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APPROVED BLD BLD2020-1092+Architectural_Plan+10.15.2020_2.40.36_PMS ound Credi Edmonds Floor 1 • t Unioti Approved by Fire 11/12/2020 AFM k_/F�tterer ........ Separate Fire Alarm Permit, Exit signs and emergency lighting on final fire. Aill- ' • •- T -• i t it Ill 91 f.ir T gil —qW y V _ r 'illi #i J h DAYTON ST ell I 1 r jp-1 i IWO- F Mill. if � •' i I k i i _ I f r - SUBMITTALS: MECHANICAL PERMIT FIRE ALARM SYSTEM ELECTRICAL PERMIT FIRE SPRINKLER SYSTEM PLUMBING PERMIT • DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE (ARCHITECT/ENGINEER OF RECORD) FOR REVIEW PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL. • NO WORK SHALL PROCEED ON ANY DEFERRED SUBMITTAL ITEMS UNTIL THE DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL AND PERMIT OBTAINED. T11ib # - j6VI ft I r r Pip, or pk- .0, E i JA T 49* %P 'Ott 4. f z t I 1 J , glib f; r 10 r 1 I � jr i er { Sheet List Table Sheet Number Sheet Title 1-0.0 Cover Sheet & Site Plan 1-0.1 General Notes & Symbols I—CS-1 Exit Plan and Codes Summary 1-1.1 Demolition Plan 1-3.1 Floor Plan I-4.1.1 Demo Reflected Ceiling Plan 1-4.1.2 Reflected Ceiling Plan 1-5.1 Power and Equipment Plan 1-6.1 Finish Plan 1-8.1 Interior Elevations 1-9.1 Construction Details 1-9.2 Ceiling Details 1-9.3 Casework Details 1-10.1 Door Schedule Elevations Details CODE INFORMATION: # PROJECT ADDRESS: APPLICABLE EDITIONS OF BUILDING CODES: 1 r SOUND CREDIT UNION 202 5TH AVE S. BUILDING 2015 INTERNATIONAL BLDG CODE (IBC), EDMONDS, WA 98020 CODE WAC 51-50 FIRE CODE 2015 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B&C 11# CONSTRUCTION TYPE: ENERGY CODE 2015 WASHINGTON STATE ENERGY CODE VB (WSEC), WAC 51-11 MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE (IMC), ZONE: CODE WAC 51-52 � BD1 ELECTRICAL 2017 NATIONAL ELECTRICAL CODE (NEC) (NFPA OCCUPANCY: CODE 70) + PART 1 AND PART 3, 2009 Ill B WASHINGTON CITIES ELECTRICAL CODE WITH APPLICABLE RW 19.28 & WAC 296-46B TENANT SQUARE FOOTAGE: PLUMBING 2015 UNIFORM PLUMBING CODE (UPC), WAC 2,483 SF CODE 51-56 & 51-57 INCL. APPENDIX CHAPTERS H & L — EXCL. SECTIONS 1-5-1-7 & "LAWN AREA OF WORK: SPRINKLER HEAD" FROM TABLE 6-4 OF 2,483 SF APPENDIX L ZONING CODE CITY OF EDMONDS ACCESSIBILITY PER ICC A117.1-2009 ACCESSIBLE AND - . 'a.. 1.=111 CODE USABLE BUILDINGS AND FACILITIES i DESCRIPTION: r TAX PARCEL #: 27032300407700 op VICINITY MAP: DAYTON ST DAYTON ST . LU 'it _ P ROJ E r CT TEAM: F PROPERTY OWNER: _ SOUND CREDIT UNION k _ 1331 BROADWAY PLAZA �� .� TACOMA, WA 98402 (253) 284.8296 C- DEVIN POMPA DPompa@soundcu.com ' ARCHITECT■ 'r JPC ARCHITECTS, LLC + 909 112TH AVE NE SUITE 206 BELLEVUE, WA 98004 (425) 641-9200 TERESA PORTMAN — EXT. 370 Teresap@jpcarchitects.com MOLLY SALING — EXT. 335 Mollys©jpcorchitects.com FURNITURE: CATALYST WORKPLACE ACTIVATION 10848 EAST MARGINAL WAY S TUKWILA, WA 98168 (206) 762-8818 JANINE PERROTTI jperrotti@catalystactivation.com �1O O N LU Z CD O 00 N � Qa C- N N /•� / VAS �.�/•�AW♦ V ` W Sound Credit Union Edmonds 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TP NO. 20-0317 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE B�ty mondsl' Building Department ---------------------------- Work T/I Address 202 5TH AVE S Owner SIUND CREDIT UNION Approved Date 11-16-2020 Permit Number BLD2020-1092 ON JOB SITE 08.24.2020 50% DID SET 10.09.2020 BID SET 10.13.20 PERMIT SFT sss9 REGISTERED ARCHITECT K A. ETE S N Cover Sheet & Site Plan 1-0.0 RECEIVED © 2018, JPC ARCI WI W020 CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT 3 7 m 3 X F- U 0 U) ABBREVIATIONS: GENERAL NOTES: 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO A/C AIR CONDITIONING 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING VISIBLE JOINTS TO A LEVEL 4 FINISH UNLESS OTHERWISE NOTED. PATCH AND REPAIR SURFACES ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE AHJ AUTHORITIES HAVING JURISDICTION CONSTRUCTION. ALIGNED. ALT. ALTERNATE APPROX. APPROXIMATE 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS BD BOARD CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. BLDG BUILDING CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS BILK BLOCK ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. BLKG BLOCKING BE PAID FOR BY THE CONTRACTOR. BOT BOTTOM B/S BUILDING STANDARD 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN BU BUILT UP 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, DRYWALL/MILLWORK CONDITIONS. EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING CAB CABINET CLG CEILING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS CLR CLEAR(ANCE) REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. COL COLUMN LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN CONC CONCRETE COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL CONS CONSTRUCTION SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4' 0" HT. ALL CONCEALED LUMBER &BLOCKING CONT CONTINUOUS CORR CORRIDOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY TO BE FIRE TREATED. CPT CARPET FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CT CERAMIC TILE CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. CTR CENTER CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE DEMO DEMOLITION SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION DTL DETAIL SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ESTIMATING/BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DF DRINKING FOUNTAIN OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE DIA DIAMETER 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR (MOISTURE TEST) FOR ALL "ON GRADE SLAB CONDITIONS". THIS INFORMATION SHOULD THEN BE DIM DIMENSION DN DOWN WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING DR DOOR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. REPRESENTATIVE(S), AND FLOORING SUB -CONTRACTOR FOR REVIEW AND APPROVAL OF DWG DRAWING NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE 1 WEEK IN ADVANCE OF THE () APPLICABLE MATERIALS AND ANCILLARY INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST DRW DRAWER TIME WORK IS TO COMMENCE. CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL E EAST PERFORM THE FOLLOWING TESTS: EA EACH 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF EL ELEVATION ELEC ELECTRICAL WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) ELEV ELEVATOR TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF EQ EQUAL 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EQUIP EQUIPMENT SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. EDITION OF ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE EST ESTIMATE EXIST EXISTING OF CONCRETE SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN EXP EXPANSION 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO FEC FIRE EXTINGUISHER CABINET INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT FF FACTORY FINISH PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. FH FULL HEIGHT FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). FIN FINISH(ED) FLR FLOOR IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO FLUOR FLUORESCENT 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE FDIC FURNISH BY OWNER, OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC INSTALL BY CONTRACTOR FOS FACE OF STUD(S) FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR FOC FACE OF CONCRETE 9. CONTRACTOR SHALL PROVIDE 18-GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FOF FACE OF FINISH WALL -MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT FT FOOT/FEET CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE FUR FURRED/FURRING 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. GA GAUGE 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) GC GENERAL CONTRACTOR 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, GL GLASS/GLAZING COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE GWB GYPSUM WALL BOARD AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO-GRAPH AND/OR X-RAY) TO LOCATE HC HOLLOW CORE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB HCPD HANDICAPPED 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT HDR HEADER ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING). FOR FUTURE RE -INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING HDWR HARDWARE HIM HOLLOW METAL EXCAVATION BACKFILL AND RE -COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD )' HORIZ HORIZONTAL 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE -INSTALLATION, DISCARD HR HOUR PERSONNELPASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURYBARRIERS SHALL , . AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE -COMPACT FILL SOIL TO AT LEAST HT HEIGHT BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D HVAC HEATING VENTILATING CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT 1557 TEST PROCEDURE. RE -INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH AIR CONDITIONING FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE RESISTANT INSUL INSULATION BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY-150 JAN JANITOR REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE JT JOINT ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN KIT KITCHEN MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE LAM LAMINATE(D) PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER LAV LAVATORY INSTALLATION. CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND LH LEFT HAND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED MAX MAXIMUM MECH MECHANICAL DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL MTL METAL FIRE/LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND MEZ MEZZANINE REQUIREMENTS. MFR MANUFACTURE(R) 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING MIN MINIMUM MISC MISCELLANEOUS OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & MTD MOUNTED RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OPERATIONAL MANNER. MUL MULLION OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM N NORTH INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY 35. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, NIC NOT IN CONTRACT THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. NTS NOT TO SCALE ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS. OA OVERALL 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE OC ON CENTER OD OUTSIDE DIAMETER COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN 37. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL OH OPPOSITE HAND DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNERTHROUGH CONCRETE SLABS OR . FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL OPNG OPENING WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY OF TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A BASIS OF DESIGN. HOWEVER, IT P-LAM PLASTIC LAMINATE STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK PNL PANEL PR PAIR PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE THAT ADDRESSES ALL EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER PTN PARTITION SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. RAID RADIUS ADJACENT EXISTING WORK. RB RESILIENT BASE RT RESILIENT TILE REF REFERENCE 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, REFR REFRIGERATOR RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. REINF REINFORCING FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" REQ REQUIRED PER FOOT. REV REVISION RH RIGHT HAND RM ROOM 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING RO ROUGH OPENING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT S SOUTH ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE Sc SOLID CORE SEAL SEALANT SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR SECT SECTION APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE SHT SHEET BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE SIM SIMILAR CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL STL STEEL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS STOR STORAGE RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. STRUC STRUCTURAL SUSP SUSPENDED 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL TEL TELEPHONE DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE TEMP TEMPERED DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. TFTI TENANT FURNISHED & TENANT INSTALLED 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF THK THICKNESS) THRESH THRESHOLD ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES TV TELEVISION INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS, TYP TYPICAL PLUMBING AND PLUMBING EQUIPMENT. SYMBOL LEGEND: UNFIN UNFINISHED LINO UNLESS NOTED OTHERWISE 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 2306 ROOM NUMBER REFERENCE VCT VINYL COMPOSITION TILE 5 DETAIL REFERENCE BUBBLE VEN VENEER 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. I-10.3 VERT VERTICAL 2306 DOOR NUMBER REFERENCE. VESTI VESTIBULE VFY VERIFY VWC VINYL WALL COVERING 0 REVISION REFERENCE " JOB NORTH W WEST/WIDE W/ WITH REFERENCE KEY © WD WOOD-10.3 INTERIOR ELEVATION SYMBOL (REFER TO SHEET/KEY NOTES) W/O WITHOUT WT WEIGHT cn H U w F__ 2 U a U CL MMO), Sound Credit Union Edmonds 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TP NO. 20-0317 sss9 REGISTERED ARCHITECT K A. ETE S N JURISDICTION STAMP General Notes & Symbols I-0.1 RECEIVED © 2018, JPC ARCI j4 b T1 dJG2020 CITY OF`JE'DMMONDS DEVELOPMENT SERVICES DEPARTMENT T U Z N z L0 N W w ~ E z a c Code Calculations: 1. REQUIRED EGRESS WIDTH: 1.1. EGRESS WIDTHS REQUIRED PER 2015 IBC 1005.3.1 & 1005.3.2: 1.2. OTHER COMPONENTS: 0.2"/OCCUPANT 2. OTHER EGRESS COMPONENTS WIDTH REQUIRED: 47 * 0.2 = 9.4" MINIMUM. 72" WIDTH EGRESS DOOR AT EAST EXIT AND 36" EGRESS DOOR AT WEST EXIT PROVIDED. 3. (1) MINIMUM EXITS REQUIRED PER 2015 IBC 1006.2.1. (2) EXITS HAVE BEEN PROVIDED. 4. ALL CONFERENCE ROOMS UNDER 50 OCCUPANTS (OR 750 SF) TO BE CONSIDERED B OCCUPANCY PER IBC 303.1.2. 5. "COMMON PATH OF EGRESS TRAVEL" FOR B OCCUPANCY TO BE 100'-0" OR LESS AS ALLOWED PER 2015 IBC TABLE 1006.2.1. 6. "EXIT ACCESS TRAVEL DISTANCE" FOR B OCCUPANCY TO BE 300'-0" OR LESS AS ALLOWED PER 2015 IBC TABLE 1017.2. 7. DEAD-END CORRIDORS TO BE LESS THAN 20'-0". (50'-0" IF FULLY SPRINKLERED AND B, E, F, OR S OCCUPANCY) PER 2015 IBC 1020.4. RESTROOM 108 RESTROOM 109 SCOPE OF WORK 1:100 50 SF 1100 B 1 ON B 50 SF 10CC I OCCUPANCY CALCULATIONS: � REFER TO 2015 IBC TABLE 1004.1.2 FOR LOAD FACTOR VAULT 106 1:300 79 SF I O 1 Ka � P � 64� �� Occupancy Room Name Room Number Square Footage Load Factor Occupant Load B OFFICE 100 1360 1:100 14 S STORAGE 102 40 1:300 1 B 1000 I I I I I I I' \ 1 I 4 O II j 4 I I 4/ B CONF. 103 134 1:15 9 I BREAK 110 B OFFICE 104 106 1:100 1 n o < i <�, %o L_oJ � � \ � O / v N I I S ORAGE 1 Ctl 1-300 90E___ � 1 F.E.C. N I „ COMMON PATH OF TRAVEL. 57= 0 T 1 SERVER 113 � 1:300 63 SF B 1ON 1:15 196 SF B 13 OCC � GEC 112 1: 30 32 SF B OCC B OFFICE 105 130 1:100 1 B VAULT 106 79 1:300 1 S STORAGE 107 90 1:300 1 B RESTROOM 108 50 1:100 1 B RESTROOM 109 50 1:100 1 I I J L OFFICE 105 RAVEL DIST 46'-3" 1:100 130 SF H ■ ■ B 10CC H _ l I B BREAK 110 196 1:15 13 B SECURE RM 111 57 1:300 1 S STORAGE 112 32 1:300 1 O O ' CONE 103 1:15 134 SF LT M CLOSET 1 1 1 :300 57 SF B SERVER 113 63 1:300 1 B 9 ON 1 OCC B CIRCULATION 96 1:130 1 / I I■ OFFICE 104 TOTAL 2,483 47 1:100 106 SF I N STOR B 10CC :L ■ ■ N ■ OFFICE 100 ■ 1:300 B 1:100 1360 SF B 14 OCC ■ - - 40 SF 10CC ■ NEEMENN ■ — ■ EXIT TRAVEL RI - � ■ manna EXIT _STANCE, 47'_6» alum anaft 24, N I I I I *'j'24 I I Mwo EXIT PLAN Scale: 1 /4"=1'-O" Code Notes Legend: EXIT PLAN KEY NOTES: Plumbing Calculation: (PER 2015 IBC TABLE 2902.1) 1. MEANS OF EGRESS ILLUMINATION: THE MEANS OF EGRESS (EXIT PATHWAY) AND �1 NOT USED OCCUPANCY WATER CLOSETS LAVATORIES SERVICE SINK THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN ILLUMINATION LEVEL NOT LESS THAN 1-FOOT CANDLE (10 COMPOF EGRESS TRAVEL MONATH �2 ADA CLEAR SPACE PER ICC/ANSI A117.1 SECTION 305. TYPE LOAD RATIO MALE RATIO FEMALE RATIO MALE FEMALE QUANTITY LUX) AT THE WALKING SURFACE LEVEL PER IBC 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACK-UP PER 2015 IBC 1008.3. 2. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER ACCORDING TO APPLICABLE CODES/ORDINANCES IN JURISDICTION. THE ENGINEER MAY REFERENCE THIS CODE SUMMARY SHEET. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK ADDRESSING ALL EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING DESIGN SUBJECT TO BUILDING EXIT ACCESS TRAVEL DISTANCE XX OCCUPANT LOAD THROUGH OPENING ROOM USE � OCCUPANT LOAD FACTOR OFFICE 101— ROOM NUMBER 1:100 XXX SF ROOM AREA B X OCC OCCUPANTS IN ROOM O3 ® TRANSACTION COUNTER WILL HAVE ADA CLEAR SPACE FOR SINK PER 34" HIGH PORTION PER ICC/ANSI A117.1 ANSI A117.1 SECTION 606.2. SECTION 902. B 47 1 PER 25 FOR THE FIRST 50, THEN 1 PER 50 1 1 PER 25 FOR THE FIRST 50, THEN 1 PER 50 1 1 PER 40 FOR THE FIRST 80, THEN 1 PER 80 1 1 1 REQUIRED TOTALS 1 1 1 1 PROVIDED TOTALS 1 1 1 1 1 OFFICIAL DISCRETION. OCCUPANCY ® EXIT SIGN 3. EGRESS DOORS WITH CARD READERS SHALL BE FAIL-SAFE TO REMAIN UNLOCKED DURING AN EVENT/EMERGENCY PER 2015 IBC 1010.1.1.9. FIRE EXTINGUISHER 4. NON -EGRESS DOOR WITH CARD READERS SHALL BE FAIL SECURE TO REMAIN LOCKED DURING AN EVENT/EMERGENCY. DOOR CAN STILL BE OPENED WITH A KEY DURING SUCH EVENT/EMERGENCY. NOTES: 1. URINALS MAY BE SUBSTITUTED FOR UP TO 75% OF REQUIRED WCs PER WA. STATE IBC AMENDMENT 2902.1.1.2. 2. IN OCCUPANCIES THAT REQUIRE MORE THAN TWO DRINKING FOUNTAINS PER FLOOR OR SECURED AREA, BOTTLE FILLING STATIONS MAY BE 5. FIRE EXTINGUISHERS MUST BE WITHIN A 75' MAXIMUM TRAVEL DISTANCE OF ANY LOCATION. SUBSTITUTED FOR UP TO 50 PERCENT OF THE REQUIRED NUMBER OF DRINKING FOUNTAINS PER WA. STATE IBC AMENDMENT 2902.5.4.2 3. DRINKING FOUNTAINS ARE NOT REQUIRED WITHIN INDIVIDUAL TENANT SPACES IF LOCATED ON AN ACCESSIBLE ROUTE WITHIN 500 FEET OF THE MOST REMOTE LOCATION WITHIN THE TENANT SPACE PER WA. STATE AMENDMENT 2902.5 CO O N U w LU Z O O V C Q) a' 00 Q CL s N N � N m Sound Credit Union Edmonds 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TIP NO. 20-0317 Iffew0wilyll G. as 6389 REGISTERED ARCHITECT tAK. ETE S S. TON JURISDICTION STAMP Exit Plan and Codes Summary RECEIVED © 2018, JPC ARIUEtT ,61_ 020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U Z 1 a CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m X m H U H N U a m a a CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT T U z 1 a SCOPE OF WORK REFLECTED CEILING PLAN LEGEND: F1 TYPE SYMBOL MFG DESCRIPTION FOCAL POINT AMICA FAML22ACRlC 3500L SWITCH F2 LITHONIA LDN6 35/15/1-06AR LSS MVOLT GZ10 (NOTE, THIS FIXTURE IS USED AT ACT EXITRONIX S903-WB-SR-GM-AG PROVIDE BATTERY BACKUP O AND GWB - CONFIRM FIXTURE CAN MOUNT AT BOTH CEILINGS PRIOR TO ORDER) PYLE IN -CEILING DUAL 5.25" SPEAKER O SYSTEM, 2-WAY, FLUSH MOUNT, F3 CUSTOM CUSTOM GLASS PENDANT LIGHT WHITE ACT-1 ARMSTRONG NEW CEILING GRID & TILE. PRELUDE15, \ \ 16' HEAVY DUTY T-BAR GRID, DUNE TEGULAR CEILING TILE 2" X 24" X 24". COLOR: FACTORY WHITE. REFLECTED CEILING PLAN SCALE: 1 /4"=1 '-0" RCP KEY NOTES: 1O NO WORK IN THIS AREA U.N.O. 2O FIXTURES CENTERED IN GRID, U.N.O. O ELECTRICIAN TO VERIFY ALL SWITCHING WITH ARCHITECT/OWNER AND PROVIDE PLAN FOR REVIEW INCLUDING RECOMMENDED LIGHTING ZONES. ® ILLUMINATED EXIT LIGHTING. ALL EXIT LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. O ALL MEP TO BE FIELD VERIFIED AND APPROVED BY OWNER/ARCHITECT. MEP WORK TO BE DESIGN BUILD. © F-3 IS A CUSTOM GLASS LIGHT FIXTURE. GENERAL CONTRACTOR TO CONFIRM FIXTURE DESIGN MOUNTING METHOD WITH REQUIRED SUPPORT AND BACKING IN CEILING. CENTER OVER SEATING AREA FURNITURE. 7O ALL CEILING GRID AND TILE TO BE CENTERED IN EACH ROOM. ® FULL CEILING TILE START POINT. REFLECTED CEILING PLAN NOTES: I 1. 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 ARCHITECT'S DRAWINGS. 2. 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. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. LIGHT FIXTURES AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 21X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 12. 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 - RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. 2 U a U CL MMI Sound Credit Union Edmonds 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TP NO. 20-0317 [IT.WWRIVISEMM. 1 1• 1 1 � 1 C 1 :►� sass REGISTERED ARCHITECT IkK . ETE S ST N Reflected Ceiling Plan I-4.1.2 © 2018,JPC REECEIVED Oct 19 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT POWER PLAN KEY NOTES: 10 NO WORK IN THIS AREA U.N.O. 20 MONITOR FROM O IN ADDITION TO EQUIPMENT SHOWN IN PLAN, TELLER POD TO HOUSE THE FOLLOWING EQUIPMENT: (2) LAPTOPS, (2) MONITORS, (2) DOCKING STATIONS, (2) MONITOR ARMS, (1) CASH ADVANCE MACHINE, (2) RECEIPT PRINTERS, (2) SIGNATURE PADS, (2) CHECK SCANNERS, (2) INSTANT ISSUE PIN PAD AND (2) PHONES. G.C. TO ENSURE POWER AND DATA CAN SUPPORT EQUIPMENT. ® INSTALL BACKING AT ALL WALL MOUNTED MONITORS. VERIFY EXACT POWER AND DATA REQUIREMENTS/LOCATIONS AT FLAT SCREEN LOCATIONS WITH OWNER. MONITOR BEHIND TELLER POD FOR OWNER FURNISHED DIGTIAL MARKETING DISPLAY MONITOR. O PROVIDE AND INSTALL CONDUIT PATHWAY FOR ALARM SYSTEM TIED TO EQUIPMENT. © REINSTALLED MONITOR. SCOPE OF WORK O GC SHALL PROVIDE A BIDDER DESIGNED AV SYSTEM. 00 O +4 45 +45 z z +45 +15 4 ' I C,C 1 � 1 TELLER 1.4 1 1 VAU POD 3 17 I RESTROOM RESTROOM 106 101 I 108 109 BREAK STORAGE ROOM 5 % ��`�� Z � 10 7 � \; I 1 10 <rn 1,2 4 \ 4.3 I 1 - +45 l I M 0 P CLOSET 1 r ' N N 112 1344 SERVE 43 F.E.C. oI 1 13 1 1 N 1 OFFICE H H 1 ' 105 V _ 16 N+68 ATM SYMBOLS LEGEND FFICE CLOSET � DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE RIGID RACEWAY O O EQUIP N �o 0 4 CONFERENCE 104 1 1 1 il D6 102 103 I ' N+70 CONDUITS AND PULL STRING. REFER TO SECURITY & DATA DRAWINGS FOR N+70 MORE INFORMATION. TYP. ' Z X - EQUIPMENT TAG ' 3.1 P42 N ELECTRICAL NOTES: WAITING AREA ' 1. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. ' 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY ' V V/ LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS ' REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. ' 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, 47f U.N.O.. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT 7 7 ' AND INSTALLATION INCOMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY 4. GOVERNING AUTHORITIES. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET V-0", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF POWER/ FURNITURE PLAN COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.N.O. 12. MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE 0 SCALE: 1/4"=V-0" COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. EQUIPMENT: APPLIANCES: ACCESSORIES: 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; 9.1 NOT USED. 1.5 NOT USED. 3.1 COFFEE MAKER -PROVIDED AND INSTALLED BY TENANT 41 WASTE CAN - PROVIDED AND INSTALLED BY G.C. CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O. MFR: BUNN MFR: RUBBER MAID GANG COVERPLATES SHALL BE ONE-PIECE TYPE, U.N.O. 1 2 CASH RECYCLER PROVIDED AND INSTALLED BY TENANT 1 6 MONEY MACHINE - PROVIDED AND INSTALLED BY TENANT MODEL: AIRPOT COFFEE BREWER - CWFT APS WITH AIRPOT MODEL: SLIM JIM RECYCLING CONTAINER MFR: GLORY MFR: CUMMINGS - ALLISON NOTE: CONTRACTOR TO VERIFY POWER REQUIREMENTS. MODEL NU: 1971258 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL MODEL: INTELLIGENT CASH RECYCLER MODEL: MM2 - THROUGH WALL CAPACITY: 16 GALLONS BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALLCOVERINGS & CARPE MODEL #: RBG-100 WIDTH: 26.8" DIMS: 23-1/8" W X 11" D X 24-7/8" H SPECIFIED. WIDTH: 16-1/2" DEPTH: 30.2" COLOR: GRAY DEPTH: 38.7" HEIGHT: 50" GROMMET - PROVIDED AND INSTALLED BY G.C. 15. POWER/DATA/TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE HEIGHT: 46.3" NOTE: CONTRACTOR TO VERIFY POWER/DATA REQUIREMENTS. 4 2 MFR: DOUG MOCKETT PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. NOTE: CONTRACTOR TO VERIFY POWER/DATA REQUIREMENTS. 1 7 PDA6BU AMPLIFIER (UNDER COUNTER). PROVIDED AND INSTALLED BY GC MODEL: TRASH MANAGEMENT GROMMET - TM1C 1.3 CHANGE MACHINE - PROVIDED AND INSTALLED BY TENANT DIMS: 6" DIA. X 3" DEEP 16. THE FURNITURE ELECTRICAL IS AN 8-WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY MFR: GLORY FINISH: SATIN STAINLESS STEEL (SSS) OF THE PRODUCT MUST BE IN AN 8-WIRE CONFIGURATION. NOTE: CHANGE MACHINE SITS ON TOP OF COUNTER, CUSTOMER FACING. 4.3 GROMMET - PROVIDED AND INSTALLED BY G.C. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 1 MOOD PROFUSION 10 VOLUME CONTROLLER - TOTAL OF TWO; (1) FOR MFR: DOUG MOCKETT OFFICE & (1) FOR LOBBY (UNDER COUNTER). PROVIDED AND INSTALLED MODEL: DESK GROMMET LINER- MM5A 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO BY GC DIMS: 2-7/8" INSTALLATION. FINISH: SATIN CHROME (26D) NOTE: FIELD LOCATE 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO 4.4 CASH TRAY - PROVIDED AND INSTALLED BY TENANT CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE DIMS: 15"W X 15"D X 3-3/4"H GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. U V �O O N °) LU w Z =3 C N O C:) 00 V Q -J C14T_ =1 o m Sound Credit Union Edmonds 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TIP NO. 20-0317 [116=0 w4eyll 1', a 6389 REGISTERED ARCHITECT QSAWTOIN STfrK JURISDICTION STAMP Power and Equipment Plan I-5.1 © 2018, JPC ARCH RECEIVED Oct 19 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 U z ¢ z o w w KEY NOTES: 1O NO WORK IN THIS AREA U.N.O. O BRAND WALL. PROVIDE A LEVEL FIVE FINISH FOR NEW TENANT FURNISHED VINYL WRAP GRAPHICS. O3 CPT-1 CIRCULAR INSET. ® CARPET TO TILE TRANSITION, SEE DETAIL 6/1-9.1. O NEW HEAVY DUTY TRANSITION STRIP. GC TO COORDINATE WITH STOREFRONT VENDOR FOR ANY MODIFICATIONS TO DOOR, FRAME, THRESHOLD WITH ADDED FLOORING THICKNESS. © WP-1 TO BE INSTALLED AT SIDES OF BUMP OUT. O7 START CARPET IN THIS CORNER. ANGLE OF CARPET TO ALIGN WITH ADJACENT WALL. ® PROVIDE TRANSITION STRIP FROM TILE TO EXISTING FLOORING. SCOPE OF WORK Og GENERAL CONTRACTOR TO PROVIDE A STAINLESS STEEL TRIM PRICE AROUND TOP MEMO AND SIDES OF SCHEDULED EQUIPMENT. THE DESIGN INTENT IS TO HAVE AS MINIMAL OF A GAP AS POSSIBLE BETWEEN THE EQUIPMENT AND WALL. COORDINATE WITH 00 O 11 ARCHITECT AS REQUIRED. EXTERIOR OF BUILDING TO RECIEVE NEW PAINT. COLORS TBD. FLOAT AND FEATHER SUB FLOOR AS NEEDED TO ACHIEVE A LEVEL FLOORING. Ll I1 1 TELLER 12 PAINT COLUMN AND BEAM P1. VAU Ll POD 1 RESTROOM RESTROOM 1 O3 ALL SILLS TO BE PAINTED P1. 101 I 106 108 109 BREAK ALL WINDOWS IN SCOPE OF WORK TO RECEIVE NEW WINDOW BLINDS - WB-1. SEE 8 STORAGE 14 ROOM FINISH SPECIFICATIONS FOR MORE INFORMATION. z0j 0 < ° CG 1 I I P l I MOP C LO.S ET 1 L— J 4 m7 1 12 4 - I CG 1 SERVER oI 113 1 1 C PT 2 5>-$» KCG 8 12 1 105 I I � �0 CPT 2 TLATM I CG P \ 1 0 C OSET I O3 2 1 EQUIPMENT 104 111 I 6 102 11 103 N N - FULL TILE CG — CPT EQ EQ 4 1 CPT 2 I 2 5'-0" MDF P 1 TL 100 w J_ 4 4 I I W M 5 I \WM �, TYP. THROUGHOUT 1 5 4 UNLESS NOTED I 1 OTHERWISE FINISH NOTES FINISH PLAN 1. ALL AREAS TO RECEIVE RB-1 U.N.O. SCALE: 1 /4"=V-0" 2. ALL WALLS & PARTITIONS TO RECEIVE P-1 U.N.O. 3. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS FINISH SPECIFICATIONS SCHEDULED. FLOORING GENERAL WALL PAINT GENERAL EXTERIOR PAINT SS1 SOLID SURFACING 0 METAL 4. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT TL 1 TYPICAL FLOORING, U.N.O. MFR: OLYMPIA TILE AND STONE WM WALK OFF MAT 1 MFR: TBD p MFR: SHERWIN WILLIAMS COLOR NAME: COLLONADE GRAY MFR: MATCH SHERWIN WILLIAMS MFR: CAMBRIA COLOR NAME: HADLEY MFR: e CHEMETAL 5. IS TO BE APPLIED. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO SERIES: AEQUA NAME: TBD 1 COLOR NO: SW7641 EP COLOR NAME: IN THE NAVY MFR REP.: ELIZABETH HARK (206) 384.0923 1 PRODUCT: COLOR NAME: METAL LAMINATE DEEP BRONZE ALUMINUM RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW COLOR NAME: TUR STYLE: TBD SHEEN: EGGSHELL, SEMI -GLOSS WET AREAS @ 3 COLOR NO: SW 9178 COLOR NO.: 601 PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS SIZE: 8" X 32" COLOR NAME: TBD LOCATION: ROOF elizabeth.haak@cambriausa.com @ MFR REP.: CINDY MCKEEN INSTALLATION: ASHLAR MFR REP.: ACCENT PAINT (253) 970-1086 6. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS GROUT: CUSTOM BUILDING PRODUCTS CASEWORK SS2 SOLID SURFACING cmckeen@mckillican.com SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 386 OYSTER GRAY MFR: PENTAL SURFACES MFR REP.: NATALIE WOOTEN P NOT USED STYLE: PENTAL QUARTZ 7. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME - (206) 900-7327 BASE 2 PL1 PLASTIC LAMINATE COLOR NAME: VENATINO POLISHED CORNER GUARD RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, nwooten@thompsontileandstone.com MFR: WILSONART REP.: TERRI WHITE SHADES, HANGINGS, ETC.) RB1 TYPICAL BASE, U.N.O. p MFR: SHERWIN WILLIAMS COLOR NAME: FAWN CYPRESS (520) 247.9099 R11 ACCENT CARPET, U.N.O. MFR: ROPPE PROFILE: PINNACLE 3 COLOR NAME: DOVE TAIL COLOR NO: SW7018 COLOR NO: MRF REP.: 8208K-16 KIRSTEN SOLLY twhite@pentalonline.com CG MFR: e PRODUCT: KOROGARD KOROSEAL GS10 STAINLESS STEEL 8. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 MFR: SHAW CONTRACT COLOR NAME: CHARCOAL SHEEN: EGGSHELL, SEMI -GLOSS @ WET AREAS 425.652.1300 CORNER GUARD, 2" WING SIZE, 48" T TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES STYLE NAME: FAMILIAR TILE COLOR NO.: 123 sollyk@wilsonart.com WINDOW BLINDS FINISH: SATIN AND TRIM OF NON-PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL STYLE NO: COLOR NAME: 5T235 OVERDYE MRF REP.: OLAF VAN LUENEN (206) 227.8035 e MFR: SHERWIN WILLIAMS MFR REP.: VICKI OLSON (206) 660-4913 CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. COLOR NAME: EARTHEN JUG PL2 PLASTIC LAMINATE COLOR NO: SIZE: 35496 9" X 36" ovanluenen@Roppe.com COLOR N0: SW7703 MFR: FENIX WB MFR: DRAPER, INC. PRODUCT: CLUTCH -OPERATED FLEX SHADE volson@koroseal.com 9. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE SHEEN: EGGSHELL, SEMI -GLOSS @ WET AREAS COLOR NAME: GRIGIO LONDRA 1 INSTALLATION: BRICK MDF 4" MDF BASE BOARD PAINTED TO MATCH WALL COLOR NO: 0718 SINGLE ROLL - 5% OPENESS CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON-PUBLIC AREAS TO MFR REP.: SUE PARSON 206 550.3163 ( ) p MFR: SHERWIN WILLIAMS MRF REP.: LINDSEY CAMPBELL FABRIC SERIES: E-SERIES SHADE COLOR: PEARL 007-007 CG MFR: 2 PRODUCT: KOROGARD KOROSEAL GS05 STAINLESS STEEL MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER 5 COLOR NAME: CUSTOM PANTONE 206.200.6087 - sue. parson@shawcontract.com p @ COLOR NO: 281C Iindseyc@4willis.com CLUTCH COLOR: WHITE CORNER GUARD, 1/2" WING SIZE, SQUARE CENTIMETER. CPT ACCENT CARPET, U.N.O. SHEEN: EGGSHELL, SEMI -GLOSS @WET AREAS NOTE: CLUTCH LOCATION TO BE DETERMINED AT FIELD MEASURE FINISH: FULL HEIGHT SATIN 10. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG 2 PL3 NOT USED MFR REP.: VICKI OLSON MFR: SHAW CONTRACT WP WALL PROTECTION INSTITUTE-CRI CARPET INSTALLATION STANDARD -CURRENT EDITION. STYLE NAME: FAMILIAR TILE 1 MFR: WILSONART (206) 660-4913 STYLE NO: 5T235 PRODUCT: HPL PL4 PLASTIC LAMINATE 0 volson@koroseal.com 11. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO COLOR NAME: RAINSTORM PATTERN NAME: FAWN CYPRUS MFR: FENIX CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, COLOR NO: 35535 PATTERN NO.: 208 COLOR NAME: NERP INGO CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED SIZE: 9" X 36" FINISH NAME: CASUAL RUSTIC COLOR NO: 0720 REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS INSTALLATION: ASHLAR FINISH NO.: 16 MRF REP.: LINDSEY CAMPBELL THE CASEWORK ITEM THEY "ABUT". MFR REP.: SUE PARSON MFR REP.: KIRSTEN SOLLY 206.200.6087 12. CONTRACTOR TO CLEAN AND REPAIR ALL EXISTING EXTERIOR GLAZING AND (206) 550.3163 (425) 652.1300 Iindseyc@4willis.com INTERIOR RELITE MINI -BLINDS WITHIN THE WORK AREA. sue.parson@shawcontract.com sollyk@wilsonart.com 2 U Q U CL MMO), Sound Credit Union Edmonds ._O O N W Z .,t O O C 00 N � Q>a s N N N CI m 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TP NO. 20-0317 Lef.wowleyll w I* 6389 REGISTERED ARCHITECT K A. ETE S N JURISDICTION STAMP Finish Plan I-6.1 RECEIVED © 2018, JPC ARCI jb b(f s1 dj(2020 CITY OF EDMMONDS DEVELOPMENT SERVICES DEPARTMENT CENTER MONITOR BEHIND RECEPTION DESK NOTE: VIEW IS CURVED, THEREFORE SKEWED. 1.1 REFER TO FLOOR PLAN. -9.3 1-9.3 1 TELLER POD 101 SCALE: 1/4" = V-0" 7'-0" 5 EQ DOORS n WAITING AREA 100 SCALE: 1/4" = V-0" TELLER POD 101 /1-8\1\�, SOLID SURFACE COUNTERTOP WITH WATERFALL EDGE SS-1 SOLID SURFACE COUNTERTOP WITH PARTIAL WATERFALL EDGE SS-1 6 1-9.3 INTERNALLY HINGED, TOUCH LATCH DOOR FOR ACCESS TO BACKSIDE OF BANKING EQUIPMENT. SEAMS TO BE AS TIGHT AND CLEAN AS POSSIBLE PLASTIC LAMINATE BASE AND FINISHED END PANEL PL-4 PROVIDE GROMMET FOR COFFEE MACHINE POWER. COORDINATE IN FIELD FOR PLACEMENT. SOLID SURFACE COUNTERTOP & BACK SPLASH SS-2 PLASTIC LAMINATE LOWER CABINETS PL-2 SCHEDULED BASE MDF (2') TELLER POD 101 SCALE: 1/4" = V-0" n WAITING AREA 100 (3)311 GRAY PLASTIC A/V GROMMET SCALE: 1/4" = V-0" LLV QlIF IULU I-' I L\/\/F\ WP-2 TO EXTEND UP TO FULL HEIGHT OF SCHEDULED WALL. STAINLESS STEEL TRIM AROUND TOP AND SIDES OF SCHEDULED EQUIPMENT. iCHEDULED BASE EXISTING TELLER WINDOW AND CASH BOX CENTER MONITOR BEHIND RECEPTION DESK 1.1 SOLID SURFACE SS 1 COUNTERTOP WITH PARTIAL WATERFALL EDGE / / SOLID SURFACE SOLID SURFACE SS 1 1 COUNTERTOP AND COUNTERTOP WITH I-9.3 BACKSPLASH SS-1 WATERFALL EDGE PLASTIC LAMINATE CABNET PLASTIC LAMINATE ACCESS � � � � � � � � � � � � � � � � FRONTS PL 4 PANEL PL-4 PLASTIC LAMINATE AT GC TO PROVIDE LINE ITEM COST ALL INTERIOR SURFACES \ / \ / \ / \ / \ / \ / \ / / FOR CASEWORK SHOWN OF OPEN AREA PL_4 \ / \ / \ / \ / \ / \ / \ / \ / PLAM TOEKICK 19'-91, 8 EQUAL CABINETS f 3 1 TELLER POD 101 SCALE: 1/4" = V-0" U UCD C) O N N W Z �O C N O 00 O- V a' - a (L N � N MMI �m Sound Credit Union Edmonds 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TP NO. 20-0317 1: WE MR1 Wil MoTA. NNW 1 1• 1 1 [in rowlif ' C 1l g TELLER POD 101 ENLARGED PLAN SCALE: 1/2" = V-0" 6389 REGISTERED N ARCH I ECT Z O a w K A. ETE S O STAT N W Z .. Z w W H U) JURISDICTION STAMP 'a 3 O U N Interior Elevations J N 3 m o a a Q M N a "I w� U d E L N �E V E D ¢' o ©2018, JPC ARCF n ,P Oct 19 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT T U Z 1 2 a (:D T�.O.OSD EAST BUILDING ELEVATION SCALE: 1/4" = V-0" WEST BUILDING ELEVATION SCALE: 1/4" = V-0" TC'O.OSL NORTH BUILDING ELEVATION =0 IIIIIIIIIIINIM SOUTH BUILDING ELEVATION C I") 0 3 rut) U w U 0 N a' N w Q zC:t a)o �C> 00 U a' s a am N N N � m Sound Credit Union Edmonds 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TP NO. 20-0317 01. so 11• 1 1 M1114 1 1 - C 1l 6389 REGISTERED ARCHITECT K A. ETE S STATE OF W SHI TON JUKI5LIUI IUN 51AMF' Exterior Elevations 1-8.2 13 11 = V 15 © 2018, JP ARf TECTS, LLCV E D Oct 19 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U z a NON -BEARING METAL FRAMING NOTES GENERAL 1. INCLUDES NON -LOAD BEARING STEEL FRAMING SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES, UTILIZING BRANDS AS AVAILABLE THROUGH THE UL NUMBERS SPECIFIED. 2. INCLUDES SUSPENSION SYSTEMS FOR INTERIOR GYPSUM BOARD CEILINGS AND SOFFITS. PRODUCTS 3. FIRE TEST RESPONSE CHARACTERISTICS SHALL CONFORM TO THE GA-600 OR UL NUMBERS SPECIFIED. 4. PROVIDE MATERIALS COMPLIANT WITH ASTM E 119. 5. STC RATED ASSEMBLIES SHALL BE SUPPLIED IN ACCORDANCE WITH ASTM E90 AND ASTM E413 AS CONFIRMED BY INDEPENDENT TESTING AGENCIES GA-600 OR UL. 6. FRAMING MEMBERS SHALL COMPLY WITH ASTM C754. 7. STEEL STUDS AND RUNNERS SHALL COMPLY WITH ASTM C645. USE EITHER 8. STUD DEPTH, WIDTH, AND SPACING SHALL COMPLY WITH THE LIMITING HEIGHTS BASED ON THE MANUFACTURERS WRITTEN INSTRUCTIONS AND SHALL ALSO BE COORDINATED THROUGH THE GC TO INCLUDE ANY INSULATION, PLUMBING, DUCTS, PIPES, STRUCTURAL STEEL, OR EQUIPMENT TO BE CONTAINED WITHIN THE WALLS. 9. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF L/240 OF THE WALL HEIGHT BASED ON A HORIZONTAL LOADING OF 5 LBS\SF UNLESS NOTED OTHERWISE BY THE STRUCTURAL ENGINEER. APPROVED "FIRE EXTINGUISHER" SIGNAGE - 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8"X12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. 0 LL: LL: 00 O HANDLE LL LL Q 0 00 10. PROVIDE SLIP -TYPE HEAD JOINTS WITH A CLIP SYSTEM DESIGNED FOR USE IN HEAD -OF -WALL DEFLECTION CONDITIONS THAT PROVIDE A POSITIVE ATTACHMENT OF STUDS TO RUNNERS WHILE ALLOWING A 1 z" - 3" MINIMAL VERTICAL MOVEMENT PER ASTM C645. 11. PROVIDE FIRESTOP TRACKS AT RATED WALLS WHERE THE TOP RUNNER IS MANUFACTURED TO ALLOW PARTITIONS TO EXPAND AND CONTRACT WITH MOVEMENT OF STRUCTURE WHILE MAINTAINING CONTINUITY OF FIRE RESISTANCE RATED ASSEMBLY INDICATED IN THICKNESS NOT LESS THAN THAT FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS. 12. ALL STEEL UTILIZED IN FRAMING TO COMPLY WITH ASTM C645 WITH MINIMUM SIZE AND DIMENSION. 13. INSTALLATION, FRAMING, SIZING, CONNECTIONS, AND FASTENERS SHALL MEET WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS AND COMPLY WITH ALL LOCAL AHJ RESTRICTIONS. 14. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB TYPE X OR TYPE C BOTH SIDES. 15. ANY SUSPENSION SYSTEM SHALL CONFORM TO GA600\UL TESTED ASSEMBLY 16. HANGER ATTACHMENTS TO CONCRETE SHALL COMPLY WITH ICC-ES AC193 AND AC1318 FOR EXPANSION ANCHORS AS DETERMINED BY TESTING PER ASTM E 488\ASTM E488 M. POWER -ACTUATED ANCHORS SHALL CONFORM TO ALLOWABLE LOAD CAPACITIES PER ICC-ES AC70, GREATER THAN OR EQUAL TO THE DESIGN LOAD PER ASTM E 1190 AND AS TESTED BY AN SCHEDULED DOOR (OPEN OR CLOSED) WALL -MOUNTED TEL. OUTLET 6" 6" THERMOSTAT r- a HARDWARE SET AS SCHEDULED LL Q ELEC. OUTLET - LO TEL.OUTLET 00 2-3/4" - VERIFY W/ o HARDWARE Ch SCHEDULE LIGHT SW\fTCH DOTTED LINE INDICATES LOCATION OF LARGER PLA FOR GANGED SWITCHES CV Cy) } LL ofFy Ow c/), > QUALIFIED TESTING AGENCY. 17. COORDINATION WITH SFRM - BEFORE SFRM IS APPLIED, ENSURE ANY ANCHOR PLATES OR CEILING RUNNERS ARE ATTACHED. 18. INSTALLATION STANDARDS FOR FRAMING INSTALLATION ARE: 18.1. STEEL FRAMING = ASTM C 754 18.2. GYPSUM PLASTER ASSEMBLIES = ASTM C841 18.3. PORTLAND CEMENT PLASTER ASSEMBLIES = ASTM C1063 18.4. GYPSUM VENEER PLASTER ASSEMBLIES = ASTM C844 18.5. GYPSUM BOARD ASSEMBLIES = ASTM C840 19. WALL TYPES ARE BASED ON 5 PSF LATERAL LOAD. 20. WALL TYPES TO BE USED FOR NON -BEARING NON-STRUCTURAL STUD WALLS ONLY. 21. MATERIAL GAUGES ARE FOR REFERENCE ONLY. 22. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. 23. INSTALL ALL MATERIALS IN ACCORDANCE WITH ASSEMBLY CITED IN GA600 OR UL. NOTE: INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS NOTE: HEIGHTS ARE AS NOTED AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON UNLESS DIRECTED BY B/S TO BE PLAN UNLESS SPECIFICALLY DIMENSIONED. DIFFERENT WALL TYPE COMMENTS ABBREVIATIONS AHJ AUTHORITIES HAVING JURISDICTION ASTM AMERICAN SOCIETY FOR TESTING MATERIALS BASE BASE CONDITION VARIES, SEE SECTIONS CI CONTINUOUS INSULATION, R10 MIN FIR FIRE RESISTIVE CONSTRUCTION PER UL GA 600 GYPSUM ASSOCIATION'S FIRE RESISTANCE MANUAL GWB ALL GYPSUM BOARD IS TYPE'X' OR TYPE'C' HEAD HEAD CONDITION VARIES, SEE SECTIONS ICC-ES INTERNATIONAL CODE COUNCILEVALUATION SERVICES REPORT INFILL MATCH EXISTING WALL MATERIALS, FIRE RATING, FINISH, ETC. MLH MANUFACTURER'S LIMITING HEIGHTS RW ROCKWOOL INSULATION SB SOUND BATT INSULATION SFRM SPRAY -APPLIED FIRE RESISTANT MATERIAL SSMA STEEL STUDS MANUFACTURERS OF AMERICA UL UNDERWRITERS LABORATORY yKF't I I Ium I I U EDGE DORING WITH THINSET UBSTRATE OUnLU i ER: SCHEINE TRANSITION PROFILE - STAINLESS STEEL FINISH. PROVIDE SCHIENE RADIUS AT CURVED TRANSITIONS DE DEI EXISTING STRUCTURE FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES SCAFCO SLT SLOTTED TOP TRACK OR EQUAL FOR HEAD -OF -WALL DEFLECTION. STUD WIDTH TO MATCH WALL; 20 GA. TRACK CONNECTED TO STRUCTURE. FASTENERS/ATTACHMENT SHALL COMPLY WITH ASTM C955 FOR STRUCTURAL FRAMING AND ASTM C645 FOR NONSTRUCTURAL STEEL FRAMING SECURE STUDS TO LEG OF HEAD TRACK PER ASTM INSULATION AS NOTED BELOW INSULATION TO EXTEND 2'-O" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED ONE LAYER 5/8" GWB EACH SIDE OF WALL CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPECIFIED BASE 1/8" FOAM TAPE 4COUSTICAL SEALANT BOTH SIDES FINISHED FLOOR FASTENERS/ATTACHMENT SHALL COMPLY WITH ASTM C955 FOR STRUCTURAL FRAMING AND ASTM C645 FOR NONSTRUCTURAL STEEL FRAMING WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN N0. COMMENTS WALL CEILING A VIF 3 5/8" 25 GA MIN 24" O.C. 3 3/4" SIB - MIN OR MLH MAX 5 TYPICAL MOUNTING HEIGHTS 6 FLOORING TRANSITION - CARPET TO TILE 7 SCALE: 3" = V-0" SCALE: N.T.S FULL HEIGHT PARTITION SCALE: 3" = V-0" NEW BRICK EXISTING J Y2" CDX PL ILI- z 60 MIN MO BARRIER J Q WALL TIE EXISTING R `SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE EXISTING HEADER TYP WALL CONSTRUCTION 3Y2"x3Y2"x11Y2" BRICK OVER 1Y2" AIRSPACE OVER 60 MIN PAPER OVER Y2" PLYWOOD SHEATHING ON 2x6 WOOD STUDS © 16" o.c. WITH R-21 BATT INSULATION UNDER 5/8" GWB ® INTERIOR. INTERIOR EXTERIOR WALL INFILL DETAIL SCALE: N.T.S 2 U a U a Sound Credit Union Edmonds �O O N W N W Z (D O O C OO N O*_ Q a'>> C_ N N T_ :3 > C) a) 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TP NO. 20-0317 1 1• 1 1 � 1 1Mill N.'.41l 6389 REGISTERED ARCHITECT K A. ETE S STATE OF SHI TON JURISDIU I ION S IAMP Construction Details I-9.1 © 2018,JPC REECEIVED Oct 19 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT T U z 2'-0" U.N.O LOCK, WHERE OCCURSIN ELEVATIONS. COORDINATE KEYING WITH OWNER. PULL #1 LOCK, WHERE OCCURS IN ELEVATIONS. COORDINATE KEYING WITH OWNER. PLAM AT ALL EXTERIOR SURFACES TYPICAL BASE PER — ELEVATION n BASE CABINET WITH DRAWER SCALE:1"=1'-0" 3CM SOLID SURFA"r WATERFALL LOW COUNT WHITE MELAMIN INTERIC TRASH CAP 5" TALL 4" PULL OU- DRAWER ON 100 LB. FULI EXTENSION SLIDE: RECESSED PLAM FACE BASE PER ELEVATION RADIUS (5 1 TELLER PULL-OUT SECTION Scale:1"=1'-0" PAINTED BLACK CLOSE 4" ALUM SPLINE Z PAINTED BLACK CLOSE OUT STRIP 0� a a w E 13 ATM WALL PANELING o < o Scale:1"=V-0" COUNTER TOP AND BACKSPLASH PER ELEVATION. EASED EDGE AT SOLID SURFACE COUNTERS. PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS ONCEALED (ET FLAT (BLACK) 3ETWEEN CABINET. i VARIES. 'K PLAM BASE L FRAMING BY GC " PLYWOOD DUP BY WELLS f���ll1�11►1[il LOCK, �A OCCUR: ELEVATI COORDI KEYING WITH Ob PLAM Al EXTERK SURFAC TYPICAL BASE PE ELEVAT n BASE CABINET Scale:1"=1'-0" 3CM SOLID SURFACE WATERFALL LOWER COUNTER a PLYWOOD SUBTOP W/ PLAM MATCHING EDGE ».1�LII:11IZe1:11C7 REMOVABLE PLAM ACCESS PANEL I_1�11L[y�1��iL131�1�1 BASE PER ELEVATIO n TELLER ACCESS DOOR Scale:1"=1'-0" PAINTED BLACK CLOSE UNFINIE STAINLESS AROUND E 14 TELLER ACCESS DOOR Scale: 1 "=V-0" n 11nIn COUNTE AND BA( COUNTER TOP ELEVATI AND BACKSPLASH PER AT SOLII ELEVATION. EASED EDGE AT COUNTE SOLID SURFACE COUNTERS. PULL #2 PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED LOCK, T MELAMINE AT ALL CABINE' CABINET INTERIORS COORDI TYPICAL KEYING OWNER 3/4" ADJUSTABLE PLAM Fl, SHELF ON 2" O.C. CABINE' SHELF CLIPS VARIES AROUND RADIUS ]AND LILY OOR W/ CATCHES .L FRAMING BY GC PLYWOOD DUP BY WELLS BASE PI ELEVAT GROMMET WHEN CALLED OUT IN ELEVATION WHITE MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3 WAITING AREA BASE CABINET Scale: 1 "= V-0" 3CM SOLID SURFACE RADIUS COUNTERTOP a PLYWOOD SUBTOP W/ PLAM MATCHING EDGE WHITE MELAMINE INTERIOR PULL #1 BASE PER ELEVATIC VARIES AROUND RADIUS (7) TELLER DRAWER DETAIL Scale:1"=1'-0" <V N PLAM RETURN SCRIBED TO WALL 2" X 2" CORNER GUARD SECURED WITH HEAVY DUTY DOUBLE SIDED TAPE n1l ATM WALL PANELING Scale: 1 "= V-0" 15 ATM WALL PANELING @ PASS-THRU Scale: 1 "=1'-0" OVE INE I LB. J SLIDES SE COUNTEF --- AND BACI ELEVATIC AT SOLID COUNTEF PULL # 2 LOCK, TYI CABINET,: COORDIN KEYING V1 OWNER PLAM FUL CABINET BASE PEF ELEVATIC n BASE CABINET WITH TRASH Scale:1"=1'-0" ELBOW CATCH AT DOUBLE DOOR LOCATIONS 6"X2" TRASH RING BRUSHED STAINLESS STEEL FIELD LOCATE WHITE MELAMINE AT ALL CABINET INTERIORS TYPICAL WASTE CAN 4"PULL Sound Credit Union CAM LOCK Edmonds n TYPICAL PULL/LOCK HOLE PATTERN Scale:1"=1'-0" PER ELEVATION UNFINISHED EDGE WITH PAINLESS STEEL TRIM AROUN EQUIPMENT 28" CLR 1-1/2" PLYWOOD BUILDUP BY WELLS 4" THICK PLAM PANEL 4" ALUMINUM CLEATS CASEWORK HARDWARE: PULL 1: 4" DULL CHROME WIRE PULLS (US26D FINISH) (MOUNTED HORIZONTALLY OR VERTICALLY PER ELEVATIONS). PULL 2: DOUG MOCKETT #DP254- BLACK CHAMFERED EDGE PULL. �O O N LU Z t N O =3 O 00 N � Qa N N N 0 0-m 202 5th Ave S Edmonds, WA 98020 DESIGN JPC DRAWN JPC CHECKED TP NO. 20-0317 1: � 1 1 •1', �� 1 1• 1 1 � 1 1 : ►� 6389 1 REGISTERED IV. JUKISUIC; I IUN S I AMH Casework Details -9.3 RECEIVED © 2018, JPC ARCHITECTS, LLC Oct 19 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 U z 1 a VCi I y LULU CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT