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APPROVED PLN BLD RESUB1 BLD2022-1181+Architectural_Plan+11.11.2022_12.01.34_PM+3216043COVER SHEET & PROJECT INFO OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Separate Plumbing and mechanical permits are required. These approvals are for the shell of the building only. Tenant improvement permits will be required for occupancy. City Of Edmonds Building Department Work FIRE REBUILD -------------------- ------ Address:: g617 FURDALE AVE ---------------------------------------------------- Owner ' FIRDALE VILLAGE MARKET & UNITS 8605 A & B ---------------------- Approved Date 11 /29/2022 Building Official . Eri & Cio r -r ---------------------------------------- Permit Number MAIN PERMIT: BLD2022-1181 OTHER UNITS: BLD2022-1182 & BLD2022-1183 APPROVED CLANS MUST BE ON JOB SITE APPROVED BY PLANNING 1 Nov 29 2022 i - • - • - - - • - • - • - • - • - • - - - • - • - - - • - • - • - • - • - • - - - • - • - • -■ The following documentation shall be available on ' site for the building inspector: '[:]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 ; CODE5 U5E FOR TH15 PROJECT: 2018 INTERNATIONAL EXISTING BUILDING CODE CH. 4 REPAIRS, CH. 13 PERFORMANCE COMPLIANCE 2018 INTERNATIONAL BUILDING CODE 2018 WA5HINGTON 5TATE ENERGY CODE (COMMERCIAL) 2018 UNIFORM PLUMBING CODE -AS AMENDED 4 ADOPTED BY THE CITY OF EDMOND5 BUILDING DATA ADDRESS: 9611 FIRDALE AVE, EDMOND5, WA 9802O PARCEL NO, 00449900000100 LEGAL DE5CRIPTION: SEC 36 TWN 21 R 03 QTR 5E - FOR5HEE5 FIRDALE VILLAGE BLK 000 D-00 - COMB FOR TAX PURP ONLY - LOT 1 PLUS PTN VAC CUL-DE-SAG TGW LOTS 2-3 PLUS ADJ PTN VAC CUL-DE-SAC LE55 PTN WHNFOR5HEE FIRDALE VILLAGE 5 AL50 LE55 TH PTN LOT 3DAF - BEG AT NE COR OF 51/2 NI/2 OF 5WI14 5E1/4 TH 501*42 29W ALG E LN OF 5D 5W1/4 5E1/4 51OFT TH N88*26 5OW 15FT TPBTH CONT N88*26 5OW 104.06FT TH512*21 54E 108.30FT TH N01,33 10E 3OFT TPB TGW LOT 4 PLU5 ADJ PTN VAC CUL-DE-SAG LE55 PTN WHN FOR5HEE FIRDALE VILLAGE 5 TGW LOT 5 PLUS PTN VAC CUL-DE-SAC & LE55 PTN PROP PLAT FOR5HEE5 FIRDALEVILLAGE NO 5 TGW LOT 12 TGW LOT 13 4 NWLY SFT LOT 14 TGW 5ELY 52FT LOT 14 BUILDING: TYPE V-A OCCUPANCY: B / M ZONING: FVMU TOTAL BLDG: 15,60601 (A-2 25%, B 62.5%, M 12.5%) 6,408* 1st FLOOR 21790* 2nd FLOOR 6,408* BASEMENT BLDG PERIMETER: 408' TOTAL 408' FRONTING OPEN SPACE (50' MIN) INCREASE: (408/408-0.25X 50/30) = 1.25 BLDG AREA A-2 = 3,594* ALLOWED: M = 2,100* B = 14,115* TOTAL = 19,869* (MORE THAN 15,600 OK) MINI -MART AREA: 15T FLOOR: 1,934 5gFt (M) 545EMENT: 1,648 5gFt (B) TOTAL 5.F.- 3,502 5gFt 23% OF TOTAL BLDG LOT: 3.12 Acres YEAR BUILT: 1942 SEE TH15 5HEET 4 PLANS FOR ADDITIONAL CODE ANALY515 0 5TATEMENT OF USE 4 LIABILITY THE5E PLANS ARE FOR THE EXGLU5IVE U5E OF 5TATEWIDE RE5TORATION BCIE ASSUMES NO RESPONSIBILITY OR LIABILITY FOR USE OF THE5E PLANS BY OTHERS. ALL INFORMATION ON THE5E PLANS 15 THE EXCLUSIVE PROPERTY OF BCIE AND DOE5 NOT EXPRESS NOR IMPLY ANY WARRANTY OF THE INFORMATION ON THE5E PLAN5. DESCRIPTION OF DAMAGE/SCOPE I. EA5T END OF FIRDALE VILLAGE � (MINI -MART) COMPLETELY DE5TROYED BY FIRE, BASEMENT TENANT 5PACE5 BELOW DAMAGED BY SMOKE AND FIRE SUPPRESSION (WATER). 2. MINI -MART TO BE COMPLETELY REBUILT OVER EXISTING FOUNDATION, WITH IMPROVEMENT5 TO FOUNDATION AND NEW FOOTINGS A5 REQUIRED. (2) NEW TENANT SPACES IN 5A5EMENT (SHELL ONLY) WITH FUTURE TENANT IMPROVEMENT5 BY OTHER5. 3, FRAMING DEFICIENCIE5 COMBINED WITH EXTENT OF DAMAGE REQUIRED CON5TRUCTION OF NEW 5TRUCTURE OVER EXISTING FOUNDATION INCLUDING NEW MAIN FLOOR FRAMING. OLD COVERED ENTRY CONVERTED TO ENCL05ED BREEZEWAY NOT BEING REBUILT, ORIGINAL FOOTPRINT BEING PRE5ERVED. 5EE PLAN5 FOR ADDITIONAL INFORMATION. ARCHITECTURAL/5TRUCTURAL REPAIRS PROVIDE (N) INTERIOR 4 EXTERIOR ARCHITECTURAL 4 5TRUCTURAL CONSTRUCTION A5 NOTED PER THE PLAN5. ALL (N) CON5TRUCTION 5HALL COMPLY WITH THE 2015 IBC A5 AMENDED 4 ADOPTED BY THE LOCAL JURISDICTION, ELECTRICAL, MECHANICAL, 4 PLUMBING: PROVIDE (N) ELECTRICAL, MECHANICAL, 4 PLUMBING FIXTURE5 4 SERVICES WITHIN THE DAMAGED AREAS AND A5 OTHERWISE NOTED PER THE PLANS. ALL (N) CON5TRUCTION WILL BE BACK TO THE (E) ROUGH -INS. Q ABBREVIATIONS LEGEND N IN AB(s) ANCHOR BOLT(s) FT FOOT, FEET PNL PANEL PLAN TITLE WI = 5W DE51GNATION PER ADEQ ADEQUATE FTG FOOTING PT POINT w� SW TABLE ON 51.0 N ADD'L ADDITIONAL GA GAUGE PWD PLYWOOD SCALE: 1"=10'-0° PLAN TITLE UNDERLINE N ALUM ALUMINUM GALV GALVANIZED REINF REINFORCEMENT BLDG BUILDING GCB GYPSUM CEILING BOARD ROD REQUIRED 1 = REVISION NUMBER BLKG BLOCKING GLB GLULAM BEAM 51 SQUARE INCHES o BM a- BOT BEAM BOTTOM GWB PC GYPSUM WALL BOARD HOLLOW CORE 5, 5HT 50LID CORE 5HEET Q NORTH ARROW 0 INDICATE5 AREA WITH A REVISION BRIG BEARING HD($) HOLDOWN(s) 5HTG SHEATHING CD o BTWN BETWEEN HDR(5) HEADER(5) 51M 51MILARCn D E T A I L TITLE pET41L/5ECTION TITLE UNDERLINE c> 't CENTER LINE HDWR HARDWARE 5OG SLAB ON GRADE o CTR(d) CENTER, CENTERED HF HEM FIR 5PCG SPACING SX.X SCALE: 1"=1'-0° 5X.X = 5HEET WHERE DETAIL/5ECTION o CLG CEILING HORIZ HORIZONTAL 50 SQUARE IS DROWNw HOT WATER HEATER N CLR CLEAR IBC INTERNATIONAL BUILDING CODE 5gFt SQUARE FEET r� r�= taw E = Exlsr w COL Z COLUMN I/F IN51DE FACE 5TRUCT 5TRUCTURAL 1 = DETAIL NUMBER COMP COMPOSITION, COMP051TE IN5UL IN5ULATION 5W SHEAR WELL 1 5X.X = REFERENCE WHERE DETAIL EXISTING WALL5 TO REMAIN z GONG CONCRETE INT INTERIOR T 4G TOUNGE 4 GROOVE SX.X IS TAKEN Q CONT CONTINUOU5 IRC INTERNATIONAL RE51DENTIAL CODE TYP TYPICAL EXISTING WALLS TO BE REMOVED Of CONTR CONTRACTOR JT JOINT UNO UNLE55 NOTED OTHERWISE CTV CONTRACTOR TO VERIFY LAM(5) LAMINATION(s) VERT VERTICAL 1 =SECTION NUMBER o DEMO DEMOLISH, DEMOLITION Ibs POUNDS W/ WITH 1 5X.X = REFERENCE WHERE 5ECTION NEW 2x4/2x6 WALL5/5HEAR WALL5 Q DF DOUGLAR FIR MAX MAXIMUM W/o WITHOUT SX.X 15 TAKEN a- DIA, 0 DIAMETER MFR MANUFACTURER WIN WINDOW z DEDICATED EXHAUST ROOF VENT5 D15T o D15TANCE MIN MINIMUM W5EC WA5HINGTON 5TATE ENERGY CODE 1 -ELEVATION NUMBER pTL DETAIL (N) NEW XFR TRANSFER 1 5X.X = REFERENCE WHERE ELEVATION N (E) EXISTING NOM NOMINAL SX.X 15 TAKEN o EA EACH O.C. ON CENTER N EQ EQUAL O/F OUTSIDE FACE (i DOOR MARK PER SCHEDULE Cn m E5 EA 511DE 055 ORIENTED STRAND BOARD 0 EW EACH WAY OH OVERHANG O WINDOW MARK PER SCHEDULE X EXT EXTERIOR PE PRE ENGINEERED FF FLUSHED FRAMED, FINISHED FLOOR fE PLATE FLR FLOOR PLC5 PLACE5 Z , FND FOUNDATION P-NAILS PNEUMATIC NAILS LL REVISIONS DATE PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 BUILDING DESIGN NOTES ARCHITECTURAL THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THE ARCHITECTURAL WORK, WHICH INCLUDES: EXTERIOR AND INTERIOR FIN15HE5, EXTERIOR FLASHING & CAULKING, INTERIOR FLOORING, TRIM, ETC. DAMAGED BY THE FIRE (5MOKR OR HEAT) 5HALL REMOVE AND REPLACE THE ARCHITECTURAL ITEM-5 TO MATCH ORIGINAL CONDITIONS. THE ARCHITECTURAL WORK 5HALL BE PER THE 2015 IBC A5 AMMENDED 4 ADOPTED BY CITY OF EDMOND5 AND THE 5TATE OF WA5HINGTON. ELECTRICAL, MECHANICAL, & PLUMBING: THE CONTRACTOR AND 5U5CONTRACTOR5 PERFORMING THE ELECTRICAL, MECHANICAL, 4 PLUMBING WORK 5HALL IN5TALL NEW ITEM5 TO MATCH THE ORIGINAL ITEM5.5EPARATE PERMITS FOR ELECTRICAL AND MECHANICAL SHALL BE SUBMITTED TO CITY OF EDMOND5 BY THE ELECTRICAL AND MECHANICAL GONTRACTOR5. THE ELECTRICAL 4 MECHANICAL CONTRACTOR5 ARE RESPONSIBLE FOR 5PECIFICATION5 OF ELECTRICAL SERVICES (A5 REOV), MECHANICAL EQUIPMENT (A5 REQV), 4 PLUMBING FIXTURE5 (A5 REQID). ALL WORK 5HALL COMPLY WITH CURRENT ELECTRICAL, MECHANICAL, AND PLUMBING CODE5 A5 AMMENDED 4 ADOPTED BY CITY OF EDMOND5 AND THE 5TATE OF WA5HINGTON. PROJECT TEAM CONTRACTOR: 5TATEWIDE RE5TORATION GONTRACTOR5 LICENSE' 5TATERI866KH CONTACT: NICK YERMALAYOV 425.346.6504 (C) SHEET INDEX GENERAL C5-1 COVER5HEET 4 PROJECT INFO C5-2 51TE PLAN C5-3 UTILITY & ER05ION CONTROLL PLAN C5-4 EROSION CONTROL DETAIL5 ARCHITECTURAL A0.0 DE51GN NOTE5 41.0 MAIN FLOOR PLAN AU BASEMENT FLOOR PLAN A1.2 ADA RE5TROOM A1.3 REFLECTED CEILING PLAN A1.4 ROOF DRAINAGE PLAN A2.0 BUILDING SECTION (1 OF 3) 42.1 BUILDING 5ECTION (2 OF 3) A2.2 BUILDING 5ECTION5 (3 OF 3) A2.3 FIRE -RATED DETAIL5 A3.0 ELEVATIONS 24 TOTAL 5HEET5, TH15 SET INVESTIGATIVE/RE5TORATION ENGINEER BC INVESTIGATIVE ENGINEER5 CONTACT: JE55E BINFORD, PE PRINCIPAL 253.610.9513 5TRUCTURAL 51.0 TYPICAL 5TRUCTURAL NOTE5 51.1 TYPICAL 5TRUCTURAL NOTE5 4 FRAMING 5CHEDULE5 51.2 5W TABLE 4 DETAIL5 52.0 FOUNDATION PLAN 4 NOTE5 52.1 MAIN FLOOR FRAMING PLAN 52.2 FOUNDATION DETAIL5 53.0 ROOF FRAMING PLAN 54.0 FRAMING DETAIL5 (1 OF 2) 54.1 FRAMING DETAIL5 (2 OF 2) VICINITY MAP a • inns.... PRC Edmonds (r onnc-dy f 1 S_- Ballinger Lake Park s Local Rools Marijuana) ARCADE FDITION © - ©Scnber Lake High School Edmonds Castle s Former Woodway r - High SchoolQ - -nprrtan,y clo¢ctl •,""•, _am v. av f - t"? - °' 3 s 2_ar stsw f Boat Ramp At ' Madrona K-8 School © Safeway ® - Lake Baihnger © Lekonow or ,a - f ©Family Pancake House s - Nile Shrine is , 23MSISW 9Slarslnthe Sky f Edmount .°' Island L]tj J w • • RESUB Nov 14 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CO DO NNE ►-� o z w �W oil • w O CL LLJ 0:� O ..,., FIRDALE VILLAGE.,„„ t -...Rea •Tia TrinPs Pantry ©Dennys 4?Ponera Bread, ^WV aamn sr sw Catholic Cemetery rGarden F Sanmaru Grill© QCos[co Wholesale it . Costco GasolineQ N 2001h St H I L L W O O D �� °���� -� - Ballinger Commons Q Melvin G Syre © f - 19pLy - o Apanment Homes ntary School a . hmond Beach 3 0 Q N N C7 N N rn O 'o1 m 0 X a z BURY SHEETING IN 4"x6" TRENCH A MIN. OF 8 FT. 6 MIL (MIN) ANCHOR WEIGHTS WITH SETBACK FROM TOP OF CLEAR PLASTIC STAKES SLOPE, BACKFILL WITH STRAW SHEETING WASHED ROCK 10I l WATTLE PROVIDE ENERGY Q SOIL BERM DISSIPATION AT TOE g WHEN NEEDED — \\\ STRAW BALES CONVEY RUNOFF TO APPROVED LOCATION STOCKPILES TOE IN SHEETING IN 4"x6" TRENCH A MIN. OF 3 FT. SETBACK FROM BOTTOM OF SLOPE, BACKFILL WITH WASHED ROCK CONVEY RUNOFF TO APPROVED LOCATION SLOPES 6 MIL (MIN) CLEAR PLASTIC SHEETING ANCHOR WEIGHTS WITH STAKES CONVEY RUNOFF TO APPROVED LOCATION \ \ T MIN. STOCKPILE &EXPOSED SLOPE COVERING- NT5 Q 0 TREE PROTECTION FENCING AND SIGN 1. CHAIN LINK, WIRE MESH, OR SIMILAR OPEN RIGID MATERIAL (NO PLYWOOD) 2. MUST BE INSTALLED PRIOR TO DEMOLITION OR GROUND DISTURBANCE 3. KEPT IN PLACE FOR THE DURATION OF CONSTRUCTION 4. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA: MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING, OR WASHING 5. MODIFICATIONS OF THESE REQUIREMENTS BY APPROVAL OF SDCI PLANNER ONLY 6. IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST 7. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS 1. ORANGE MESH OR SIMILAR OPEN MATERIAL 2. MINIMIZE CONSTRUCTION ZONE 3. PROTECT VEGETATION OUTSIDE CONSTRUCTION ZONE WITH FENCING AS SHOWN 4. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS oz CANOPY DRIP LINE DEFINES TREE & VEGETATION PROTECTION AREA TREE & VEGETATION FENCING AROUND ENTIRE DRIP LINE ON PERMIT SITE. ALTERNATIVE TREE PROTECTION, IF APPROVED BY SDCI, AS SHOWN ON SITE PLAN TREE &VEGETATION PROTECTION NT5 4"- 8" QUARRY SPALLS IF A ROADSIDE DITCH IS, PRESENT, INSTALL GEOTEXTILE DRIVEWAY CULVERT PER KCRDCS 12" MIN. THICKNESS \I/1TGC. \ M PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA • PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. • IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. STABALIZED CONSTRUCTION ENTRANCE NT5 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. --� —_ -- --- 6'MAX. POST SPACING MAY BE U INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE 2"X2" BY 14 Ga. WIRE ORS EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC JI MINIMUM 4"x4" TRENCH —/, '72 KFILL TRENCH WITH NATIVE SOIL R 3/4" TO 1-1/2" WASHED GRAVEL "x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT z SILT FENCE �-4 Nrs STANDARD STRENGTH FILTER FABRIC � GRATE 4 a4CATCH BASIN SOLID ;. WALLS FILTER -4. MEDIA FOR i DEWATERING FILTER FABRIC PROTECTION CATCH BASIN GRATE OVERFLOW w w .a POROUS BOTTOM CATCH BASIN INSERT NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS: • A MIN. 0.5 C.F. OF STORAGE, • THE MEANS TO DEWATER THE STORED SEDIMENT, • AN OVERFLOW, AND • CAN BE EASILY MAINTAINED. CATCH BASIN PROTECTION NT5 z (V • 40 4D O DESIGN NOTES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) GENERAL FLOOR PLAN NOTES 0 cn CD z Q m 0 Of 0 co z Q N 0 N cn m 0 ENERGY CODE/BUILDING ENVELOPE- GENERAL 1, TENANT SPACES HEATED W/ HVAC UNITS) USING GAS W/ MIN.' 0O% EFFICIENCY. SEE ENERGY CREDITS FOR ADD'L INFO. 2. ALL WINDOWS 4 DOORS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO MINIMIZE AIR LEAKAGE. 3. ALL VAPOR BARRIERS SHALL BE A MAXIMUM OF 1 PERM, 4. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUM SHALL BE SEALED, CAULKED AND GASKETED TO LIMIT AIR LEAKAGE. ELECTRICAL- GENERAL 1. BUILDING SHALL BE WIRED WITH NMB 90 NONMETALLIC SHEATHED GABLE (COMPLIES w/US STANDARDS: NM52C14U5-14/2 WIRE± NM52C12U5- 12/2 WIRE± NMB3C14U5- 14/3 WIRE). 2. (E) SERVICE ENTRANCE ABOVE GROUND (ASSUMED). ELECTRICAL LIGHTING I. LIGHTING CONTROLS SHALL BE PROVIDED FOR EACH SEPARATE AREA, READILY ACCESSIBLE AT THE POINT OF ENTRY/EXIT. CONTROLS SHALL BE CAPABLE OF TURNING OFF ALL LIGHTS WITHIN THE SPACE. 2. MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SHALL NOT EXCEED A 15 AMPERE CIRCUIT LOADED TO 00% CAPACITY, MECHANICAL SYSTEM- GENERAL 1. THERMOSTAT SHALL BE RATED FOR INTERIOR OR EXTERIOR WALL INSTALLATION. NOT APPLICABLE FOR ELECTRIC HEAT 2. SEAL ALL TRANSVERSE DUCT JOINTS, 3. SUPPLY AIR DIFFUSERS SHALL BE PROVIDED WITH MANUAL DAMPERS FOR BALANCING THE SYSTEM. 4, DUCTS SHALL BE SEALED IN ACCORDANCE WITH SMACNA- METAL DUCT AND FLEXIBLE CONSTRUCTION STANDARDS 15T ADDITION, 5. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND OWNER PRIOR TO AN APPROVED FINAL INSPECTION. (WSEC C402.5.1.2) 6. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THE SPECIFIC AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE (2.0 L/S X M2 AT 15 PA) AT THE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E ii9 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL, (WSEC C402.5.1.2), IS REQUIRED PRIOR TO FINAL INSPECTION. 1. A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. (WSEC C402.5.1.2) PLUMBING- GENERAL 1. ALL PLUMBING TO BE IN ACCORDANCE WITH THE AMENDED 2015 PLUMBING CODE. 2. ALL FITTINGS TO BE BOWPEX (BRASS/BARB) TS, ELBOWS, AND COUPLINGS. 3. ALL DRAINAGE PIPE TO BE ABS SCHEDULE 40. 4. ALL WATER PIPE TO BE PEX POTABLE TUBING (ULC LISTED). PERFORMANCE STANDARDS PER ASTM F8l6/F8ll, 5. ALL PIPES TO BE SECURED USING APT TUBE CLAMPS. ABS TO BE BLOCKED 4 STRAPPED. 6, ALL SINKS SHALL BE EQUIPPED WITH CLEAN -OUT, 1. ALL WATER PIPES OUTSIDE OF CONDITIONED SPACE SHALL BE INSULATED AND EQUIPPED WITH HEAT TRACE TAPE. 8, MIN R-10 INSULATION UNDER WATER HEATER SHALL BE MET BY THE R-34 GATT INSULATION LOCATED IN THE FLOOR 9. THE HOT WATER TANK SHALL COMPLY WITH STANDARD: ANSI Z21.10.1-1998. FLOOR PLAN NOTES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) (N) VINYL WINDOWS: SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETWEEN HOMEOWNER 4 CONTRACTOR (N) INTERIOR FINISH SCHEDULE: (N)1/2" GWB ALL INTERIOR WALLS w/6d COOLER NAILS @ 1/1 MINIMUM SPACING, UNO PER THE PLANS. (N)1/2" GCB ALL INTERIOR CEILINGS W/ 6d COOLER NAILS o 1/1 SPACING, UNO PER THE PLANS. USE APPROVED BACKER BOARD MATERIALS AS LISTED PER R102.4.2 ON THE BATH TUB 4 SHOWER WALLS. ALL OTHER FINISHES SUCH AS FLOOR AND COUNTER COVERINGS TO BE SELECTED BY THE CONTRACTOR (N) DOORS: SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETWEEN HOMEOWNER & CONTRACTOR (N) ROOF VENTING: PROVIDE VENTING PER PLANS. (N) INSULATION: PROVIDE R-21c UNFACED BATT INSULATION FOR (N) WALLS. PROVIDE R-30c FACED GATT INSULATION FOR MAIN FLOOR/BASEMENT CEILING INSULATION, PROVIDE R-49 BLOWN -IN INSULATION FOR ROOF INSULATION. PROVIDE 3" RIGID INSULATION (R-22.5) FOR (N) FURRING WALLS WALL LEGEND 7/7/7//77, (E) 2HR RATED SEPARATION WALLS PER DETAIL 5/A2.3 (N)1HR RATED 2xl EXT WALLS PER DETAIL A/A2.3 77 ///77-77 (N) FULL -HEIGHT 2x4 FURRING WALLS (N) 2x4/2x6 INTERIOR WALLS CONTRACTOR NOTE: CONTRACTOR SHALL TAKE TIME TO THOROUGHLY VERIFY ALL DIMENSIONS, HEIGHTS, STAIR RISE AND RUN, FRAMING LUMBER SIZE COMPATIBILITY, STEM WALL HEIGHTS, ROOF PITCH, OVERHANGS AND ANY OTHER CONDITION WHERE NEW CONSTRUCTION MEETS EXISTING, PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL TAKE TIME TO LAYOUT NEW CONSTRUCTION TO VERIFY THE COMPATIBILITY BETWEEN NEW AND EXISTING CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND CONTACT BCIE IMMEDIATELY. WINDOW SCHEDULE MARK WINDOW SIZE WIDTH X HEIGHT Windown Construction Remarks FRAME GLASS COLOR OPERATION U-FACTOR SHGT VT A 3'-6" x 6'-O" ALUM CLEAR BLACK FIXED 0.30 0.30 0.60 STOREFRONT, TEMPERED B 5'-0" x 214" ALUM CLEAR BLACK SLIDER 0.315 0.38 0.60 - NOTES: 1. ALL WINDOW OPENINGS SHALL BE WEATHER WRAPPED BEFORE WINDOWS ARE INSTALLED. 2. INSTALL WINDOWS PER MANUFACTURERS RECOMMENDATIONS. 3. COORDINATE FINISHES/STYLES W/ OWNER I. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT IF ANY D15CREPENCIE5 ARE FOUND, ALL WORK SHALL BE IN COMPLIANCE WITH NFPA, OSHA, 2015 IBC, AND ALL OTHER PPLICABLE GOVERNMENT AND REGULATORY AGENCIES. 2. MAINTAIN A MINIMUM OF 36" CLEAR, UNOBSTRUCTED EMERGENCY EXIT AISLE TOWARD DESIGNATED EXIT. 3. ALL DOORWAY THRESHOLDS MUST COMPLY WITH CURRENT AND APPLICABLE CODE REQUIREMENTS. 4. ALL EXITS TO THE EXTERIOR OF THE BUILDING SHALL BE SIGNED AND ILLUMINATED PER IBC SECTION 1008. 5. PROVIDE A FLOOR OR LANDING ON EACH SIDE OF DOORS NOT MORE THAN 1" LOWER THAN THE THRESHOLD OF THE DOORWAY (1/2" IF BEVELED 1:2). LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE DOOR DOORS IN FULLY OPENED POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN i INCHES. 6. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT-CANDLE AT FLOOR LEVEL. 1. PROVIDE PORTABLE FIRE EXTINGUISHERS (2A105C OR BETTER) (1) FOR EVERY 3,000 SF OF BUILDING FLOOR AREA OR 15' OF TRAVEL DISTANCE. EXTINGUISHERS AND MOUNTING BRACKETS TO BE UL LISTED. & ALL FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS III OR HIGHER (FLAME SPREAD INDEX 7(o THRU 200 AND A SMOKE DENSITY OF 450). 9, THE BLDG., DOORS 4 WINDOWS SHALL BE SEALED, CAULKED, OR GASKETED. 10, ELECTRICAL WORK IS DESIGN -BUILD, THE ELECTRICAL WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICTAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK. 11. MECHANICAL WORK IS DESIGN -BUILD. THE MECHANICAL WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK, ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK. 12. PLUMBING WORK IS DESIGN -BUILD. THE PLUMBING WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY COPE, OR BY THE OF THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICTAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART SPECIFICTAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED OF THE WORK 13, CONTRACTOR AND ALL SUBCONTRACTORS ARE NOT TO SCALE ANY DRAWINGS TO IDENTIFY DIMENSIONS IF THERE ARE DIMENSIONS NOT SHOWN ON DRAWINGS CALL ARCHITECT / DESIGNER TO VERIFY THOSE DIMENSIONS. DOOR SCHEDULE MARK POOR SIZE TYPE DOOR CONSTRUCTION JAMB CONST. HDW THICK X WIDTH X HEIGHT CORE MAIL. FINISH MAIL. FINISH REMARKS (D 1 3/4" x 1'-0" x 1'-0" - SC ALUM FACTORY MTL BLACK STOREFRONT, TEMPERED OO 1 3/4" x 3'-6" x 1'-0" - SC ALUM FACTORY MTL BLACK STOREFRONT, TEMPERED O 1 3/v x 3'-0" x 6'-v - HG MTL FACTORY MTL PAINT - ® 1 3/6' x 2'-6" x 6'-a" - HC MTL FACTORY MTL PAINT - NOTES: 1. ALL EXTERIOR DOORS SHALL HAVE FULL WEATHER STRIPPING. 2. MAX. ACCEPTABLE U-VALUE + 0.4.15 FOR NON -SWINGING DOORS, TYP. ALL EXTERIOR DOORS. 3. COORDINATE FINISHES/STYLES W/ TENANT. 4. DOOR HARDWARE TO BE CHOSEN PER CONTRACTOR/OWNER. ALL HARDWARE PULLS, HANDLES, LOCKS, LATCHES OR OTHER OPERATING DEVICES SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE PER 2018 IBC 1010.1.9.1. 5, ALL MOUNTED HARDWARE WITH OPERABLE PARTS SHALL BE LOCATED BETWEEN 34" AND 415" ABOVE THE FINISHED FLOOR PER 2010 IBC 1010.1.9.2. 6. ALL INTERIOR 4 EXTERIOR DOORS SHALL BE READY OPENABLE FROM THE EGRESS SIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE PER 2010 IBC 1010.1.9, 7, PANIC AND FIRE EXIT HARDWARE SHALL BE PROVIDED ON ALL DOORS W/ LOCKS AND LATCHES PER 2010 IBC 1010.1.10 BUILDING ENERGY CREDIT OCCUPANCY M MORE EFFICIENT HVAC PERFORMANCE: CREDITS 3 C406.2 MORE EFFICIENT HVAC EQUIPMENT AND FAN PERFORMANCE. NO LESS THAN 90 PERCENT OF THE TOTAL HVAC CAPACITY SERVING THE TOTAL CONDITIONED FLOOR AREA OF THE ENTIRE BUILDING, OR TENANT SPACE IN ACCORDANCE WITH SECTION C406.1.1, SHALL COMPLY WITH SECTIONS C406.2.1 THROUGH C406.2.3, FOR SYSTEMS REQUIRED TO COMPLY WITH SECTION C403.1.1, HVAC TOTAL SYSTEM PERFORMANCE RATIO, EXCEED THE MINIMUM REQUIREMENT BY 10 PERCENT, REDUCED LIGHTING POWER: OPTION 2: CREDITS 4 C40(o.3.2 REDUCED LIGHTING POWER OPTION 2, THE TOTAL CONNECTED INTERIOR LIGHTING POWER CALCULATED IN ACCORDANCE WITH SECTION C405.4.1 SHALL BE 80 PERCENT OR LESS OF THE LIGHTING POWER VALUES SPECIFIED IN TABLE C405.4.20) TIMES THE FLOOR AREA FOR THE BUILDING TYPES, OR BY USING 80 PERCENT OR LESS OF THE TOTAL INTERIOR LIGHTING POWER ALLOWANCE CALCULATED IN ACCORDANCE WITH SECTION C405.4.2, REQUIRED ENERGY CREDITS: 6 PROVIDED ENERGY CREDITS: i OCCUPANCY B MORE EFFICIENT HVAC PERFORMANCE: CREDITS 3 C406.2 MORE EFFICIENT HVAC EQUIPMENT AND FAN PERFORMANCE. NO LESS THAN 90 PERCENT OF THE TOTAL HVAC CAPACITY SERVING THE TOTAL CONDITIONED FLOOR AREA OF THE ENTIRE BUILDING, OR TENANT SPACE IN ACCORDANCE WITH SECTION C406.1.1, SHALL COMPLY WITH SECTIONS C406.2.1 THROUGH C406.2.3, FOR SYSTEMS REQUIRED TO COMPLY WITH SECTION C403.1.1, HVAC TOTAL SYSTEM PERFORMANCE RATIO, EXCEED THE MINIMUM REQUIREMENT BY 10 PERCENT, REDUCED LIGHTING POWER: OPTION 2: CREDITS 4 C40(o.3.2 REDUCED LIGHTING POWER OPTION 2, THE TOTAL CONNECTED INTERIOR LIGHTING POWER CALCULATED IN ACCORDANCE WITH SECTION C405.4.1 SHALL BE 80 PERCENT OR LESS OF THE LIGHTING POWER VALUES SPECIFIED IN TABLE C405.4.20) TIMES THE FLOOR AREA FOR THE BUILDING TYPES, OR BY USING 80 PERCENT OR LESS OF THE TOTAL INTERIOR LIGHTING POWER ALLOWANCE CALCULATED IN ACCORDANCE WITH SECTION C405.4.2, REQUIRED ENERGY CREDITS: 6 PROVIDED ENERGY CREDITS: i q q q Q Q q o W W • 7 Al 11-10-22 CITY REVIEW COMMENTS 45'-O" (CTV) [� (N) 2x6 EXT WALLS R_� 8'-8" 35'-9 1/2" 6 1/2" wig � - co z ° / A 42.2 NIN N (N) WINDOWS FOR FIRDALE I a o EAST END UNIT Al OVE DUE / TO (N) ROOF STRUCTURE (N) UNISEX = CV D ADA RSTRM SEE SKEET A1.2 FOR 51M / ACCESSIBLE LAYOUT INFO W =IN 1 (E) SOCK FOR (N) NYAC W/ q �� lN) GALY/PAINTED LOUVERED METAL SCREENING ALL SIDES �, q OCCUPANCY M W-A) (MIN OF 7'-0' CALL) PER ►� BASE AREA = 1,936 OWNER/CONTR 4 INSTALLED TOTAL 5LDG AREA = 15,606s (N) STORAGE PER MFR SPECS q q AREA % = 12.4% TOTAL AREA ALLOWED = 14,000* FRONTAGE INCREASE = 125 a MAX AREA ALLOWED = 2,100* (AS % OF OCCUPANCY)Lli J Ll � N � J OCCUPANCY LIMITS FOR (1) EXIT = 1,9360/60 OLF = 32.3 (30) 11'-11 3/8" ) W UNIT 9601 FUTURE MINI -MART TENANT m z MAXIMUM TRAVEL DISTANCE TO EXIT = 15'-0" MAX z PARTIAL MAIN FLOOR PLAN FOR CODE ° SCALE: 1/S" = 1'-0" A2.1 (N) OFFICE wW� W qo� ca O ,8, 1 �NJ��$ / � 3 `8� o • O O O o A RES U B o w A2.0 Nov 14 2022 � � � ��� CITY OF EDMONDS /7� DEVELOPMENT SERVICES 3'-8" 3'-8" 3'-8" 5'-10" DEPARTMENT N N ao .00 �� o W Q cr� MAIN FLOOR PLAN N 5C4LE: 1/4' = 1'-0" w CD �W N CD Q o w u u o �w O ry z w � 0 O z o � M c� Q q 0 0 W 0 z Q 0 CD N oO 0 O O O o X N Q Z N L� � w I File Nome: X:\JOBS\2021\21004\PLANS OR DRAWINGS IN IE\21004 A1.1.DWG Plotted: 8/24/2022 10: 23 AM Q A b70O�O�O X Cl X��(nn O-4 M0 3 p I �� A D C 11 r— ?R> Z Q N �r l7 M M l7Fjj W z �, (3 _ X O 1�, st- X ii N - zzi ! l4r O c Cl m z X m z 00, z O �o n O v m 121-211 81-41100 Z z Mc I> rn r l7� n rn> Z nrn0 N Cp =D c 3 U' M M Z mrnco rrr, p m o�ro 0 51-911 10'-3 1/2" ° �c rn c� O rno Z b0 = z0) O U, =D c �cy, rn Z O w LO r fn cp rn�� M OOW 70 O O O �'-1 1/4' 11 ' O N 21-1 1/4' I 8'-4 1/2' w CD 10 - 4 z mN LOX 8'-41/2' mLO W O 2'-11/4' � O - O O O O O W c� O rc 65 ry LO 70 W \ rn N w z 0 ;- a) � N IV �_ O 111-0 1/211 51-011 rn rn Y/ 1(0'-0 1/2' (CTV) 0 0 (N) 2x6 CRIPPLE WALLS 07 I rn 3 U' rn z I> r r SHEET DESIGNED BY FOR: TITLE: JB BRA INVESTIGATIVE m� o ��� oEABj��o A]J c" �w ENGINEERS LLC DM° STATEWIDE RESTORATION FIRDALE VILLAGE II FIRE o a CHECKED B Y M U) 0 13450 NE 177TH PL 9617 FIRDALE A VE JOB NO. m '< O TO zmz Q APPROVED B Y - RESPONSIVE ACCURATE • THOROUGH M � � � WOODINVLLE, WA 98072 EDMONDS, WA 98020 06 46 w� JB SIOIST 21004 253.833.5557 (0) s DA TE.253 833 7309 T) LT:24 22 3605 C STREET N.E. AUBURN, WA. 98002 www.bcle.net 1. 888.335 5557 (T) OS 24 22 CA USE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN 0 EXPERT WITNESS * ACCIDENT INVESTIGATION o SEISMIC HAZARD ASSESSMENT o STRUCTURAL CONSULTING 0 FAI c� z Q ry 0 ry 0 V) z Q 0 0 TOILET 5EAT COVER DISPENSER LAVATORY DI5PEN5ER/WA5TE DOOR 5PECIFIED RECEPTACLE PER PLANS MOUNTING HEIGHTS DIAGRAM NT5 FRP WAIN5COT, TYP VINYL COVE BASE, (N) 36"GRAB BAR PER - 1CC/A5N51 REQUIREMENT5 IN5ULATE UNDER5INK PIPE5 ❑3 , (N) DOOR PER PLAN 10-1 WSULAiE UNDERSINK PIPES (N) ]a` GRAB BAR PER ICC/A5N51 REQUIREMENT5 (N) 42" GRAB BAR PER ICC/A5N51 REQUIREMENT5 RESTROOM INTERIOR ELEVATIONS NT5 RESTROOM FIXTURE SCHEDULE ITEM DE5CRIPTION MFR 5TYLE QTY OI (N) HANDICAP MOUNTED FLUSH VALVE TOILET (BOWL 4 TANK) PER OWNER 1 2O (N) WALL MOUNTED LAY PER OWNER I O3 (N) GRAB BAR (HORIZONTAL 4 VERTICAL PER ICC/A5N51 REQUIREMENTS) PER OWNER 1 ® (N) TOILET 5EAT D15PEN5ER PER OWNER I O (N) WALL MOUNTED 5OAP DISPENSER PER OWNER I ® (N) TOWEL DI5PEN5ER/WA5TE RECEPTACLE PER OWNER I O (N)18"44" MIRROR PER OWNER I ® (N) TOILET PAPER DISPENSER PER OWNER I O9 (N) RE5TROOM FAUCET 5ET (LEVER 5TYLE) PER OWNER I lO NOT U5ED PER OWNER I 11 (N) OPEN FRONT 5EAT FOR WATER CL05ET PER OWNER I 12 (N)/(E) FLOOR DRAIN PER OWNER I SHEET VINYL FLOOR TO RUN CONT UP 4 ONTO WALLS MIN 6" FOR COVE 5A5E ICC/ANSI 5ECTION 604.3 60" MIN WIDE CLEARANCE PERP FROM 511DE WALL AND 56" MIN DEEP CLEARANCE PERP FROM REAR WALL. NO 055TRUCTION5 WITHIN TH15 C CLEARANCE 0 *"-9" MAX Ilw,d I, �A 1 MAX " 15" MIN CLEAR SINGLE HANDI-CAP STALL 5C4LE: 1/2" = 1'-0` m � W 44 • • • IFI lcco� 0 0 FAI z Q ry 0 ry 0 V) z Q 0 0 N O N cn m 0 xl a z BASEMENT REFLECTIVE CEILING PLAN SCALE: 1/4" = 1'-0" REFLECTED CEILING NOTES: `\\� PRIMARY DAYLIGHT ZONE W/ CONTINUOUS DIMMING PER C405.2.4 SECONDARY DAYLIGHT ZONE W/ CONTINUOUS DIMMING PER C4052.2.4 TO BE CONTROLLED SEPARATELY FROM THE PRIMARY DAYLIGHT ZONE o LIGHTING SYSTEM IS SHOWN SCHEMATICALLY AND IS TO BE BIDDER DESIGNED TO MEET REQUIREMENTS OF OWNER, MECHANICAL SYSTEM, AND APPLICABLE CODES AND REQUIREMENTS. • ALL FLUORESCENT LAMPS SHALL BE T5 OR TO WITH ELECTRONIC BALLASTS. ALL SWITCHES AND COVER PLATES TO BE WHITE OR AS SELECTED BY OWNER LIGHT SWITCHING TO BE BIDDER / OWNER DESIGN AND SHALL BE PER 1513.1 LOCAL CONTROL AND ACCESSIBILITY: EACH SPACE, ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, SHALL BE PROVIDED WITH LIGHTING CONTROLS LOCATED WITHING THAT SPACE. THE LIGHTING CONTROLS, WHETHER ONE OR MORE, SHALL BE CAPABLE OF TURNING OFF ALL LIGHTS WITHIN THE SPACE. THE CONTROLS SHALL BE READILY ACCESSIBLE, AT THE POINT THE POINT OF ENTRY/EXIT, TO PERSONNEL OCCUPYING OR USING THE SPACE. 15131 AREA CONTROLS: THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR AUTOMATIC CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A TWENTY AMPERE CIRCUIT LOADED TO NOT MORE THAN EIGHTY PERCENT. A MASTER CONTROL MAY BE INSTALLED PROVIDED THE INDIVIDUAL SWITCHES RETAIN THEIR CAPABILITY TO FUNCTION INDEPENDENTY. CIRCUIT BREAKERS MAY NOT BE USED AS THE SOLE MEANS OF SWITCHING. EXCEPTIONS: 1. INDUSTRIAL OR MANUFACTURING PROCESS AREAS, AS MAY BE REQUIRED FOR PRODUCTION, 2. AREAS LESS THAN FIVE PERCENT OF FOOTPRINT FOR FOOTPRINTS OVER 100,000 SQUARE FEET. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS AND PULL LINES AS REQUIRED. REFER TO MANUFACTURER'S SPEC FOR SPECIFIC REQUIREMENTS. CONTRACTOR TO COMPLY WITH STATE OF WASHINGTON AND LOCAL JURISDICTIONS' ORDINANCE REQUIREMENTS AND POLICIES. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. 0 CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO VISUAL ALARMS, TO MEET ALL APPLICABLE CODES, IF REQUIRED. MAIN FLOOR REFLECTIVE CEILING PLAN SCALE: 1/4" = 1'-0" DAYLIGHT RESPONSIVE CONTROLS NOT REQUIRED FOR SIDELIT ZONES ON THE FIRST FLOOR ABOVE GRADE IN GROUP M OCCUPANCIES LIGHTING SCHEDULE NUM, MANUFACTURER FIXTURE TYPE LAMP REMARKS A BY CONTRACTOR (2) LED TUBES LED, T5, 4' SURFACE MOUNTED B BY CONTRACTOR (1) LED TUBE LED, T5, 4' SURFACE MOUNTED C BY CONTRACTOR (1) LED BULB A21 RECESSED D BY CONTRACTOR (1) LED BULB A21 VANITY E BY CONTRACTOR (1) LED BULB LED, PER MFR EXIT LIGHTING F BY CONTRACTOR (1) LED BULB LED, PER MFR DAYLIGHT SHUT-OFF CONTROLS (C405.2.6.1) LIGHTING FIXTURE LEGEND ELECTRICAL LEGEND lx4 FLOORESCENT FIXTURE $ LIGHT SWITCH, SINGLE POLE, WALL MOUNTED 4 VANITY LIGHTING SURFACE MOUNTED LIGHTING $ 3 LIGHT SWITCH, THREE WAY WALL MOUNTED EXIT LIGHT W/ BATTERY BACK-UP $o, OCCUPANCY SENSOR LIGHT SWITCH, SINGLE POLE, WALL MOUNTED $r TIME SWITCH CONTROL LIGHT SWITCH, SINGLE POLE, WALL MOUNTED � q W 44 • i • M • W q W • 7 O 00 FA UNVENTED ATTIC OPTION: R806.5 UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. UNVENTED ATTIC ASSEMBLIES SHALL BE PERMITTED IF ALL THE FOLLOWING CONDITIONS ARE MET: 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASSEMBLY. 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MINIMUM 1/4- INCH ((o MM) VENTED AIR SPACE SEPARATES THE SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHEATHING. 4. N/A - CLIMATE 4C. 5. INSULATION SHALL COMPLY WITH ITEM 5.3 AND EITHER ITEM 5.1 OR 5.2: 5.1 ITEM 5.1.1, 5.1.2, 5.1.3 OR 5.1.4 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHEATHING, 5.1.1. WHERE ONLY AIR -IMPERMEABLE INSULATION IS PROVIDED, IT SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. 5.1.2. WHERE AIR -PERMEABLE INSULATION IS INSTALLED DIRECTLY BELOW THE STRUCTURAL SHEATHING, RIGID BOARD OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH THE R-VALUES IN TABLE R806.5 FOR CONDENSATION CONTROL. 5.1.3. WHERE BOTH AIR -IMPERMEABLE AND AIRPERMEABLE INSULATION ARE PROVIDED, THE AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH ITEM 5.1.1 AND SHALL BE IN ACCORDANCE WITH THE R-VALUES IN TABLE R806.5 FOR CONDENSATION CONTROL. THE AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. 5.1.4. ALTERNATIVELY, SUFFICIENT RIGID BOARD OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING TO MAINTAIN THE MONTHLY AVERAGE TEMPERATURE OF THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING ABOVE 45OF (I°C). FOR CALCULATION PURPOSES, AN INTERIOR AIR TEMPERATURE OF 68TF (20°C) IS ASSUMED AND THE EXTERIOR AIR TEMPERATURE IS ASSUMED TO BE THE MONTHLY AVERAGE OUTSIDE AIR TEMPERATURE OF THE THREE COLDEST MONTHS. 5.2 N/A - CLIMATE 4C (APPLICABLE TO CLIMATE ZONES 1, 2 4 3) 5.3 WHERE PREFORMED INSULATION BOARD IS USED AS THE AIR -IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONTINUOUS LAYER f M CLIMATE ZONE MINIMUM RIGID BOARD ON AIR -IMPERMEABLE INSULATION R-VALUE 25 AND 35 TILE ROOF ONLY 0 (NONE REQUIRED) 1A, 2A, 25, 3A, 35, 3C R-5 4C R-10 a b 4A, 45 R-15 a b 5 R-20 6 R-25 7 R-30 8 R-35 CONTRIBUTES TO BUT DOES NOT SUPERSEDE THE REQUIREMENTS IN SECTION N1102. ALTERNATIVELY, SUFFICIENT CONTINUOUS INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING TO MAINTAIN c. ALTERNATIVELY, SUFFICIENT CONTINUOUS INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING TO MAINTAIN THE MONTHLY AVERAGE TEMPERATURE OF THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING ABOVE 45T (7°C). FOR CALCULATION PURPOSES, AN INTERIOR AIR TEMPERATURE OF 68TF (20°C) IS ASSUMED AND THE EXTERIOR AIR TEMPERATURE IS ASSUMED TO BE THE MONTHLY AVERAGE OUTSIDE AIR TEMPERATURE OF THE THREE COLDEST MONTHS. ON (N) CRICKET (AS NOTED � ROOF DRAINAGE PLAN NTS UNVENTED ATTIC PER NOTES & SECTIONS ON A2.0 4 A2.1 (N) FLASHING PER CONTR AS ROD 6 ALL ROOF PENETRATIONS, CURBING, 4 TRANSITIONS PER CODE 4 INDUSTRY STANDARDS CURBING TO BE MIN 6" ABOVE ROOF SURFACE (N) GUTTERS & DOWNSPOUTS TO (E) SPLASH BLOCKS (N) 60 MIL TO ROOFING W/ FLASHING, CANT STRIPS, AND CRICKETS PER CONTR 4 MFR GUIDELINES • • • W (N) 26GA GALV METAL CAP FLASHING CIQ �~� a (N) 26GA GALV METAL CAP FLASHING a o o (N) 5/4x6 TRIM PER OWNER/CONTR s �s (N) 26GA GALV FLASHING W/ ; �v (N) SIDING (PER ELEVATIONS) OVER i 2' MIN OVERHANG i (N) SIDING (PER ELEVATIONS) OVER (N) 30# BLDG PAPER OVER (N)1/2' NOM ' x (N) 26GA GALV FLASHING W/ (N) 300 BLDG PAPER OVER (N) 1/2'NOM PWD/OSB SHRUN TPO ROOFING UP EXT WALL TG EA SIDE OVER OVER , I ' ' 2' MIN OVERHANG I PWp/OSB SHtG EA SIDE OVER OVER (N) 2x4 STUDS 9 IV O.C. ; BEHIND (N) BLDG PAPER MIN 12" - x (N) 2x4 STUDS IV O.C. RUN TPO ROOFING UP AND OVER < RUN TPO ROOFING UP EXT WALL WALL AS RQD AT LOWER PARAPETS BEHIND (N) BLDG PAPER MIN 12" - M' RUN TPO ROOFING UP AND OVER (N) 26GA GALV DRIP EDGE FLASHING ; N WALL AS RQD AT LOWER PARAPETS �) LAPPED BEHIND (N) BLDG PAPER O (N) 26GA GALV DRIP EDGE FLASHING LAPPED BEHIND (N) BLDG PAPER op (N) 5/410 TRIM PER OWNER/CONTR W (N) 5/410 TRIM PER OWNER/CONTR (N) SMOOTH SIDING PANEL FASCIA q PER OWNER/CONTR (N) SMOOTH SIDING PANEL FASCIA PER OWNER/CONTR q CONE PARAPETS CONE PARAPETS q � q N W � (N) 26GA GALV DRIP EDGE FLASHING — — 2(oGA GALV DRIP DG G 1 Li I I (N) METAL GUTTER PER OWNER/CONTR ~ (N) 5/410 TRIM PER OWNER/CONTR TYPICAL (N) ROOF CONSTRUCTION I I • (N) SMOOTH SIDING PANEL (N) 60 MIL TPO ROOFING W/ FLASHING, CANT STRIPS PER i 1 (N) 5/410 TRIM PER OWNER/CONTR O N FASCIA PER OWNER/CONTR I I CONTR 4 MFR GUIDELINES OVER (N)1/2' PWD/OSB (SOLID) ROOF SHTG OVER (N) R-10 RIGID INSULATION OVER (N) SMOOTH SIDING PANEL FASCIA (N) 5/8' CDX PWD/OSB (SOLID) SHTG OVER (N) 24' PE TRUSSES PER OWNER/CONTR �1, 6 24' O.C. PER STRUCT W/ 2-(N) LAYERS OF 5/8' TYPE 'X' GCB W/ I I 0 NO 1-PERM PVA PAINT 4 NO VAPOR BARRIER - PROVIDE — — (N) R-38c UNFACED GATT INSULATION APPLIED DIRECTLY TO 1 l UNDERSIDE OF SHTG L4 W f4 1 12 (N) PWD SOFFIT PER OWNER/CONTR W (N) FWD SOFFIT PER OWNER/CONTR I I OVER (N) 5/8' TYPE 'X' GCB q O OVER (N) 5/8' TYPE 'X' GCB O 77� 1 I I .. o I --J RESUB °� x Nov 14 2022 L4 I CITY OF EDMONDS cn c I DEVELOPMENT SERVICES C� DEPARTMENT DO O I N N ao TYPICAL (N) 2x6 EXTERIOR WALL CONSTRUCTION: UNIT 9601 = W (N) HORIZ COMP LAP SIDING TO MATCH OVER FUTURE MINI -MART TENANT (N) 30# BLDG PAPER OVER (N)1/2' NOM LP FLAME -BLOCK q W PLUS FIRE -RATED SHTG OVER (N) 2x6 STUDS a IV O.C. W/ (N) R-21c UNFACED GATT INSULATION 4 O v Q (N) 5/8' TYPE 'X' GWB 4 1-PERM PVA PAINT e INTERIOR I N I W N (E) GONG SIDEWALK Q �W Q ►-� (N) 26GA GALV FLASHING 2' MIN GAP FOR SIDING OVER SOG — — — — TYPICAL (N) FLOOR CONSTRUCTION: o 1 (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (N) 1/2NOM PWD/OSB w W a I I UNDERLAYMENT OVER (N) 3/4' NOM PWD/OSB FLOOR SHTG OVER (N) 12' (N) BEAMS PER STRUCT WRAPPED W/ W Q _ I DEEP PE FLOOR JOISTS 6 12'/16' O.C. PER STRUCT W/ (N) 5/8' TYPE 'X' GCB (N) 5/8' TYPE 'X' GWB o I I OVER (N)1/2' RESILIENT CHANNEL TO UNDERSIDE JOISTS - PROVIDE O W a d 1 a (N) R-30c FACED GATT INSULATION W/ FACING WARM SIDE FLOOR BTWN (N) EXT WALLS AS SHOWN w W 6' UNIT 9605Bcn M W c� (N) WATER-RESISTANT I I FUTURE TENANT QMEM5RANE OVER 5.0. EXT I I (N) 2x4 FURRING WALL CONSTRUCTION: o WALL & FLOOR W/ 6 MIN LAP �_ _ _ _ _ �� (N) 5/8' TYPE 'X' GWB @ INTERIOR W/ 1-PERM PVA PAINT q ry BEHIND (N) BLDG PAPER OVER (N) 2x4 WOOD STUDS 6 16' O.C. W/ (N) 3' RIGID �:4 m q ATTIC/STORAGE NO WORK UNIT 9613 NO WORK UNIT 9627 WORK UNDER PERMIT 5LD2020-0999 0 VA cn c� z Q ry 0 ry O Z Q J O O (N) 26GA GALV FLASHING W/ 2' MIN OVERHANG RUN TPO ROOFING UP EXT WALL BEHIND (N) BLDG PAPER MIN 12" (N) ROOF CONSTRUCTION: (N) 60 MIL TPO ROOFING W/ FLASHING, CANT STRIPS PER CONTR 4 MFR GUIDELINES OVER (N)1/2' PWD/OSB (SOLID) ROOF SHTG OVER (N) R-10 RIGID INSULATION OVER (N) 5/8' CDX PWD/OSB (SOLID) SHTG OVER (N) 2xl2 RAFTERS s 24' O.C. PER STRUCT W/ 2-(N) LAYERS OF 5/8' TYPE 'X' GCB W/ NO 1-PERM PVA PAINT 4 NO VAPOR BARRIER - PROVIDE (N) R-38c UNFACED BATT INSULATION APPLIED DIRECTLY TO UNDERSIDE OF SHTG UNIT 9601 - OFFICE FUTURE MINI -MART TENANT (E) 2-HOUR UNIT SEPARATION WALL CONSTRUCTION: 2-(E) LAYERS OF GWB 19 ADJACENT UNITS OVER (E) 2x4 STUDS e 16' O.C. OVER (E)1/2' PWD SHTG OVER 2-(N) LAYERS OF 5/8' TYPE 'X' GWB -s UNIT 9621 WHERE GWB 61 UNIT 9601 SIDE W/ (E) 3-1/2' GLASS FIBER INSULATION a � INACCESSIBLE CRAWL SPACE PROVIDE (N) 6 MIL VAPOR BARRIER (CTV) a a d a e (N) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (N) VAPOR BARRIER OVER (N) 3/4' NOM PWD/056 FLOOR SHTG OVER (N) 2x12 FLOOR JOISTS PER STRUCT W/ (N) 5/5' TYPE 'X' GCB TO UNDERSIDE OF JOISTS - PROVIDE (N) R-30c FACED BATT INSULATION W/ FACINGS WARM SIDE G FLOOR BTWN (N) EXT WALLS AS SHOWN VIA TYPICAL (N) ROOF CONSTRUCTION (N) 60 MIL TPO ROOFING W/ FLASHING, CANT STRIPS PER CONTR 4 MFR GUIDELINES OVER (N)1/2' PWD/055 (SOLID) ROOF SHTG OVER (N) R-10 RIGID INSULATION OVER (N) 5/6' CDX PWD/OSB (SOLID) SHTG OVER (N) 24' PE TRUSSES 61 24' O.C. PER 5TRUCT W/ 2-(N) LAYERS OF 5/8' TYPE 'X' GCB W/ NO 1-PERM PVA PAINT 4 NO VAPOR BARRIER - PROVIDE (N) R-38c UNFACED BATT INSULATION APPLIED DIRECTLY TO UNDERSIDE OF SHTG TYPICAL (N) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (N)1/2' NOM PWD/OSB UNDERLAYMENT OVER (N) 3/4' NOM PWD/OSB FLOOR SHTG OVER (N)12' DEEP PE FLOOR JOISTS 6 12'/16' O.C. PER STRUCT W/ (N) 5/5' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL TO UNDERSIDE JOISTS - PROVIDE (N) R-30c FACED BATT INSULATION W/ FACING 6 WARM SIDE s FLOOR BTWN (N) EXT WALLS AS SHOWN (E) 6' SOG UNIT 9605A FUTURE TENANT UNIT 9601 TYPICAL (N) 2x6 EXTERIOR WALL CONSTRUCTION: FUTURE MINI -MART TENANT (N) HORIZ COMP LAP SIDING TO MATCH OVER (N) 300 BLDG PAPER OVER (N)1/2' NOM LP FLAME -BLOCK PLUS FIRE -RATED SHTG OVER (N) 2x6 STUDS s 16' O.C. W/ (N) R-21c UNFACED BATT INSULATION 4 (N) 5/8' TYPE 'X' GWB 4 1-PERM PVA PAINT s INTERIOR BUILDING SECTION SCALE: UNIT 9605B FUTURE TENANT (N) 2x4 FURRING WALL CONSTRUCTION: (N) 5/8' TYPE 'X' GWB 6 INTERIOR W/ 1-PERM PVA PAINT OVER (N) 2x4 WOOD STUDS ,s IVO.C. W/ (N) 3' RIGID INSULATION (R-22.5) OVER (E) 8' GONG BASEMENT WALL 1/2" = 1'-011 GA FILE NO. RC 2601 FOR I -HOUR ROOF/CEILING (DTL D/A2.3) GA FILE NO. FC 5121 FOR 1-HOUR FLOOR/CEILING (DTL C/42.3) GA FILE NO. WP 4136 FOR 2-HOUR WALL SEPARATION (DTL 5/A2.3) UL PRODUCT NO. BXUV.V340 FOR 1-HOUR EXTERIOR WALLS (DTL A/A23) F (N) 26GA GALV CAP FLASHING (N) 5/410 TRIM PER OWNER/CONTR (N) SMOOTH SIDING PANEL FASCIA PER OWNER/CONTR �J M CQ • • • M .. 0 0 c� z Q ry 0 ry O V) z Q ATTIC/STORAGE NO WORK UNIT 9613 NO WORK UNIT 9627 WORK UNDER PERMIT 5LD2020-0999 (E) 2-HOUR UNIT SEPARATION WALL CONSTRUCTION: — 2-(E) LAYERS OF GWB FOR UNIT 9621 OVER (E) 2x4 STUDS 6 16' O.C. W/ (N)1/2' PWD SHTG COVERED BY 2-(N) LAYERS OF 5/8' TYPE 'X' GWB FOR UNI 9601 (E) 3-1/2' GLASS FIBER INSULATION UNIT 9601 - OFFICE FUTURE MINI -MART TENANT d a (N) FLOOR CONSTRUCTION: a (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (N) 3/4' NOM PWD/OSB FLOOR SHTG OVER (N) 2x8 FLOOR JOISTS PER STRUCT W/ 2-(N) LAYERS OF a °. UNIT 9605A - 5/8' TYPE 'X' GCB TO UNDERSIDE OF JOISTS - UTILITY RM PROVIDE (N) 4' RIGID INSULATION (R-30) TO <" FUTURE TENANT UNDERSIDE OF SHTG a UNHEATED (N) 2x4 FURRING WALL CONSTRUCTION: a .a (N) 5/8' TYPE 'X' GWB ,s INTERIOR OVER (N) 2x4 WOOD STUDS 9 16' O.C. OVER (E) 8' CONC BASEMENT WALL a (N) 26GA GALV FLASHING W/ 2' MIN OVERHANG RUN TPO ROOFING UP EXT WALL BEHIND (N) BLDG PAPER MIN 12" (N) ROOF CONSTRUCTION: (N) 60 MIL TPO ROOFING W/ FLASHING, CANT STRIPS PER CONTR 4 MFR GUIDELINES OVER (N)1/2' PWD/OSB (SOLID) ROOF SHTG OVER (N) R-10 RIGID INSULATION OVER (N) 5/8' CDX PWD/OSB (SOLID) SHTG OVER (N) 2x12 RAFTERS 6 24' O.C. PER STRUCT W/ 2-(N) LAYERS OF 5/8' TYPE 'X' GCB W/ NO 1-PERM PVA PAINT 4 NO VAPOR BARRIER - PROVIDE (N) R-38c UNFACED BATT INSULATION APPLIED DIRECTLY TO UNDERSIDE OF SHTG TYPICAL (N) ROOF CONSTRUCTION (N) 60 MIL TPO ROOFING W/ FLASHING, CANT STRIPS PER CONTR 4 MFR GUIDELINES OVER (N)1/2' PWD/OSB (SOLID) ROOF SHTG OVER (N) R-10 RIGID INSULATION OVER (N) 5/8' CDX PWD/OSB (SOLID) SHTG OVER (N) 24' PE TRUSSES 6 24' O.C. PER STRUCT W/ 2-(N) LAYERS OF 5/8' TYPE 'X' GCB W/ NO 1-PERM PVA PAINT 4 NO VAPOR BARRIER - PROVIDE (N) R-38c UNFACED BATT INSULATION APPLIED DIRECTLY TO UNDERSIDE OF SHTG UNIT 9601 - UNISEX RSTRM FUTURE MINI -MART TENANT (N) INTERIOR WALL: (N)1/2' GWB 9 OFFICE SIDE OVER (N) 2x4 WOOD STUDS 6 16' O.C. W/ (N)1/2' NOM PWD/OSB SHTG (PER STRUCT) 4 (N)1/2' GWB -9 RESTROOM SIDE W/ FRP WAINSCOT TYPICAL (N) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (N)1/2' NOM PWD/OSB UNDERLAYMENT OVER (N) 3/4' NOM PWD/OSB FLOOR SHTG OVER (N)12' DEEP PE FLOOR JOISTS a 12'/16' O.C. PER STRUCT W/ (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL TO UNDERSIDE JOISTS - PROVIDE (N) R-30c FACED BATT INSULATION W/ FACING .9 WARM SIDE o FLOOR BTWN (N) EXT WALLS AS SHOWN UNIT 9605A FUTURE TENANT (N) 2x6 INTERIOR WALL CONSTRUCTION: (N) 5/8' TYPE 'X' GWB OVER (N) 2x6 STUDS @ 16' O.C. W/ (N)1/2' NOM PWD/OSB SHTG (PER STRUCT) 4 (N) 5/8' TYPE 'X' GWB W/ 1-PERM PVA PAINT oa INTERIOR - PROVIDE (N) R-21c UNFACED BATT INSULATION (E) 6' SOG BUILDING SECTION SCALE: 1/2" = 1'-0" GA FILE NO. RC 2601 FOR 1-HOUR ROOF/CEILING (DTL D/A2.3) GA FILE NO, FC 5121 FOR 1-HOUR FLOOR/CEILING (DTL C/A2.3) GA FILE NO. WP 4136 FOR 2-HOUR WALL SEPARATION (DTL B/A2.3) UL PRODUCT NO. 5XUV.V340 FOR 1-HOUR EXTERIOR WALLS (DTL A/A2.3) � W • • • M • 7 0 00 FA (N) LP FLAMEBLOCK PLUS FIRE -RATED SHTG EXTERIOR SIDE (N) 5/8' TYPE 'X' GWB os INTERIOR SIDE (N) EXTERIOR WALL PER PLANS PROVIDE (l) LAYER 5/8' GWB VERT FIRESTOPS e MIN INTERVALS OF 10'-0' SECURELY FASTENED IN PLACE PER 2015 IBC SECTION 11822 - TYP is ALL EXTERIOR WALLS - EXTEND THRU CONCEALED SPACES 19 ATTIC FIREBLOCKING 1-HOUR EXT WALLS NTS RAP INTERIOR OF 1-HR RATE^ ASSEMBLY PENETRATION Ci U/ (2) LAYERS OF 5/8' TYPE AS SHOUN EXHAUST FANS, PIPES, DUCT RAP INTERIOR OF FLOOR PENETRATION CAVITIES W/ (2) LAYERS OF 5/8' GWB TYPE 'X' AS SHOWN PENETRATION (N) FLOOR/JOISTS JOISTS PER STRUCT (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RE51LENT CHANNEL -OR- 2-(N) LAYERS OF 5/8' TYPE 'X' G05 (N) 2x BLKG AS RQD (N) FLOOR/JOISTS JOISTS PER STRUCT (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RE51LENT CHANNEL -OR- 2-(N) LAYERS OF 5/8' TYPE 'X' GCB FIRE -RATED CEILING PENETRATIONS NTS c� z Q ry 0 ry O CO z Q 0 0 ROOF -CEILING SYSTEMS GA FILE NO. RC 2601 GENERIC GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING Fire Design: Base layer 5/8" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" o.c. with 1-1/4" Type W or S screws 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 1-7/8" Type W or S screws 12" o.c. at joints and intermediate joists and 1-1/2" Type G screws 12" o.c. placed 2" back on either side of end joints. Wood joists supporting 1/2" plywood with exterior glue applied at right angles to joists with 8d nails. Appropriate roof covering. Joints offset 24" from base layer joints. 1 HOUR FIRE Approx. Ceiling Weight: 5 psf (Fire) Fire Test: FM FC 172, 2-25-72-1 ITS, 8-6-98 1-HOUR ROOF/CEILING NTS FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5121 PROPRIETARY* WOOD TRUSSES, WOOD STRUCTURAL PANELS, RESILIENT CHANNELS, GLASS BATT OR LOOSE FILL INSULATION, CEILING DAMPER, GYPSUM WALLBOARD Fire Design: One layer of 5/8" proprietary type X gypsum wallboard applied at right angles to resilient furring channels 12" o.c. with 1" Type S screws 8" o.c. No limit on overall thickness of glass fiber batt or loose fill insulation when applied directly over gypsum board. Minimum 12" deep parallel chord wood trusses spaced 24" o.c. supporting a 23/32" wood structural panel subfloor, long edges T&G, applied at right angles to trusses with construction adhesive and 6d ring shank nails 12" o.c. A 15/32" wood structural panel underlayment applied over subfloor. Optional ceiling damper (refer to manufacturer for information on the type of damper). Sound Design: Sound tested with 3-1/2" glass batt insulation, carpet, padding as well as vinyl flooring. PROPRIETARY GYPSUM BOARD American Gypsum Company LLC ....................... 5/8" FireBloc Type C Gypsum Board GA FILE NO. WP 4136 1 HOUR FIRE 50 to 54 STC SOUND Approx. Ceiling Weight: 3 psf (Fire and Sound) Fire Test: UL R14196 04NK25585 01-15-05 4786440611 06-06-14 UL R 13446 1 OCA05196 10-21-10 UL R8477 98NK22455 05NK24841 4786440611 UL Design 1574 UL Design M508 UL Design L528 UL Design L546 UL Design L579 UL Design L589 Sound Test: RAL TL08-310, 10-31-08; RAL TL08-311, 10-31-08 IIC & Test: (40 sheet vinyl), RAL I N08-039, 10-31-08; (64 C&P), RAL I N08-040, 10-31-08 1-HOUR FLOOR/CEILING NTS GENERIC GYPSUM WALLBOARD, WOOD STUDS Fire Design: Base layer 5/8" type X gypsum wallboard or veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 1-1/4" Type W screws 12" o.c. Face layer 5/8" type X gypsum wallboard or veneer base applied parallel or at right angles to each side with 1-7/8" Type W screws 12" o.c. and offset 6" from screws in base layer. Joints staggered 16" each layer and side. (LOAD -BEARING) 2 HOUR FIRE Thickness: Approx. Weight: Fire Test: 2-HOUR FIRE SEPARATION WALL NTS 6" (Fire) 12 psf (Fire) SWRI 01-5920-614, 12-5-94 UL Product iQ"° BXUV.V340 - Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. V340 January 23, 2020 Bearing Wall Rating — 1 Hr Finish Rating — 4 min Loaded Per 2012 NDS Supplement, ASD Method, Wall Braced by Sheathing, 40% of Design Load Applied to Wall This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 4 2 3 1. Wood Studs — Nom 2 by 4 in., spaced 16 in. OC with double 2 by 4 top and single 2 by 4 in, bottom plates. Studs effectively firestopped. 2. Gypsum Board* — Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom. 5/8 in. thick, 4 ft. wide, applied vertically, and nailed to studs and bearing plates 7 in. OC. with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam. and 1/4 in. diam. head. Vertical joints centered over studs and staggered min. 1 stud cavity from the vertical joints of the building units (Item #5). 3. Joints and Nail Heads — Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. 4. Batts and Blankets* — Faced or unlaced mineral fiber insulation, 3-1/2 in. thick, minimum 2.87 pcf, friction fit in the wall cavity between stud, plates. See Batts and Blankets* (BZJZ) category for names of Classified manufacturers. 5. Building Units* — Building units nailed to the wood framing, coating to studs, with 1-7/8 in. long, 6d nails, spaced 6 in. OC. on the perimeter and 12 in. OC. in the field. Vertical joints centered on studs. Horizontal joints backed with nom. 2 by 4 wood blocking. LOUISIANA-PACIFIC CORP Type Blazeguard 1-Side LOUISIANA-PACIFIC CORP — Type LP FlameBlock 1-Side * Indicates such products shall bear the UL or cUlL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2020-01-23 1-HOUR FIRE RATED EXTERIOR WALL NTS W2Q Qc� CJ LLJ E� o0 W W Al 11-10-22 CITY REVIEW COMMENTS (0 4 rYP UNo 1 � N N Q o � 2 5 � 5 � 2 D D ~ cx� w OI LO w� ON 2q 3 �z 8 � M O O OI IL O 8 0 0 a _ O .a• .1: •.y ..sue :y,. .• L .. i� `^\\l1 NORTH ELEVATION LOOKING SOUTH)-�::y:a.:�~:.. o 0 A3.0 SCALE: 1/4" = 1'-0" Qw B EAST ELEVATION (LOOKING WEST) A3.0 SCALE: 1/4" = 1'-0 w w�'O 0 LL RESUB Nov 14 2022 CITY OF EDMONDS Crj11-1 DEVELOPMENT SERVICES � DEPARTMENT 0O DO N N ao W ►—+ o w KEYNOTES 0 O 1 (N) TORCH DOWN ROOFING PER OWNER/CONTR ~ cli �W o TYP UNO 4 2 (N) 5/410 TOP TRIM OVER (N) FLAT PANEL FASCIA w 5 (WEATHER -RESISTANT) PER OWNER/CONTR Q c 3 (N) HORIZ COMP LAP SIDING TO MATCH W q 4 (N) FLAT PANEL COMP SIDING O 0 2 5 (N) 4'-0' PARAPET W/ 5/4x(o TRIM (WEATHER -RESISTANT) w 3 9 (o (N) 4'-0' PARAPET W/ 5/4x(o TRIM (WEATHER -RESISTANT) w > 1 (N) 2'-0' PARAPET W/ 5/4x(o TRIM (WEATHER -RESISTANT) Q z w 0 6 (N) 5/4x(o CORNER TRIM (WEATHER -RESISTANT) w LLJ r 9 (N) GALV/PAINTED METAL LOUVERED HVAC SCREEN N O OA OA O O O O O O O O OWNER/CONTR z � � 0 1 1 O 0 U) z Q J d ELEVATION NOTES N 1. INSTALL ALL EXTERIOR FINISHES PER THE MANUFACTURER GUIDLINES N C S OUTH ELEVATION (LOOKING NORTH)- 2. INSTALL WEATHER BARRIERS (WEATHER PROTECTION) AS REQUIRED PER w O 0 0 A3.0 SCALE: 1/4" = 1'-0° CODE 4 THE SIDING MANUFACTURER O X 3. CONTRACTOR/HOMEOWNER TO COORDINATE/SELECT EXTERIOR FINISHES, N TRIM, 4 COLORS Z 4. INSTALL WINDOWS PER MFR. RECOMMENDATIONS. q I