIL ALLOWED AT LOCATIONS WITH LESS THAN 3011 RISE ABOVE ADJACENT SURFACES. 2. 41-011 CLEAR REQ. BETWEEN HANDRAILS AT EXTERIOR RAMPS & STAIRS. 3. GC TO PROVIDE SLIP -RESISTANT BROOM FINISH ON TOP SURFACE OF RAMP, LANDINGS AND STAIR TREADS. 4. EDGE PROTECTION REQ. CONT. ALONG ALL RAMP & LANDING GUARDRAILS 5. DETECTABLE WARNINGS NOT REQ. IN PRIVATE PARKING LOTS. 21-18Al2 MAX. RAMP SLOPE *1211 MIN REQ. HANDRAIL 1:12. SEE CIVIL PLANS EXTENSION BEYOND RAMP EDGE AT TOP AND 1 1/211 O.D. SCHED. 40 STL. BOTTOM OF RAMP PER ICC HANDRAIL, EACH SIDE, A117.1-2009 FIG. 505,10.3 & POWDER -COATED BLACK. IBC FIGURE 1014.2 TYP. EXTERIOR HANDRAIL DETAIL 21-18Al2 NOT TO SCALE 21-18Al2 a 6'-011 WIDE PRE -CAST CONCRETE WHEEL STOP CENTERED IN STALL WIDTH w/ DRAINAGE SLOTS. LOCATE 2'-0" FROM 611 MIN. FRONT OF STALL TO CENTERLINE OF WHEEL STOP, TO 911 MAX. U.O.N. ON SITE PLAN. al..l V14) N a p ° ASPHALT PAVING Hl II II #4 REBAR / MIN, 1811 DEEP EMBED, TYP 2. LOCATE REBAR L MIN. 611 FROM EACH END, OR PER MFR. PRE -DRILLED HOLE LOCATION. , WHEEL STOP SCALE: 3" = V-0" 21-18Al2 611 611 I ,I 11 1 I I., II I I; EXPANSION JOINT 1 ° a d a a a a a 4 4 4 a a CONTROL JOINT _---1/211 THICK SEALANT 411 THICK CONCRETE SLAB U.O.N. 6X6 / 1OX10 WELDED WIRE MESH #4 SMOOTH DOWEL @ O 2411 O.C. 1/211 THICK EXPANSION MATERIAL BASE COURSE TREATED SOIL SAW CUT JOINT LOCATION PER PLANS TOOLED JOINT OPTIONAL 411 THICK CONCRETE WALK OR RAMP TYP. EXPANSION / CONTROL JNTS SCALE: 3" = V-0" 21-18Al2 1 5/811 DIAMETER TOP RAIL-----_ 9 GAUGE BLACK VINYL COATED CHAIN LINK FENCE WITH BLACK VINYL SLATS FOR SCREENING PER CITY STANDARDS, IF REQUIRED, BRACE WIRE CONCRETE ---, 211 DIAMETER LINE POST (GALVANIZED) AT 10'-011 MAXIMUM SPACING I II I 211 DIAMETER LINE POST II of i1AT 10'-011 OR AS NOTED ON PLANS °I I .II. . LINE POST SET IN CONCRETE lit— LL FOOTING 3000 PSI 28 DAY L 1211 L COMPRESSIVE STRENGTH DIA. FRONT VIEW SIDE VIEW , CHAIN LINK FENCE DETAIL SCALE: 1/2" = V-0" 21-18Al2 9679 REGISTERED ARCHITECT i THERESA K. GREENE STATE OF WASHINGTON 7 >oC4 0 EJ a i p M a U U N 0 ao C? - .-I W } U ao I-- I, U o aS 0 w 0)N Y .� T c— oo E m m m X c d i V/Lo co � ILL o E U > N .3 c N M< -6 5 m O v Z 0 a O U d / V n E cn cu N L E :E E O U H U g rn�s HALF -SCALE ON 11 X17 rn WZ U — RESUB >Q J Jun 11 2024 of CITY OF EDMONDS DEVELOPMENT SERVICES WM� DEPARTMENT VJ W J W QU ZLL WLL 5O 0 zJ O 0 Lo w w C° WLo O z Z W Q Q N � W O 00 (j)QO — Uo;= � U c_ LQ � - Z _ � Z 0 JWu)0)2o CDZx��Z w I�wcn REVISIONS ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 20-26Al2-013 JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET ARCHITECTURAL SITE DETAILS OFFICE BUILDING Al 2 ■ DROP FORK LATCH, PROVIDE COMMERCIAL GRADE BARN STOP AND LOCKING HARDWARE PER GATE MFR STANDARDS - 411 DIA. MIN. STEEL GATE POST, TYP. 21 FILLED WITH CONCRETE, SHOP PRIMED AND FIELD PAINTED TO MATCH CMU 10 611 STEEL A1.2 BOLLARD, TYP. 2 I I 11 j �I I � rt I 1 I� LINE OF I II I I I� I PIER I BELOW1 IL J L� I L--� ENCASE PIPE WITH CONCRETE AFTER PIPE IS SET. F'C(28 DAYS) =3000 PSI (TYP) PIPE CLAMPS SCREWED TO GATE WITH WASHER SPACERS TO FACILITATE SLIDING PER GATE MFR STANDARDS w I 10 611 STEEL A1.2 BOLLARD, TYP. 2 � o o � COMMERCIAL GRADE 9 GAUGE BLACK VINYL COATED CHAIN LINK FENCE w/ 2 INCH DIAMETER TUBULAR STEEL FRAME & BLACK VINYL INFILL SLATS UNLESS OTHERWISE REQ. BY OWNER — GATE OPENING 12'-0" CLEAR IIII � I LII II I LF- u� IT i I L-4�I 1 j LJ LINE OF FDN BELOW PIPE SLEEVE SET IN CONCRETE TO RECEIVE BARN GATE STOP 411 LONG, EXTEND 1/411 ABOVE CONCRETE FRONT ELEVATION 13'-411 0" CLEAR 8" lo 811 121- ENCLOSURE OPENING MUST HAVE MINIMUM 12 FOOT CLEAR OPENING CMU WALL WITH 2" SOLID CONCRETE MASONRY CAP. COLOR TO MATCH SIM. 6 BUILDING. SEE STRUCT. A1.3 FOR REINFORCING GC TO VERIFY POSITIVE DRAINAGE TO EXISTING ASPHALT PAVING 1/411 PER FT MAX SLOPE 611 CONCRETE 0 SLAB -ON -GRADE w/ #4 o AT 1811 O.C. EA. WAY, MID -DEPTH T.O. SLAB EL=O'-O" ASSUMED 10 4" DIA, MIN, STEEL A1.3 GATE POST & GATE HINGES, TYP 2. PIPE SLEEVES O O o SAW CUT JOINT o „ GATE GATE GATES MUST PIN OPEN AT 180-DEGREES SAW CUT JOINT 1/411 WIDE, 311 DEPTH (TYP.) - SLOPE PER CIVIL DWGS 131-411 PLAN VIEW 0 1 TRASH ENCLOSURE PLAN & ELEV SCALE: 3/8" = 11-011 21-18A13 CMU WALL REINFORCING SCHEDULE WALL VERTICAL HORIZONTAL END & CORNER TYPE THICKNESS REINFORCING REINFORCING VERTICAL REINFORCING CMU-1 01-811 #5 AT 1611 O.C., (2) #4 AT 3211 O.C. (2) #5 CENTERED (MAX) CMU WALL NOTES: 1. ALL WALLS TO BE SOLID GROUTED, 2. GC TO VERIFY ELEVATIONS CALLED OUT WITH CIVIL PLANS 3. TENSION DEVELOPMENT AND SPLICING SHALL BE USED UNLESS COMPRESSION IS SPECIFICALLY NOTED ON PLANS. 4. REINFORCING MAY BE CONSIDERED SPLICED WHEN PLACED IN ADJACENT GROUTED CELLS. ANY TIME REINFORCING IS NOT IN CONTACT, EVEN IF IN THE SAME CELL, SPLICE LENGTH SHALL BE INCREASED BY 30% 5. MAX. GROUT LEFT IS 5'-011 6. ALL REBAR IS GRADE 60. CMU WALL REINFORCING NOT TO SCALE 21-18A13 211 THICK SOLID CONC. MASONRY CAP CMU WALL COLOR TO MATCH BUILDING #4 x 2411F__ AT 24" O.C. PROVIDE #5 IN HORIZ. BOND BEAM IN ALL COURSES BELOW AND FIRST COURSE ABOVE SLAB ON GRADE FINISH GRADE Q 1 J 2 � Q z LU T.O. FTG Ifl a d 1 Cn O a DOWELS TO MATCH °- — d d . ad N CMU WALL VERT. REINF, ALT HOOKS v COMPETENT NATIVE SUBGRADE PREP SOIL OR COMPACTED 2'-011 CONIC FTG w/ PER GEOTECH STRUCTURAL FILL (3) #4 CONT. BOTT & #4 AT 1011 O.C. elk TRASH ENCLOSURE SECTION SEE DETAIL 2, THIS SHEET FOR REQUIRED WALL REINFORCING, 1/211 PRE -MOLDED EXPANSION JOINT FILLER WITH SEALANT AT TOP 6" CONIC S,O,G. w/ #4 AT 1811 O.C. EA. WAY MID -DEPTH T.O. SLAB SCALE: 3/4" = V-0" 21-18A13 F. GATE HINGE NOT TO SCALE GATE FENCE HINGE QE6 X'_411 DIA. STEEL MI A A I \ /1 r\ A / GATE POST 3/811 T. STEEL PLATE COPE & WELD AROUND POLE; RADIUS FRONT 5/811 DIA. STEEL PIN TO PLATE; WELD CAP NUT TO PIN 3/811 T. STEEL PLATE WELD TO PLATE & POST 1/411 T. X 2 1/211 STEEL. PLATE ANGLE OR BENT WITH HOLE FOR STEEL PIN STEEL GATE POST 2-3/811 DIA, STEEL THRU-BOLTS WITH NUTS & WASHERS GATE FRAMING 21-18A13 51- 611 PAINT (2) TRAFFIC vvnl I L_ PROVIDE WHITE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PLAN, LOCATE OPPOSITE FACING ARROW APPROX. 10'-0" AWAY, CENTER IN DRIVE AISLE (WHERE OCCURS), III TYP ONSITE DIRECTIONAL ARROW SCALE: 1/2" = 11-011 21-18A13 6X6 WIRE MESH LOCATE PIPE REINFORCING BETWEEN CONTROL/ �x fix— EXPANSION JOINTS. TOP OF CURB CONNECT TO \ CANOPY OR GUTTER LINE AWNING DOWNSPOUT SIDEWALK DEPTH PER SITE PLAN 6X6 WIRE MESH FREINFORCING z rn REINFORCING x—f X�x X 57 LBS PER 100 S.F. NOTE; SEAL ALL PIPE — — — — JOINTS WITH PIPE PER JOINT COMPOUND. 1'-011 CIVIL DAYLIGHT PIPE REINFORCING SCALE: 3/4" = 11-011 21-18A13 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON LD > (-0 F J n1 -,�15 U�oM U N rn r-_ w } 00 ;I-o 'a s S N � 7U) lw^ (u X E y `m _ co LL o _23Ln N >'IT Z '�-)� 66 (D o . Z .N Q, m M U o 0 oo o a Y c"I m U — c a a) a� O a) i ca a U H 00�o HALF -SCALE ON 11 X17 rn W U z - Q RESUB %_ J Jun 11 2024 W CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT VJ co J W QU ZLL WLL O o ZJ CD CD 0 O �_ CD NT CD W 0-Co Z W O � d o Z W Q d Q o N L.L OW � N 00 � W _Uo;�= 2i U) Q O U Q o O Z T_C6 N Z 0 Z W ~ T--- N o2io O O T_T zLU W �'oz f-- W (n REVISIONS ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-18A13-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET ARCHITECTURAL SITE DETAILS OFFICE BUILDING Al 3 ■ WALL LEGEND A B C D T A4r 1B F 701-0" I I I I I 131-411 11'-0" le 11'-0" 11'-0" 131-011 1 81-811 40 5'-roll 41-611 6'-roll 41-611 6'-roll 41-611 6'-611 41-611 REFER TO lo 4'-8'1 1 ENLARGED A5.1 PLAN � I I I I I ♦ I PRE-FAB EX4R-- qD( 1o4A TENANT B METAL STAIR,105B � STA R SEE DETAILO _- I-- --_ ALL GER ❑O I RE�T R0004 I U I II I N I I MECH/ ELECT/DATA I _j � I W I 107 Q 2 I 1 I 0- I I COMMON EMPLOYEE I o I-- STORAGE WORK AREA BREAK ROOM Q v 108 106 105 d ALL -LEND cn - I-- F_2ESTR00 \UJI 2 - - - - - - - - - - - - - - - - - - - w-- - 103- / 1 ' — 108A 105A --- j __� 103A I I I z 102A FE __---� I TENANT E 0 0 31_011 1 1 1011 41_Q11 TENANT A EXIT FOYE _ �w - ol 1 A _ IL HALLWAY __I 0 101 _T o - - - - - 4'-011 1011 `° 4'-011 1011 1011 4'-011 1011 4'-011 `° lo, 000. 6o N O FE O O O O 01_011 51_011 109A N 110A 111A 112A I i 100B 101B O ----- � w I W O SHARED OC' - 1 ~ O OFFICE (L N JI - - - - - - - 1 � 109 JI r------i-------i-----i-------r-- HARED 0 I 1 i i 1 1 it ENTRY FOYE i = I I I I 1 100 11 N I? Q I w OFFICE OFFICE OFFICE � � 110 111 112 0 0 z I I � I I I I 0 11 I 1 4 - - J D D I I O 4'-roll 1/211 NOM. MINIMUM CLEARANCES MINIMUM CLEARANCES PER ICC/ANSI REQ: 6011 X 60 CLEAR TO BE PROVIDED ON PULL SIDE OF ALL ACCESSIBLE DOORS, AND 4811 X 481' CLEAR ON I PUSH SIDE. 6011 TURNING RADIUS TO BE PROVIDED AT ALL 90 _ DEGREE TURNS AND DEAD -ENDS IN ACCESSIBLE F_ -I ROUTES. 3011 X 4811 CLEAR WHEELCHAIR AREA REQID. FOR FRONT ACCESS AT ACCESSIBLE LAVS AND SINKS. 5911 DEEP X 6011 WIDE CLEAR AREA 3 5 AT ACCESSIBLE TOILETS, U.O.N.. A6.1 A6.1 REFER TO MIN. DOOR 10 CLEARANCES DETAIL A6.2 I 171-611 R.O. STOREFRONT 4'-811 17—roll R.O. STOREFRONT 01 4'-61' 171-811 Me � FIRST FLOOR CONSTRUCTION PLAN - OFFICE BLDG z SCALE: 1 /4" = V-0° FIRST FLOOR AREA (FOOTPRINT): ±2,500 S.F. 0 2' 4' 8' 12' 16' LEVELS OF INSULATION ENVELOPE COMPLIANCE PATH: PRESCRIPTIVE PERFORMANCE WITH GLAZED ENTRY DOOR: U-FACTOR 0.60, DOUBLE GLAZED, NFRC CERTIFIED. IGH COMPONENT PERFORMANCE FENESTRATION U-FACTOR AND SHGC. SEE SHGC NOTE BELOW. REFER TO THE WSEC COMPLIANCE FORMS AND NOTES, SHEET A7.1 SHGC: THE SHGC OF THE FIXED AND OPERABLE VERTICAL GLAZING AND FOR ADDITIONAL INSTALLATION, DESIGN AND COMPLIANCE REQ. THE ENTRY DOORS SHALL BE EQUAL TO 0.35 FOR ALL NON -NORTH FACING SIDES, AND 0.46 FOR NORTH FACING OR UNDER ENTRY CANOPY. FLAT ROOF: R-38 6.511 CONT. POLYISO FOAM (1/411 PER FT (R-5.7 PER INCH), 2-LAYERS, A. EXPOSED INSUL• MATERIALS INCLUDING FACINGS AND VAPOR SLOPED JOISTS) STAGGERED, w/ 1/211 R-2.5 BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED COVERBOARD 251 AND A SPOKE DENSITY NOT TO EXCEED 450, AND SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE. EXTERIOR FRAME WALLS: R-21 FIBERGLASS BATT; 4 MIL WRB AT INTERIOR FACE B. PROVIDE 4 MIL WRB VAPOR BARRIER AT INTERIOR FACE OF STUDS WALL FRAMING TYPE: INTERMEDIATE AT ALL BATT INSULATION. SLAB ON GRADE: R-10 FOR 2411 FIXED VERTICAL GLAZING: U-FACTOR 0.34, DOUBLE GLAZED, NFRC CERTIFIED. SEE SHGC NOTE BELOW, OPERABLE VERT• GLAZING: U-FACTOR 0.36, DOUBLE GLAZED, NFRC CERTIFIED. SEE SHGC NOTE BELOW. GLAZED ENTRANCE DOORS: U-FACTOR 0.60, DOUBLE GLAZED, NFRC CERTIFIED. SEE SHGC NOTE BELOW, SWINGING OPAQUE DOOR: U-FACTOR 0.37 21-011 01 7v I 0 z ❑ I IN Oil � 101A z I o LL w 0 A-� N ❑ I I J- o N Z I � — 0 ❑ +r I 1A NON -RATED EXTERIOR WALLS: 2X6 WOOD STUDS AT 1611 O.C. WITH METAL OR 1 FIBER CEMENT PLANK SIDING o/ COMMERCIAL TYVEK BLDG WRAP (WRB) o/ DENSGLASS GOLD OR A4.1 EXTERIOR PLYWOOD SHEATHING (PER STRUCTURAL DWGS. PROVIDE 5/811 GWB AT INTERIOR TO B.O. CEILING/ROOF STRUCTURE ABOVE AND R-21 BATT INSULATION IN WALL CAVITY w/ VAPOR BARRIER ON WARM SIDE OF WALL. REFER TO EXTERIOR ELEVATIONS FOR EXTENT OF FINISHES. NON -RATED INTERIOR SHEAR WALL; 2X6 WOOD STUDS AT 1611 O.C, w/ PLYWOOD SHEATHING, ONE SIDE AND 5/811 GWB EACH SIDE TO B.O. ROOF STRUCTURE ABOVE. REFER TO STRUCTURAL DWGS. NONRATED INTERIOR PARTITION WALLS: 1 2X4 WOOD STUDS AT 2411 O.C, w/ 5/811 GWB EACH SIDE TO B.O. ROOF STRUCTURE ABOVE. USE 2X6 A6.2 STUDS AT PLUMBING FIXTURE LOCATIONS, AS NOTED. NONRATED CEILING HT PARTITION WALLS: 3-1/211 M.S., 20 GA (MIN. 350S125-30, UO.N.) AT 1611 O.C, WITH CONT, STEEL TOP AND BOTTOM TRACKS, A6.2 ATTACH TO FLOOR WITH POWDER ACTUATED FASTENERS AT 3211 O.C. AND PER MFR• SPECIFICATIONS• NEW EXTERIOR AND INTERIOR DOORS: 101A REFER TO DOOR SCHEDULE AND WALL SECTIONS. SEE FLOOR PLAN NOTE F AND DTLS 5 6A 4 9 A4.3 A4.3 A6.2 A6.2 NEW EXTERIOR AND INTERIOR WINDOWS: REFER TO WINDOW SCHEDULE AND WALL SECTIONS O SEE DTLS 6 10 5 5,6 A4.3 A4.3 A4.4 A6.2 ® FLOOR DRAIN. SEE DETAIL 12 FD A6.2 Fm APPROX. LOCATION OF FIRE EXTINGUISHER. FE COORDINATE EXACT LOCATION WITH FIRE MARSHALL• REFER TO DETAIL A6.1 B01 EQUIPMENT KEY NOT OTHERWISE SHOWN ON INTERIOR ELEVATIONS. REFER TO INTERIOR ELEVS AND EQUIPMENT SCHEDULE ON SHEET A5.2. FLOOR PLAN NOTES REFER TO LEVELS OF INSULATION, THIS SHEET, FOR ENVELOPE REQUIREMENTS FOR THIS PROJECT. REFER TO ADDITIONAL ENERGY EFFICIENCY CREDIT REQUIREMENTS, SHEETS A2.31 & A2.32, FOR MINIMUM CREDITS FOR THIS PROJECT. — A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL DIMENSIONS ARE FROM FACE OF FOUNDATION WALL OR FACE OF STUD TO FACE OF STUD, UNLESS OTHERWISE NOTED. ALL — 31_g11 01 DIMENSIONS MARKED 'CLEAR" OR 11CLRI' SHALL BE MAINTAINED AND Id, SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES• U.0•N• TOREFRONT *-4'-611 NOM, 01 B. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. C. DIMENSIONS MARKED *- MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT• D. ALL GWB BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQ. ALL SURFACES SHALL BE ALIGNED. E. ALL CASEWORK TO BE FASTENED TO THE PARTITION WALL. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR F. OR ABOVE 4'-011 HT, INTERIOR DOORS AT FRAMED WALLS TO BE LOCATED 4" MIN. CLEAR FIXTURE CA L C S FROM ADJACENT WALL FINISH, U.O.N. G. FINISH FLOOR REFERENCE DATUM EQUALS (01-011)• IBC PLUMBING FIXTURE REQUIREMENTS: 31 OCCUPANTS (SEE BREAKDOWN ON COVERSHEET) BASED ON 2018 IBC H. PROVIDE CEMENTITIOUS BACKER BOARD OR WATER RESISTANT GWB CHAPTER 29, TABLE 2902.1 MINIMUM PLUMBING FIXTURES: SUBSTRATE IN WET AREAS PER FINISH MFR. REQUIREMENTS. 1 4 I. REFER TO TYP• MOUNTING HEIGHTS DIAGRAMS WC FIXTURES REQUIRED (TOTAL): 2 A6.1 A6.1 A6.1 WC FIXTURES PROVIDED (TOTAL): 4 J. REFER TO SCHEDULE SHEET FOR REQUIRED ACCESSIBILITY SIGNAGE INFORMATION. LAV FIXTURES REQUIRED (TOTAL): 2 LAV FIXTURES PROVIDED (TOTAL): 4 K. ALL INSTALLED FURNITURE AND CASEWORK TO MAINTAIN AN ACCESSIBLE ROUTE OF TRAVEL AND A MINIMUM CLEAR AREA OF DRINKING FOUNTAINS REQUIRED: 2 (1 ADA) 3011x4811 IS TO BE AVAILABLE AT THE CUSTOMER SERVICE COUNTER. DRINKING FOUNTAINS PROVIDED: 4 (2 ADA) THE ACCESSIBLE AREA OF COUNTER TO BE A MAXIMUM HEIGHT OF 21-10" • • 1 WATERCLOSET REQUIRED FOR EACH GENDER PER 25 OCCUPANTS FOR L. KITCHEN COUNTERS TO BE A MAXIMUM HEIGHT OF 21-1011 A.F.F. THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50• REFER TO INTERIOR ELEVATION AND EQUIPMENT SCHEDULE. • 1 LAVATORY REQUIRED FOR EACH GENDER PER 40 OCCUPANTS FOR THE M. REFER TO DOOR AND WINDOW SCHEDULES AND NOTES IN THIS SET FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 50. FOR ADDITIONAL OWNER AND CODE REQUIREMENTS FOR DOORS AND WINDOWS• N. AISLES SHALL BE PROVIDED AND MAINTAINED IN ALL PORTIONS OF THE BUILDING TO REQUIRED EXITS: 3611 MIN. IN WIDTH WHEN OBSTRUCTIONS ARE PLACED ON ONE SIDE, AND 4411 IN WIDTH WHEN OBSTRUCTIONS ARE ON TWO SIDES. 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON cO CV E E J U0���=- ¢ w65 cz _E S N a' " JUG V �`w/^ V) 00 O- N E m d C li ~ E N � N _3 %� M o m CO U Q 00 a oU V Y N CO E a E N r e vV 0 c� F- U H �" o� HALF -SCALE ON 11 X17 VJ W U z - RESUB % JCITY Jun 11 2024 OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��W//�� VJ M� W J W QU z LL LU LL O O z J CD O O CD H � � LU a_ CD CD z W 0 o z W Q U � co H- ga p2��0 N w Uo��� U < 3: �_U� z N J W ~ Ln N 02i0 0 = Uzx`O LU I-- LU W REVISIONS NO. DATE BY 07/14/23 CITY A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A21-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET FIRST FLOOR PLAN OFFICE BUILDING A201 PRE-FAB EXTERIOR METAL STAIR. SEE DETAIL W A4.5 IN 'I I I I I I I I 'I 13'-411 11'-011 11'-011 11'-011 13'-011 1 8'-811 21-011 4'-611 00 6'-roll 4'-6" 00 61_6u 00 4'-roll 6'-611 4'-611 41-811 21-1" 1 REFER TO I I A5.1 ENLARGED PLAN 1 ir -�- O 0 o IL 0 o I Z 0 tL w 0 � O 0 o% 0 N o cn 0 +1 I I I 205B 204A I I TENANT B of STAIR (D 200 ALL GEND R DATA/COMM I RE TT2ROO�STORAGE 0 0 I I 0 0 -- 4TE2 AGE/ I I I I I I PR AREA I L----J I L----J w 1-------L ---1 - 1 6 I Q I I 0 EMPLOYEE BREAK ROOM - --- 00 OFFICE OFFICE U � � I - 3: d ALL-GEND �2ESTR00LU - 1 , 209A 208A 205A O O O �--- ---- FE ---_0 1 OI TENANT B OPEN LANDING 1ENANT B HALLWAY I -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - - - -- 202 I I I I I I FE O 201A 1 EXIT ACCESS DOORWAY 210A -� _Q - 0 r, WORK w COMMON 1 / AREA -�- - WORK AREA ---- I I I I I I -Q -� OPEN TO �F-, i i i 1 i y BELOW I I I I �I LU 2 N / \ D D C 41-611 *-4'-8 1/211 NOM. MINIMUM CLEARANCES MINIMUM CLEARANCES PER ICC/ANSI REQ: 6011 X 60 CLEAR TO BE PROVIDED ON PULL SIDE OF ALL ACCESSIBLE DOORS, AND 4811 X 4811 CLEAR ON I I PUSH SIDE. 6011 TURNING RADIUS TO BE PROVIDED AT ALL 90 DEGREE TURNS AND DEAD -ENDS IN ACCESSIBLE F ` -1 ROUTES. 3011 X 4811 CLEAR WHEELCHAIR AREA REQID. FOR - - FRONT ACCESS AT ACCESSIBLE LAVS AND SINKS. F 7 5911 DEEP X 6011 WIDE CLEAR AREA 3 5 AT ACCESSIBLE TOILETS, U.O,N,. A6.1 A6.1 REFER TO MIN. DOOR 10 L CLEARANCES DETAIL A6.2 L I I I I 171-611 R.O. STOREFRONT 4'-811 171-611 R.O. STOREFRONT 41-roll 1/4:12 WALL LEGEND NON -RATED EXTERIOR WALLS: 2X6 WOOD STUDS AT 1611 O.C. WITH METAL OR 1 FIBER CEMENT PLANK SIDING o/ COMMERCIAL A4.1 TYVEK BLDG WRAP (WRB) o/ DENSGLASS GOLD OR EXTERIOR PLYWOOD SHEATHING (PER STRUCTURAL DWGS. PROVIDE 5/811 GWB AT INTERIOR TO B.O. CEILING/ROOF STRUCTURE ABOVE AND R-21 BATT INSULATION IN WALL CAVITY w/ VAPOR BARRIER ON WARM SIDE OF WALL. REFER TO EXTERIOR ELEVATIONS FOR EXTENT OF FINISHES. NON -RATED INTERIOR SHEAR WALL; 2X6 WOOD STUDS AT 16" O.C, w/ PLYWOOD SHEATHING, ONE SIDE AND 5/811 GWB EACH SIDE TO B.O. ROOF STRUCTURE ABOVE, REFER TO STRUCTURAL DWGS, NON -RATED INTERIOR PARTITION WALLS: 2X4 WOOD STUDS AT 2411 O.C, w/ 5/811 GWB EACH 1 SIDE TO B.O. ROOF STRUCTURE ABOVE. USE 2X6 A6.2 STUDS AT PLUMBING FIXTURE LOCATIONS, AS NOTED. NONRATED CEILING HT PARTITION WALLS: 3-1/211 M.S., 20 GA (MIN. 35OS125-30, UO.N.) AT 1611 O.C. WITH CONT. STEEL TOP AND BOTTOM TRACKS, A6.2 ATTACH TO FLOOR WITH POWDER ACTUATED FASTENERS AT 3211 O,C. AND PER MFR. SPECIFICATIONS. 1A 4.1 NEW EXTERIOR AND INTERIOR DOORS: 101A REFER TO DOOR SCHEDULE AND WALL SECTIONS. SEE FLOOR PLAN NOTE F AND DTLS 5 6A 4 9 A4.3 A4.3 A6.2 A6.2 NEW EXTERIOR AND INTERIOR WINDOWS: REFER TO WINDOW SCHEDULE AND WALL SECTIONS O SEE DTLS 6 10 5 5,6 A4.3 A4.3 A4.4 A6.2 ® FLOOR DRAIN. SEE DETAIL (�&FD Fm APPROX. LOCATION OF FIRE EXTINGUISHER. FE COORDINATE EXACT LOCATION WITH FIRE MARSHALL. REFER TO DETAIL A6.1 B01 EQUIPMENT KEY NOT OTHERWISE SHOWN ON INTERIOR ELEVATIONS. REFER TO INTERIOR ELEVS AND EQUIPMENT SCHEDULE ON SHEET A5,2. FLOOR PLAN NOTES REFER TO LEVELS OF INSULATION, THIS SHEET, FOR ENVELOPE REQUIREMENTS FOR THIS PROJECT, REFER TO ADDITIONAL ENERGY EFFICIENCY CREDIT REQUIREMENTS, SHEETS A2.31 & A2.32, FOR MINIMUM CREDITS FOR THIS PROJECT. J A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL DIMENSIONS ARE FROM FACE OF FOUNDATION WALL OR FACE OF STUD TO FACE OF STUD, UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR 'ICLR11 SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, U,O,N, I 17'-811 R.O. STOREFRONT *-4'-611 NOM. B. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 1B A4.1 C. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SECOND FLOOR CONSTRUCTION PLAN - OFFICE BLDG z SCALE: 1 /4" = V-0° SECOND FLOOR AREA: ±2,100 S.F. 0 2' 4' 8' 12' 16' LEVELS OF INSULATION ENVELOPE COMPLIANCE PATH: PRESCRIPTIVE PERFORMANCE WITH HIGH COMPONENT PERFORMANCE FENESTRATION U-FACTOR AND SHGC. REFER TO THE WSEC COMPLIANCE FORMS AND NOTES, SHEET AT1 FOR ADDITIONAL INSTALLATION, DESIGN AND COMPLIANCE REQ. GLAZED ENTRY DOOR: U-FACTOR 0.60, DOUBLE GLAZED, NFRC CERTIFIED. SEE SHGC NOTE BELOW, SHGC: THE SHGC OF THE FIXED AND OPERABLE VERTICAL GLAZING AND THE ENTRY DOORS SHALL BE EQUAL TO 0.35 FOR ALL NON -NORTH FACING SIDES, AND 0.46 FOR NORTH FACING OR UNDER ENTRY CANOPY. FLAT ROOF: R-38 6,511 CONT. POLYISO FOAM (1/411 PER FT (R-5.7 PER INCH), 2-LAYERS, A. EXPOSED INSUL. MATERIALS INCLUDING FACINGS AND VAPOR SLOPED JOISTS) STAGGERED, w/ 1/211 R-2.5 BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED COVERBOARD 251 AND A SPOKE DENSITY NOT TO EXCEED 450, AND SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE, EXTERIOR FRAME WALLS: R-21 FIBERGLASS BATT; 4 MIL WRB AT INTERIOR FACE B. PROVIDE 4 MIL WRB VAPOR BARRIER AT INTERIOR FACE OF STUDS WALL FRAMING TYPE: INTERMEDIATE AT ALL BATT INSULATION. SLAB ON GRADE: R-10 FOR 2411 FIXED VERTICAL GLAZING: U-FACTOR 0.34, DOUBLE GLAZED, NFRC CERTIFIED. SEE SHGC NOTE BELOW, OPERABLE VERT, GLAZING: U-FACTOR 0.36, DOUBLE GLAZED, NFRC CERTIFIED. SEE SHGC NOTE BELOW, GLAZED ENTRANCE DOORS: U-FACTOR 0.60, DOUBLE GLAZED, NFRC CERTIFIED. SEE SHGC NOTE BELOW, SWINGING OPAQUE DOOR: U-FACTOR 0.37 SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT, D. ALL GWB BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQ. ALL SURFACES SHALL BE ALIGNED. E, ALL CASEWORK TO BE FASTENED TO THE PARTITION WALL, PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 41-011 HT. F. INTERIOR DOORS AT FRAMED WALLS TO BE LOCATED 41I MIN. CLEAR FIXTURE CALCS FROM ADJACENT WALL FINISH, U.O.N. G. FINISH FLOOR REFERENCE DATUM EQUALS (01-011), IBC PLUMBING FIXTURE REQUIREMENTS: 31 OCCUPANTS (SEE BREAKDOWN ON COVERSHEET) BASED ON 2018 IBC H. PROVIDE CEMENTITIOUS BACKER BOARD OR WATER RESISTANT GWB CHAPTER 29, TABLE 2902.1 MINIMUM PLUMBING FIXTURES: SUBSTRATE IN WET AREAS PER FINISH MFR. REQUIREMENTS. 4 9 I. REFER TO TYP, MOUNTING HEIGHTS DIAGRAMS WC FIXTURES REQUIRED (TOTAL): 2 A6.1 A6.1 A6.1 WC FIXTURES PROVIDED (TOTAL): 4 J. REFER TO SCHEDULE SHEET FOR REQUIRED ACCESSIBILITY SIGNAGE INFORMATION. LAV FIXTURES REQUIRED (TOTAL): 2 LAV FIXTURES PROVIDED (TOTAL): 4 K. ALL INSTALLED FURNITURE AND CASEWORK TO MAINTAIN AN ACCESSIBLE ROUTE OF TRAVEL AND A MINIMUM CLEAR AREA OF DRINKING FOUNTAINS REQUIRED: 2 (1 ADA) 3011x4811 IS TO BE AVAILABLE AT THE CUSTOMER SERVICE COUNTER. DRINKING FOUNTAINS PROVIDED: 4 (2 ADA) THE ACCESSIBLE AREA OF COUNTER TO BE A MAXIMUM HEIGHT OF 21-10". • 1 WATERCLOSET REQUIRED FOR EACH GENDER PER 25 OCCUPANTS FOR L. KITCHEN COUNTERS TO BE A MAXIMUM HEIGHT OF 21-1011 A.F.F. THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50. REFER TO INTERIOR ELEVATION AND EQUIPMENT SCHEDULE. • 1 LAVATORY REQUIRED FOR EACH GENDER PER 40 OCCUPANTS FOR THE M. REFER TO DOOR AND WINDOW SCHEDULES AND NOTES IN THIS SET FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 50. FOR ADDITIONAL OWNER AND CODE REQUIREMENTS FOR DOORS AND WINDOWS, N. AISLES SHALL BE PROVIDED AND MAINTAINED IN ALL PORTIONS OF THE BUILDING TO REQUIRED EXITS: 36" MIN. IN WIDTH WHEN OBSTRUCTIONS ARE PLACED ON ONE SIDE, AND 4411 IN WIDTH WHEN OBSTRUCTIONS ARE ON TWO SIDES, 9679 REGISTERED ARCHITECT �� K. GREENE STATE OF WASHINGTON 0 co E E c) rn 0 w 00 o r` U W 0)N a'." oo - co co�lio of U (D Ln - 0 N N CV c 3 0� 4) _ � M a o 2. Z m L)L Q V U Y N U E N a (D E IE t E O a� m cU HALF -SCALE ON 11 X17 VJ Wz U - RESUB % JCITY Jun 11 2024 W� OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) In J W QU ZLL WLL O C G O zJ CD co O O <_ CD It CD a_o CD z W p O z W Q U co � O Lu � oo � wUo�<o Lu rn U Q 0_W z N o J L LJ I- w N o2O O o = ZLU W `-oz r- W (n REVISIONS NO. DATE BY 07/14/23 CITY A A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A21-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET SECOND FLOOR PLAN OFFICE BUILDING A2012 1 I I I I I 1A o I I 3 )--I-­'�-­4 -- - - 0 N 'I I I 'I 13'-4" 11'-0" 11'-0" 11'-0" 13'-011 I 8'-8" 2'-011 I I I I I I I I I I #6 #7 #8 #9 TENANT B -- -- -- -- ❑ 107 I - --- I1II I S2T0A0 R +40" GFCI ALL -LEND R O LLRESTROO MECH/ ELECT/DATA 40" EMPLOYEE GFCI COMMON F- #1 108 106 I 0 BREA1K05ROOM STORAGE WORK AREA FI II I � ALL-LEND ESTROO�R - - - - 103 \� i- +40" 1 +40" FE-i A_R i I - - - — I GFCI GFCI +60 I I I I I I TENANT E COMMON PATH OF EGRESS TRAVEL: EXIT FOYE 9 __ __ __ __4___*-381 (MAX, 751 PER 2018 IBC TABLE 1017,21 _ 180 I I TENANT A HALLWAY 102 I cl I I I I I I I I I I SHARED 0-- OFFICE I 109------r------T-------T----- I SHARED --- l l i I I l it ENTRY FOYE ' i i i i i i 100 I I I I OFFICE OFFICE OFFICE 110 111 112 I 9 _jc) ID 180 � zfm I #5 #4 #3 #2 I 1 I I I I I I I I I I I I / 1B A4.1 FIRST FLOOR EGRESS & ELECT PLAN - OFFICE BLDG z � SCALE: 1 /4" = 1 '-O° FIRST FLOOR AREA (FOOTPRINT): ±2,500 S.F. 0 2' 4' 8' 12' 16' ENERGY EFFICIENCY CREDITS REFER WA STATE ENERGY CODE COMPLIANCE SUMMARY FORMS 1. LUMINAIRES SHALL BE CONFIGURED FOR CONTINUOUS DIMMING. AND NOTES ON SHEETS A7,1 AND A7.2 FOR ADDITIONAL 2, LUMINAIRES SHALL BE ADDRESSED INDIVIDUALLY. WHERE INDIVIDUAL INFORMATION AND REQUIREMENTS. ADDRESSABILITY IS NOT AVAILABLE FOR THE LUMINAIRE CLASS TYPE, A CONTROLLED GROUP OF NOT MORE THAN FOUR LUMINARIES SHALL BE C406,1 ENERGY EFFICIENCY CREDIT REQUIREMENTS, NEW BUILDINGS SHALL COMPLY WITH SUFFICIENT PACKAGES FROM TABLE C406.1 TO ACHIEVE A MIN NUMBER OF 6 CREDITS: C406,2 MORE EFFICIENT HVAC EQUIP PERFORMANCE: 2 CREDITS ALLOWED. 3. NOT MORE THAN EIGHT LUMINAIRES SHALL BE CONTROLLED TOGETHER IN A DAYLIGHT ZONE. 4. FIXTURES SHALL BE CONTROLLED THROUGH A DIGITAL CONTROL SYSTEM THAT INCLUDES THE FOLLOWING FUNCTION: a, CONTROL RECONFIGURATION BASED ON DIGITAL ADDRESSABILITY, b. LOAD SHEDDING. EQUIPMENT SHALL EXCEED THE MINIMUM EFFICIENCY REQUIREMENTS LISTED IN TABLES C403.3.2(1) THROUGH C403.3.2(7) BY 10 PERCENT, IN ADDITION TO c. INDIVIDUAL USER CONTROL OF OVERHEAD GENERAL ILLUMINATION IN THE REQUIREMENTS OF SECTION C403. WHERE MULTIPLE PERFORMANCE OPEN OFFICES, REQUIREMENTS ARE PROVIDED, THE EQUIPMENT SHALL EXCEED ALL d. OCCUPANCY SENSORS SHALL BE CAPABLE OF BEING RECONFIGURED REQUIREMENTS BY 10 PERCENT. VARIABLE REFRIGERANT FLOW SYSTEMS THROUGH THE DIGITAL CONTROL SYSTEM. SHALL EXCEED THE ENERGY EFFICIENCY PROVISIONS OF 5. ELECTRICAL PERMIT DOCUMENTS SHALL INCLUDE SUBMITTAL OF A ANSI/ASHRAE/IESNA 90.1 BY 10 PERCENT. EQUIPMENT NOT LISTED IN TABLES SEQUENCE OF OPERATIONS, INCLUDING SPECS OUTLINING EACH OF THE C403,3.2(1) THROUGH C403,3.2(7) SHALL BE LIMITED TO 10 PERCENT OF THE FUNCTIONS IN ITEM 4. TOTAL BUILDING SYSTEM CAPACITY. 6, FUNCTIONAL TESTING OF LIGHTING CONTROLS SHALL COMPLY WITH SECTION C408, C406.3 REDUCED LIGHTING POWER: 2 CREDITS C406.11.1 AIR LEAKAGE TESTING AND VERIFICATION: 1 CREDIT THE TOTAL CONNECTED INTERIOR LIGHTING POWER CALCULATED IN AIR INFILTRATION TO BE VERIFIED BY WHOLE BUILDING PRESSURIZATION ACCORDANCE WITH SECTION C405,3.1 SHALL BE LESS THAN 90 PERCENT OF TESTING CONDUCTED IN ACCORDANCE WITH ASTM E779 OR ASTM E1827 BY AN THE TOTAL LIGHTING POWER ALLOWANCE CALCULATED IN ACCORDANCE INDEPENDENT THIRD PARTY, THE MEASURED AIR LEAKAGE RATE OF THE WITH SECTION C405,3.2, BUILDING ENVELOPE SHALL NOT EXCEED 0.17 CFM/FT2 UNDER A PRESSURE DIFFERENTIAL OF 0.3 IN, WATER (75 PA), WITH THE CALCULATED SURFACE C406,4 ENHANCED DIGITAL LIGHTING CONTROLS: 1 CREDIT AREA BEING THE SUM OF THE ABOVE AND BELOW GRADE BUILDING ENVELOPE. INTERIOR LIGHTING IN THE BUILDING SHALL HAVE THE FOLLOWING A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY ENHANCED LIGHTING CONTROLS THAT SHALL BE LOCATED, SCHEDULED AND VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED OPERATED IN ACCORDANCE WITH SECTIONS C405.2.1 THROUGH C405.2.3. TO THE CODE OFFICIAL AND THE BUILDING OWNER, ELECTRICAL LEGEND NOTE: BUILDING PERMIT HAS NOT REVIEWED THIS FOR ELECTRICAL CODE COMPLIANCE, UNDER SEPARATE PERMIT. LOW VOLTAGE CABLE RUNS - ALL RUNS SHOULD BE HOME RUNS THAT TERMINATE IN TELECOM ROOM WITH TAILS THAT REACH THE FLOOR, GC TO PUNCH DOWN AND DRESS CABLES. NOTE: ALL RUNS TO BE LABELED WITH CORRESPONDING TERMINATION END LABELING. #1 TERMINATION POINT FOR ALL LOW VOLTAGE CABLES. PROVIDE PLYWOOD BACKER BOARDS FOR MOUNTING TELECOM/DATA. #2 2 CAT-6E CABLES RUN TO #1. #3 2 CAT-6E CABLES RUN TO #1. #4 2 CAT-6E CABLES RUN TO #1. #5 6 CAT-6E CABLES RUN TO #1. #6 2 CAT-6E CABLES RUN TO #1. #7 2 CAT-6E CABLES RUN TO #1. #8 2 CAT-6E CABLES RUN TO #1. #9 2 CAT-6E CABLES RUN TO #1. HIGH VOLTAGE: DUPLEX OUTLET DUPLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG, U.O.N. 4-PLEX OUTLET 4-PLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG, U.O.N. GFCI WATER RESISTANT GROUND -FAULT CIRCUIT INTERRUPTER ELECT. LEGEND NOTES: A. OUTLET MOUNTING HEIGHT AT 1811 A.F.F., UNLESS OTHERWISE NOTED OR REQUESTED BY OWNER. REFER TO TYPICAL MOUNTING HEIGHTS DIAGRAMS, SHEETS A61. B. THIS PLAN INDICATES THE ELECTRICAL AND DATA DESIGN INTENT, ONLY CONTRACTOR TO COORDINATE WITH OWNER ALL LOCATIONS IN THE FIELD. C. PROVIDE DEDICATED 4-PLEX OUTLETS FOR TELECOM EQUIP. AND COORDINATE EXACT LOCATION WITH PHONE COMPANY, EGRESS LEGEND EGRESS PATH <=XX ACTUAL OCCUPANT LOAD XXX DOOR WIDTH OCCUPANT CAPACITY EXIT DOOR WIDTH = XX11/0.2 = XXX OCCUPANT DOOR CAPACITY (I.E. 3611/0.2 = 180) OCCUPANCY BREAKDOWNS IBC EGRESS REQUIREMENTS: TRAVEL DISTANCE REQUIREMENTS B USE, TYPE VB NON-SPRINKLERED: • EGRESS TRAVEL DISTANCE _ 2001 PER IBC TABLE 1017.2 • COMMON PATH OF TRAVEL = MAX. 751 PER IBC TABLE 1006.3.3(2) • MINIMUM DISTANCE BETWEEN 2 REQUIRED EXITS SHALL BE GREATER THAN 1/2 DIAGONAL DISTANCE OF AREA SERVED IBC EGRESS OCCUPANT LOAD SUMMARY: BASED ON BREAKDOWN ON COVER SHEET TOTAL IBC OCCUPANT LOAD: 31 OCCUPANTS FIRST FLOOR EXITS REQUIRED = 1 FIRST FLOOR EXITS PROVIDED = 3 SECOND FLOOR EXITS REQUIRED = 1 SECOND FLOOR EXITS PROVIDED = 1 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON N 0 co E �OO���a U} U rn M N r` L_U W SN a'2" CC)) v)Z7�7a� cv co li �E U� (1)- a� 3 % &6 � (])o M (,noZv mco U Q V U Y N Cc) E N Q (D E t E O a� m c� F— U ��� HALF -SCALE ON 11 X17 VJ Wz U — RESUB % JCITY Jun 11 2024 OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��W//'�� VJ M� W J W QU ZLL W� O o Z J CD co O O _ CD It H � a_�O CD z W p W o Z d W Q U � co � OLu � � CD W�' _Uo 3:= U Q 0_W z N o J W~ w N°= o2O O ZLU_ W `-oZ r- W cn REVISIONS NO. DATE BY 07/14/23 CITY A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A21-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET FIRST FLR EGRESS/ELECT PLAN OFFICE BUILDING A2021 0 N r F G F 70'-0" I I I I I I I I 11'-0" 11'-0" 11'-0" 13'-0" I 8'-8" 2'-0" I I I I I I I I i I I I I I I I I I I SECOND FLOOR EGRESS & ELECT PLAN — OFFICE BLDG z SCALE: 1 /4" = V-0° SECOND FLOOR AREA: ±2,100 S.F. 0 2' 4' 8' 12' 16' A4.1 ENERGY EFFICIENCY CREDITS REFER WA STATE ENERGY CODE COMPLIANCE SUMMARY FORMS 1. LUMINAIRES SHALL BE CONFIGURED FOR CONTINUOUS DIMMING. AND NOTES ON SHEETS A7,1 AND A7.2 FOR ADDITIONAL 2, LUMINAIRES SHALL BE ADDRESSED INDIVIDUALLY. WHERE INDIVIDUAL INFORMATION AND REQUIREMENTS. ADDRESSABILITY IS NOT AVAILABLE FOR THE LUMINAIRE CLASS TYPE, A CONTROLLED GROUP OF NOT MORE THAN FOUR LUMINARIES SHALL BE ALLOWED. C406,1 ENERGY EFFICIENCY CREDIT REQUIREMENTS, NEW BUILDINGS SHALL 3. NOT MORE THAN EIGHT LUMINAIRES SHALL BE CONTROLLED TOGETHER COMPLY WITH SUFFICIENT PACKAGES FROM TABLE C406.1 TO ACHIEVE A IN A DAYLIGHT ZONE. MIN NUMBER OF 6 CREDITS: 4. FIXTURES SHALL BE CONTROLLED THROUGH A DIGITAL CONTROL SYSTEM THAT INCLUDES THE FOLLOWING FUNCTION: C406,2 MORE EFFICIENT HVAC EQUIP PERFORMANCE: 2 CREDITS a, CONTROL RECONFIGURATION BASED ON DIGITAL ADDRESSABILITY, EQUIPMENT SHALL EXCEED THE MINIMUM EFFICIENCY REQUIREMENTS LISTED b. LOAD SHEDDING. IN TABLES C403.3.2(1) THROUGH C403.3.2(7) BY 10 PERCENT, IN ADDITION TO c. INDIVIDUAL USER CONTROL OF OVERHEAD GENERAL ILLUMINATION IN THE REQUIREMENTS OF SECTION C403. WHERE MULTIPLE PERFORMANCE OPEN OFFICES, REQUIREMENTS ARE PROVIDED, THE EQUIPMENT SHALL EXCEED ALL d. OCCUPANCY SENSORS SHALL BE CAPABLE OF BEING RECONFIGURED REQUIREMENTS BY 10 PERCENT. VARIABLE REFRIGERANT FLOW SYSTEMS THROUGH THE DIGITAL CONTROL SYSTEM. SHALL EXCEED THE ENERGY EFFICIENCY PROVISIONS OF 5. ELECTRICAL PERMIT DOCUMENTS SHALL INCLUDE SUBMITTAL OF A ANSI/ASHRAE/IESNA 90.1 BY 10 PERCENT. EQUIPMENT NOT LISTED IN TABLES SEQUENCE OF OPERATIONS, INCLUDING SPECS OUTLINING EACH OF THE C403,3.2(1) THROUGH C403,3.2(7) SHALL BE LIMITED TO 10 PERCENT OF THE FUNCTIONS IN ITEM 4. TOTAL BUILDING SYSTEM CAPACITY. 6, FUNCTIONAL TESTING OF LIGHTING CONTROLS SHALL COMPLY WITH SECTION C408, C406.3 REDUCED LIGHTING POWER: 2 CREDITS C406.11.1 AIR LEAKAGE TESTING AND VERIFICATION: 1 CREDIT THE TOTAL CONNECTED INTERIOR LIGHTING POWER CALCULATED IN AIR INFILTRATION TO BE VERIFIED BY WHOLE BUILDING PRESSURIZATION ACCORDANCE WITH SECTION C405,3.1 SHALL BE LESS THAN 90 PERCENT OF TESTING CONDUCTED IN ACCORDANCE WITH ASTM E779 OR ASTM E1827 BY AN THE TOTAL LIGHTING POWER ALLOWANCE CALCULATED IN ACCORDANCE INDEPENDENT THIRD PARTY, THE MEASURED AIR LEAKAGE RATE OF THE WITH SECTION C405,3.2, BUILDING ENVELOPE SHALL NOT EXCEED 0.17 CFM/FT2 UNDER A PRESSURE DIFFERENTIAL OF 0.3 IN, WATER (75 PA), WITH THE CALCULATED SURFACE C406,4 ENHANCED DIGITAL LIGHTING CONTROLS: 1 CREDIT AREA BEING THE SUM OF THE ABOVE AND BELOW GRADE BUILDING ENVELOPE. INTERIOR LIGHTING IN THE BUILDING SHALL HAVE THE FOLLOWING A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY ENHANCED LIGHTING CONTROLS THAT SHALL BE LOCATED, SCHEDULED AND VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED OPERATED IN ACCORDANCE WITH SECTIONS C405.2.1 THROUGH C405.2.3. TO THE CODE OFFICIAL AND THE BUILDING OWNER, ELECTRICAL LEGEND NOTE: BUILDING PERMIT HAS NOT REVIEWED THIS FOR ELECTRICAL CODE COMPLIANCE, UNDER SEPARATE PERMIT. LOW VOLTAGE CABLE RUNS - ALL RUNS SHOULD BE HOME RUNS THAT TERMINATE IN TELECOM ROOM WITH TAILS THAT REACH THE FLOOR, GC TO PUNCH DOWN AND DRESS CABLES. NOTE: ALL RUNS TO BE LABELED WITH CORRESPONDING TERMINATION END LABELING. #1 TERMINATION POINT FOR ALL LOW VOLTAGE CABLES. PROVIDE PLYWOOD BACKER BOARDS FOR MOUNTING TELECOM/DATA. #2 2 CAT-6E CABLES RUN TO #1. #3 2 CAT-6E CABLES RUN TO #1. #4 2 CAT-6E CABLES RUN TO #1. #5 2 CAT-6E CABLES RUN TO #1. #6 6 CAT-6E CABLES RUN TO #1. #7 2 CAT-6E CABLES RUN TO #1. #8 2 CAT-6E CABLES RUN TO #1. #9 2 CAT-6E CABLES RUN TO #1. HIGH VOLTAGE: DUPLEX OUTLET DUPLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG, U.O.N. 4-PLEX OUTLET 4-PLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG, U.O.N. GFCI WATER RESISTANT GROUND -FAULT CIRCUIT INTERRUPTER ELECT. LEGEND NOTES: A. OUTLET MOUNTING HEIGHT AT 18" A.F.F., UNLESS OTHERWISE NOTED OR REQUESTED BY OWNER. REFER TO TYPICAL MOUNTING HEIGHTS DIAGRAMS, SHEETS A61. B. THIS PLAN INDICATES THE ELECTRICAL AND DATA DESIGN INTENT, ONLY CONTRACTOR TO COORDINATE WITH OWNER ALL LOCATIONS IN THE FIELD. C. PROVIDE DEDICATED 4-PLEX OUTLETS FOR TELECOM EQUIP. AND COORDINATE EXACT LOCATION WITH PHONE COMPANY, EGRESS LEGEND EGRESS PATH <=XX ACTUAL OCCUPANT LOAD XXX DOOR WIDTH OCCUPANT CAPACITY EXIT DOOR WIDTH = XXII/0.2 = XXX OCCUPANT DOOR CAPACITY (I.E. 3611/0.2 = 180) OCCUPANCY BREAKDOWNS IBC EGRESS REQUIREMENTS: TRAVEL DISTANCE REQUIREMENTS B USE, TYPE VB NON-SPRINKLERED: • EGRESS TRAVEL DISTANCE _ 200' PER IBC TABLE 1017.2 • COMMON PATH OF TRAVEL = MAX. 75' PER IBC TABLE 1006.3.3(2) • MINIMUM DISTANCE BETWEEN 2 REQUIRED EXITS SHALL BE GREATER THAN 1/2 DIAGONAL DISTANCE OF AREA SERVED IBC EGRESS OCCUPANT LOAD SUMMARY: BASED ON BREAKDOWN ON COVER SHEET TOTAL IBC OCCUPANT LOAD: 31 OCCUPANTS FIRST FLOOR EXITS REQUIRED = 1 FIRST FLOOR EXITS PROVIDED = 3 SECOND FLOOR EXITS REQUIRED = 1 SECOND FLOOR EXITS PROVIDED = 1 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON N co E i 0 cc",), U} U m M N � r` � - 2 W � O r I < Lo V) !E 7� ` m 00 rn N co cv 3 E c0�� � cn N � N .3 a - 6j (1)di CM OD z ti CISU so a' Q - a o V U Y N U (D � t E O aD m cU HALF -SCALE ON 11 X17 VJ W U z - RESUB % J Jun 11 2024 li CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��Uj� VJ M� W J W QU Z� WH O C G o z JCD O OIt H CD O') �w a_o � z W0 CD z W Q Q � co � � 0 °° 0 Wcy) _Uo;3° cf)U U Q 0 z _ N c/) o J Lu F w NO= o2O O Uz0z LU r- wCf) REVISIONS NO. DATE BY 07/14/23 CITY A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A21-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET SECOND FLR EGRESS/ELECT PLAN OFFICE BUILDING A2022 1A o 0 0 N � B C D T r F G F 701-011 I I I I I I I 111-011 11'-011 111-011 13'-0'1 I 8'-811 21-011 I I I I I I I I I I I I I I I I I I 1B NY z FIRST FLOOR REFLECTED CEILING PLAN - OFFICE BLDG � SCALE: 1 /4" = V-0° FIRST FLOOR AREA (FOOTPRINT): ±2,500 S.F. 0 2' 4' 8' 12' 16' FIRE PROTECTION NOTES SEPARATE PERMITS SHALL BE OBTAINED FOR THE NFPA 72 MONITORED FIRE ALARM SYSTEM. CONTRACTOR TO PROVIDE DRAWINGS WITH THE LOCATION OF ALL AUDIBLE AND VISIBLE FIRE ALARM DEVICES WITH THE DESIGN/BUILD SUBMITTAL. LOCATE F/A PANEL ACCESSIBLE FROM THE EXTERIOR. THE PROPOSED SYSTEM SHALL CONSIST, AT A MINIMUM, THE FOLLOWING: • ADDRESSABLE FIRE ALARM CAPABLE OF MONITORING AND SENDING NOTIFICATION OF ALL PROTECTION SYSTEMS WITHIN THE BUILDING TO AN APPROVED CENTRAL STATION. • INTERIOR AUDIBLE/VISUAL ALARM DEVICES FOR THE NOTIFICATION OF THE BUILDING OCCUPANTS THROUGHOUT, • EXTERIOR HORN/STROBE SHALL BE LOCATED ON THE ADDRESS SIDE OF THE BUILDING • VISIBLE DEVICES IN RESTROOMS • MANUAL PULL STATIONS AT EACH EXIT • SMOKE DETECTION IN EXIT WAYS • MONITORING OF THE FIRE ALARM SYSTEMS 1, A MANUAL FIRE ALARM AND SMOKE DETECTION SYSTEMS TO COMPLY WITH SECTION 907.5 AND 907.6 AND SHALL BE INSTALLED THROUGHOUT THE BUILDING PER SECTION 907,2.E AND 907.2.6.41 WASHINGTON STATE AMENDMENTS. 2. PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED DURING CONSTRUCTION AND PRIOR TO C OF 0, MAX COVERAGE IS 3000 SQUARE FEET AND SPACED NO MORE THAN 75 FEET OF TRAVEL DISTANCE, LOCATION PER FIRE MARSHALL REQUIREMENTS. CEILING NOTES REFER WA STATE ENERGY CODE COMPLIANCE SUMMARY FORMS AND NOTES ON SHEET A7,2 FOR ADDITIONAL LIGHTING, MOTOR, AND ELECTRICAL DESIGN REQ, A. THE PROPOSED MECHANICAL GRILLE LOCATIONS AND INTERIOR LIGHTING SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY TO INDICATE THE DESIGN INTENT, GC TO VERIFY THE MECHANICAL AND LIGHTING LAYOUT MEETS WITH APPLICABLE CODE REQUIREMENTS AND CONTACT ARCHITECT AND OWNER OF ANY DISCREPANCIES OR MODIFICATIONS. B. ESTIMATED UNIT LIGHTING POWER ALLOWANCE (LPA) SPACE -BY -SPACE BREAKDOWN BASED ON NET INTERIOR S.F. REFER TO LTG -SUM ENERGY COMPLIANCE FORM SUBMITTED WITH THIS PROJECT - REFER TO SHEET A6.2. C. LIGHTING DESIGN INCLUDING DAYLIGHTING ZONE CONTROL, REDUCTION AND SHUT-OFF CONTROLS AND SENSORS ARE TO BE IN CONFORMANCE WITH THE WA STATE ENERGY CODE. REFER TO NOTE K. D. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS, E. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. F. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. G. LIGHT FIXTURES, AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE ROOM WHERE NOT DIMENSIONED, OR CENTERED IN THE 2'X4' SECTION OF INDIVIDUAL CEILING TILES U.O.N. H. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. I. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). J. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION. K. OCCUPANCY SENSORS ARE REQUIRED IN SPACES 300 SQUARE FEET OR LESS THAT ARE ENCLOSED BY FLOOR -TO -CEILING HEIGHT PARTITIONS INCLUDING BUT NOT LIMITED TO: CLASSROOMS/LECTURE/TRAINING ROOMS, CONFERENCE/MEETING/MULTIPURPOSE ROOMS, COPY/PRINT ROOMS, LOUNGES, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, STORAGE ROOMS, JANITORIAL CLOSETS, LOCKER ROOMS, WAREHOUSE SPACES. CEILING LEGEND 2'X4' SUSPENDED ACOUSTIC CEILING AND GRID, REFER TO FINISH SCHEDULE FOR SEISMIC BRACING AND DETAIL SEE RCP FOR START POINTS IN EACH RM. A6.3 5/811 GWB o/ 2X6 WOOD STUD. FRAMING AT 1611 O.C. PROVIDE BATT INSULATION. REFER TO STRUCTURAL DWGS AND WALL SECTIONS. 2X4 LED LOW -PROFILE RECESSED LUMINAIRE WITH BASKET DIFFUSER INDY S2X4BL, (1) 53W LED OR APPR. EQ.. PROVIDE TRIM KITS AND ALUMINUM INSIDE FINISH PER OWNER SPEC. NOTE: EMERGENCY LIGHT FIXTURES SHOWN SHADED. SEE EMERGENCY LIGHTING NOTES. 0 611 LED RECESSED CAN LIGHT, (1) 16.5W LED PER OWNER SPEC. WALL MOUNTED LIGHT FIXTURE ABOVE LAV, (3) 12W A-19 LED SEAGULL CHROME 41162-05 OR APPROVED EQUAL, ENTRY PENDANT LIGHT FIXTURE PER OWNER SPEC. O 50W, TYP. 5. CHAIN HUNG AT 101-011 A.F.F. NOTE: EMERGENCY LIGHT FIXTURES SHOWN SHADED. SEE EMERGENCY LIGHTING NOTES. ® OWNER STANDARD RECESSED CEILING FAN IN RESTROOMS, 50 C.F.M. MIN. OWNER STANDARD MECHANICAL DIFFUSER AND GRILLE OWNER STANDARD MECHANICAL RETURN AND GRILLE UNIVERSAL CEILING OR WALL MOUNTED LED EXIT SIGN w/90 MINUTE BATTERY BACKUP, 3W LED, COORD. SPEC. WITH OWNER. MOTION SENSOR LIGHTING OLF LED SECURITY MOTION SENSOR FLOODLIGHT, OR APPR. EQ, COORD. EXACT LOCATION WITH OWNER. EXTERIOR SURFACE MOUNTED HIGH PERFORMANCE LED COMMERCIAL WALL -PACK FIXTURE, 3OW, TYP. 9, HYPERIKON WALL PACK SLIM FULL CUTOFF LED LIGHT OR APPR. EQ. REFER TO EXTERIOR ELEVATIONS. O EXTERIOR UNDER CANOPY SURFACE MOUNTED HIGH PERFORMANCE LED COMMERCIAL LIGHTING FIXTURE, 39W, TYP. 3. SPEC: 1111 ROUND LITETRONICS GARAGE LIGHT ROUND 120-277V 4000K 1-10V DIM PREM OR APPR. EQ. OS APPROX. LOCATION FOR THE OCCUPANCY SENSOR. OCCUPANCY SENSORS TO BE ON 24/7. SEE NOTE K. SA APPROX. LOCATION FOR THE SMOKE ALARM SC APPROX. LOCATION OF SECURITY CAMERA. EXACT LOCATION PER OWNER. EMERGENCY LIGHTING IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS: • EXIT HALLWAYS & CORRIDORS; • VESTIBULES AND AREAS ON THE LEVEL OF DISCHARGE USED FOR EXIT DISCHARGE; • EXTERIOR LANDINGS AS REQUIRED FOR EXIT DOORWAYS THAT LEAD DIRECTLY TO THE EXIT DISCHARGE; • ELECTRICAL EQUIPMENT ROOMS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. 2018 IBC 1008.3.4. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE OF 1 FOOTCANDLE AND A MINIMUM AT ANY POINT OF .1 FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO .6 FOOTCANDLE AT THE END OF THE EMERGENCY LIGHTING TIME DURATION, A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED PER 2018 IBC 1008.3.5. 9679 ` REGISTERED 1 I ARCHITECT THERESA K. GREENE STATE OF WASHINGTON 0 > 1-0 O N O a i 0 O M M U rn m s oo9--���¢ � o ' 2 0) N cLLI o oo rn N cv � 3 cfl li o a� Lo — - c 3 w N (3)O Z m U " ' EO 00 Lo_ Y N U o o U m.3 �QTm ) m 2 a CD HALF -SCALE ON 11 X17 VJ L U z - RESUB % Jun 11 2024 Uj� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �� U) M� W J L QU z LL LH O C G o z J CD CD O O _ CD It H � d CD o z Lp � CD z W Q Q co � �0Lu�°°� Lu CN LUo�<o rn U Q 0_W z N o J W ~_ NO= o O 2 O Uzx�'OZ W r— W (n REVISIONS NO. DATE BY 07/14/23 CITY A A A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A21-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET FIRST FLOOR RCP OFFICE BUILDING A2031 0 N 'I I I I I I I I 'I 11 13'-411 11 111-011 11 11'-011 f 11'-011 11 13'-011 1 11 81-811 I, 21-011 I, I I I I I I 1B NY SECOND FLOOR REFLECTED CEILING PLAN - OFFICE BLDG z SCALE: 1 /4" = 1 '-O° SECOND FLOOR AREA: ±2,100 S.F. 0 2' 4' 8' 12' 16' FIRE PROTECTION NOTES SEPARATE PERMITS SHALL BE OBTAINED FOR THE NFPA 72 MONITORED FIRE ALARM SYSTEM. CONTRACTOR TO PROVIDE DRAWINGS WITH THE LOCATION OF ALL AUDIBLE AND VISIBLE FIRE ALARM DEVICES WITH THE DESIGN/BUILD SUBMITTAL. LOCATE F/A PANEL ACCESSIBLE FROM THE EXTERIOR. THE PROPOSED SYSTEM SHALL CONSIST, AT A MINIMUM, THE FOLLOWING: • ADDRESSABLE FIRE ALARM CAPABLE OF MONITORING AND SENDING NOTIFICATION OF ALL PROTECTION SYSTEMS WITHIN THE BUILDING TO AN APPROVED CENTRAL STATION. • INTERIOR AUDIBLE/VISUAL ALARM DEVICES FOR THE NOTIFICATION OF THE BUILDING OCCUPANTS THROUGHOUT, • EXTERIOR HORN/STROBE SHALL BE LOCATED ON THE ADDRESS SIDE OF THE BUILDING • VISIBLE DEVICES IN RESTROOMS • MANUAL PULL STATIONS AT EACH EXIT • SMOKE DETECTION IN EXIT WAYS • MONITORING OF THE FIRE ALARM SYSTEMS 1, A MANUAL FIRE ALARM AND SMOKE DETECTION SYSTEMS TO COMPLY WITH SECTION 907.5 AND 907.6 AND SHALL BE INSTALLED THROUGHOUT THE BUILDING PER SECTION 907,2.E AND 907.2.6.41 WASHINGTON STATE AMENDMENTS. 2. PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED DURING CONSTRUCTION AND PRIOR TO C OF 0, MAX COVERAGE IS 3000 SQUARE FEET AND SPACED NO MORE THAN 75 FEET OF TRAVEL DISTANCE, LOCATION PER FIRE MARSHALL REQUIREMENTS. CEILING NOTES REFER WA STATE ENERGY CODE COMPLIANCE SUMMARY FORMS AND NOTES ON SHEET A7,2 FOR ADDITIONAL LIGHTING, MOTOR, AND ELECTRICAL DESIGN REQ, A. THE PROPOSED MECHANICAL GRILLE LOCATIONS AND INTERIOR LIGHTING SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY TO INDICATE THE DESIGN INTENT, GC TO VERIFY THE MECHANICAL AND LIGHTING LAYOUT MEETS WITH APPLICABLE CODE REQUIREMENTS AND CONTACT ARCHITECT AND OWNER OF ANY DISCREPANCIES OR MODIFICATIONS. B. ESTIMATED UNIT LIGHTING POWER ALLOWANCE (LPA) SPACE -BY -SPACE BREAKDOWN BASED ON NET INTERIOR S.F. REFER TO LTG -SUM ENERGY COMPLIANCE FORM SUBMITTED WITH THIS PROJECT - REFER TO SHEET A6.2. C. LIGHTING DESIGN INCLUDING DAYLIGHTING ZONE CONTROL, REDUCTION AND SHUT-OFF CONTROLS AND SENSORS ARE TO BE IN CONFORMANCE WITH THE WA STATE ENERGY CODE. REFER TO NOTE K. D. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS, E. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. A4.1 F. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. G. LIGHT FIXTURES, AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE ROOM WHERE NOT DIMENSIONED, OR CENTERED IN THE 2'X41 SECTION OF INDIVIDUAL CEILING TILES U.O.N. H. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. I. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). J. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION. K. OCCUPANCY SENSORS ARE REQUIRED IN SPACES 300 SQUARE FEET OR LESS THAT ARE ENCLOSED BY FLOOR -TO -CEILING HEIGHT PARTITIONS INCLUDING BUT NOT LIMITED TO: CLASSROOMS/LECTURE/TRAINING ROOMS, CONFERENCE/MEETING/MULTIPURPOSE ROOMS, COPY/PRINT ROOMS, LOUNGES, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, STORAGE ROOMS, JANITORIAL CLOSETS, LOCKER ROOMS, WAREHOUSE SPACES. CEILING LEGEND 2'X4' SUSPENDED ACOUSTIC CEILING AND GRID, REFER TO FINISH SCHEDULE FOR SEISMIC BRACING AND DETAIL SEE RCP FOR START POINTS IN EACH RM. A6.3 5/811 GWB o/ 2X6 WOOD STUD. FRAMING AT 1611 O.C. PROVIDE BATT INSULATION. REFER TO STRUCTURAL DWGS AND WALL SECTIONS. 2X4 LED LOW -PROFILE RECESSED LUMINAIRE WITH BASKET DIFFUSER INDY S2X4BL, (1) 53W LED OR APPR. EQ.. PROVIDE TRIM KITS AND ALUMINUM INSIDE FINISH PER OWNER SPEC. NOTE: EMERGENCY LIGHT FIXTURES SHOWN SHADED. SEE EMERGENCY LIGHTING NOTES. 0 611 LED RECESSED CAN LIGHT, (1) 16.5W LED PER OWNER SPEC. WALL MOUNTED LIGHT FIXTURE ABOVE LAV, (3) 12W A-19 LED SEAGULL CHROME 41162-05 OR APPROVED EQUAL, ENTRY PENDANT LIGHT FIXTURE PER OWNER SPEC. O 50W, TYP. 5. CHAIN HUNG AT 101-011 A.F.F. NOTE: EMERGENCY LIGHT FIXTURES SHOWN SHADED. SEE EMERGENCY LIGHTING NOTES. ® OWNER STANDARD RECESSED CEILING FAN IN RESTROOMS, 50 C.F.M. MIN. OWNER STANDARD MECHANICAL DIFFUSER AND GRILLE OWNER STANDARD MECHANICAL RETURN AND GRILLE UNIVERSAL CEILING OR WALL MOUNTED LED EXIT SIGN w/90 MINUTE BATTERY BACKUP, 3W LED, COORD. SPEC. WITH OWNER. MOTION SENSOR LIGHTING OLF LED SECURITY MOTION SENSOR FLOODLIGHT, OR APPR. EQ, COORD. EXACT LOCATION WITH OWNER. EXTERIOR SURFACE MOUNTED HIGH PERFORMANCE LED COMMERCIAL WALL -PACK FIXTURE, 3OW, TYP. 9, HYPERIKON WALL PACK SLIM FULL CUTOFF LED LIGHT OR APPR. EQ. REFER TO EXTERIOR ELEVATIONS. O EXTERIOR UNDER CANOPY SURFACE MOUNTED HIGH PERFORMANCE LED COMMERCIAL LIGHTING FIXTURE, 39W, TYP. 3. SPEC: 1111 ROUND LITETRONICS GARAGE LIGHT ROUND 120-277V 4000K 1-10V DIM PREM OR APPR. EQ. OS APPROX. LOCATION FOR THE OCCUPANCY SENSOR. OCCUPANCY SENSORS TO BE ON 24/7. SEE NOTE K. SA APPROX. LOCATION FOR THE SMOKE ALARM SC APPROX. LOCATION OF SECURITY CAMERA. EXACT LOCATION PER OWNER. EMERGENCY LIGHTING IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS: • EXIT HALLWAYS & CORRIDORS; • VESTIBULES AND AREAS ON THE LEVEL OF DISCHARGE USED FOR EXIT DISCHARGE; • EXTERIOR LANDINGS AS REQUIRED FOR EXIT DOORWAYS THAT LEAD DIRECTLY TO THE EXIT DISCHARGE; • ELECTRICAL EQUIPMENT ROOMS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. 2018 IBC 1008.3.4. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE OF 1 FOOTCANDLE AND A MINIMUM AT ANY POINT OF .1 FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO .6 FOOTCANDLE AT THE END OF THE EMERGENCY LIGHTING TIME DURATION, A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED PER 2018 IBC 1008.3.5. 9679 ` REGISTERED 1 ARCHITECT THERESA K. GREENE STATE OF WASHINGTON aD > Cfl O — CV E € O ? a i O M M U oo m oo � g-- o r, _E 2 2 N C" c� cW/� oo rn N co x 3 cfl U_ 3 E —�L0 Cu—=m (D 3 (DN —_ CV C''M CV Cll O 'Mn6 Z v m co U EOU co L' o_ N ��`` V .3 C6 U E a (D N (D!E_m HALF -SCALE ON 11 X17 V) W U z - RESUB % Jun 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��W//'�� VJ M� W J W QU z LL WH O C G CD z J CD CD O O _ CD It H � d CD o z Wp � CD z W Q Q co � �0Lu�°°� Lu CN wUo�<o rn U Q 0_W z N o J Lu ~_ w N o2O O O= UzX10z W r— W (n REVISIONS NO. DATE BY 07/14/23 CITY A A A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A21-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET SECOND FLOOR RCP OFFICE BUILDING A2032 0 N 111-011 111-011 111-011 I I I I DS CONTINUOUS GUTTER �r�r�r�r�r�r�r�r�r�r�r r�r�r�i•�r�r�r�r�r�rl�r�r�r�r�r� I — APPROX. SOLAR ' READINESS ZONE AREA ' OUTLINE: ±1,000 S.F. — 1 I I 1 I 1 1 1 I I 1 I ' REFER TO SECTIONS 1 ' FOR PARAPET AND ' ROOF FLASHING, TYP ' SEE DETAILS ' I I 4.3 4.3 ; 1 1 ' 1 ROOF ASSEMBLY: ' SINGLE -PLY 45 MIL, MIN. CLASS C ' TPO ROOFING MEMBRANE o/ 1/211 ' COVER BOARD o/ 6.511 POLYISO RIGID 1 INSULATION o/ 2-LAYERS BUILDING 1 PAPER o/ EXT. PLYWOOD SHEATHING - - - - - - - - - - - - - - - - - - AND JOIST FRAMING PER STRUCTURAL - -� - - - - - - -- DWGS, RUN MEMBRANE ROOFING UP ' AND OVER PARAPET FRAMING. INSTALL ' N PER MFR. REQ. REFER TO LEVELS OF ' N INSULATION, A2.2 - 1 1 1 i- - 1 - - - - -I - - - -I - - - i MIN. 2 S.F. ' SOLAR ZONE ' ' INVERTER AREA ' 1 1 1 I I 1 I 1 1 1 I I 1 I 1 1 OVERALL ROOF PLAN - OFFICE BLDG z SCALE: 1/4" = 1'-0" 0 2' 4' 8' 12' 16' 131-011 I 81-811 21-011 I I I I I I I 1 1 DS I ' I I I I CRICKET w/ ROOF 1 INSULATION, TYP. - I I I DS I I I I I I I l i 1 CRICKET w/ ROOF L i -- - - -INSULATION, TYP.- I I I I j I I I r J I I I I I I I I i I I I I I i I I l I I I ROOF ASSEMBLY: I I SINGLE -PLY 45 MIL. MIN. CLASS C I I TPO ROOFING MEMBRANE o/ 1/211 i I COVER BOARD o/ 2-LAYERS BUILDING PAPER o/ EXT. PLYWOOD SHEATHING I I I I AND TRUSS FRAMING PER STRUCTURAL it DWGS. RUN MEMBRANE ROOFING UP I I AND OVER PARAPET FRAMING. INSTALL PER MFR. REQ. REFER TO LEVELS OF I I INSULATION, A2.2 i I I I I I I I i I I I l I I t I I I I I I I I I j I I I I I I I II I I I I IL-7 I -- I F---- ---- ---- -- - � ---- ---- ----IL = II I I I I I I -- j- I I I 1B A4.1 ROOF AREA: ±2,748 S.F. Y 1A A4.1 ROOF PLAN NOTES A. SEE ROOF FRAMING PLAN (STRUCTURAL) FOR PLYWOOD AND FRAMING INFORMATION, B. REFER TO MECH. DWGS (UNDER SEPARATE PERMIT SUBMITTAL) FOR LOCATION OF ALL HVAC UNITS AND MECHANICAL REQUIREMENTS AND SPECIFICATIONS. C. REFER TO PLUMBING DWGS (UNDER SEPARATE PERMIT SUBMITTAL) AND DETAILS 10 11 FOR PIPE ROOF PENETRATIONS. 4.4 4.4 D. GENERAL CONTRACTOR SHALL COORDINATE WITH THE DIFFERENT TRADES FOR INSTALLATION OF ROOF PENETRATIONS PRIOR TO INSTALLATION OF ROOF MEMBRANE. E. CONNECT ROOF DRAINS TO STORM WATER SYSTEM PER CIVIL DWGS. F. 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. G. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE ON ROOF TO ALL ROOF DRAINS, H. RIGID INSULATION ATTACHMENT ON ROOF TO RESIST WIND UPLIFT FORCES GREATER THAT 80 M.P.H. SOLAR ZONE AREA THE "SOLAR ZONE" AREA IS EQUAL TO 40% OF THE HORIZONTAL PROJECTED ROOF AREA. (C411,2 (1)), PER C411,7, THE SOLAR ZONE HAS BEEN DESIGNED FOR 4 PSF DEAD LOAD FOR FUTURE SOLAR COMPONENTS. AND PER C411,7 FOR PHOTOVOLTAICS, A LOCATION FOR FUTURE INVERTERS HAVE BEEN DESIGNATED EITHER WITHIN OR ADJACENT TO THE SOLAR ZONE AREA, WITH A MINIMUM AREA OF 2 SQUARE FEET FOR EACH 1,000 SQUARE FEET OF SOLAR ZONE AREA, AND ACCOMMODATES AN ASSUMED DEAD LOAD OF 175 POUNDS PER SQUARE FOOT. ROOF AREA; 4,856 X ,4 = 11943 S.F. MIN. SOLAR ZONE AREA. INVERTER AREA: 3,9 S.F. MIN. REFER TO STRUCTURAL DRAWINFS. EXACT DESIGN AND INSTALLATION PER FUTURE SOLAR PV DESIGN ENGINEER, ROOF DRAINAGE CALCS. OVERALL BUILDING ROOF AREA; *-2,748 S.F. INTENSITY; 1.5 (2) (IN/HR LASTING 5 MIN.) 411 DOWNSPOUTS: 2 PER UPC TABLE 1106.21 91200 X (2) NOM, 411 DOWNSPOUTS (37.17 SQ. IN.) = 18,400 ALLOWABLE ROOF SQ, FOOTAGE. 9679 REGISTERED ARCHITECT `Ii✓L�' THERESA K. GREENE STATE OF WASHINGTON 0 1-0 �OO���a U} C) rn M p :E-��-2 LU ao o 1, U w N 0) - mo/) oo m N co LC EL. �E U � Ln -_ L0 � .3 - 6 C di CM � o m z m U a, Q V U E m ( E t E a� m c� FO HALF -SCALE ON 11 X17 WZ U - RESUB % J Jun 11 2024 fl. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U) M� W J W QU ZLL W� O C G o Z J CDco O O _ CD It H(z) LIJ d CD o Wp � CDZ z W Q U Q � co � O oo wUo�<o Lu rn U0_c/;� Q z N o J Lu ~_ w NO= o2O O ZLU LIJ `- f� oz W cn REVISIONS NO. DATE BY 07/14/23 CITY A A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 07/14/23 CAD FILE: 21-28A21-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET OVERALL ROOF PLAN OFFICE BUILDING A2 ■ 9679 REGISTERED ARCHITECT L C 2 01- 011 201-011 Q u n 4 T T T A 1001-0" 50'-011 I I I 20'-011 201-011 201-011 201-011 0 1E]EIE] 1 _ ±251-8 3/411 A,F.F MAX HEIGHT (446.241) T.O. SHEATHING (445,51') .b .' REFER TO SITE PLAN, SHEET AM FOR AVERAGE r HEIGHT OF (E) GRADE CALCS. EMS4 �� i t EPT2 +0'-8 3/4" A.F.F. AVG, HT (E) GRADE (*-421,24') CMU2 - - - - - 0'-0" FLR FIN. (*-420.5') Ad, B❑ NORTH FACING WAREHOUSE (SOUTH SIMILAR 201-011 H G F E ' C B 70,'-011 2'-011, 81-811 I. 13'-011 I, 11'-011 I. 11'-0" I. 11'-011 I. 13'-411 EXTERIOR LIGHTING FIXTURES & AMENTITIES ABBREV I DESCRIPTION MFR/STYLE, PRODUCT NO EXTERIOR LIGHTING LTC1 10" SQ x 3" UNDER CANOPY LED LIGHT GLT LED 40W SCL-40W-50K-BZ (5,450 LUMENS) OR EQ. LTW1 9.5" x 11" WALL PACK 80W LED (WEST SIDE & STREET) MAGNALUX 80W SLIM LED FULL -CUTOFF LIGHT (8,800 LUMENS) OR EQ. LTW2 9.5" x 11" WALL PACK 25W LED (OTHER LOCATIONS) MAGNALUX 25W SLIM LED FULL -CUTOFF LIGHT (2,800 LUMENS) OR EQ. LTS1 SECURITY MOTION ACTIVATED OUTDOOR LIGHT LEONLITE 20W DUAL HEAD (1,400 LUMENS) OR EQ. LTP1 POLE SITE LIGHT 21'-6" SINGLE AREA LIGHT w/ CONC BASE EL PK150 20' 150 WATT LED LIGHT POLE KIT (19,500 LUMENS) OR EQ. EXTERIOR PEDESTRIAN AMENITIES AMN1 METAL 24"D x 49"W COMMERCIAL BENCH, STEEL & WPC FESTNIGHT OUTDOOR STEEL FRAME BENCH, BRONZE OR EQ. AMN2 METAL 13" SQ x 32"H TRASH RECEPTACLE, BLACK SAFCO 9474BL RECESSED PANELS WASTE RECEPTACLE OR EQ. BKR1 34"H x 22"D BIKE RACK FOR TWO BIKES, BLACK ROCKYMOUNTS POSTUP INVERTED U 2-BIKE RACK OR EQ. NOTE- EXTERIOR ELEVATIONS TO BE APPROVED UNDER OFFICE BUILDING PERMIT APPLICATION. THIS SHEET IS FOR REFERENCE ONLY FOR WAREHOUSE BUILDING PERMIT EMP1 E PM 2 EMS3 EMP4 EMS1 EMS3 EMP4 EPT2 CMU2 '1 CHAIN LINK GATES WITH WOOD PRIVACY SLATS CONCRETE CAP EMS3 I JL EMP4 y� /yr �4 .. f aJ� ` Yf •. EMS1 CMU1 © NORTH FACING OFFICE ❑D SOUTH FACING A T 2 501-011 �I1I IIIIIIIIII `. EM 2 E SM 4 EMP4 CMU2 E❑ EAST FACING a I LTC 1 LTW 1 /LTW2 LTS 1 LTP 1 AM N 1 F❑ EXTERIOR LIGHTING FIXTURES & AMENITIES IMAGES PRELI M I NARY EXTERIOR ELEVATIONS 20'-011 20'-011 B C 4 E F G H THERESA K.GREENE 701-011 STATE OF WASHING TON I I I I I I I 111-011 111-011 111-011 13'-0" 81-811 -Oil I I I I I I I ID N Cfl n1 E 9 pV / \ } L pM C? U a Q U rn r - a��i i L c� O Cn00 cu ��Y., E d I F-1 GO 3: L.L o 0 g L.0 _ o .3 IMM N � h > C? a c N m o Z (� m o E d 0,01 & - j111T11 1 U - HALF -SCALE ON 11 X17 v! LL,n r 04 3 2 1 3 361-011 ` r , Z 25' 10 1/411 A,F.F �•J RESUB AX HEIGHT (445,86') - 12'-011 12'-011 12'-011 \ Q / Jun 11 2024 ,` 251-811 A.F.F ....... ___ n/ J CITY OFEDMONDS 5.67') DEVELOPMENT SERVICES W� DEPARTMENT v / LL 1 - » t W LL coo { Q O O(->�CD ±420,0') - - - v � - - — L.L LL] co L.L 0- o WO z or_ z LL 2 W CC Q 3 4 5 6 G� o z 1001-011 � W O 2i � c 0 1 201-011 1 201-011 201-011 — r(./, p � 3 _ U � z _ N cn cn 0 2 I Q J LJJ — Ln o 2i O o � I"� `.J z X Lu I� 0 W Z (n nm SCALE: 1/8" = 1'-0" 0 4' 8' 16' 24' 32' I I I I I I I I I- - AMN2 BKR1 EXTERIOR FINISH SPECIFICATIONS EPT1 CMU1 4" GROUND OR SPLIT -FACE CMU w/ CONCRETE SILL COLOR: MEDIUM GRAY TO MATCH SIM. EPT2 CMU2 8" OR 10" GROUND OR SPLIT -FACE CMU COLOR: MEDIUM GRAY TO MATCH SIM. EPT2 EBR1 CONTEMPORARY BRICK VENEER FIBER CEMENT LAP SIDING SYSTEM COLOR: DARK GRAY/CHARCOAL TO MATCH SIM EPT1 EFC1 COLOR: HARDIE PLANK LIGHT GRAY OR EQ. EFC2 FIBER CEMENT WINDOW & DOOR TRIM COLOR TO MATCH SIM. EPT1 EMP1 26 GA. PRE -FINISHED METAL PARAPET COPING COLOR: DARKER THAN EPT1 OR EXTRA DARK BRONZE EMP2 24 GA. PRE -FINISHED METAL FASCIA/BRAKE METAUGUTTER COLOR TO MATCH SIM. EPT1 EMP3 METAL CANOPY SYSTEM - EXPOSED METAL COLOR TO MATCH SIM. EPT1 EMP4 STOREFRONT DOOR & EXTERIOR WINDOWS COLOR TO MATCH SIM. EPT1 EMS1 VERTICAL 2" REVEAL METAL SIDING SYSTEM MFR. TBD - COLOR TO MATCH SIM EPT2 EMS2 ACCENT VERTICAL 2" REVEAL METAL SIDING SYSTEM MFR. TBD - COLOR: LIGHT GRAY TO MATCH SIM. EFC1 EMS3 HORIZONTAL 2" REVEAL METAL SIDING SYSTEM MFR. TBD - COLOR: WOOD -LOOK OR ANTIQUED COPPER EMS4 HORIZONTAL PANEL SIDING - EXPOSED FASTENERS MFR. TBD - COLOR: LIGHT GRAY TO MATCH SIM. EFC1 POSSIBLE EXTERIOR FINISHES SCHEME EMS5 METAL PANEL SOFFIT SYSTEM - MITER AT CORNERS MFR. TBD - COLOR TO MATCH SIM EPT2 EPT1 EXTERIOR PAINT OR PREFINISHED - ACCENT TRIM / METAL COLOR: DARK GRAY/CHARCOAL OR DARK BRONZE EPT2 EXTERIOR PAINT OR PREFINISHED - H.M. & COILING DOORS COLOR: MEDIUM GRAY - COOL ZINC OR EQ. RMTL METAL ROOFING SYSTEM 26 GA. PBR PANEL OR EQ. COLOR: MEDIUM GRAY RTPO TPO MEMBRANE ROOFING SYSTEM COLOR: WHITE NOTE: GC TO PROVIDE SAMPLES AND DRAW DOWN ALL COLORS FOR OWNER AND ARCHITECT APPROVAL PRIOR TO COMMENCING WORK. REVISIONS NO. DATE BY 07/14/23 CITY 11/28/23 CLIENT 03/06/24 CITY 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 06/06/24 CAD FILE: 21-28A31 JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET OVERALL EXTERIOR ELEVATIONS OFFICE BUILDING A301 I I I . • • 1• Ilk mw dt sp mkl 1L� 1 r• � . � %a�c ' } • r fir, • •'� , .> >, �1' I • i III .. • o ' h 0 or 1 .1 � � I ...• � I1 I • r ac WOk 11 IL gip Is, ` `11 :1� ccam;AIM r7 O I III m frl ffin I?1 D I Q I n W m 1 1 1 �' �' D IH::'k�fllxiNFW C'C)MMFRC'IAL OFFIC�F BUILD 99 0 C E F "MR 9679 ` REGISTERED 1 ARCHITECT 70'-011 5 4.2 13'-4" 11'-011 11'-011 11'-011 3 I I I I 1 I I u — — 13'-0° 30'-011 PRE-FAB TRUSSES 81-811 21-011 21-611 6B 1 I 25-10 1/4 A:(4 - _,f MAX HEIGHT (445:86') J_ ��_- _ 4.2 t -- -- -- -- -- -- -- -- -- -- - I I 25 -8 A.F. - - - I T.O.PLATE (445.67) 231-611 A.F,F_ . PLATE I I I I I I 19'-8" A. I I —I-- --------- ------------- 1 ---------- — R:O. STOREFRONT I I () z I I I 0 I I I I - I cV W U II I I Lo I I I I I 141-611 A.F.F �R O STOREFRONT o -o { 111-611 A.F.F I I II _ ....: :.. ...... .. .,. .........:.._. _.:. .....: _ ..._.. ..:..... _..,. _ . .. ,�..... .,.� .....,. T:O. 2ND FLOOR I — 1-1/2" GYPCRETE— r cv — --� I-- — -- — — — — — — — — — — — — — — — — — — — — — — -------------— T — -- 7117 I STOREFRONT I I U I o I I � I N U 3'-0" A.F.F - - -i REFER TO 4 3 2 1 4 6 A4.2 4.2 BEYOND 21-611 121-0'1 121-011 121-011 3 I I 29'-011 PRE-FAB TRUSSES 1 I 25'-10 1/411 A.F.F I 1211 4.2 MAX HEIGHT (445:861) I I 1/4" 5 8 A.F.F I I 1 5 T.O.2PLATE (445.67) 1211 I I 1/411 — — , A4.2 A4.2 SIM. I I I 221-211 A.F,_F _ _±21'-11" A.F.F hh 0. ROOF JOIST I T.O. PLATE HIGH SIDE I l 19'-811 A.F.F _------------------------------------ ---- I T.O. ROOF JOIS� R:O. STOREFRONT I I I I LOW SIDE I I N O w N I I I i Q!fco 14' 611 A.F.F _ I _ _ I J Q 0. MULLION J q cq I I _4, I I 1_ -- _ _ 11 6 A.F.F I - �_ o - _A _. T:O. 2ND FL00 10 -6u A.F:F N o � I 1-1/211 GYPCRETE B0 METAL CANOPY I _ o �, I 81-211 A.F.F ' T,0. MULLION -�- - �� IL I I Z I I N I I I rU N I I O J U Lo 3' 0" A.F.F I I o f Q I I 0. MULLION I I - o _ +0'-10 1/411 AVG. HT I o °� o (E) GRADE (+-420.861) I I f � I I — — — — — — — — — — 0'-011 FLR FIN. (*-420.01 �0. �— 1 1 CONC - - - LA — SLAB I I 1 © WEST -EAST SECTION - OFFICE BUILDING OVERALL BUILDING SECTIONS SCALE: 1 /4" = 1'-0" 0 2' 4' 8' 12' 16' 231-611 A.F. T.O. PLATE THERESA K. GREENE STATE OF WASHINGTON N 0Q0 E EJ 0 LOO a U} U � � MM � U��w//�� �`n co 2 VJ !E M > Y w U) N ~ U __ - (� N 7 a)N M N .3 66 _ N U' coM O mZ N U E (� - Y �U` V o 3 � E �, � a (D � � U � E C a� � a HALF -SCALE ON 11X17 � r1 W U z — 0 RESUB %— J Jun 11 2024 W� - CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v / JW QU zH W H O � o zJ Q0 o O Ill- H c:) Q0 LLJ o / z W O CD z W Q a 0W� N 000 j W —Uo;�= � U) Q O U Q c_CLo Z Z J Lu _ � U) (',JO= 02i0 0 V z X LU C, r-- oZ w (n REVISIONS NO. DATE BY 07/14/23 CITY 11/28/23 CLIENT 03/06/24 CITY 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 06/06/24 CAD FILE: 21-28A41-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET OVERALL BUILDING SECTIONS OFFICE BUILDING A401 PARAPET FLASHING PER SIM. DETAIL 1 A4.3 2" CONT. SCREENED VENT JOM, 2X10 FIBER ;EMENT FASCIA BOARD )R PAINTED CEDAR NITH BRAKE METAL =LASHING COVER, TYP. ;OOFING AT PARAPET iYSTEM PER DETAIL 4, "HIS SHEET. ;ONTINUOUS TPO =LASHING AT GUTTER NSTALLED PER 'OOFING MFR. REQ. 21 11 A.F.F T.O. PLATE :ONT, METAL GUTTER 'ER ROOF PLAN, 12 >OWNSPOUT PER A4.4 SECTION AT TRUSS AT ROOF SCALE: 1" = 1'-0" 21-29Al2 PICAL NOTES ON DETAIL 1 -IEET. T CAP VG o/ FURRING DETAIL A4.3 F.F AT� ZICK TILE AT ACCENT °R PER SECTION AND g SECTION AT BRICK VENEER SCALE: 1" = 1'-0" 21-29Al2 Q 1" 1'-011 251-811 A.F.F T.O.PLATE `r r51/211 22'-2" A,F.F -T.O, ROOF JOIST HIGH SIDE 10E A4.3 VERTICAL METAL REVEAL SIDING SYSTEM PER NOTES ON DETAIL 4, THIS SHEET o/ 3X FURRING STUDS AT 1611 O,C., FOR ACCENT COLUMN. O'-011 FLR FIN. (*-XXX,XX') T.O, CONIC SLAB ° a a 311 811 G 00 df SECTION AT VERT METAL COLUMN SCALE: 1 " = V-0" NOTES TYPICAL SECTION 4, THIS SHEET, U.O.N. PARAPET FLASHING: PRE-FINISHGES (KYNAR COATED) EDGE -LOCK METAL COPING FLASHING c AND COUNTER -FLASHING SYSTEM o/ 2X NAILER TOP PLATE. REFER TO EXTERIOR ELEVATIONS FOR FINISH SCHEDULE. SEE COPING DETAILS 1 2 A4.3 A4.3 11 11-011 25'-8" A,F.F _ -0i.0, PLATE TYP. PARAPET VENT: CONT. STRIP AT PARAPET, o PROVIDE 211 DIA, HOLE AT 3211 O.C. AT ACCENT PARAPET LOCATIONS A4.3 FOR CROSS -VENTILATION. 5 1/21, 22'-211 A,F.F �.0, ROOF JOIST HIGH SIDE HORIZONTAL METAL REVEAL SIDING SYSTEM; o/ COMMERCIAL TYVEK WRB BLDG WRAP (SHOWN DASHED) o/ DENSGLASS GOLD OR EXTERIOR PLYWD SHEATHING (PER STRUCTURAL DWGS) o/ 2X6 WOOD STUD FRAMING AT 1611 O,C„ REFER TO EXTERIOR ELEVATIONS FOR FINISH SCHEDULE AND LOCATIONS, I 19'-811 A.F,F _ _ _ _ IL .t 0. STOREFRONT 14'-611 A.F,F _ -"�-LR.0, _ _ _ STOREFRONT 1 1 � 1 c 1-1/211 GYPCRETE OVER 3/411 PLYWOOD SHEATHING o/ JOIST FRAMING PER STRUCT. DWGS. 111-roll A.F,F -0-+0, SECOND FLOOR_ _ _ 1-1/211 GYPCRETE SCONCE AND WALL PAC MOUNTING (WHERE OCCURS) PER DETAILS I '-211 A. _ i0, STOREFRONT i 8_ _ _ 4 CONCRETE SILL o/ 4x8x16 , GROUTED CMU w/ 2X4 INTERIOR L FURRING AT 1611 O.C. WITH R-21 EQ. RIGID INSULATION & 5/811 GWB ON INSIDE FACE 3'-011 A.F,F �.0, STOREFRONT - `p' STOREFRONT SYSTEM: BRONZE ANODIZED ALUMINUM STOREFRONT SYSTEM PER WINDOW SCHEDULE. PROVIDE FLASHING AND SEALANT AROUND PERIMETER, TYP. PROVIDE MOISTURE PROTECTION WRAP AT ALL OPENINGS PER DETAILS ON SHEET A4.4, 01-011 FLR FIN. (*-XXX,XX') 2% SLOPE T.0. CONIC SLAB EXPANSION JOINT w/ SELF- LEVELING GROUT �- AT SIDEWALK, -I CONT, BITUTHENE 3000 SELFAl ADHESIVE RUBBERIZED ASPHALT/ POLYTHYLENE WATERPROOFING MEMBRANE. INSTALL PER MFR. REQ. ROOFING SYSTEM: SINGLE PLY 45 MIL. MIN. CLASS C TPO ROOFING MEMBRANE o/ 1/211 COVER BOARD o/ 6.511 POLYISO RIGID POLYISO INSULATION o/ 2-LAYERS WRB ROOF WRAP (SHOWN DASHED) o/ PLYWD SHEATHING & JOIST FRAMING PER STRUCT. DWGS, MEMBRANE TO EXTEND UP AND OVER TOP OF PARAPET AND DOWN FACE 1" BELOW P.T. WOOD NAILER. FASTEN PER MFR REQ, ROOFING AT PARAPET SYSTEM: SINGLE PLY 45 MIL. TPO ROOFING MEMBRANE o/ COMMERCIAL TYVEK ROOF WRAP (SHWON DASHED) o/ 1 LAYER 5/811 DENSDECK PRIME SHEATHING. INSTALL PER MFR. REQ. & DETAILS 25'-8" A,F.F -0i.0, _ `r PLATE NOM. 2X10 FIBER rn CEMENT FASCIA BOARD ORPAINTED CEDAR, TYP. - 22 2 A,F.F �.0, ROOF JOIST HIGH SIDE JOIST FRAMING PER STRUCT. DWGS. FIBER CEMENT PLANK SIDING SYSTEM o/ COMMERCIAL TYVEK BLDG WRAP (WRB SHOWN DASHED) o/ EXTERIOR PLYWOOD SHEATHING o/ 2X6 WOOD STUD FRAMING AT 1611 O.C. PER STRUCT. DWGS. REFER TO EXTERIOR ELEVATIONS FOR FINISH SCHEDULE. 1 4.3 19'-811 A.F.F - �.0, - - - - 1 STOREFRONT � l� �♦ 10B 10D 1 A4.3 A4.3 14'-611 A_F.F - - - - �.0, 1 STOREFRONT � 1 1 1 �♦ 10C 10D 1 4.3 A4.3 1 CONCRETE SLAB AND FOOTING PER STRUCT. DWGS. o/ CONT, 15MIL VAPOR BARRIER. PERIMETER RIGID INSULATION. - a 3" 811 iL —I �I I�� 1'llll��lll a ° a I I1111; 1 ° II a. a ° ° SECTION AT HORIZ. METAL SIDING SCALE: 1 " = V-0" NOTES TYPICAL THIS SECTION, U.O.N. 111-611 A.F,F �0, SECOND FLOOR_ _ _ 1-1/211 GYPCRETE I 8'-211 A.F.F �.0, _ _ _ STOREFRONT i 3'-011 A.F,F �.0, STOREFRONT i �♦ 6B 6C A4.3 A4.3 1 �♦ 6B 6C 1 4.3 A4.3 1 01-011 FLR FIN. (*-XXX,XX') T.0. CONIC SLAB 8" a r - � � ���� ��� �� �� �� I — a I(1 I (1 I(1 Ic I(11= I I I �'-11111111111111 a =_ a II1_ d �11 ° a Q a ° a a ° ° TYP. SECTION AT SIDING SCALE: 1 " = V-0" NOTES TYPICAL SECTION 4, THIS SHEET, U.O.N. i� 251-811 A,F.F PLATE N_ N 24'-5 1/211 A.F,F_ _ B.O. TRUSS 4" 2" CONT. SCREENED VENT01 NOM. 2X10 FIBER CEMENT FASCIA BOARD OR PAINTED CEDAR WITH BRAKE METAL FLASHING COVER, TYP, TYPICAL WALL SECTION NOTES: 1. REFER TO EXTERIOR ELEVATIONS FOR EXTENT AND SPECS ON FINISHES. 2, EXTERIOR SHEATHING AT GRIDLINE WALLS TO BE 1/211 DENSGLASS GOLD OR EXTERIOR PLYWOOD SHEATHING (SEE STRUCTURAL FOR SHEAR WALL LOCATIONS). 3, ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, 4. FOR INSULATION R-VALUES, REFER TO "LEVELS OF INSULATION" NOTES 19'-811 A.F,F �O. STOREFRONT 21-611 d- �---------------___________ = 1 1 1 - 1 0 =-=-=-=-- -- ----------- --------------------- o 1 = 1 c 1 10'-6" A.F.F 611 1 B.O. METAL CANOPY �------------------- — — — — _ METAL AWNING SYSTEM REFER TO SCHEDULE SHEETS FOR ADDITIONAL DIMENSIONS AND INFORMATION. ' 10'-011 A.F,F _ R.O. STOREFRONT i 8'-211 A.F.F �0, MULLION 3'-011 A.F,F �0. MULLION STOREFRONT SYSTEM: BRONZE ANODIZED ALUMINUM STOREFRONT SYSTEM PER WINDOW SCHEDULE. PROVIDE FLASHING AND SEALANT AROUND PERIMETER, TYP. PROVIDE MOISTURE PROTECTION WRAP AT ALL OPENINGS PER DETAILS ON SHEET A4.4, 0'-011 FLR FIN. (*-XXX,XXI) T.O, CONC SLAB a a °. 8„ a ° Ill— IF III -I 11 1 I a 111- 1, 1 111 I I1 1=1 I- 11 1a d IIIIIII'' .III ° I II III SECTION AT ENTRY SCALE: 1 " = V-0" NOTES TYPICAL SECTION 4, THIS SHEET, U.O.N. 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON a�co� O M E EJ 0 a } pO ao�? U O U 6) LO c) �lw V^J � c- � > Y @� O oo � c cfl�LL ��o Lo -_=m 000 � c CM a - < (L 0.5 N U' m O M oo (II Z ti E o i .- Y �`U V o 3 co V, - E E E .� c(D gs HALF -SCALE ON 11X17 VJ ri'� w U Z — - Cl% RESUB J Jun 11 2024 - CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT d�ui� VJ M� W J w QU ZLL LL O o Z J o O o LI1 D_ Q0 o O w � z 0_ z a w Q Q c' N H wU2�<c) O � U) rn 0 U Q U Z_ 2 C Lo Z J w~ U) 0 N 0 = 02i0 Uzx`6z W I-- W Cn REVISIONS NO. DATE BY 07/14/23 CITY 0 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A42-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET WALL SECTIONS OFFICE BUILDING A402 w fy Q w LL O GRID III \/A 0TGc_cGG CUGGT Ail n GALV. CONTINUOUS CLEAT & COPING, SLOPE TO ROOF, PER DETAIL A4.3 CONTINUOUS CLEAT, EACH SIDE 2-LAYERS EXTERIOR SHEATHING. CONTINUOUS S-400 VENT STRIP, TYP, CONT. SEALANT MEMBRANE ROOFING o/ WRB BLDG WRAP o/ EXTERIOR SHEATHING, ATTACH PER MFR. REQ. TYP. CONT. VENT AT PARAPET SCALE: 3" = V-0" 21-28A43 DOOR CLOSER TENANT STAN PARALLEL AR MOUNTING SH, ALUMINUM STOREFRONT ALUMINUM STOP w/ WEATHER STRIPPING HEAD, JAMB, & SILL ALUMINUM & GLASS DOOR ALUMINUM THRESHOLD SET IN CAULKING VERIFY THRESHOLD PROFILE w/ AV - TENANT IMPROVEMENTHi FLOOR FINISHES Q z J � CONCRETE SLAB �? o A❑ HEAD METAL DRIP SET IN SEALANT (PEMKO 346 C OR D MATCH HRDWR FINISH AT HEAD ONLY) MITRE THRESHOLD AT JAMB O o 0 o o 0 © THRESHOLD 2% S X cV SECTION AT STOREFRONT DOOR SCALE: 3" = V-0" 21-28A43 111x1"ALUM. ANGLE AT STOREFRONT BACKER ROD & SEALANT i �1 1/211 SQ, CANOPY DRAIN TO CONNEC TO PIPE AT SIDE- WALK. LOCATIONS PER SITE PLAN. I THIN BRICK TILE SYSTEM o/ DRAINAGE PLANE. SEE DETAIL A4.4 A] BRICK TO STOREFRONT PROVIDE WEEP © BRICK TO SIDING HOLES PER MFR. REQ. AT 24" O.C. MAX. 20 GA. GALV, CLIP 12-11 WIDE @ 6011 O.C., 4011 O.C. FOR >_ 1711 WALLS 1-1/211 SS RING SHANK NAILS (2 PER CLEAT FACE AND 2 PER SPLICE FACE) N� x < �_ N Q 0O/ w Z go a 0 IL N R, #9 X 1-1/2" SS SCREW w/ WASHER PROVIDED (MIN. 4 PER CLEAT) — MIN = 611 MAX < 2011 SNAP -ON COPING CAP - 10' LENGTHS 20 GA. GALV. CONTINUOUS CLEAT - 10'-011 LENGTHS CONCEALED 611 WIDE SPLICE WITH PREFORMED CHANNEL FOR WATER CONTROL c U)cq N — I I � I 3/8" ALLOWANCE FOR WALL VARIATION 1" SINGLE -LOCK STANDING SEAM JOINTS AT 10' O.C. MAX, FILL JOINTS WITH SEALANT & CRIMP AWAY FROM WEATHER.-- i;0// M �� Qzi ✓O 3q T BAYONET JOINT AT HEMMED DRIP ON BOTH SIDES n (MAXIMUM WALL THICKNESS) n n A❑ SECTION BD OUTSIDE CORNER TYPICAL COPING FLASHING DETAILS 22 GA COPING CAP - PITCHED TO INSIDE PER DETAILS 1 AND 2 /A8.1. COORDINATE COLOR PER ELEVATIONS (3) STAINLESS STEEL RIVETS IN JOINT FILLED W/SEALANT SCALE: 1 1/2" = V-0" 21-28A43 PENETRATION FLASHING MEMBRANE LAP WRB 4" OVER METAL HEAD FLASHING & SEAL w/ NON -SKINNING BUTYL SEALANT TOE BEAD OF SEALANT FIBER CEMENT PLANK o/ WRB BLDG WRAP o/ EXTERIOR SHEATHING AND FRAMING, TYP. MIN. 1/4" GAP, DO NOT CAULK SELF ADHERING MEMBRANE SHIM AND BACKER ROD WITH CONT. SELANT METAL HEAD FLASHING METAL END DAMS EXPANDING FOAM TAPE STOREFRONT SYSTEM A❑ HEAD © SILL TYPICAL FIBER CEMENT SIDIN NOTES: 1. TPO MEMBRANE MUST BE PRIMED WITH TPO TAPE PRIMER/WASH WHERE THE MEMBRANE CONTACTS TAPE. 2. CANT STRIP NOT SHOWN TPO BONDING CEMENT---------,., WALL (OR CURB-�� TPO MEMBRANE 'TPO WITH ANCHOR DISK WITH ACCEPTABLE FASTENER 1211 O.C. MAX. i or i NAIL 12" O.C. MAX. TPO MEMBRANE - RUN UP AND OVER TOP NAILER 0 UNDER COPING FLASHING 11 TPO BONDING CEMENT 8 MIN. (FOR ADHERED SPEC ONLY) 611 TPO REINFORCED TERMINATION STRIP (RTS) WITH TAPE ROOF INSULATION INFORMATION FOR REFERENCE, ONLY. INSTALL PER MFR. REQUIREMENTS ROOF DECK TPO ROOF AT PARAPET/CURB NOT TO SCALE 21-28A43 NOTE; CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. REFER TO SHEET A4,4 FOR ADDITIONAL SPECIFICATION INFORMATION, t vv CAULK GAP HARDIE TRIM BOARDS ME -- CAULK GAP EXl �D PLAN VIEW - OUTSIDE CORNER TRIM E❑ PLAN VIEW -INSIDE CORNER TRIM G DETAILS FIBER -CEMENT SIDING SHALL BE INSTALLED IN ACCORDANCE WITH 2O18 IBC SECTION 1404,10 AND OF ASTM C 11861 TYPE A, AND SHALL BE SO IDENTIFIED ON LABELING LISTING AN APPROVED QUALITY CONTROL AGENCY PENETRATION FLASHING PRE -DRILL HOLES FOR MEMBRANE AT JAMB FASTENERS & APPLY SILICONE BASED SEALANT INTO HOLES PRIOR TO SETTING FASTENERS STOREFRONT SYSTEM BACKER ROD & SEALANT PROVIDE WEEPS AT 2411 O.C. METAL SILL PAN SHIM AND BACKER ROD MIN, 1/8" GAP ) 1 WITH CONT, SELANT w/ CAULK 1 WEATHER RESISTANT 1 LAP PENETRATION BARRIER (WRB) I FLASHING MEMBRANE OVERW EXTEND WRB TO EDGE OF ROUGH OPENING UNDER WEATHER RESISTANT PENETRATION WRAP & SEAL 1 BARRIER (WRB) USING DOUBLE- SIDED TAPE 1 — — EXTERIOR © JAMB J SHIM AND BACKER ROD WITH CONT. SELANT EXPANDING FOAM TAPE 1" x 1" ALUM, ANGLE AT STOREFRONT SCALE: 3" = 1 �-0" DETAILS BASED ON FILES PROVIDED ON THE MFR WEBSITE. FOR FASTENER SPECIFICATIONS AND COMPLETE INSTALLATION INSTRUCTIONS REFER TO APPROPRIATE DOCUMENTATION AT WWW.JAMESHARDIECOMMERCIAL.COM. PANEL FASTENER APA RATED EXTERIOR PLYWOOD SHEATHING WRB (SHOWN DASHED) COMMERCIAL TYVEK OR APPROVED EQ, METAL REVEAL, HORIZONTAL INSTALLATION BUTYL FLASHING TAPE 1/811 THK HORSESHOE SHIM OR EQUIVALENT. Z-METAL TRIM FASTENER OR RIVET AT 12" O.C. MAX. f.TW_[dAcimcii Ll NEW STOREFRONT SYSTEM Z-METAL PANEL FASTENER BRAKE METAL FLASHING COUNTER -FLASHING SILL PAN CLOSER PROFILE TO MATCH SIM. PARAPET FLASHING PROFILE CONTINUOUS SEALANT APA RATED EXTERIOR PLYWOOD SHEATHING WRB (SHOWN DASHED) COMMERCIAL TYVEK OR APPROVED EQ. METAL REVEAL PANEL, HORIZONTAL INSTALLATION A❑ HEAD © SILL © SILL PLAN VIEW TRANSITION SECTIONS TYPICAL METAL SIDING DETAILS & CONCRETE SILL SCALE: 3" = V-0" 21-28A43 511 n 411 C 4x8r 2X4 1611 POL' & 5/ PAC HOLD i i.L-.A, F11VV AND CLOSER AT 24" O.C. MAX. E❑ PLAN VIEW VERTICAL AT CORNER SCALE: 3" = V-0" 21-28A43 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON p �O J U € Ja U_0 � CO o�M z� N �_ w� Q U o a L Cm Lod T C� m Cu) x -��i E d '~ � _Lo U > -4 N 04 M c 66 `= N m O o y v �J p o,�a ` 0 t (co V 3 EZE v O cn CD U a - U H 01 HALF -SCALE ON 11 X17 VJ rn W U z — 0 RESUB %_ J Jun 11 2024 Wm� — CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �/ / W J W QU Z� W� O o Z J o CD 0 O — o W LU Lo o z W O 0 � � Z W 2 Q Q H OLU c) 00 � W �oU) U Q � U (D z = co U) z J W H- cn N M2i0 0 O V z x LU �'0Z f-- LU Cl) REVISIONS NO. DATE BY 0 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A43 JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET EXTERIOR DETAILS OFFICE BUILDING A403 NOTE: PROTECT WALL ASSEMBLY FROM MOISTURE EXTERIOR WALL ASSEMBLY PER PLAN ATTACH W/ STAPLES INSTALL MEMBRANE AT SILL DO NOT ATTACH LOWER EDGE AT THIS STEP STEP: 1 INSTALL MEMBRA AT JAMBS CUT T EXTEND OVER EN DAMS OF SILL P, APPROVED SEAL/ PER WINDOW MAI LAP JAMB FLASF OVER END DAMS SHIM WINDOWS PER MFR. RECOMMENDATIOI SEAL ALL PAN JOINTS AND NAIL HOLES WITH SAME SEALANT TO SET WINDOW IN PAN. INSTALL WINDOW PAN ACCORDING TO MFR . INSTALLATION REQ. W/ END DAMS EXTENDING VERTICALLY 311 MIN STEP: 2 INSTALL MEMBRANE PRE -FORMED CORNERS AT HEAD — CUT INSIDE EDGE OF PRE -FORMED CORNERS TO ALIGN W/JAMB AND HEAD FLASHINGS 1/21, x 1/2,11 0.040" ALUMINUM ANGLE — STEP: 5 INSTALL SINGLE -SIDED TAPE OVER LEG OF METAL HEAD FLASHING' SECURE HEAD FLASHING AT TOP OF VERTICAL FLANGE 811 O.0 INSTALL METAL HEAD 11 FLASHING EXPANDING FOAM TAPE AROUND WINDOW FRAME PER MANUF. STEP: 8 911 "1�81119 INSTALL MEMBRANE PRE -FORMED CORNERS AT SILL ATTACH w/ STAPLES NON -SKINNING BUTYL SEALANT SINGLE -SIDED VAPROTAPE SEAL CORNERS TO SILL FLASHING INSTALL PENETRATION FLASHING MEMBRANE HEAD FOLD INTO ROL OPENING & ATTACH T( INTERIOR FRAMING NOTE: WHERE ATTACHMENT TO STEEL STUDS, USE APPROVED SPRAY 911 MIN, ADHESIVE TO BOND WRB TO LAP OVER HEAD FLASHING — INSTALL WRB PER DETAIL EXTEND WRB TO EDGE OF R.O. AT JAMBS SEAL USING APPROVED TAPE DOUBLE -SIDED ROLL TO ACTIVATE ADHESIVE "U BIB" (SEE BELOW) FORMED FROM WRB SLIP UNDER MEMBRANE AT SILL & ATTAC ST NOT TO SCALE 21-28A44 0 10'-6-611 A.F.F T B.O. METAL ANOPY METAL AWNING REFER TO SCH FOR ADDITION/ AND INFORMAT SECTION AT CANOPY SCALE: 1 1/2" = V-0" 21-28A44 TPO PIP TPO LAF TPO LAP CAULK TPO MEMBRANE TPO SEALING MASTIC CLAMPING RII` (BY OTHERS) TPO PRE -MOLDED PIPE FLASHING TPO ANCHOR DISC AND ACCEPTABLE FASTENER (NOTE 1) ROOF INSULATION CIRCULAR ROOF PROJECTION TPO LAP CEMENT TPO BONDING CEMENT (FOR ADHERED SPEC ONLY) NOTES: 1. WITH MECHANICALLY FASTENED SPEC., MEMBRANE MUST BE MECHANICALLY ATTACHED WITH TPO ANCHOR DISC ON 611 CENTERS AROUND PROJECTION. 2. DO NOT OVERLAP THE FLANGES FROM ADJACENT PIPE FLASHINGS. 3. ANY SEAM UNDER BOOT FLANGE TO BE TREATED AS T-JOINT. TPO AT PIPE PENETRATION NOT TO SCALE 21-28A44 WEATHER RESISTIVE BARRIER INSTALL PER MFR. REQ. FOR AIR -BARRIER AT TOP PLATE SEAL WRB TO THE FRAMING w/ APPROVED SEALANT OR BUTYL TAPE SHEATHING fi WEATHER RESISTIVE 1 BARRIER INSTALL PER MFR, REQ. FOR AIR- BARRIER. T PLASTIC CAPPED FASTENERS PER ABAA STANDARDS FOR MECHANICALLY ATTACHED AIR BARRIERS & MFR. REQ, + 1 III TAPE OVERLAP w/ 311 WIDE BUTYL TAPE (APPROVED SEALANT MAYBE USED IN LIEU OF TAPE) SEAL WRB AT BOTTOM PLATE w/ BUTYL TAPE OR SEALANT EXTERIOR AIR INSTALL WINDOW UNIT WITH PROPER SEALANT AT TRANSITION BETWEEN FRAME AND ROUGH OPENING, AND, PROPERLY INTEGRATE WITH WRB, -BARRIER SYSTEM NOT TO SCALE 21-28A44 WmmHlE3h-Kf0R METAL LATH FLASHING TC ONTO FOUND A MIN, OF 411 WRB NOTES: 1. INSIDE- & OUTSIDE -WRAP; APPLY ONE LAYER OF 3611-WIDE BREATHABLE MEMBRANE FROM THE SAME MANUFACTURER AS THE WRB PRIOR TO INSTALLATION OF FIELD WRB. 2. INSTALL WEATHER RESISTIVE BARRIER IN WEATHERBOARD FASHION STARTING FROM THE BOTTOM OF THE WALL. ENSURE THAT THE EDGES OF THE LAYERS OF WRB ARE STAGGERED AT LEAST 611. 3. TAPE ALL JOINTS OF WRB WITH 311 WIDE BUTYL TAPE AS APPROVED TO CREATE A COMPLETE AIR -BARRIER SYSTEM. 4. WHERE CONCRETE SURFACES OCCUR, INSTALL VAPROSHIELD S.A.M. THROUGHOUT. _3611 WIDE WRAP AT INSIDE AND OUTSIDE O 18ii CORNERS (SEE NOTE) 18u 1a�� 2�tu M1 AgSr 611 OVERLAP C Eq�y AT ALL S DF R - HORIZONTAL JOINTS PAS;, N. FqCORN 1211 OVERLAP AT ALL VERT. JOINTS WRB INSTALLATION NOT TO SCALE 21-28A44 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH wMANUFACTURER'S SPECIFICATIONS, JDG o 2. PRODUCT SPECIFICATIONS IN THIS w DETAIL ARE AS SHOWN OR w APPROVED EQUAL. DETAILS ON THIS SHEET ARE BASED ON SPECIFICATIONS BY MASONRY TECHNOLOGY INC. (1) LAYER COMMERCIAL TYVEK EXPANDED METAL LATH Al DRAINAGE PLANE (SURE CAVITY SC 5016I ONE PIECE SLIP JOINT SC 5032.) WALL FRAMING PER CAULK BACKER ROD PLAN (1) LAYER BACK -WRAP FABRIC MORTAR COMMERCIAL FOR BUG SCREEN TYVEK DRAINAGE PLANE (SUREU CAVITY SC 50161 SC 5032) _ — — — — SHEATHING WEEP SCREEDjl��- SCATCH COAT (LR\ 3501) 1 1 � THIN BRICK TILE WEEP SCREED DEFLECTOR — — �— i PLAN VIEW (WSD 1309) VVI V LJP'%I IVIV VV/-%L-L- VERTICAL CONTROL JOINT AT BRICK TILE FLASHING DETAILS AT THIN BRICK TILE NOT TO SCALE 21-28A43 TPO PEEL & STICK RAIN HOOD WITH CLAMP AND PIPE FLASHING HIGH /-(BY OTHERS)RATURE SEALANT TPO SEA MASTIC CLAMPIN( (BY OTHE TPO PEEL & STICK 'IPE FLASHING TPOMEMBRANE TPO ANCHOR DISC AND ACCEPTABLE FASTENER (NOTE 1) ROOF INSULATION OUTER PIPE SLEEVE THERMAL INSULATION (IF SPECIFIED) TPO TAPE PRIMER/WASH TPO BONDING CEMENT (FOR ADHERED SPEC. ONLY) TPO AT HOT PIPE PENETRATION NOT TO SCALE 21-28A44 + 41-011 A.F.F. 0'-011 FIN. GRADE LINE SECTION ELEVATION 311x4-1/411 SHEET METAL DOWNSPOUT ATTACHED TO EXTERIOR WALL. REFER TO PLANS & ELEVATIONS FOR LOCATIONS. 1/411 FORMED GALVANIZED STEEL AT ALL DOWNSPOUT LOCATIONS. PAINT TO MATCH WALL. RUBBER GASKET BETWEEN SQUARE METAL DOWNSPOUT AND CLEAN -OUT, TYP. RAIN WATER LEADER / CLEAN -OUT TO STORM DRAIN, TYP. COORDINATE W/ MECHANICAL & CIVIL DOWNSPOUT PROTECTOR IF SCALE: 1 1 /2" = 1 I-0" 21-28A44 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON N Cfl N E J �o� ��� U U rn =_ O w °O 0 o W G-) C Lo CV m N O m 2 x V of U _9 — � Ln _ cn N >rL000 N 3 � c _ (D C? CD Z .N m M U O (D p a U Y L17 U N O cn U yam E E .a O � c- U c6 U H 0o HALF -SCALE ON 11 X17 VJ ri'� W U z - Q RESUB Jun 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES W� DEPARTMENT VJ M W J W QU ZLL W� O 2 o z J o o O — 0 CD IZT o > � W o- o o O Uj Z � Z W Q Q OEJ o H c) � � W U ()oU) U = o Q O �: z Not � 0 J WH T N O _ 02i0 zLU LI.J r'oZ f— LIJ (n REVISIONS NO. DATE BY 07/14/23 CITY 0 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A44 JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET EXTERIOR DETAILS OFFICE BUILDING A404 „� MIN. 16 GA. MIN. 9679 BACKING BY 9'-811 REGISTERED OTHERS WAGNER STYLE B ARCHITECT STAIR RAIL SEE 1 1/211 HANDRAIL BRACKET W/ *-8'-10” 1011 FIELD SPLICE, WELD DETAIL E STAIR RAIL SEE IN. (3) 1/4 x 2 DRIVE NAILS PER VENDOR SHOP DRAWINGS THERESA K. GREENE & GRIND SMOOTH --- DETAIL R426 (FIELD TRIMMING 1 1/211 POINT 'A' STATE OF WASHINGTON I " MAY BE REQ'D.) oov1'-011oov O SECTION B 1-3 TOP VIEW --- f@ CONC. WALL) 11 ��- w ±5'-2 1 /2" A. F.F. w E J 1 1/4 PIPE U LANDING v _C_ o M o WAGNER STYLE B (1.66" O.D.) \ _ _ r 1 U p oo C? _J HANDRAIL BRACKET W/ (3) 'C�` ��� v � � o U o TOP VIEW #12 SELF -DRILLING SCREWS �,`G�G - o W or 0 = SECTION B Pl?) �:, U) N N U C%) � Y cV FIELD SPLICE WELD / {' rn (@ STUD WALL) % o &GRIND SMOOTH / C CO U- E E (FIELD TRIMMING _ — L ______ d MAY BE REQ'D.) POINT B , v > "' - o .c I I U N a) M c i--- 66 a mo Uzi 1 / �C) I 0 >_ N i--- 0 � PG / - / 5Q �P i 3'-8" CLEAR 3'-8" CLEAR U Y N � cu POINT 'B' 1'-811 o W E a)( I) a� E �` --- POINT 'A' 1'-411 411 � N �/ 0 ~ o H _ U H o cn MAX (1 TREAD) END VIEW ELEVATION END VIEW ELEVATION SECTION C I----J SECTION A HALF -SCALE ON 11X17 II � � HANDRAIL EXTENSION - BOTTOM 3 HANDRAIL EXTENSION - TOP HANDRAIL EXTENSION AT WALL 00 2 w SCALE: 3/4" = 1'-0" 21-28A45 SCALE: 3/4" = 1'-0" 21-28A45 SCALE: 3/4" = 1'-0" 21-28A45 U Z - RESUB % J Jun 11 2024 1 9/16" CITY OF EDMONDS DEPARTMENT � DEVELOPMENT SERVICES W M� --- --- 1 1/21 --- --- W REF.0'-0" J W 1 1/211 1 1/211 1 1/211 1 1/211 C TOP VIEW 4411 CLEAR REQUIRED _ _z TOP VIEW TOP VIEW 41_Q11 BETWEEN HANDRAILS AT EXTERIOR RAMPS - Z FIELD SPLICE, WELD & FIELD SPLICE, WELD 3 5/8" 1/411 3,-311 4 3/ �� AND STAIRS. N W LL GRIND SMOOTH & GRIND SMOOTH O 3 5/8" �� 1 1/4% PIPE J o 11 ±11'-6" A.F.F. o (1.66 O.D.) HSS 2 1/2x1 1/2 W/ - __-_____ - ____-__ GATE FRAME (2) 1/4" MOUNTING +� LANDING p 0 STAIR RAIL SEE PLATES ANCHORED + O _ It o0 DETAIL R426 STAIR RAIL SEE TO WALL (BACKING r , �� - DETAIL R426 _ _ BY OTHERS) V p r _ r CD *1211 MIN, LATCH N W Lo ^��} ___ SIDE IF DOOR SELF CLOSING SWINGS INWARD, > LU 0 o GATE HINGE 18" MIN, IF DOOR J= Zcp C d a ----__ _------ - -------------- SWING OUT N c L \ \ I N Q Q �/ U N \ 0. O � 05 � W 0')O _voU)�U UU = END VIEW ELEVATION END VIEW ELEVATION ELEVATION Z N Z 2 Q � N O O HANDRAIL TRANSITION HANDRAIL TRANSITION SECURITY GATE - SINGLE ENLARGED PLAN - EXT. STAIR C�J Z W � 0 7 8 Wcn 6 SCALE: 3/4" = 1'-O" 21-28A45 SCALE: 3/4" = 1'-O" 21-28A45 SCALE: 3/4" = 1'-O" 21-28A45 SCALE: 1 /2" = 1'-O" GC TO PROVIDE SHOP DWGS FOR ARCHITECT APPROVAL REVISIONS NO. DATE BY Al 07/14/23 CITY 1 1/211 4'-011 MAX. TOP VIEW 3/16x1 1/4 0 FLAT BAR 1 1/211 BRACKET 3-7/811 4'-0" MAX. lot MAX. �' L? MAX ISSUE DATES -/,, -I TT y� ��,IT DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 z I ii PERMIT RECEIVED: � I ii - BID DOCS: d O ii z CONSTR. DOCS: p SHEET INFORMATION it CC) `t I N 3 7/811 ii ~ ``� 22"x34" SCALE: AS NOTED STAIR i i MAX. ii d Q PLOT DATE: 09/29/23 NOSING I I CAD FILE: 21-28A45 co STAIR i Q JOB NUMBER: 21-28 STRINGER CHECKED: TKG I DRAWN: TKG it L' 1/4x2 FLAT BAR STATUS: PERMIT SET END VIEW ELEVATION END VIEW KICK PLATE ELEVATION EXTERIOR DETAILS GUARDRAIL AT STAIR O GUARDRAIL AT LANDING PRE-FAB METAL STAIR SCALE: 3/4" = 1'-O" 21-28A45 SCALE: 3/4" = 1'-O" 21-28A45 A405 SEE FLOOR PLAN ENLARGED FIXTURE & EQUIPMENT SCHEDULESELEVATIIONS FOR & OCATION(S) ROUGH -IN REQ. FURN / INSTALL BY NO I QTY RESTROOMS R01 4 R02 4 R03 4 R04 4 R05 4 R06 4 R07 4 R08 4 R09 4 R10 4 Rll 2 R12 2 DESCRIPTION I MFR/STYLE, PRODUCT NO I ELECT PLMB I GAS I FCIC I FOIC I NIC I REMARKS/LOCATION ADA WHITE TOILET WMANUAL FLUSHOMETER AMERICAN STD MADERA 3043.001 ADA X X ADA WHITE OPEN TOILET SEAT AMERICAN STD 5901.100 ADA X TOILET SEAT COVER DISPENSER BOBRICK, B-4221 X COMBO PAPER TOWEL DISPENSER/RECEPTICAL BOBRICK, B-3942, SEMI -RECESSED OR EQ. X LIQUID SOAP DISPENSER GO-JO 800 ML BLACK BAG -IN -BOX OR EQ. X GRAB BAR SET (VERTICAL AND HORIZONTAL) BOBRICK, B-5806 OR EQ. X TOILET PAPER DISPENSER BOBRICK, B-2888 OR EQ. X ADA WALL MOUNTED LAV (WITH PIPE INSULATION) LUCERNE 0356.015 4" HOLE SPACING OR EQ. X X ADA BATTERY POWERED HAND WASHING FAUCET SET SLOAN OPTIMA PLUS, EBF-85-4-BDM OR EQ. X X X SS FRAMED MIRROR BOBRICK, 24"X36" B165-2436 OR EQ. X ALL -GENDER RESTROOM SIGN (ADA) PER GC, COORD. WITH TENANT X WOMEN'S RESTROOM SIGN (ADA) PER GC, COORD. WITH TENANT X BREAK ROOM B01 2 BREAK RM ADA S.S. SINGLE BOWL SINK & DRAIN AMERICAN STD COLONY 25x22 ADA X X B02 2 BREAK RM ADA FAUCET SET AMERICAN STD MONTERREY 7500.170 X X B03 2 BREAK RM REFRIGERATOR TENANT STANDARD X B04 2 BREAK RM MICROWAVE TENANT STANDARD X B05 2 BREAK RM PAPER TOWEL DISPENSER BOBRICK, B-5806 X B06 2 BREAK RM LIQUID SOAP DISPENSER GO-JO 800 ML BLACK BAG -IN -BOX X B07 2 BREAK RM ADA BUILT-IN DISHWASHER PER GC - BLACK SPECIAL ORDER X X X MISCELLANEOUS M01 2 HI-LO DRINKING FOUNTAIN w/ BOTTLE FILLING STATION ELKAY LZWS-EDFP217K w/ EZH2O X X X M02 2 WATER HEATER (SEE NOTE BELOW) PER GC X X M03 1 HVAC UNIT SYSTEM (SEE NOTE) PER GC X X M04 FLOOR DRAIN PER GC NOTE: THE EQUIPMENT WILL REQUIRE COMPLIANCE WITH THE ENERGY AND MECHANICAL CODES FOR INSULATION AND EFFICIENCY. c SET: 1-36", 1-42", 1-18" X X 21-0II 1--15.11 MIN. R10 GFCI R05 X04A +36" MO R08 R09 w 112A R04 v 51-011 _ N OLM Q J = m � R06 m O � Q R12 HALLWAY X02 eRO ( w / B03 z ALL -GENDER RESTROOM #2 U � X04 I � Lo cqvR01 RO EMPLOYEE BREAK ROOM N, e_, R03 0 \ X05 ':2- _ I OCFCI B07 +40�� M01 � A6.2 _ o 1611-1811 R06 O i / 6" -3611 GRAB BAR 9 - B01 B02 AX. 5'-10" 1'-10" � R07 A O A6.1 o R01 R02 F %� 4 R11 O _ — -_� D B A6.1 C N B05 B06 ALL GENDER RESTRM #11� _N o +62" R04 X03 ) GFCI +40" R08 R09 ,= GFCI R05 X03A B04 I R10 71— 811 , ENLARGED FLOOR PLAN D SCALE: 1/2" = 1'-0" 21-28A51 ROOM FINISH SCHEDULE WALL ROOM NO ROOM NAME FLOOR BASE NORTH SOUTH EAST WEST CEILING REMARKS/LOCATION 100 SHARED ENTRY FOYER LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* OPEN TO ABOVE 101 EXIT FOYER - TENANT B LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 102 HALLWAY LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 103 ALL -GENDER RESTROOM SVF1 SVF1 GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, PTX* 104 WOMEN'S RESTROOM SVF1 SVF1 GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, PTX* 105 EMPLOYEE BREAK ROOM LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 106 MECH/ELECT/TELE-COM LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 107 COMMON WORK AREA LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 108 STORAGE ROOM LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 109 WORKAREA/SHARED OFFICE LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 110 OFFICE LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 111 OFFICE LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 112 OFFICE LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 200 STAIR - TENANT B LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 201 OPEN LANDING - TENANT B LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 202 HALLWAY LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 203 ALL -GENDER RESTROOM SVF1 SVF1 GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, PTX* 204 WOMEN'S RESTROOM SVF1 SVF1 GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, FRP1, PTX* GWB, PTX* 205 EMPLOYEE BREAK ROOM LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 206 MECH/ELECT/TELE-COM LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 207 STORAGE/PRINTER AREA LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 208 OFFICE LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 209 OFFICE LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 210 LVF1 RB1 GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID 211 COMMON WORK AREA LVF1 RBI GWB, PTX* GWB, PTX* GWB, PTX* GWB, PTX* ACT & GRID NOTE: USE LIGHT ORANGE PEEL TEXTURE FOR GWB WALLS UNLESS OTHERWISE NOTED. INTERIOR FINISH SPECIFICATIONS SF/SQ/LF COLOR/MFR/STYLE & PRODUCT NO FURN / INSTALL BY AREAS DESCRIPTION FCIC FOIC NIC REMARKS/LOCATION FLOOR LVF1 LUXURY VINYL FLOORING - THROUGHOUT X SEE INT FLOOR FIN. REQ. SVF1 SHEET VINYL FLOORING X SEE INT FLOOR FIN. REQ. *NOTES: 1. COORDINATE WITH TENANT NECESSARY ADHESIVES AND TRANSITION STRIPS AS REQUIRED WITH NEW FLOORING 2. GC TO REFER TO INTERIOR FLOOR FINISH REQUIREMENTS NOTES, THIS SHEET. BASE SVF1 SHEET VINYL FLOORING - RUN UP -ONTO WALLS 6" MIN. X RB1 4" CONTINUOUS RUBBER BASE X WALLS/SUBSTRATE FRP1 FIBERGLASS REINFORCED PLASTIC WALL PANELS X GWB 5/8" GYPSUM BOARD PER GC X WR-GWB 5/8" DENSGLASS GOLD OR EXTERIOR GWB PER GC X PAINT NOT ALL LISTED PAINT SPECIFICATIONS WILL BE USED ON THIS PROJECT PT1 INTERIOR - FIELD WALL COLOR X PT2 INTERIOR - FIELD CEILING COLOR X PT3 INTERIOR - ACCENT COLOR X PT4 INTERIOR - ACCENT COLOR X *NOTES: 1. BENJAMIN MOORE PAINT COLORS SPECIFIED. GC MAY MATCH COLOR WITH DIFFERENT MFR. PER TENANT APPROVAL 2. USE LIGHT ORANGE PEEL TEXTURE FOR INTERIOR GWB WALLS UNLESS OTHERWISE NOTED. CEILING GWB 5/8" GYPSUM BOARD (USE GREEN BOARD AT WET AREAS) PER GC X WACT & GRID WASHABLE 2'x4' ACOUSTIC CEILING TILE AND GRID, WHITE ARMSTRONG PRELUDE GRID w/DUNE SECOND LK II ANGLED TEG. TILE. X *NOTE: REFER TO REFLECTED CEILING PLAN FOR LIGHTING AND MECHANICAL SPECIFICATIONS CASEWORK SS1 SOLID SURFACE 2CM QUARTZ COUNTERTOP X PLM1 PLASTIC LAMINATE - CABINET FACES & DOORS PER CABINET MFR, WHITE X MEL1 MELAMINE CASEWORK INTERIOR (WHERE OCCURS) X SEE LEVATIONS EXTERIOR FINISH SPECIFICATIONS EPT1 FOR EOCATION(S) FURN / INSTALL BY ABBREV DESCRIPTION MFR/STYLE, PRODUCT NO FCIC FDIC NIC REMARKS/LOCATION EXTERIOR FINISHES CMU1 4" GROUND OR SPLIT -FACE CMU w/ CONCRETE SILL COLOR: MEDIUM GRAY TO MATCH SIM. EPT2 X CMU2 8" OR 10" GROUND OR SPLIT -FACE CMU COLOR: MEDIUM GRAY TO MATCH SIM. EPT2 X EBR1 CONTEMPORARY BRICK VENEER COLOR: DARK GRAY/CHARCOAL TO MATCH SIM EPT1 X EFC1 FIBER CEMENT LAP SIDING SYSTEM COLOR: HARDIE PLANK LIGHT GRAY OR EQ. X PREFINISHED EFC2 FIBER CEMENT WINDOW & DOOR TRIM COLOR TO MATCH SIM. EPT1 X PRIME & PAINT EMP1 26 GA. PRE -FINISHED METAL PARAPET COPING COLOR: DARKER THAN EPT1 OR EXTRA DARK BRONZE X PREFINISHED EMP2 24 GA. PRE -FINISHED METAL FASCIA/BRAKE METAUGUTTER COLOR TO MATCH SIM. EPT1 X PREFINISHED EMP3 METAL CANOPY SYSTEM - EXPOSED METAL COLOR TO MATCH SIM. EPT1 X PREFINISHED EMP4 STOREFRONT DOOR & EXTERIOR WINDOWS COLOR TO MATCH SIM. EPT1 X PREFINISHED EMS1 VERTICAL 2" REVEAL METAL SIDING SYSTEM MFR. TBD - COLOR TO MATCH SIM EPT2 X PREFINISHED EMS2 ACCENT VERTICAL 2" REVEAL METAL SIDING SYSTEM MFR. TBD - COLOR: LIGHT GRAY TO MATCH SIM. EFC1 X PREFINISHED EMS3 HORIZONTAL 2" REVEAL METAL SIDING SYSTEM MFR. TBD - COLOR: WOOD -LOOK OR ANTIQUED COPPER X PREFINISHED EMS4 HORIZONTAL PANEL SIDING - EXPOSED FASTENERS MFR. TBD - COLOR: LIGHT GRAY TO MATCH SIM. EFC1 X PREFINISHED EMS5 METAL PANEL SOFFIT SYSTEM - MITER AT CORNERS MFR. TBD - COLOR TO MATCH SIM EPT2 X PREFINISHED EPT1 EXTERIOR PAINT OR PREFINISHED - ACCENT TRIM / METAL COLOR: DARK GRAY/CHARCOAL OR DARK BRONZE X COMMERCIAL EXTERIOR GRADE EPT2 EXTERIOR PAINT OR PREFINISHED - H.M. & COILING DOORS COLOR: MEDIUM GRAY - COOL ZINC OR EQ. X COMMERCIAL EXTERIOR GRADE RMTL METAL ROOFING SYSTEM 26 GA. PBR PANEL OR EQ. COLOR: MEDIUM GRAY X PREFINISHED RTPO TPO MEMBRANE ROOFING SYSTEM COLOR: WHITE X NOTE: GC TO PROVIDE SAMPLES AND DRAW DOWN ALL COLORS FOR OWNER AND ARCHITECT APPROVAL PRIOR TO COMMENCING WORK. EXTERIOR FINISH NOTES FIBER CEMENT SIDING SYSTEM ALL PROPOSED SIDING VENEER SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C1186, GRADE II, TYPE A (FIBER CEMENT PLANK SIDING) RECOMMENDATIONS. EXTERIOR SYSTEMS SHALL BE SO IDENTIFIED WITH LABELING LISTING FROM AN APPROVED QUALITY CONTROL AGENCY. JAMES HARDIE (OR APPROVED EQUAL) FIBER CEMENT SIDING PRODUCT GENERAL REQUIREMENTS: A, INSTALL PRODUCT SYSTEM PER MFR, REQUIREMENTS FOR 30 YEAR LIMITED WARRANTY FOR NORTHWEST ZONE, B, WHEN INSTALLING JAMES HARDIE PRODUCTS, REFER TO TECHNICAL AND INSTALLATION BULLETINS FOR EACH PRODUCT, CLEARANCE DETAILS, FLASHING AND FASTENER REQUIREMENTS WITH SPECIFIC ARRANGEMENTS AND TYPES OF FASTENERS ARE REQUIRED FOR EACH TYPE OF APPLICATION. C, ADJACENT FINISHED GRADE MUST SLOPE AWAY FROM THE BUILDING IN ACCORDANCE WITH LOCAL BUILDING CODES - TYPICALLY A MINIMUM OF 611 IN THE FIRST 10'. D. DO NOT USE WALL SIDING IN FASCIA OR TRIM APPLICATIONS, DO NOT INSTALL JAMES HARDIE PRODUCTS, SUCH THAT THEY MAY REMAIN IN CONTACT WITH STANDING WATER. DO NOT USE STAIN ON JAMES HARDIE PRODUCTS. E. PROVIDE Z-FLASHING AND SEALANT AT ALL HORIZONTAL JOINTS AND TRANSITIONS PER MFR REQUIREMENTS. F. REFER TO BUILDING AND WALL SECTIONS ON SHEET A4,1, METAL PANEL SIDING SYSTEM METAL WALL PANEL SYSTEM TO BE INSTALLED AND ATTACHED TO THE PLYWOOD SHEATHING PER MANUFACTURER REQUIRED DETAILS AND SPECIFICATIONS. ATTACH WITH #10 PAN HEAD FASTENERS AT MIN. 1211 O.C. IN LOCATIONS NOT SPECIFICALLY ADDRESSED IN THE SPECIFICATIONS. FURN / INSTALL LEGEND FCIC: FURNISHED BY GC, INSTALLED BY GC FOIC FURNISHED BY OWNER/TENANT, INSTALLED BY GC NIC: NOT IN CONTRACT (ALL FURNITURE SHOWN IS NIC, U,O.N,) 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON >_ O CAI E € J T a U � -- cl 00 Q o0 N — m�a��= 2 LU O L O N U lLU 0)Lo 1= � c T a Y 0 co IT o _ 9 ff N > C M a) -� o o m N co _ .N / _ E p a Y c`q d U N y a T CDN 0 � E t E U H �Os HALF -SCALE ON 11 X17 wz U — RESUB %Q J Jun 11 2024 WDEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES U J W U `Q 1 z LL LULL O O zJ CD O O O It �U� W 0- (D o z W O O Z W Q Q I..L O W > CV H 00 � W U0U)3U 2i U)rn0 U U U Z =()(_ N Z 0 Z J W~ U) N o2O O O = zLU wr--wC/) �'oZ REVISIONS NO. DATE BY ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A51-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET FINISH & EQUIP SCHEDULES AND ENLARGED PLAN - OFFICE BLDG A501 SEE PL FLO DOOR SCHEDULE 101A FOR LOCOARTIO (S) DOOR FRAME FIRE RATING GLASS TYPE HDWR GRP FURN / INSTALL BY NO SIZE (W X H) MATERIAL THK TYPE MATERIAL/COLOR SIZE REF DTL FCIC FDIC NIC REMARKS/LOCATION 100A PR. T-0" X 8'-0" SWING STOREFRONT 1-3/4" A DARK BRONZE 2" N/A TEMP 7 X MAIN ENTRY - TENANT A 101A PR. T-0" X 8'-0" SWING STOREFRONT 1-3/4" A DARK BRONZE 2" N/A TEMP 7 X MAIN ENTRY - TENANT B 100B T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A TEMP TEMP 4 4 X X FOYER ENTRY - TENANT A FOYER ENTRY - TENANT B 101 B T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 102A T-0" X 8'-0" SWING STOREFRONT 1-3/4" B DARK BRONZE 2" N/A TEMP 8 X EXIT DOOR - TENANT A 103A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 5 X ALL GENDER RESTROOM 104A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 5 X WOMEN'S RESTROOM 105A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 1 X BREAK ROOM 105E 2'-6" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 3 X BREAK ROOM CLOSET 106A T-0" X 7'-0" POCKET S.C. WOOD - TENANT 1-3/4" D PRE -FINISHED MTL 2" N/A TENANT X MECH/ELECT/TELECOM 108A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 3 X STORAGE ROOM 109A T-0" X T-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 1 X WORK AREA/SHARED OFFICE 110A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 2 X OFFICE 111A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 2 X OFFICE 112A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 2 X OFFICE 201A X-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A TEMP 4 X LANDING ENTRY - TENANT B 203A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 5 X ALL GENDER RESTROOM 204A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 5 X WOMEN'S RESTROOM 205A X-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 1 X BREAK ROOM 205E 2'-6" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 3 X BREAK ROOM CLOSET 206A T-0" X 7'-0" POCKET S.C. WOOD - TENANT 1-3/4" D PRE -FINISHED MTL 2" N/A TENANT X MECH/ELECT/TELECOM 207A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 1 X WORK AREA/SHARED OFFICE 208A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 2 X OFFICE 209A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1-3/4" C PRE -FINISHED MTL 2" N/A 2 X OFFICE 210A T-0" X 7'-0" SWING S.C. WOOD - TENANT 1 1-3/4" C PRE -FINISHED MTL 2" N/A 2 X OFFICE NOTES: INTERIOR METAL DOOR FRAMES TO BE TIMELY METAL BRAND OR APPROVED EQ. SEE PLAN WINDOW / GLAZING SCHEDULE (DFOR LOCOARTION(S) R.O. SIZE TOTAL MAX. REF. FURN / INSTALL BY NO QTY (SIZE W X H) MANUFACTURER PRODUCT TYPE FRAME FINISH / COLOR (TGA SF) U FACTOR DETAIL FCIC FOIC NIC REMARKS/LOCATION A 1 10'-0" X 17'-2" FIXED TBD - PER GC STOREFRONT BRONZE ANNODIZED 124 0.56 X *TEMPERED GLASS REQ. B 1 10'-0" X 17'-2" FIXED TBD - PER GC STOREFRONT BRONZE ANNODIZED 124 0.56 X *TEMPERED GLASS REQ. C 2 7'-8" X 17'-2" FIXED TBD - PER GC STOREFRONT BRONZE ANNODIZED 263 0.56 X D 4 17'-6" X 5'-2" FIXED TBD - PER GC STOREFRONT BRONZE ANNODIZED 360 0.56 X E 1 V-6" X 8'-0" FIXED TBD - PER GC STOREFRONT BRONZE ANNODIZED 12 0.56 X *TEMPERED GLASS REQ. F 2 9'-0" X 5'-2" FIXED TBD - PER GC STOREFRONT BRONZE ANNODIZED 93 0.56 X G 9 4'-6" X 5'-2" FIXED TBD - PER GC STOREFRONT BRONZE ANNODIZED 208 0.56 X H 1 4'-6" X 10'-4" FIXED TBD - PER GC STOREFRONT BRONZE ANNODIZED 46 0.56 X 1 3 1/4" X V-6" X 4'-0" TIMELY METAL CLASSIC w/TEMP GLASS PRE -FINISHED N/A N/A X *TEMPERED GLASS REQ. J 9 1/4" X V-6" X 4'-0" TIMELY METAL CLASSIC w/TEMP GLASS PRE -FINISHED N/A N/A X *TEMPERED GLASS REQ. SUM EXTERIOR WINDOW TGA: 1230 NOTES: INTERIOR METAL WINDOW FRAMES TO BE TIMELY METAL BRAND OR APPROVED EQ. DOOR TYPES: SCALE; 1/4" = 1'-0" NOTE: SEE DOOR & WINDOW SCHEDULES FOR DETAIL REFERENCES. 61-0" 31-011 31-011 31-011 WINDOW TYPES: SCALE: HARDWARE SCHEDULE INTERIOR: WORK ROOM/SHARED OFFICE LATCHSET INTERIOR: OFFICE LOCKSET INTERIOR: STORAGE ROOM LOCKSET SET QTY. TYPE SET QTY. TYPE SET QTY. TYPE SET BUTT HINGES 4 1/2 x4 1/2 2 SET BUTT HINGES 4 1/2 x4 1/2 3 SET BUTT HINGES 4 1/2 x4 1/2 1 LATCHSET w/ LEVER HANDLE 1 OFFICE LOCKSET w/ LEVER HANDLE 1 STORAGE LOCKSET w/ LEVER HANDLE 1 CLOSER 1 CLOSER 1 CLOSER 1 SILENCER 1 SILENCER 1 SILENCER 1 KICKPLATE 1 KICKPLATE 1 KICKPLATE 1 WALL STOP OR FLOOR BUMPER 1 WALL STOP OR FLOOR BUMPER 1 WALL STOP OR FLOOR BUMPER INTERIOR: HALLWAY TO TENANT AREAS INTERIOR: RESTROOM LOCKSET SET QTY. TYPE SET QTY. TYPE 4 SET BUTT HINGES PER MFR 5 SET BUTT HINGES 4 1/2 x 4 1/2 1 ENTRY LOCKSET w/ ROCKWOOD OFFSET PULLS 1 PRIVACY LOCKSET w/ LEVER HANDLE 1 CLOSER 1 CLOSER 1 SILENCER 1 SILENCER 1 KICKPLATE 1 KICKPLATE 1 WALL STOP OR FLOOR BUMPER 1 WALL STOP OR FLOOR BUMPER 1 RESTROOM SIGNAGE EXTERIOR: MAIN ENTRY PANIC HARDWARE w/ CARDREADER EXTERIOR: EXIT DOOR PANIC HARDWARE w/ CARDREADER SET QTY. TYPE SET QTY. TYPE 7 SET BUTT HINGES PER MFR $ SET BUTT HINGES PER MFR 1 PANIC HARDWARE - INTERIOR 1 PANIC HARDWARE - INTERIOR 1 ELECTRIC CARD READER 1 ELECTRIC CARD READER 1 ENTRY LOCKSET w/ ROCKWOOD OFFSET PULL 1 ENTRY LOCKSET w/ ROCKWOOD OFFSET PULL 1 CLOSER 1 CLOSER 1 SILENCER 1 SILENCER 1 KICKPLATE 1 KICKPLATE 1 WALL STOP OR FLOOR BUMPER 1 WALL STOP OR FLOOR BUMPER 1 FULL WEATHERSTRIPPING w/ SMOKE SEALS 1 FULL WEATHERSTRIPPING w/ SMOKE SEALS 1 ELECTRIC STRIKE 1 ELECTRIC STRIKE 171-811 R.O. 171-811 R.O. �A EXTERIOR © EXTERIOR © INTERIOR ❑D INTERIOR A C EXTERIOR (B)C EXTERIOR MAX U—FACTOR; 0,60 MAX U—FACTOR; 0.60 SOLID CORE WOOD SOLID CORE WOOD MAX U—FACTOR: 0.38 REFER TO SAFETY GLAZING MAX U—FACTOR: 0.38 ENTRY STOREFRONT w/ ENTRY STOREFRONT w/ DOOR w/ TEMPERED DOOR. STAIN COLOR STOREFRONT w/ NOTES UNDER GENERAL STOREFRONT w/ TEMP. SAFETY GLASS TEMP. SAFETY GLASS SAFETY GLASS, STAIN PER OWNER TEMPERED SAFETY SCHEDULE NOTES FOR SAFETY TEMPERED SAFETY COLOR PER OWNER GLASS PER SCHEDULE GLAZING REQUIREMENTS, GLASS PER SCHEDULE PROVIDE NOM 1X4 OR 2X4 CEDAR OR HARDIE TRIM AROUND OUTSIDE OF EXTERIOR DOORS & WINDOWS AT HARDIE PLANK SIDING LOCATIONS. 41-611 R.O. 91-011 R.O. 4'-4 1/2" lIv 4'-4 1/211 4'-4 1/211 eIv 4'-4 1/2" ol (§)EXTERIOR (E)EXTERIOR (F)EXTERIOR (�)EXTERIOR OH EXTERIOR MAX U—FACTOR: 0,38 MAX U—FACTOR: 0,38 MAX U—FACTOR: 0.38 MAX U—FACTOR: 0.38 MAX U—FACTOR: 0.38 STOREFRONT PER STOREFRONT w/ STOREFRONT PER STOREFRONT PER STOREFRONT w/ SCHEDULE TEMPERED SAFETY SCHEDULE SCHEDULE TEMPERED SAFETY GLASS PER SCHEDULE GLASS PER SCHEDULE OI INTERIOR 1/411 TEMPERED SAFETY GLASS OJ INTERIOR 1/411 TEMPERED SAFETY GLASS GENERAL SCHEDULE NOTES SAFETY GLAZING SCHEDULE NOTES: A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 2411 OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 6011 A.F.F., AND; OPENINGS MEETING ALL OF THE FOLLOWING: 1. BOTTOM EDGE LESS THAN 1811 FROM FLOOR, 2. TOP EDGE GREATER THAN 3611 ABOVE FLOOR. 3. GLASS AREA GREATER THAN 9 SQUARE FEET, 4. WALKING SURFACE WITHIN 3611 OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC SECTION 2406,4, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLANS, SHEETS A2.11 AND A2.12 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN ENTRY DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 111 HIGH ON A CONTRASTING BACKGROUND. THE USE OF THE KEY —OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE REQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE, FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/211 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT, F. NEW SWING DOORS TO BE LOCATED 411 OFF ADJACENT PARTITIONS TO ALLOW FOR DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. H. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR, MEASURED VERTICALLY, SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. I. VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL ON EITHER THE DOOR OR AN ADJACENT SIDELITE 43 INCHES MAXIMUM ABOVE THE FLOOR. HARDWARE SCHEDULE NOTES: A. ALL DOOR HARDWARE SHALL BE SINGLE ACTION, LEVER RELEASE TYPE HARDWARE. SCHLAGE A/L SERIES JUPITER STYLE BRUSHED ALUMINUM PASSAGE SET ON ALL INTERIOR DOORS EXCEPT RESTROOM(S), RESTROOM DOOR TO HAVE PRIVACY LOCKSET. REFER TO FLOOR PLAN FOR RH OR LH SWING. B, PROVIDE FULL WEATHER—STRIPPING ON EXTERIOR DOORS, C. ALL CLOSERS TO BE LOCATED ON INTERIOR OF THE SPECIFIED ROOM. DOOR CLOSURES TO BE INSTALLED ON ALL EXTERIOR AND INTERIOR DOORS, EXCEPT FOR THE MGR. OFFICE(S). D. 1211 STAINLESS STEEL/BRUSHED ALUMINUM KICKPLATES TO BE PROVIDED ON THE PUSH SIDE OF ALL DOORS, UNLESS OTHERWISE REQUESTED BY TENANT. E. DOOR STOPS TO BE ADDED ON WALLS FOR ALL DOORS, ROCKWOOD 409 US32D, SATIN OR BRUSHED STAINLESS FINISH. P. GC AND TENANT TO COORDINATE ALL DOOR AND CABINET HARDWARE. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. REQUIRED INTERIOR SIGNAGE: A. ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 704 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE, THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A B. BRAILLE: CONTRACTED GRADE 2 BRAILLE IS TO BE USED WHEREVER BRAILLE IS REQUIRED. DOTS TO BE .01 INCH ON CENTERS IN EACH CELL WITH .02 INCH SPACE BETWEEN CELLS. DOTS ARE RAISED A MIN. OF 0.025 INCH ABOVE THE BACKGROUND. C. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN, 1/32 INCH AND ARE TO BE SANS SERIF TYPE PONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. FURN / INSTALL LEGEND FCIC: FURNISHED BY GC, INSTALLED BY GC FOIC FURNISHED BY OWNER/TENANT, INSTALLED BY GC NIC: NOT IN CONTRACT (ALL FURNITURE SHOWN IS NIC, U.O.N,) 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON > CD 0 €� T a U �.LoMo U Q 00 Z,5 i� d N M c—�a��= LU _c ­t O L O U O W 0) Lo U) .= CN N c6 N N Y iD N �i O x E d c E 8. o _ N N > _ C14 C M 1,j _ o off$ N (3) O m _N N Z " / oo U o a Y c`q d U y = y a E V E O N U t E c`a o a U H �Os HALF -SCALE ON 11 X17 VJ rl� W U z - RESUB %Q J Jun 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES WDEPARTMENT U! In J W QU Z� W� O 2 O z J CD O O �U� LU L0 W W O � o � W z W z � W Q Q N 00 � w0W0 —vo;3= 2iU)QO CU 0_U)C/) O z N z 0 z J W F: N O O z:o 2i O zx WI-- �'oz W cn REVISIONS mn nATF RV /1\ U//"14/Z3 11 I Y 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A51-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET DOOR & WINDOW SCHEDULES OFFICE BUILDING A502 Q1 u Q c a MIN. CLEARANCE AT TOILET: T/`(`/AKICT CP/`TTnKI ann 4. Gnll AATKI %A/Tnr- NOTE- 1 TYPICAL MOUNTING HEIGHTS DIAGRAM - RESTROOM FIXTURES SCALE: 1/2" = 1'-0" ILLUSTRATED FOR REQ. CLEARANCES. REFER TO FLOOR PLAN FOR LAYOUT. LINE OF REQUIRED CLEARANCE MIRROR INSULATE WATER PIPES AND DRAIN TO PREVENT CONTACT EQUIPMENT PERMITTED IN SHADED AREA X X Q z Q � z — O ! N N N rn 811 MIN, KNEE CLEARANCE 6" MAX. TOE CLEARANCE 11-511 MIN, DEPTH 17" MAX, EXPOSED PIPES AND SURFACES � II a UNDER LAVATORIES: 30 x48 CLEAR WATER SUPPLY (BOTH HOT AND z FLOOR SPACE COLD) AND DRAIN PIPES UNDER : O LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE 48" MIN. SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES, 1511 MIN. LAV CLEARANCES SCALE: 1/2" = 1'-0" 21-28A61 12 11 A6.1 A6.1 31-0° 71-011 ----- ----- O J ,w �,� U o0 II I o B05 B01 B02 _ o B06 B04 N oo II i I � B03 a o 0 0 - N 2'-011 21-611 2'-611 c DRINKING FOUNTAIN SPEC PER TENANT. ELKAY MODEL 1- TO 1'-7" 01 EDFP217RAC SHOWN. LOW - ADA DRINKING FOUNTAIN OPERABLE HT: 3611 MAX. EQUIPMENT > X PERMITTED IN HIGH - SECOND SHADED AREA DRINKING FOUNTAIN Q X o OPERABLE HT: 38"-43" w 811 MIN, KNEE 6" MAX. TOE CLEARANCE CLEARANCE 11-511 TO NOTE: A WHEELCHAIR 1l' 7" MAX. ACCESSIBLE DRINKING FOUNTAIN F 48" MIN. UNIT LOCATED 2711 EXACTLY Q ABOVE THE GROUND OR FLOOR IS w CANE DETECTABLE AND WALL _z ° w N PROTECTION IS NOT REQUIRED, CLEAR THE 2711 HEIGHT IS EFFECTIVELY FLOOR M01 z 3 AN ABSOLUTE DIMENSION SPACE cA 'U BECAUSE IT IS THE MINIMUM o REQUIRED FOR KNEE CLEARANCE AND THE MAXIMUM SPECIFIED WALL PROTECTION co >FOR CANE DETECTION. IF LOCATED IN ICC/ANSI A117,1-2009 FIG. 307.2 & _ PATH OF TRAVEL* `r 11_611 602.2 AND IBC SECTION 1003.3 1 DRINKING FOUNTAIN CLEARANCES SCALE: 1/2" = 1'-0" 21-28A61 ADA (PER ICC/ANSI) COMPLIANCE REQUIREMENTS FOR APPLIANCES: P-LM2 UPPER CABINETS WITH TOP -FREEZER REFRIGERATOR REQUIREMENTS: ADJUSTABLE • 10OX OF THE FRESH FOOD SPACE AVAILABLE BELOW 54 INCHES MEL. SHELVES, • 50% OF THE FREEZER SPACE AVAILABLE BELOW 54 INCHES CONTROLS MUST: • BE BELOW 54 INCHES PROVIDE 1811 • BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, DEEP SHELF PINCHING OR TWISTING OF THE WRIST AT MICROWAVE • REQUIRE FORCE OF LESS THAN 5 LBS TO ACTIVATE DISHWASHER REQUIREMENTS (IF PROPOSED ON THIS PROJECT): P-LM1 COUNTER- • MAXIMUM HIGH FORWARD REACH FOR CONTROLS AND OPERATING TOP W/ MECHANISMS IS 4811; MAXIMUM LOW FORWARD REACH IS 15". BACKSPLASH • CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. • ALL RACK SPACE SHALL BE ACCESSIBLE FROM THE FRONT OF THE P-LM2 BASE MACHINE FOR LOADING AND UNLOADING DISHES. CABINETS AT ADA HT. & MICROWAVE REQUIREMENTS: ADJUSTABLE • MAXIMUM HIGH FORWARD REACH FOR CONTROLS AND OPERATING MEL. SHELF MECHANISMS IS 4811; MAXIMUM LOW FORWARD REACH IS 15". (AS SHOWN) • CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS, INV 11)mF-mL l L Cld 11)Cl. 11VIVJ BREAK ROOM INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 21-28A52 3" WIRE PULLS PLASTIC LAMINATE (PLM AT ALL EXT, SURFACES, TYP 4" RUBBER BAS AT TOE KICK T-8" CLEAR 1'-611 El ILLUSTRATED FOR MIN. CLEARANCES, REFER TO PLAN FOR EXACT FIXTURE o ORIENTATION. o 7-1" CLEAR 4'-811 MIN. El f 11_ro11 1'-3" M N, TYPICAL RESTROOM ELEVS SCALE: 1/4" = 1'-0" REFER TO DETAIL 1 FOR FIXTURE MOUNTING HEIGHTS rn CENTERLINE OF SIGN: MOUNT ON CENTER OF 6" YIN. DOOR IF SWINGS INTO THE RESTROOM, OR 91, FROM DOOR FRAME ON WALL ADJACENT TO LATCH SIDE OF RESTROOM DOOR TO ALLOW FOR 18"x18" CLEARANCE IN FRONT OF BRAILLE. 51_Qll A.F,F, 'r .1 _ 011 1I N� GENDER NEUTRAL RESTROOM SIGNAGE PICTOGRAMS SHALL HAVE A FIELD WITH A HEIGHT OF 611 MIN, CHARACTERS OF BRAILLE SHALL NOT BE IN THE PICTOGRAM FIELD, PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. SIGN SHALL COMPLY WITH ICC/ANSI 117.1 SECTION 703, TYP. ADA RESTROOM SIGNAGE SCALE: 3" = 1'-0" 21-28A61 NOTE: PARALLEL APPROACH ALLOWED IN BREAK ROOM AREA PER ADA SECTION ol 606,2 EXCEPTION 1, N I ° I k-° -- 0 �J 0 2) N o L 0 11 0 E PLASTIC LAMINATE COUNTER TOP AND BACKSPLASH (PLM1) PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED SINK & FIXTUIRES PER TENANT SPEC MELAMINE AT ALL CABINET INTERIORS TYPICAL (MWL) 3/411 ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS (NO SHELF AT SINK CABINET) III BREAK ROOM BASE CABINET SCALE: 1" = 1'-0" 21-28A61 HANDLE WALL MOUNTED FIRE EXTINGUISHER AND/OR FIRE EXTINGUISHER CABINET PROVIDE BLOCKING PER MFR, REQ. LOCATE PER FIRE MARSHALL REQUIREMENTS ('; � TYP. MOUN �—B4O. CEILING DOOR AS SPECIFIED LIGHT SWITCH; DOTTED LINE INDICATES LOCATION OF LARGER PLATE IF 511 NEEDED FOR MORE SWITCHES _ THERMOSTAT J HARDWARE SET AS SCHEDULED roll NOTE; LOCATE ELECTRICAL & TELEPHONE WALL OUTLETS & SWITCH PLATES ° 0 AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS OTHERWISE SPECIFICALLY NOTED, DUPLEX OUTLET WALL TELEPHONE OUTLET FINISH FLOOR TING HTS DIAGRAM SCALE: 1/2" = 1'-0" 21-28A61 HOT WATER COLD WATER SHUT-OFF VALVE PROVIDE SEISMIC BRACING PER COD DI -ELECTRIC UNION 1 1/411 X 18 GA. STL STRAP ASME TEMP. AND W/ 5/811 LAG BOLT VALVE EXTENSION TO MTL STUDS OR LINE ANCHOR TO CMU WALL M02 WATER HEATER 241IX 2411X411 DEEP 22 GAUGE GALV, STEEL PAN WITH 111 DRAIN WATER HEATER TO DRAIN PIPE, ROUTE BE PLACED ABOVE TO EXTERIOR OF RESTROOM CEILING BUILDING AN EXPANSION TANK IS REQ. ON THIS PROJECT, GC SUB TO INSTALL PER CODE AND CITY REQ. NOTES: PIPING IS DIAGRAMMATIC ONLY, FIELD VERIFY ACTUAL CONDITIONS, ANCHOR OR SUPPORT WATER HEATER TO BUILDING STRUCTURE TO RESIST SEISMIC FORCES PER UPC. GC TO INSTALL WATER HEATER SEISMIC BRACING WITH APPROVED COMMERCIALLY AVAILABLE STRAPPING KITS OR PER COUNTY AND WA STATE HEALTH DEPARTMENT GUIDELINES AND PROCEDURES, ;-� WATER HEATER BRACING SCALE: 1" = 1'-0" 21-28A61 am PLASTIC LAMINA (PLM2) AT ALL EXPOSED EXTER SURFACES TYPI( 3/411 ADJUSTABL SHELF ON 211 0.( SHELF CLIPS 311 WIRE PULLS PROVIDE BLOCKI BEHIND CABINET IN WALL AS RE( III BREAK ROOM UPPER CABINET SCALE: 1" = 1'-0" 21-28A61 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON g) (D CO NF E J o � �-) U� U W C 0 p � o w cz Lom22 C,4 O cn — O 00 rn `n X C � IL o 0 _QLo —_-a N >Nt N .3 a - c ? o06 Z .N m M U C� � o � a U Lo t E cn U c Qm E a� I— a� = E .a O a) c— U c6 HALF -SCALE ON 11 X17 VJ rn W U z _ - 0 RESUB Jun 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES W DEPARTMENT U/ m� W J W QU ZLL W� O o Z J o OCD O �U� Lo W LU a- � o O W c:) z W Z � W Q Q W O co c) > 00 =)W 2i U) Q O U voU)3c) U = U) U) Q 0�o2 z z 0 J W F- N O °'o2iO zLU W r'oz f- W cn REVISIONS NO. DATE BY 07/14/23 CITY 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A61-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET INTERIOR ELEVS & DETAILS OFFICE BUILDING A601 2X6 JOIST CEILING FRAMING AT 1611 O.C. w/ ACOUSTIC BATT INSULATION, PROVIDE 5/811 GWB AT CEILING. +-81-811 ACT CEILING _ PER PLAN +-8'-611 GWB CEILING _ 2X4 OR 2X6 WOOD STUDS AT 1611 O.C. w/ 5/811 GWB BOTH SIDES AND SOUND ATTENUATION BATT INSULATION IN WALL CAVITY, ALIGN NEW FINISHES WITH EXISTING. BASE PER SCHEDULE FINISH FLOOR GWB CEILING AT RESTROOMS SCALE: 3" = 1'-0" 21-28A62 PER SCHEDULE N. A❑ HEAD/JAMB SIM. PER SCHEI © SILL INTERIOR WINDOW 5/811 GWB BOTH SIDES, U.O.N, METAL OR WOOD STUD WALL PER PLAN. DOUBLE STUD (INCL. NAILER) AT HEAD AND JAMB. WOOD OR PRE -FINISHED KNOCK -DOWN METAL FRAME AND TRIM. FOR METAL FRAME; ATTACH TO WOOD NAILER WITH DRYWALL SCREW, (1) NEXT TO EACH RETAINER CLIP PER MFR. REQ. 1/411 CLEAR TEMPERED SAFETY GLASS GLASS STOP SCALE: 3" = 1'-0" 21-28A62 FINISH FLOOR LEVEL THRESHOLD NF§3TRANSITION THRESHOLD THRESHOLD AT DOOR Q N Q NOTE: INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. TYP. THRESHOLD NOT TO SCALE 21-28A62 BRACE PER DTL. 6.2 ACOUSTIC BATT INSULATION. EXTENDED 2'-0" BEYOND WALL AT ACT. 5/811 GWB BOTH SIDES U.O,N. 3-1/211 M.S., 20 GA (MIN. 3505125-30, UO.N.) AT 1611 O.C. WITH CONT. STEEL TOP AND BOTTOM TRACKS. ATTACH TO FLOOR WITH POWDER ACTUATED FASTENERS AT 3211 O.C. AND PER MFR. SPECIFICATIONS. BASE PER SCHEDULE FINISH FLOOR 1/811 FOAM TAPE TYPICAL PARTITION WALL III SCALE: 3" = 1'-0" 21-28A62 PER SCHEDULE HEAD/JAMB SIM. 8" GWB BOTH SIDES, ).N. ;4 DOUBLE STUD (INCL. FILER) AT HEAD AND kMB. ;OVIDE BACKER ROD JD SEALANT AROUND `RIMETER, TYP. STALL PER MFR. REQ. STOREFRONT SYSTEM PER SCHEDULE DOOR UNDERCUT 3/811 AT HARD SURFACE (BEYOND) BACKER ROD AND SEALANT FINISH FLOOR ELEV. 01-011 © BASE/THRESHOLD STOREFRONT INTERIOR WINDOW SCALE: 3" = 1'-0" 21-28A62 ICC/ANSI TABLE 404.2.3.1 MANEUVERING AT MANUAL SWINGING DOORS �F o\\ X L Q EXIST. ROOF FRAMING ABOVE o MIN 1 PER SCHEI \ - ANGLE AT EACH CROSS BRACE ATTACH CROSS BRACING ANGLE TO CEILING FRAMING Jill iiliiiliiJill lil IiII iilliilliil ABOVE W/ (2) POWER DRIVE \� EXPANSION TYPE ANCHORS. CEILING STRUCTURE TO BE ACT CEILING TIL ADEQUATELY SECURED TO PER RCP RESIST 5 PSF TRANSVERSE � METAL EDGE TRIM LOAD. FIRE TAPE AND SEAL � ANY PENETRATIONS THROUGH GWB. BLOCK SPACER ABOVE AND BELOW GRID AT POINT OF PROVIDE RIGID STEEL CONNECTION (RUN GRID C-STUD CHANNEL BRACE @ THROUGH) 81-011 O.C. ATTACHED WITH SHEET METAL SCREWS, EACH 5/811 TYPE 'X' GWB BOTH END AT ANGLE BRACE TO RESIST 5 PSF TRANSVERSE SIDES, U.O.N. WITH LOAD, ALTERNATE SIDES, ACOUSTIC BATT INSULATION PER WALL LEGEND, ago Ell ■ _e -11: 11 © THRESHOLD ;� PARTITIONHE AD BRACINGrA INTERIOR DOOR NOTES: /811 GWB BOTH SIDES, U.O.N. 1ETAL OR WOOD STUD TALL PER PLAN. DOUBLE TUD (INCL. NAILER) AT IEAD AND JAMB. /OOD OR PRE -FINISHED NOCK-DOWN METAL RAME AND TRIM. FOR IETAL FRAME; ATTACH TO /OOD NAILER WITH RYWALL SCREW, (1) NEXT 0 EACH RETAINER CLIP ER MFR. REQ. WOOD OR METAL DOOR PER SCHEDULE, DOOR UNDERCUT 3/811 AT HARD SURFACE. FINISH FLOOR ELEV. 0'-0" SCALE: 3" = 1'-0" 21-28A62 SCALE: 3" = 1'-0" 21-28A62 1. PROVIDE MIN. 6'-811 HEADROOM THROUGHOUT STAIRWAY. STAIR SHAFT WALL 2. PROVIDE MIN. 3611 CLEAR STAIRWAY WIDTH, PER FLOOR PLAN 3. MIN. TREAD DEPTH = 1111. MAX. RISER HEIGHT = 711; MIN. RISER HT = 411 2'1 ol 4. PROVIDE CONTINUOUS HANDRAIL AT MIN. 3411 TO MAX. 3811 ABOVE TREAD NOSING. 14 GA, x 1 1/211 x 1 1/211 x 2MIN 1 1/211 DIA. SCHED, 40 HANDRAIL CROSS SECTION DIMENSION 1-1/211 MIN. TO 211 MAX. WITH 1-1/211 MIN. CLEAR 1/2" CLIP ANGLE EACH END _EMBED STEEL HANDRAIL FROM WALL. RETURN RAIL ENDS. OF BLOCKING TOP AND 11_ 11 +34 38 ABOVE 5. PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT MIDPOINT OF STAIR RUN, TOP, BOTTOM w/ 2 - #10 x 1 1/211 + STAIR BOTTOM &ADJACENT WALL(S). SCREWS AT BLKG, & 2 - LANDING O 6. PROVIDE FULL 1-HOUR CONSTRUCTION AT ALL ACCESSIBLE AREAS UNDER STAIRS: (1) #10 SELF TAPPING SCREWS LAYER OF 5/811 TYPE 'XI G.W.B, FULLY TAPED THROUGHOUT. INTO METAL STUDS. METAL GRIP RAIL 7. GUARDRAILS SHALL BE SPACED TO PREVENT THE PASSAGE OF A 411 DIA. SPHERE„ 2 11 SUPPORT @ (MAX.) FINISH FLOOR32" q'i O.C. FINISH TO 3/411 PLYWOOD RISER MATCH HANDRAIL 1 1/211m 1 1/811 HARDBOARD HANDRAIL TREAD WITH EASED co 3x4 BLOCKING NOSING °' i ' c TYPE OF USE MINIMUM MANEUVERING CLEARANCES APPROACH DIRECTION DOOR SIDE (A) PERPENDICULAR TO DOORWAY (B) PARALLEL TO DOORWAY (BEYOND LATCH UNLESS NOTED) FROM FRONT PULL 60 INCHES 18 INCHES FROM FRONT PUSH 48 INCHES 0 INCHES (3) FROM HINGE SIDE PULL 60 INCHES 36 INCHES FROM HINGE SIDE PULL 54 INCHES 42 INCHES FROM HINGE SIDE PUSH 42 INCHES (1) 22 INCHES BEYOND HINGE SIDE (3) FROM LATCH SIDE PULL 48 INCHES (2) 24 INCHES FROM LATCH SIDE PUSH 42 INCHES (3) 24 INCHES NOTES: 1. ADD 6 INCHES IF CLOSER AND LATCH PROVIDED 2. ADD 6 INCHES IF CLOSER PROVIDED � -J 3. ADD 12 INCHES BEYOND LATCH a IF CLOSER AND LATCH HINGE Q PROVIDED. — 0- 0- HINGE Q FRONT F_ ---1 I I I (B) I PULL \LATCH 21-811 CLR. (B) US I I I— — I FRONT TYPICAL CLEARANCES AT DOORS LATCH 00 n 0 I — 1-1/411 TYP. 1111 MIN. NOSING lolov TYP. ALL HANDRAIL ENDS cr 00 SHALL HAVE MILLED 12" RADIUSED END 5/811 TYPE "X" GWB TW RETURN HANDRAIL ENDS TO WALL METAL HANGER HANDRAIL AT STAIR 1/411 MAX. (3) 2x12 CUT STRINGERS TYP, GUARDRAIL NOTE: (U.O.N. ON STRUCT. DWGS) (2) 21lx4" STRONGBACK @ PROVIDE 1-1/211 O,D, SCHED, 40 STL. GUARDRAILS AT ALL ELEVATED PATH OF TRAVEL CENTER STRINGER TYPICAL SITE AND BUILDING CONDITIONS OVER 611. PROVIDE INTERMEDIATE VERTICAL SUPPORTS 5/811 TYPE AT 51-011 SPACING, MAX., FINISH COLOR PER OWNER, FOR ELEVATED CONDITIONS OVER 11X11 GWB \-- PROVIDE FIRE BLOCKING A 3011 RISE, GUARDRAIL TO BE 4211 HIGH, MIN. AND 3/411 OR 111 INTERMEDIATE POSTS AT MIDRUN OF STAIR SPACED EQUALLY SO THAT A 411 SPHERE CANNOT PASS THROUGH. FINISH COLOR PER 771 FLOOR FINISH OWNER, GUARDRAIL INTERMEDIATE POSTS NOT REQUIRED LESS THAN 3011 RISE, TYPICAL INTERIOR STAIRWAY Q GUARDRAIL/HANDRAIL AT STAIRS SCALE: 3/4" = 1'-0" 21-28A62 1. DOORS IN A SERIES 3611 MIN. A 3. CASED OPENINGS 21- 811 CLR. Zx Z CLR. TURNING DIAMETER \ 5'-011 MIN. �tol 2. DOORS IN A SERIES SCALE: 1/4" = 1'-0" 21-28A62 SCALE: 3" = 1'-0" 21-28A53 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON N a)c)N E EJ _LoM 2_E U} O pooc'? N � a2 W Jc co 0 U o a U �� 0 O /Lu V J c 00 N N } cB x �� co IL o U — N _ > � M 2 c 66 � � m Z N N CCOD M D E 00 0 a 2 U N Y G3 8 ca � U Y Z5 E t E O co U H (9 o HALF -SCALE ON 11 X17 W U z Z RESUB %Q J Jun 11 2024 WM� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V) W J W QU Z� W� O C G o z J o cfl 0 O o U� H lo� o rn co W CD Lo z W0 O 0-1 0- o z W 2 _j Q a Q N >_ 5 G G o W c) 00 =) W UoU)�= 2 U) Q O U Q U Z = N 07 (2 z J W u) o20 O V Z x W 1 � 0 Z W cn REVISIONS 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A53-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET INTERIOR DETAILS OFFICE BUILDING A602 NOTES: 1. SUSPENDED CEILING SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH THE PRESCRIPTIVE PROVISIONS OF THE MOST CURRENT 401 FIELD TECHNICAL INFO BULLETIN "SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS, SEISMIC DESIGN CATEGORIES D, E, & F11 FROM THE NORTHWEST WALL AND CEILING BUREAU. VISIT WEBSITE AT: http://www.nwcb.or53/sites/default/files/resources 2. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM @ 12'-011 O.C. BOTH WAYS WITH NO. 12 GAUGE WIRES PER ASTM C635 AND ASTM C636. 3. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. 4. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' O.C, MAXIMUM. 5. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9. 6. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. 7. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 8. ALL PENETRATIONS SHALL HAVE A 211 OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 111 IN ALL DIRECTIONS. 9. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING. NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. 12 G.A. VERT. HANGER WIRE @ 4'-011 O.C. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 211 OF CROSS TEE INTERSECTION & SPLAYED 90° FROM E,A, OTHER 12'-0" O.C. IN BOTH DIRECTIONS W/FIRST POINT WITHIN 4'-0" FROM EA. WALL. ATTACH AT TOP PER THESE SEISMIC DETAILS MAIN RUNNER CROSS TEE AA] LATERAL FORCE BRACING ED ATTACHED 2" WALL MOLDING m�� ARM MAIL ARMS CROE 12 GA. VERT. WIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER OR CROSS TEE 811 MAX PROVIDE 3/ SPACE @ 0 WALL ACOUS. TILI 211 PERIMETER WALL ANGLE ATTACH MEMBERS @ PERIMETER & TWO ADJ. WALLS ONLY. BD VERTICAL WIRE SPACING ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG MAIN BEAM ,TTACHED WALLS ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE TTACHED WALLS F❑ PERIMETER COMPONENTS , TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS ARMSTRONG CROSS TEE © COMPRESSION POST ❑D SEPARATION JOINT 12 GA. LATERAL SUPPORT WIRE WITHIN 311 OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. 12 GA, FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. m ANNEL MOLDING 600 MAX. TYP. 450 45° RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL © TYPICAL LIGHT FIXTURE BRACINGNER 4'-011 O.C. SCALE: 3" = 1'-0" 21-28A53 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON N (1) co — E J 0 M OU `> a U} U 0 rn M w� �o���¢ U w c\j ca �' a N oo rn N o LL_ EE U - (a) CV C .3 a - 66 E a� o c� Coo I o o f Y cN U 2 L 3: E c6 cn � ¢ m D C _E L O o' U F- �C)o HALF -SCALE ON 11X17 VJ rn WZ U - 0 RESUB % JCITY Jun 11 2024 OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WM� W J W QU Z� W� O C G o Z J o co 0 O �_ o H rn W a_ o Z W 0 0� d 0 Z W Q C) d Q co OLu � CN o � Lu 0')wUo�<� Ucf) Q z N o J W~ U) N oo O O = 2 O cD Z x LU `r' r� o z w C0 REVISIONS NO. DATE BY Al 07/14/23 CITY A 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A63-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET MISC. INTERIOR DETAILS OFFICE BUILDING A603 ENVELOPE COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all R1 Administered by: C2022 NEEA, All rights reserved ENV -SUM PROJECT NOTES 9679 REGISTERED ARCHITECT Project & Applicant Information Project Title Glacier Environmental Services Office Building - 2018 WSEC For Building Department Use: I Date' Nov 11, 2022 Project Address 7509 212th Street SW Edmonds, WA 98026 Applicant Name Theresa Greene Applicant Phone 425-830-3245 Applicant Email tg.architect@comcast.net For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Office, Other Building Cond. Floor Area 4,600 Project Scope New Building Space Conditioning Categories Fully Conditioned Project Cond. Floor Area 4,600 Floors Above Grade 2 Compliance Method Compliance Method 1 - General Envelope Project Description New 2-Story Office Building 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 Prescriptive 35.06% / 0% None selected No alternates selected COMPLIES Air Barrier Testing I Air barrier testing included in project scope I Air Barrier Comments Project Title Glacier Environmental Services Office Building - 2018 WSEC IRV Date Nov 11, 2022 Scope & Space Conditioning NEW BUILDING - FULLY CONDITIONED Compliance Verification COMPLIES WindoNy-to--*yall Ratio 35.06"5, 1 Skylight -to -roof -ratio W%) Vertical Fenestration Alternate No alternates selected Opaque Envelope Assemblies Insulation R-Values Roof/Ceiling Location in Documents Assembly ID Assembly Location Cavity o Continuous ( /o penetration) 2nd Layer (MB Roof) U-Factor Net Area (SF) Insulation entirely above deck Levels of Insulation, Sheet A2.12, Section 6/A4.2 Table C402.1.4 Exterior R-38 (< 0.04%) U-0.027 2,748 U-Factor Source: WSEC Appendix A U-Factor Source Description: Is this assembly exterior or interior?: Exterior Walls Location in Documents Assembly ID Assembly Location Cavity o Continuous ( /o penetration) Insulated Wall Furring U-Factor Net Area (SF) Wood -framed and other - Commercial Levels of Insulation, Sheet A2.12, Wall Sections, Sheet A4.2 Table C402.1.2 Exterior R-21 R-0 (< 0.04%) U-0.054 2,500 Which insulation code target does wall comply with?: R-21 Cavity + Intermediate Framing U-Factor Source: WSEC Appendix A U-Factor Source Description: Wall Framing Type (Standard, Inter., Advanced): Intermediate Framing Depth: 2x6 Framing Spacing: 16" o.c. Is this assembly exterior or interior?: Exterior Slab -on -grade Floors Location in Documents Assembly ID Assembly Location Slab Edge Under Slab F-Factor Perimeter Length (SF) Unheated slab Levels of Insulation, Sheet A2.12, Wall Sections, Sheet A4.2 Table C402.1.3 At grade level R-10 R-0 F-0.54 212 Slab Insulation Method: 2 ft horizontal (no slab edge insulation) F-Factor Source: WSEC Appendix A F-Factor Source Description: Fenestration & Opaque Door Assemblies Insulation R-Values Vertical Fenestration Location in Documents Assembly ID Assembly Location Orientation Shading (PF) Fenestration SHGC Fenestration U-Factor Rough Opening (SF) Fixed - Class AW or site built Levels of Insulation, Sheet A2.12, Schedules, Sheet A5.2 Table C402.4 Exterior South/East/West Facing PF < 0.2 SHGC-0.38 U-0.38 1,102 U-Factor & SHGC Source: WSEC Appendix A U-Factor Source Description: Is this assembly exterior or interior?: Exterior Fixed - Class AW or site built Levels of Insulation, Sheet A2.12, Schedules, Sheet A5.2 Table C402.4 Exterior North Facing PF < 0.2 SHGC-0.51 U-0.38 128 U-Factor & SHGC Source: WSEC Appendix A 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 Levels of Insulation, Sheet A2.12, Schedules, Sheet A5.2 Table C402.4 Exterior South/East/West Facing PF < 0.2 SHGC-0.38 U-0.6 120 U-Factor & SHGC Source: WSEC Appendix A 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 PER 2018 WSEC ENVELOPE COMPLIANCE NOTES - BUILDING PERMIT CHECKLIST; 1. PER C103.2 ENVELOPE THERMAL PERFORMANCE COMPLIANCE PATH: PRESCRIPTIVE PERFORMANCE WITH HIGH COMPONENT PERFORMANCE FENESTRATION U-FACTOR AND SHGC, 2. PER C303.11, C303.1,2; INSULATION IDENTIFICATION: GC TO VERIFY THAT IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION INSTALLED SUCH THAT THE MARK IS READILY OBSERVABLE DURING INSPECTION. 3. PER C303.1,3, C402.4.3: FENESTRATION PRODUCT RATING: FENESTRATION PRODUCTS SHALL BE LABELED WITH RATED U-FACTOR, SHGC, VT, AND LEAKAGE RATING. U-FACTORS, SHGC AND VT VALUES ARE INDICATED IN FENESTRATION SCHEDULES. 4. PER C303.1.1, C402,21: GENERAL INSULATION INSTALLATION; REFER TO SECTIONS AND DETAILS ON SHEETS A4.1 THROUGH A4.5 FOR INSTALLATION METHODS, THICKNESS, DENSITIES AND CLEARANCES TO ACHIEVE THE INTENDED R-VALUE OF ALL INSULATION MATERIALS. WHERE TWO OR MORE LAYERS OF RIGID INSULATION WILL BE USED, EDGE JOINTS BETWEEN LAYERS ARE TO BE STAGGERED. 5. PER C103.21 C402.2.1; ROOF ASSEMBLY INSULATION: U-FACTOR OF CONTINUOUS ROOF INSULATION ENTIRELY ABOVE DECK PER A102.2.6 CONTINUOUS R-VALUE TO BE R-38. TAPERED INSULATION ON TOP OF R-381 AS REQ. THERESA K. GREENE STATE OF WASHINGTON N (DQ0 E EJ p oo C) 0c) c? U} O N � �_ w-C � 0 U o a U W Cq O � E T N C7� � X i C c�fl LL o E U °_'LID N > a) .3 ce) n c o � � m � U E Q �_ 0 C) O O o a 8 U^` Y V o Q) E co 3 - c (Da) E E L E I- 0 C U � moo 6. PER C402.2.4; C303.2.1: ABOVE/BELOW GRADE WALL INSULATION: WALL AND CRAWL SPACE INSULATION IS PRESCRIPTIVE PERFORMANCE. THE METHOD OF FRAMING FOR WOOD HALF -SCALE ON 11X17 CONSTRUCTION IS STANDARD (STD). (� 7. PER C402,411.2 FENESTRATION ALTERNATES: COMPONENT PERFORMANCE HIGH PERFORMANCE FENESTRATION U-FACTOR AND W SHGC REQUIRED FOR ENVELOPE COMPLIANCE. Z - RESUB 8. PER C402.4.3: PERMANENT SHADING DEVICES: REFER TO ENVELOPE Q SUMMARY FOR ENTRY CANOPY PROJECTION FACTOR Jun 11 2024 CALCULATIONS (EQUATION C4-6) AND ASSOCIATED MINIMUM SHGC ��// J FOR NORTH AND NON -NORTH ORIENTATIONS. L.L CITY OFEDMONDS DEVELOPMENT SERVICES W DEPARTMENT 9. PER C402.5.51 C403.7.81 0406.9: BUILDING AIR LEAKAGE TEST: REDUCED AIR INFILTRATION ENERGY CREDIT: V J M LJJ GC TO SUBMIT AIR BARRIER TEST REPORT TO JURISDICTION ONCE TEST IS COMPLETED, IF TEST RESULTS EXCEED 0.17 CFM/FT2 AT J W 0.3 IN. WG (75 PA); ALL DOCUMENTATION REQUIREMENTS PER C103.2 AND C406.9), THEN VISUALLY INSPECT AIR BARRIER AND v SEAL NOTED SOURCES OF LEAKAGE AND SUBMIT A FOLLOW-UP REPORT TO JURISDICTION NOTING CORRECTIVE MEASURES TAKEN. GC TO INCLUDE AIR BARRIER TEST REPORT IN COMPLIANCE DOCUMENTATION PROVIDED TO OWNER. MECHANICAL NOTE: ALL AIR RELIEF, OUTSIDE AIR INTAKE AND LJJ O EXHAUST OPENINGS SHALL BE PROVIDED WITH DAMPERS IN 5 ACCORDANCE WITH MECHANICAL SECTION C403.7.8. G J o C0 10, PER C103.6,3; PROJECT CLOSE OUT DOCUMENTATION REQ; PROJECT Q o CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLE O - 'IT WSEC ENVELOPE COMPLIANCE FORMS AND CALCULATIONS, AND 1 `J >_ o 0) FENESTRATION NFRC RATING CERTIFICATES. cy- W LO 0_ W O � Z Q_ Z a W Q Q 5 0 G0 OW N 00 � W U U0U)3:= 2 C) �QO _ (2 � Z Z N O J W U) o 2 O UZXrLZ W � Lou(n REVISIONS NO. DATE BY /I\ 0 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A61-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET 2018 WSEC ENVELOPE & MECH COMPLIANCE FORMS A701 LIGHTING COMPLIANCE SUMMARY 11111111 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all R1 Administered by: ©2022 NEEA, All rights reserved LTG -SUM PROJECT NOTES 9679 REGISTERED ARCHITECT Project & Applicant Information Project Title Glacier Environmental Services Office Building - 2018 WSEC For Building Department Use: I Date' Nov 11, 2022 Project Address 7509 212th Street SW Edmonds, WA 98026 Applicant Name Theresa Greene Applicant Phone 425-830-3245 Applicant Email tg.architect@comcast.net For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Office, Other Building Cond. Floor Area 4,600 General Project Types New Building New Building or Addition Lighting Scope g g p Interior Lighting Exterior Lighting Alteration Lighting Scope Project Cond. Floor Area 4,600 Floors Above Grade 2 Compliance Method Compliance Method 1 - General Lighting Project Description Lighting Compliance Scope Project Type Interior / Exterior (Interior includes both interior &parking) Luminaire Replacement Scope Compliance Method LPA Calculation Adjustment Compliance Verification New Building Interior Lighting Space by space No Calculation Adjustments selected COMPLIES and Method New Building Exterior Lighting Not applicable to exterior COMPLIES Additional Efficiency Options Included Reduced lighting power density credit Enhanced lighting controls credit Project Title Glacier Environmental Services Office Building - 2018 WSEC Date Nov 11, 2022 Lighting Power Calculation NEW BUILDING - INTERIOR LIGHTING Compliance Verification COMPLIES Compliance Method Space by space LPA Calculation Adjustment none Interior Lighting Power Allowance - Space by Space General Space Type Specific Space Type Ceiling Height (Ft) Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed (SF x LPA x 1) Total Proposed Watts (LPD + Display LPD) Compliance Status Atrium Less than 40 ft ceiling 260 0.39 101 Copy/print room 272 0.31 84 Lounge/breakroom General 288 0.59 170 Office Enclosed > 250 sf 1,232 0.66 813 Office Open plan 1,650 0.61 1,007 Restroom General 346 0.63 218 Stairwell General 1 324 1 0.49 159 Storage room Less than 50 sf 84 0.51 43 Proposed Total LPD 2569 Totals 2,595 2,569 COMPLIES Proposed Lighting Power Density Fixture Type Fixture ID Quantity of Fixtures (#F) Watts or Wattage Limit per Fixture (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Direct / indirect pendant Entry Pendant Light 6 40 240 Recessed downlight 6" Recessed Can Light 6 17 102 Recessed downlight 2X4 LED Recessed 30 53 1,590 Recessed downlight 2X4 LED Recessed 10 53 530 Wall -mounted Restroom Lav Fixture 4 23 92 Other fixture type Exit Sign w/90 minute Battery Backup 5 3 15 Proposed Total LPD 2569 Project Title Glacier Environmental Services Office Building - 2018 WSEC Date Nov 11, 2022 Proposed Fixtures Details NEW BUILDING - INTERIOR LIGHTING Fixture Type/Application Fixture ID Location in Documents Lamp Type New or Existing -to -Remain Individual Fixtures Direct / indirect pendant Entry Pendant Light A2.32 LED New Fixture Description: Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Step dimming Do these fixtures require specific application lighting controls?: None required Recessed downlight 6" Recessed Can Light A2.31 & A2.32 LED New Fixture Description: 6" Recessed Can Light Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Recessed downlight 2X4 LED Recessed A2.31 & A2.32 LED New Fixture Description: 2X4 LED Recessed Troffer Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Step dimming Do these fixtures require specific application lighting controls?: None required Recessed downlight 2X4 LED Recessed A2.31 & A2.32 LED New Fixture Description: 2X4 LED Recessed Troffer Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Wall -mounted Restroom Lav Fixture A2.31 & A2.32 LED New Fixture Description: Restroom Lav fixture Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Other fixture type Exit Sign w/90 minute Battery Backup A2.31 & A2.32 LED New Fixture Description: Exit Light Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Project Titicel Glacier Environmental Services Office Building - 2018 WSEC Date Nov 11, 2022 Lighting Power Calculation NEW BUILDING - EXTERIOR LIGHTING Compliance Verification I COMPLIES Exterior Lighting Zone ZONE 3 Base Site Allowance 500 Exterior Tradable Lighting Power Allowance Tradable Surface Tradable Surface Sub -Type Surface Area (SF) LPA (Watts/SF) Linear Feet (LF) LPA (Watts/LF) Total Watts Allowed (LPA x SF) or (LPA x LF) Total Tradable Proposed Watts Tradable Compliance Status Building grounds Landscaping 700 0.04 28 Building grounds Walkways < 10 feet wide 212 0.60 127 Building entrances and exits Entry canopies 168 0.40 67 Base Site Allowance 500 Totals 722 444 1 COMPLIES Proposed Tradable Lighting Power Density Fixture Type Fixture ID Tradable Surface Type Quantity of Fixtures (#F) Watts or Wattage Limit per Fixture (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Canopyl Entry Canopy Surface Mounted Fixture Building entrances and exits - Entry canopies 1 6 39 234 Wall -mounted Exterior Wall -Pack Building grounds - Walkways < 10 feet wide 5 30 150 Wall -mounted Exterior Wall -Pack Building grounds - Landscaping 2 30 60 Tradable Proposed Total 444 PER 2018 WSEC LIGHTING COMPLIANCE NOTES - LIGHTING, MOTOR, AND ELECTRICAL PERMIT CHECKLIST: 1. PER C405.2.2; METHOD OF AUTOMATIC SHUT-OFF CONTROL; GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE THE METHOD OF AUTOMATIC SHUT-OFF CONTROL DURING UNOCCUPIED PERIODS (OCCUPANCY SENSOR, TIME SWITCH OR DIGITAL TIMER SWITCH) FOR ALL LIGHTING ZONES OR WHICH TIME SWITCH CONTROL EXCEPTION APPLIES 2. PER C405.2.1, C405.2.1.1: OCCUPANCY SENSOR CONTROLS; GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE THE SPACES SERVED BY OCCUPANCY SENSORS AND WHETHER OCCUPANCY SENSOR CONTROLS ARE CONFIGURED TO BE MANUAL -ON, AUTOMATIC 50%-ON, OR SERVE A SPACE ELIGIBLE FOR AUTOMATIC 100%-ON PER EXCEPTION. OCCUPANCY SENSORS ARE REQUIRED IN SPACES 300 SQUARE FEET OR LESS THAT ARE ENCLOSED BY FLOOR -TO -CEILING HEIGHT PARTITIONS INCLUDING BUT NOT LIMITED TO: CLASSROOMS/LECTURE/TRAINING ROOMS, CONFERENCE/MEETING/MULTIPURPOSE ROOMS, COPY/PRINT ROOMS, LOUNGES, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, STORAGE ROOMS, JANITORIAL CLOSETS, LOCKER ROOMS, WAREHOUSE SPACES. 3. PER C405.2.4.2, C405.2.4.3: DAYLIGHT ZONES - SIDELIGHT: SEE REFLECTED CEILING PLAN, SHEET A2.3 FOR PRIMARY AND SECONDARY SIDELIGHT DAYLIGHT ZONE AREAS SERVED BY DAYLIGHT RESPONSIVE CONTROLS, INCLUDING AREAS OF EACH ZONE. REFER TO ENV -SUM NOTE 6 ON SHEET A5.2 REGARDING ADDITIONAL REQ. REGARDING PRESCRIPTIVE MAXIMUM VERTICAL FENESTRATION AREA WITH DAYLIGHT ZONES AND CONTROLS. 4. PER C405.2.4: DAYLIGHT RESPONSIVE CONTROLS: GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE THE LIGHTING LOAD REDUCTION METHOD - CONTINUOUS DIMMING, OR STEPPED DIMMING THAT PROVIDES AT LEAST TWO EVEN STEPS BETWEEN 0%-100% OF RATED POWER, DAYLIGHT SENSING CONTROLS ARE TO BE CONFIGURED TO COMPLETELY SHUT OFF ALL CONTROLLED LIGHTS IN THE LIGHTING ZONE. GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE MANUAL LIGHTING CONTROL AND APPLICABLE AUTOMATIC LIGHTING CONTROL 5. PER C405.4.2.2: SPACE -BY -SPACE METHOD; THE REQUIRED WSEC COMPLIANCE FORM HAS BEEN COMPLETED AND SUBMITTED WITH THIS PERMIT. GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE A TOTAL PROPOSED WATTAGE THAT DOES NOT EXCEED MAXIMUM ALLOWED WATTAGE, 6. PER C405.2.7; EXTERIOR LIGHTING CONTROLS: GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE THE EXTERIOR LIGHTING PLANS AND FIXTURE SCHEDULES THE AUTOMATIC LIGHTING CONTROL METHOD, CONTROL SEQUENCE, AND LOCATIONS SERVED. FOR BUILDING FACADE AND LANDSCAPE LIGHTING, INDICATE AUTOMATIC CONTROLS SHUT OFF LIGHTING AS A FUNCTION OF DAWN/DUSK AND FIXED OPENING/CLOSING TIME. FOR ALL OTHER EXTERIOR LIGHTING, INDICATE AUTOMATIC CONTROLS SHUT OFF LIGHTING AS A FUNCTION OF AVAILABLE DAYLIGHT; INCLUDE CONTROL SEQUENCE THAT ALSO REDUCES LIGHTING POWER BY AT LEAST 30% BETWEEN 12AM-6AM, OR FROM 1 HOUR AFTER CLOSING TO 1 HOUR BEFORE OPENING, OR BASED UPON MOTION SENSOR. 7. PER C405.5.1: EXTERIOR BUILDING GROUNDS LIGHTING CONTROLS: FOR BUILDING GROUNDS FIXTURES GREATER THAN 100 WATTS, GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE WHETHER FIXTURES HAVE EFFICACY GREATER THAN 80 LUMENS OR; ARE CONTROLLED BY MOTION SENSOR, OR ARE EXEMPT LIGHTING PER C405.5.2. 8. PER C405.2.5 (LISTED AFTER C405.2.7): AREA CONTROLS - MASTER CONTROL SWITCHES AND CIRCUIT POWER LIMIT: GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE LOCATIONS) OF MASTER CONTROL SWITCHES) INTENDED TO CONTROL MULTIPLE INDEPENDENT SWITCHES; CIRCUIT BREAKER MAY NOT BE USED AS A MASTER CONTROL SWITCH. VERIFY THAT NO 20 AMP CIRCUIT CONTROLLED BY A SINGLE SWITCH OR AUTOMATIC CONTROL IS LOADED BEYOND 80%. 9. PER C405.5,2: TOTAL CONNECTED EXTERIOR LIGHTING POWER: GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INCLUDE ALL LUMINAIRES IN LIGHTING FIXTURE SCHEDULE; INDICATE FIXTURE TYPES, LAMPS, BALLASTS, AND MANUFACTURER'S RATED WATTS PER FIXTURE AND COORDINATE WITH THE REFLECTED CEILING PLAN, SHEET A2.3. IF APPLICABLE, IDENTIFY EXTERIOR APPLICATIONS ELIGIBLE FOR LIGHTING POWER EXEMPTION ON PLANS AND IN COMPLIANCE FORMS; INDICATE EXCEPTION APPLIED; INDICATE THAT EXEMPT EXTERIOR LIGHTING IS CONTROLLED INDEPENDENTLY FROM NON-EXEMPT EXTERIOR LIGHTING; INCLUDE EXCEPTION CLAIMED FOR EACH FIXTURE OR GROUP OF FIXTURES UNDER EXCEPTION CATEGORY. 10. PER TABLE C405.5.2(1): EXTERIOR LIGHTING ZONE; GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE BUILDING EXTERIOR LIGHTING ZONE. 11. PER C405.5.1: EXTERIOR BUILDING GROUNDS LIGHTING: FOR BUILDING GROUNDS FIXTURES RATED AT GREATER THAN 100 WATTS THAT ARE COMPLYING BASED ON EFFICACY, GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE RATED LAMP EFFICACY (IN LUMENS PER WATT) IN FIXTURE SCHEDULE. 12. PER C405.5.2: EXTERIOR LIGHTING POWER CALCULATIONS: THE REQUIRED LTG -SUM COMPLIANCE FORM HAS BEEN COMPLETED AND SUBMITTED WITH THIS PERMIT. GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE PROPOSED WATTAGE FOR EXTERIOR LIGHTING PLUS BASE SITE ALLOWED DOES NOT EXCEED MAXIMUM ALLOWED. 13. PER C103.6.3: PROJECT CLOSE OUT DOCUMENTATION REQUIREMENTS; PROJECT CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING WSEC LIGHTING COMPLIANCE FORMS AND CALCULATIONS THAT DOCUMENT ALL INTERIOR AND EXTERIOR LIGHTING AREA AND / OR SURFACE TYPES, LIGHTING POWER ALLOWANCES AND INSTALLED DENSITIES. THERESA K. GREENE STATE OF WASHINGTON N (D Q0 E E J } M CO p(Mc? U O N �_���_ g w� 85 V o a U W E NCo 2 O � E T N O� � X i c 0 of UD N a) U .3 CO n c .N o� a)m c Z co U co E Q O 000 o . a Y VU) 0 � E cz cz o 3 c U -!E (D � L EE � C U O 0 HALF -SCALE ON 11X17 V! rn Wz U - QJ RESUB % Jun 11 2024 WMD CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W J W U `Q 1 ZLL W LL O C G o z J CD 0 O > W W W 0 O cfl LO o o z Z W5 Q Q o t- H G G O W > N 00 � W U0U)�o U C) Z _ � (2 Z J W U) N oo O 2 O UZX�0Z W W (n REVISIONS NO. DATE BY U 0 A 0 ZL ZL ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 22"x34" SCALE: AS NOTED PLOT DATE: 09/29/23 CAD FILE: 21-28A62-OB JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET 2018 WSEC LIGHTING COMPLIANCE SUMMARY FORM A702