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APPROVED BLD BLD2020-0997+Architectural_Plan+9.28.2020_8.34.35_AMCOVER SHEET & PROJECT I BUILDING DATA !+ SS: 9611 FIRDALE AVE, EDMONDS, WA 98020 PARCEL NO: 00449900000100 LEGAL DESCRIPTION: SEC 36 TWN 21 R 03 QTR SE - FORSHEES FIRDALE VILLAGE BLK 000 D-00 - COMB FOR TAX PURP ONLY - LOT 1 PLUS PTN VAC CUL-DE-SAC TGW LOTS 2-3 PLUS ADJ PTN VAC CUL-DE-SAC LESS PTN WHNFORSHEE FIRDALE VILLAGE 5 ALSO LESS TH PTN LOT 3DAF - BEG AT NE COR OF 61/2 NI/2 OF 5W1/4 6E1/4 TH 501*42 29W ALG E LN OF SD SW1/4 e/4 51OFT TH N88*26 5OW 15FT TPBTH CONT N88*26 5OW 104.06FT TH512*21 54E 1083OFT TH N01*33 10E 3OFT TPB TGW LOT 4 PLUS ADJ PTN VAC CUL-DE-SAC LESS PTN WHN FORSHEE FIRDALE VILLAGE 5 TGW LOT 5 PLUS PTN VAC CUL-DE-SAC 4 LESS PTN PROP PLAT FORSHEES FIRDALEVILLAGE NO 5 TGW LOT 12 TGW LOT 13 4 NWLY 8FT LOT 14 TGW SELY 52FT LOT 14 BUILDING: TYPE V-A OCCUPANCY: M / A-2 ZONING: FVMU 15T FLOOR: 6408 SgFt 2ND FLOOR- 2,190 SgFt BASEMENT- 2,190 SI TOTAL SF:. 15,606 SgFt 3.12 Acres YEAR BUILT- 1942 SEE THIS SHEET 4 PLANS FOR ADDITIONAL CODE ANALYSIS ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Approved by Fire 10/13/2020 A F M /</-Fj�tterer Fire Comments 1.Fire alarm is required to be retrofitted throughout building 2.Fire alarm panel or annunciator required to be within 10 feet of an outside door and key box entry supplied. 3.Type 1 hood is required to be integrated into the fire alarm 4.Exit signs, fire extinguishers and emergency lighting at final AREA OF WORK: UNITS 961% 9625 4 9631 NOT THIS SUBMITTAL 2ND FLOOR AREA OF WORK: UNIT 9621: NOT THIS SUBMITTAL 1ST FLOOR AREA OF WORK UNITS %23: NOT THIS SUBMITTAL UNITS 9623 BASEMENT APPROVED PLANS MUST BE C'"' IOBIST UNIT KEY PLAN NTS 1-5TORY NORTH WING TRUE NORTH PROJECT NORTH ®1-5TORY SOUTH WING DESCRIPTION O F DAMAGE S C 0 P E (SCOPE OF WORK APPLICABLE ?0 THIS PLAN SET IS CLOUDED) 1, FIRE DAMAGE AS FOLLOWS: a. UNIT 9623 (COLONIAL PANTRY) i. ALL INTERIOR FINISHES 4 FIXTURES, INCLUDING KITCHEN EQUIPMENT 4 DINING/I2ECEPTION I!. ALL INTERIOR FINISHES 4 FIXTURES FOR BASEMENT OFFICE b. UNIT 9625 (SOUND PARTNERS REAL ESTATE) - ABOVE KITCHEN 1. ALL INTERIOR FINISHES 4 FIXTURES c. UNIT %23 (BRONZER SALON) - BELOW KITCHEN i. ALL CEILINGS d. UNIT %31(RAINBOW SPA) i. ISOLATED CEILING 4 WALL FINISHES 1i. SMOKE/ODOR Is. UNIT 9619 (VACANT) 1. SMOKE/ODOR ONLY F. ROOF FRAMING 4 SHEATHING s UNIT 9621 KITCHEN HOOD EXHAUST DUCT ATTIC/ROOF PENETRATION g. ROOFING AROUND DUCT ATTIC/ROOF PENETRATION 2. REPAIR SCOPE AS FOLLOWS: a. UNIT 9623 (COLONIA PANTRY) 1. (N) INTERIOR FINISHES 4 FIXTURES III. (N) KITCHEN EQUIPMENT (BY RESTAURANT DESIGNER SEPARATE SUBMITTAL) 111. (N) DINING/RECEPTION (BY RESTAURANT DESIGNER SEPARATE SUBMITTAL) b, UNIT 9625 (SOUND PARTNERS REAL ESTATE) - ABOVE KITCHEN 1. (N) INTERIOR FINISHES 4 FIXTURES ii. (N) UNIT 9623 KITCHEN HOOD EXHAUST DUCT CHASE THROUGH UNIT TO ATTIC ABOVE c. UNIT 9623 (BRONZER SALON) - BELOW KITCHEN 1. ALL (N) CEILINGS 11, SMOKE SEAL 4 PAINT AS REQUIRED d, UNIT 9631 (RAINBOW SPA) 1. (N) CEILING 4 WALL FINISHES AS REQUIRED ii. SMOKE SEAL 4 PAINT AS REQUIRED e. UNIT 9619 (VACANT) 1. SMOKE SEAL 4 PAINT - NO PEWIT REQUIRED PER CITY F. (N) ROOF STRUCTURE -0 UNIT 9623 HOOD DUCT g. ALL (N) ROOFING Q ABBREVIATIONS o AB(s) ANCHOR BOLT(s) FT FOOT, FEET PNL PANEL o ADEQ ADEQUATE FTG FOOTING PT POINT 00 ADD'L ADDITIONAL GA GAUGE Piz PLYWOOD N ALUM ALUMINUM GALV GALVANIZED REINF REINFORCEMENT °' BLDG BUILDING GCB GYPSUM CEILING BOARD RQD REQUIRED V BLKG BLOCKING GLIB GLULAM BEAM SI SQUARE INCHES -` IBM BEAM GWB GYPSUM WALL BOARD SC SOLID CORE BOT BOTTOM HC HOLLOW CORE SHT SHEET 5Re3 BEARING HD(s) HOLDOWN(s) SHTG SHEATHING BTWN BETWEEN HDR(s) HEADER(s) SIM SIMILAR Ln It CENTER LINE HDWR HARDWARE SOG SLAB ON GRADE o CTR(d) CENTER, CENTERED HF HEM FIR SPCG SPACING o CLG CEILING HORIZ HORIZONTAL SQ SQUARE w CLR CLEAR IBC INTERNATIONAL BUILDING CODE SgFt SQUAD FEET Z COL COLUMN I/F INSIDE FACE STRICT STRUCTURAL COMP COMPOSITION, COMPOSITE INSUL INSULATION SW SHEAR WELL z CONIC CONCRETE INT INTERIOR T4G TOUNGE 4 GROOVE Q CONT CONTINUOUS IRC INTERNATIONAL RESIDENTIAL CODE TYP TYPICAL o CONTR CONTRACTOR JT JOINT LINO UNLESS NOTED OTHERWISE o CTV CONTRACTOR TO VERIFY LAM(s) LAMINATION(s) VERT VERTICAL V) DEMO DEMOLISH, DEMOLITION lbs POUNDS W/ WITH J DF DOUGLAR FIR MAX MAXIMUM W/0 WITHOUT IL DIA, 0 DIAMETER MFR MANUFACTURER WIN WINDOW o DIST DISTANCE MIN MINIMUM WSEC WASHINGTON STATE ENERGY CODE N DTL DETAIL (N) NEW XFR TRANSFER (E) EXISTING NOM NOMINAL O N EA EACH O.C. ON CENTER EQ EQUAL O/- OUTSIDE FACE o ES EA SIDE OSB ORIENTED STRAND BOARD EW EACH WAY OH OVERHANG X EXT EXTERIOR PE PRE ENGINEERED FF FLUSHED FRAMED, FINISHED FLOOR le PLATE Z FLR FLOOR PLCS PLACES , FND FOI,INDATION P-NAILS PNEUMATIC NAILS LL LEGEND PLAN TITLE SCALE: 1'=10-0' (A DETAIL TITLE �-xSCALE: I'=I'-0' es City Of Edmonds Building Department Work FIRE REPAIR Address 9617 FIRDALE AVE #9623 ------------- Owner FIRDALE VILLAGE Approved Date; 10-13-2020 ------------------- Ruildinn Official Elrl.fi C4,rfe�tr Permit Number BLD2020-0997 3, CODE UPGRADES AS FOLLOWS (NOT INCLUSIVE): a. (N) SOLID ROOF SHEATHING OVER (E) ROOF BOARDS b. (N) COLLAR TIES FOR RAFTERS c. ALTERATIONS TO (E) CRIPPLE WALLS BELOW RAFTERS d. ALTERATIONS TO (E) 2N0 FLOOR FRAMING a UNIT %23 HOOD DUCT e. FIRE -RATED CONSTRUCTION 1. 2-HR SEPARATION AT UNIT 9623 11, 2-HR HOOD DUCT CHASE (CEILING TO ROOF) iii. 1-HR RATED CEILINGS UNITS %25 4 9623 SEE PLANS FOR ADD'L INFO ARCHITECTURAL/STRUCTURAL REPAIRS PROVIDE (N) INTERIOR 4 EXTERIOR ARCHITECTURAL 4 STRUCTURAL CONSTRUCTION AS NOTED PER THE PLANS. ALL (N) CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC AS AMENDED 4 ADOPTED BY THE LOCAL JURISDICTION. ELECTRICAL, MECHANICAL, 4 PLUMBING: PROVIDE (N) ELECTRICAL, MECHANICAL, 4 PLUMBING FIXTURES 4 SERVICES WITHIN THE DAMAGED AREAS AND A$ OTHERWISE NOTED PER THE PLANS. ALL (N) CONSTRUCTION WILL BE BACK TO THE (E) ROUGH -INS. WI = SW DESIGNATION PER PLAN TITLE UNDERLINE WI SW TABLE ON 51.0 0 1 = REVISION NUMBER NORTH ARROW 0 INDICATES AREA WITH A REVISION DETAIL/SECTION TITLE UNDERLINE SMOKE DETECTOR SXX = SHEET WHERE DETAIL/SECTION SD No NEW E Is EXIST IS DRAWN N CARBON MONOXIDE ALARM 1 = DETAIL NUMBER No NEW E a EXIST SXX = REFERENCE WHERE DETAIL IS TAKEN O EXHAUST FAN 5Ocfm BATH x No NEW E Is EXIST 100cfm KITCHEN 1 _SECTION NUMBER SXX = REFERENCE WHERE SECTION Neu HOT WATER HEATER IS TAKEN N No NEW E = EXIST EXISTING WALLS TO REMAIN 1 _ ELEVATION NUMBER SXX = REFERENCE WHERE ELEVATION IS TAKEN EXISTING WALLS TO BE REMOVED DOOR MARK PER SCHEDULE ME NEW 2x4/2x6 WALLS/SHEAR WALLS WINDOW MARK PER SCHEDULE m DEDICATED EXHAUST ROOF VENTS CODES USE FOR THIS PROJECT: 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL BUILDING CODE 2015 WASHINGTON STATE ENERGY CODE **AS AMENDED 4 ADOPTED BY THE CITY OF EDMONDS STATEMENT OF USE 4 LIABILITY THESE PLANS ARE FOR THE EXCLUSIVE USE OF STATEWIDE RESTORATION BCIE ASSUMES NO RESPONSIBILITY OR LIABILITY FOR USE OF THESE PLANS BY OTHERS. ALL INFORMATION ON THESE PLANS IS THE EXCLUSIVE PROPERTY OF BCIE AND DOES NOT EXPRESS NOR IMPLY ANY WARRANTY OF THE INFORMATION ON THESE PLANS. BUILDING DESIGN NOTES ARCHITECTURAL THE CONTRACTOR AND SUBCONTRACTORS PEWORMING THE ARCHITECTURAL WORK, WHICH INCLUDES: EXTERIOR AND INTERIOR FINISHES, EXTERIOR FLASHING 4 CAULKING, INTERIOR FLOORING, TRIM, ETC. DAMAGED BY THE FIRE (SMOKE OR HEAT) SHALL REMOVE AND REPLACE THE ARCHITECTURAL ITEMS TO MATCH ORIGINAL CONDITIONS. THE ARCHITECTURAL WORK SHALL BE PER THE 2015 15C AS AMMENDED 4 ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASHINGTON. CTRICAL, MECHANICAL, 4 PLUMBING: THE CONTRACTOR AND SUBCONTRACTORS PEW -OWING THE ELECTRICAL, MECHANICAL, 4 PLUMBING WORK SHALL INSTALL NEW ITEMS TO MATCH THE ORIGINAL ITEMS. SEPARATE PERMITS FOR ELECTRICAL AND MECHANICAL SHALL BE SUBMITTED TO CITY OF EDMONDS BY THE ELECTRICAL AND MECHANICAL CONTRACTORS. THE ELECTRICAL 4 MECHANICAL CONTRACTORS ARE RESPONSIBLE FOR SPECIFICATIONS OF ELECTRICAL SERVICES (AS REQ'D), MECHANICAL EQUIPMENT (AS REQ'D), 4 PLUMBING FIXTURES (AS REQ'D). ALL WORK SHALL COMPLY WITH CURRENT ELECTRICAL, MECHANICAL, AND PLUMBING CODES AS AMMENDED 4 ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASHINGTON. PROJECT TEAM CONTRACTOR: STATEWIDE RESTORATION CONTRACTORS LICENSE# 5TATERI866KH CONTACT: NICK YERMALAYOV 425346.6504 (C) SHEET INDEX GENERAL CS COVER SHEET ARCHITECTURAL: INVESTIGATIVE/RESTORATION ENGINEER BC INVESTIGATIVE ENGINEERS CONTACT: JESSE BINFORD, PE PRINCIPAL 253.610.9513 A1.0 DESIGN NOTES A2.0 BASEMENT 4 2ND FLOOR REFLECTED A1.1 PARITAL BASEMENT 4 1ST FLOOR PLAN CEILING PLAN All PARTIAL 2ND FLOOR 4 ATTIC FLOOR PLAN A2.1 SUSPENDED CEILING DETAIL A13 ROOF DRAINAGE 4 VENTILATION PLANS BUILDING SECTION (1 OF 2) Al.4 ADA RESTROOM LAYOUT 4 DETAILS .1 BUILDING SECTION (2 OF 2) A32 FIRE -RATED DETAILS 11 TOTAL SHEETS, THIS SET VICINITY MAPS { ` _ Ballinger . �urnw f Playfield - a Balnger PRC Edmonds (Formerly £ _. ake Park Local Roots Marijuana) ARCADE EDITION Former Woodway 19 Scriber Lake High School : Edmonds Castle ' High SchoolQ w M rempnraniy closeu ..a..,,_ mm,avw m z Boat Ramp At 4 < Madrona K-B School 0 W Safeway _ Lake Ballinger © Laxavmw o. Hickman ark _ Fomil Pancake House P _ © Y = Nile Shrine Golf C[ 7381h Sr SW 1�Stars In the Sky f V �+ Edmouni ' Island BE Irve w=W o ''-"��QR ' FIRDALE VILLAGE - F - 3.]na SSW J ,a: .,-11 Denny's Tla Trini s Pantry ©nn,!•ucrn dare, of l:n .+v„c�iry • 5 z r„nnm9nince tas3 ©Panes Bread 1440, Si SW 11m w J 0 Wdy"C.eek O Rega W V1 - n ; s ©CatholicHolyroodr Catholic Cemetery , manicKtuckeberg manic Garden f Sanmaru Grill © QCosico Wholesale _ Costco Gasoline RECEAV6b Nlaath st i F � _ H I L L W O O D "°` N ,4W,rm • a Ballinger Commons Q 'u Melvin G Syre 3 �'a"' F Apartment Homes N oanr Elementary School _ _ / xCITY OF OND Beach DEVELO MENDT ICES QRichmond Congregalional /^ m 0 DEPARTMENT 0� le vN,os[hn s - DESIGN NOTES (APPLICABLE ONLY i0 ACTUAL WORK BEING DONE( GENERAL FLOOR PLAN NOTES Q N 0 N 0 N 00 N IN 0) 0 FA IN a ai 0 z N LL ENERGY CODEBUILDING ENVELOPE- GENERAL 1. TENANT SPAGES HEATED W/ ELECTRIC WALL HEATERS. 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 I PERM. 4. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUM SHALL BE SEALED, CAULKED AND GASKETED TO LIMIT AIR LEAKAGE. ELECTRICAL- GENERAL I. BUILDING SHALL BE WIRED WITH NMB 90 NONMETALLIC SHEATHED CABLE (COMPLIES w/US STANDARDS: NMB2C14US-14/2 WIREt NMB2C12US- 12/2 WIRE± NM53C14U5- 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 8096 CAPACITY. MECHANICAL SYSTEM- GENERAL I. THER M05TAT 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 1ST 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 03 INCHES WATER GAUGE (2.0 L/S X M2 AT 15 PA) AT THE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 119 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL, (WSEC G402.5.1.2), 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 I. 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 1`816/F811. 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. I. 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 BATT INSULATION LOCATED IN THE FLOOR 9, THE HOT WATER TANK SHALL COMPLY WITH STANDARD: ANSI Z21.10.14998. FLOOR PLAN NOTES (APPLICABLE ONLY ?0 ACTUAL WOW REINS p0*) (N) VINYL WINDOWS: SIZES AND TYPES TO MATCH EXISTING UNLESS COORDINATED OTHERWISE BETWEEN HOMEOWNER 4 CONTRACTOR (N) INTERIOR FINISH SCHEDULE: (N)1/2'I GWB ALL INTERIOR WALLS w/6d COOLER NAILS a 1/1 MINIMUM SPACING, UNO PER THE PLANS. (N)1/2" GCB ALL INTERIOR CEILINGS W/ bd COOLER NAILS 6 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 4 CONTRACTOR (N) ROOF VENTING: PROVIDE VENTING PER PLANS. (N) INSULATION: PROVIDE R-15c UNFACED GATT INSULATION FOR (E) WALLS. PROVIDE R-30c FACED GATT INSULATION FOR MAIN FLOOR/BASEMENT CEILING INSULATION. PROVIDE R-49 BLOWN- IN INSULATION FOR ROOF INSULATION, WALL LEGEND AmL (E)1HR RATED 2x4 EXT WALLS W/ (N) 5/5' TYPE 'X' GWB -9 INSIDE FACE AS NOTED PER DTLs A/A3.0 4 A/A63.2 (E) 2x4 WALLS (E) 2HR RATED SEPARATION WALLS W/ 2-(N) 5/8' TYPE 'X' GWB a INSIDE FACE AS NOTED PER DTLs A/A3.1 4 C/A3.2. (E) IHR RATED SEPARATION WALLS W/ (N) 5/8' TYPE 'X' GWB AS NOTED PER DTLs A/A3.0, A/A3.1 4 5/A3.2 NOTE: HATCHED WALLS INDICATE FIRE RATED WALL WHERE GWB IS BEING REPLACED. NO HATCHING INDICATES A NON -FIRE RATED WALL -OR- A FIRE RATED WALL THAT IS NOT BEING MODIFIED 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 CONSTiUCTION, 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. 1. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT IF ANY DISCREPENCIES ARE FOUND. ALL WORK SHALL BE IN COMPLIANCE WITH NFPA, OSHA, 2015 IBC, AND ALL OTHER PPLICA13LE 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 1 INCHES. 6. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE V FOOT-CANDLE AT FLOOR LEVEL. 0 I. PROVIDE PORTABLE FIRE EXTINGUISHERS (2405C 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. 8, ALL FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS III OR HIGHER (FLAME SPREAD INDEX 1(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 SPECIFICAAIONS, OR TO MAKE THE WOW 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. PLIM51NG 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 CODE, OR BY THE OF THE WORK ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIFICAAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART SPECIFICAAIONS, 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 DOOR SIZE TYPE DOOR CONSTRUCTION JAMB CONST. HDW THICK X WIDTH X HEIGHT CORE MATL. FINISH MATL. FINISH REMARKS 0 1 3/4' x 3'-0' x 6'-8' - SC WD FACTORY WD PAINT 5M. GLAZING, DUTCH 0 13/8' x 3'-0' x 6'-8' - HC MTL FACTORY MTL PAINT - 0 13/8' x 2'-8' x 6'-8' - HC MTL FACTORY MTL PAINT - ® 13/8' x 2'-0 x 6'-8' - HC MTL FACTORY MTL PAINT - 0 13/8' x 2'-4' x 6'-8' - HC MTL FACTORY MTL PAINT - NOTES: 1. ALL EXTERIOR DOORS SHALL HAVE FULL WEATHER STRIPPING. 2. MAX. ACCEPTABLE U-VALUE + OA.15 FOR NON -SWINGING DOORS, TYR 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 2015 IBC 1010,13.1. 5. ALL MOUNTED HARDWARE WITH OPERABLE PARTS SHALL BE LOCATED BETWEEN 34' AND 48' ABOVE THE FINISHED FLOOR PER 2015 IBC 1010.1.92. 6. ALL INTERIOR 4 EXTERIOR DOORS SHALL BE READY OPENABLE FROM THE EGRESS SIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE PER 2015 IBC 1010,13. 1. PANIC AND FIRE EXIT HARDWARE SHALL BE PROVIDED ON ALL DOORS W/ LOCKS AND LATCHES PER 2015 IBC 1010.1.10 • 0 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (E) STAIRS TO 15T FLOOR BALCONY - (E) WRAPPED COLUMNS NO WORK FOR BALCONY - NO WORK ww 0o A3.0 � A3.0 (E) 18T FLR BALCONY c3 z NO WORK N � 0 NO WORK ,@ ADJACENT (E) STORAGE TENANT SPACES NO WORK -9 ADJACENT UNIT 9623 UNIT 9617 (E) RSTRM NO WORK TENANT SPACES (N) CEILING FINISHES NO WORK NO WORK m ADJACENT (N) INTERIOR FINISHES Ar SMOKE SEAL 4 PAINT TENANT SPACES (N) FIXTURES II W OOEF50cfm I I I (N) ADA UNISEX RSTRM N I I I I SEE SHEET AIA FOR ACCESSIBLE ~ ci ❑ I I I I LAYOUT INFO L W II (N) INTERIOR FINISHES ti (N) FIXTURES (E) RECEPTION E WAITING RM (E) FRONT OFFICE I I I I (E) STORAGE EF NOcfm ONOc (N) INTERIOR FINISHES _J 2-(N) 5/8' TPE 'X' GWB I j (E) KITCHEN (3) SIDES OF (E) BMs _ (N) INTERIOR FINISHES I I (E) UNISEX RSTRMLi (TYP AS NOTED SEE KITCHEN PLANS I I (N) INTERIOR FINISHES W O I� FOR ADD'L INFO lol (N) FIXTURES 3 m II II E HALL W II O o O (N) CEILING FINISHES 50cFm I I I I E HALL °o (N) INTERIOR FINISHES (E) BTHRM I I I I [~ O (N) CLG FINISHES II I W 50cfm (E) BACK OFFICE I I I o I I I I O I❑ w `n �1 UP I II II (N) WOOD -WRAP PER Q I I y� I OWNERKITCHEN DESIGNER E BRO ZING AREA (AS NOTED ) o E I (E) DINING RM O OFFICE FFI E W �i (N) INTERIOR S (N) CEILING FINIS>=1ES I TER OR FINISHES w � u- (N) 5/8, TPE 'X' GWB (E) STORAGE W� w @ (3) SIDES OF (E) BMs � � O � (TYP AS NOTED = - - -) ♦ DN w z I ,► I pm A I A O Q A3.1 I A3.1 I N 1 A�w o UNIT 9627 UNIT DOWNSTAIRS OF RESTAURANT (E) WINDOWS TO REMAIN - �--�Qfq N (N) CEILING FINISHES ONLY TYP UNO °' SMOKE SEAL 4 PAINT (E) DOORS TO REMAIN - U SO TYP UNO ,~T Q 0 (E) WRAPPED COLUMNS j w FOR BALCONY - NO WORK _ W a ZLITJ 0 O o a � � W w (E) STAIRS TO 2ND FLOOR BALCONY - o NO WORK M W Z Z Q PARTIAL BASEMENT FLOOR PLAN MAIN FLOOR PLAN q 0 z SCALE: 1/4' = 1'-0' (N)1-HR RATED CEILINGS PER SHEETS A3.0, A3.1 # DTL F/A32 SCALE: 1/4' = 1'-0' �01 (E)1HR RATED 2x4 EXT WALLS q g SEE WALL LEGEND ON AID FOR BAL OF INFO (E) 2HR RATED SEPARATION WALLS o SEE WALL LEGEND ON AID FOR BAL OF INFO N N (N) 2-HR RATED CEILINGS PER SHEETS A3.0, A3.1 4 DTL 3/A32 O � O R C E IVEF v Z CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L L. q (E) WRAPPED COLUMNS FOR — 1ST FLOOR BALCONY - NO WORK 0 �Z it IJ II I, II I, II I, II I, II I, II I, II I, II I, (E) WALLS BELOW II I, II I, In F jL---- ----------------------------------------------------- 11 1 I r-----------� r - r I II I I I I I I I lLul II II II III II II II II I, II II II II II II II I, II II II II II II II I, II II II II II II II II II II r J I I ,�--------------- ,\ II y � II II TL-----------J I I 6\ I r------------1 I I I I r'------------- I L II II i II II II ----------- L---------�1 I, --------- — — — — — — — — — -- — — — — — — — — — — �Z-----------JI II L — — — — — — — — — — — — II (N) 2-HR FIRE -RATED CHASE > FOR (N) KITCHEN HOOD EXHAUST ; ; 4 (E) PULL -DOWN DUCT - SEE DTLs G/A32 4 H/A32 ATTIC ACCESS (E) STORAGE NO WORK ; (N) 2x4 WALL W/ (N) 5/8' TYPE 'X' GWB ,@ ATTIC SIDE FOR (N) DRAFT STOP ; P (E) 2x4 WALL W/ (N) 5/8' TYPE 'X' GWB ATTIC SIDE FOR (N) DRAFT STOP 5 TORAGE N& WORK 0 P i Q � UNIT 9613 NO WORK ATTIC FLOOR PLAN- $CALE: I/4' = 1'-0' ommmm (E) IHR RATED SEPARATION WALLS SEE WALL LEGEND ON AID FOR BAL OF INFO mmwlz=, (N) 2x4 WALL FOR DRAFT STOP W/ (N) 5/5' TYPE 'X' GWB o ATTIC SIDE 0 N o % /, / // (E) 2x4 WALL FOR DRAFT STOP W/ (N) 5/8' TYPE 'X' GWB o d6 ATTIC SIDE ONLY (E) STORAGE (E) WRAPPED COLUMNS — FOR BALCONY - NO WORK ARTIAL UPPER FLOOR PLAN (E)1HR RATED 2x4 EXT WALLS SEE WALL LEGEND ON A1.0 FOR BAL OF INFO (E)1HR RATED SEPARATION WALLS SEE WALL LEGEND ON A1.0 FOR BAL OF INFO (N)1-HR RATED CEILING PER SHEETS A3.0, A63.0 4 DTL E/A32 FOR UNIT 9625 q v w C Ll 0 LFA a 45 0 Z N CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o F a w0 Ch ,yO N N i z N OUTLINE OF (E) EXT WALLSLLI ? 2- ------------------------------- -L---------------------------------- ----N h .----------------...... ...... ——.—.—.—...— (E) LOWER ROOF NOT SHOWN (E) LOWER ROOF NOT SHOWN FOR CLARITY (NO WORK) FOR CLARITY (NO WORK) W A SIMq(J-) (N) IN -VENT COR-A-VENT 3'-0' LIP A13 SLOPE OF (E) EXT WALL CTV 1' NET q AIR CLEARANCE BTWN INSULATION 4 ROOF SHTG (E)/(N) 2x BLKG UP SLOPE OF (N) IN -VENT COR-A-VENTS TO HAVE q (N) 2-HR FIRE -RATED WOOD -CHASE W/ (3) 24 HOLES EA RAFTER BAY (CTV) (N) FLASHING 4 CRICKETS PER CONTR FOR (N) KITCHEN HOOD EXHAUST DUCT - SEE DTL G/A3.2 4 H/A3.2 FOR BAL OF INFO J � W (N) DIMENSIONAL COMP ROOFING - TYP LINO • O N -- (N) CONT RIDGE VENTcc (N) CONT RIDGE VENT - CTV MIN NET 31 ' WIDTH PROVIDED -0 (E)/(N) ROOF SHTG - CC \ TYP UNO O ROOFING 4 SHTG KEPT BACK MIN 1' EA SIDE OF RIDGE SPLINE FOR Lx� W AIRFLOW W B RIDGE VENT DETAIL w o w �13NTS �' O (N) IN -VENT COR-A-VENT 1'-0' U [[ SLOPE OF (E) ATTIC CRIPP L - A13 CTV 1' NET AIR CLEA TWN o • INSULATION 4 ROOF (N)COR-A-VENT IN -VENT OR EQUIVALENT INSTALLED PER MFR GUIDELINES 1'-0' I:O,M/M 3'-0' SIM COND NE OF (E) CRIPPLE WALLS n NN o 1' CONT AIR SLOT FOR O W (N) COR-A-VENT [--� O Q (E) CRIPPLE WALLS - F-�-� • N (E) EXT WALLS ,s SIM W • o(E) GLITTERS 4 DOWNSPOUTS TO o Q► (E) TIGHTLINES � N 0o `� ~ A IN -VENT DETAIL ROOF DRAINAGE & VENTILATION PLAN Nis N � tS �13 41 Q 5 a o CND ROOF VENTILATION CALCULATIONS: w w M k � � w 0 O VENTILATION REQUIRED: z w Ld N Q� 2,134 SF. (144/300) IJB23 5.1. a w ` W. OF AREA REQUIRED 's RIDGE Z VENTILATION PROVIDED: M W Z 67'-9' RIDGE VENT 6 16 S.11SF = 1 19.5 S.I. Q � � 0 10-10' EAVE VENTS (EVERY BAY) ,s 235 S.I)FT = 25.45 S.I. Q 94 -0 COR-A-VENTS s 05 S.I./FT = 634.5 S.I. q TOTAL PROVIDED = 1,819.45 S.I. • 0 0 0 N N O O RI IVEF � r�\ O 2092020 r Z CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L L. o E- N � � W lw 54' MIN00 12" 42" MIN � MAX 39�-41' z w J 2 3/4' Q 1-1/2' MIN 0 x p- x x x N x rZo o OM q� I c) r C) (2) toiLEr SEAT COVER D15PEN5ER LAVATORY D15PEN5E"A5TE p00R 5PEGIFIEp RECEPTACLE PER PLANS 5 w�� �5 � w� w MOUNTING HEIGHTS DIAGRAM k O A A NTS P Q o • o� 0 (N) 36' GRA155AR PER o ICC/ASNSI REQUIREMENTS 3 MAX 4 (N)18' C-RA5 5AR PER ICC/ASNSI REQUft2EMENtS b / ICC/ANSI SECTION 6043 60' MIN WIDE CLEARANCE �--� �T_ O W 8 2 9 PERP FROM SIDE WALL AND 56' MIN DEEP CLEARANCE 4 4 C-"� Op Q � CLEARANCE REAR WALL. NO 058TRUCTION5 WITHIN THIS 3 5 1 Qr �,/ • N 11 1 AT' UNDERSIW PIPES (N) p00R PER PLAN SHEET VINYL FLOOR TO RUN CONT UP 4 ONTO , oWALLS MIN 6' FOR COVE BASE 2 5 ��/� o rl ll�N 1F2-] rVT `, Q y 04 W O w -- (N)18' G RA5 5AR PER ; • ICC/ASNSI REQUIREMENTS cc,76 i ,------ 9 u o, L------------ -- --- W > W Q (N) 42' GRA5 5AR PER , 6 z fCC/ASNSI REQUIREMENTS 3 i 60` `� O w w '�' � $ ► 4���ND i 2 W � z 1 11 i o Z FRP WAINSCOT, TYP o VINYL COVE BASE, TYP o F3-1 F4-] a J O O cli RESTROOM INTERIOR ELEVATIONS SINGLE HAN DI -CAP STALL 0 A NTS A SCALE: 1/2' = 1'-0' O O N m • O R C IVEF v Z CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L.L RESTROOM FIXTU SCHEDULE ITEM DESCRIPTION MAR STYLE QtY O1 HANDICAP MOUNTED FLUSH V OILET 150WL 4 TANIU PER OWNER 1 O2 WALL MOUNTED LAV PER OWNER 1 O CrtRAS 5A IzONTAL � VERTICAL PER ICC/ASNSI REQUIREMENTS) PER OWNER 1 O t SEAL DISPENSER PER OWNER 1 WALL MOUNTED SOAP DISPENSER PER OWNER 1 O TOWEL pISPENSER/WAStE RECEPTACLE PER OWNER 1 O 18'x24' MIRROR PER OWNER 1 O8 TOILET PAPER DISPENSER PER OWNER 1 O9 REStR00M FAUCET SET (LEVER STYLE) PER OWNER 1 10 NOT USED PER OWNER 1 11 OPEN FRONT SEAL FOR WATER CLOSET PER OWNER 1 12 FLOOR DRAIN PER OWNER 1 a N O N 52 m 4) 0 z N L L. (N) SUSPENDED CEILING SYSTEM W/ (N) 2'-O'x4'-O' CEILING TILES W/ BRACING PER DTL A/A2.1 UNIT 9623 A A 69 li< .�. UNIT 9627 DOWNSTAIRS OF RESTAURANT WORK NOT PART OF THIS SUBMITTAL UNIT 9617 NO WORK L� (N) GCB FINISHES PER PLANS (AS NOTED 0 ) BASEMENT REFLECTIVE CEILING PLAN wSCALE-. vb' • V-O' 11 REFLECTED CEILING NOTES: o LIGHTING SYSTEM IS SHOWN SCHEMATICALLY AND IS TO BE BIDDER DESIGNED TO MEET REQUIREMENTS OF OWNER, MECHANICAL SYSTEM, AND APPLICABLE CODES AND REQUIREMENTS. o ALL FLUORESCENT LAMPS SHALL BE T5 OR T8 WITH ELECTRONIC BALLASTS. o ALL SWITCHES AND COVER PLATES TO BE WHITE OR AS SELECTED BY OWNER o 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. 0 15132 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. o CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS AND PULL LINES AS REQUIRED. REFER TO MANUFACTURER'S SPEC FOR SPECIFIC REQUIREMENTS. o ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST N.E.C. o CONTRACTOR TO COMPLY WITH STATE OF WASHINGTON AND LOCAL JURISDICTIONS' ORDINANCE REQUIREMENTS AND POLICIES. o ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. o CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO VISUAL ALARMS, TO MEET ALL APPLICABLE CODES, IF REQUIRED. UNIT 9627 MAIN SCALE: FLOOR REFLECTIVE CEILING PLAN 1/4' = 1'-0' KITCHEN LIGHTING (AS NOTED ) 4 RESTAURANT SEATING LIGHTING (AS NOTED ) TO BE BIDDER DESIGN AS NOTED ON SHEETS CS 4 A1.0 FOLLOWING COMPLETION OF KITCHEN 4 RESTAURANT PLANS BY OTHERS NUM. MANUFACTURER FIXTURE TYPE LAMP REMARKS A BY CONTRACTOR (2) TUBE FLUORESCENT FLOUR, T8, 4' SURFACE MOUNTED B BY CONTRACTOR (1) TUBE FLUORESCENT FLOUR, T8, 4' SURFACE MOUNTED C BY CONTRACTOR LED BULB A21 SURFACE MOUNTED D BY CONTRACTOR LED BULB A21 SURFACE MOUNTED E BY CONTRACTOR LED BULB A21 VANITY F BY CONTRACTOR LED BULB A21 SURFACE MOUNTED LIGHTING FIXTURE LEGEND 2x4 FLOORESCENT FIXTURE lx4 FLOORESCENT FIXTURE -6-F-T VANITY LIGHTING ELECTRICAL LEGEND EXIT LIGHT W/ BATTERY BACK-UP LIGHT SWITCH, SINGLE POLE, WALL MOUNTED $3 LIGHT SWITCH, THREE WAY WALL MOUNTED • CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTE: PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM e 12' O.C. BOTH WAYS WITH NO 12 GAUGE WIRES PER ASTM Co35 AND ASTM 063�0, THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12'-0' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN V-0' FROM EACH WALL. TO FACILITATE INSTALLATION MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING At 12'-O' O.C. MAXIMUM, ACCOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 808 NON-COMBUSTIBLE STRUT CAP ""' '� RESISTING VERTICAL COMPONE BY BRACING WIRES. FASTEN SE STRUCTURE ABOVE a N 0 N O N 00 N IN 0 c) 0 04 a 0 It 0 0 .. IN SEISMIC BRACE PER U.B.C. STANDARD 25-2 12'-O' MAX. 00 MAX. \-- WALL TYPICAL SEISMIC BRACING FOR SUSPENDED ACCOUSTICAL CEILING GRID SYSTEM 12 GA VERT HANGER WIRE a 4'-0' O.C. BOTH WAYS LATERAL FORCE BRACING 4 EA 12 GA WIRE SECURED TO MAIN RUMMER W/IN 2' OF CROSS TEE INTERSECTION 4 SPLAYED 90' FROM EA OTHER 6 12'-0' O.C. IN BOTH DIRECTONS W/ FIRST POINT W/IN 4'-0' FROM EA WALL MAIN RUNNER CROSS TEE SUSPENDED CEILING BRACING NTS — ACOUSTICAL CEILING TILE (2'x4') 2 GA VERT WIRE (TYP) 3 TURNS MIN (TYP) MAIN RUNNER OR CROSS TE: °ROVIDE 1/2' SPACE 6 OPF 4000USTICAL TILE VALL ANGLE (2' MIN PER CODE) ATTACH MEMBER PERIMETER TWO ADJACENT WALLS ONLY UNIT 9881 NO WORK UNIT 9825 UNIT 9819 NO U10w, REFLECTIVE CEILING PLAN & 2ND FLOOR SCALE: 1/4' = 1'-0' SEE LIGHTING SCHEDULE ON A2.0 FOR BAL OF INFO UNIT 9873 NO WORK Ll • 0 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a N O N IN N 0 z N LL TYPICAL ROOF CONSTRUCTION: (N) DIMENSIONAL COMP ROOFING W/ (N) 30# BLDG PAPER OVER (N)1/2' NOM PWD/OSB SHTG OVER (N)1x12 SHTG -OR- (N) 3/4' T4G NOM PWD/OSB (SOLID) SHTG 4 (NNE) 2x6 RAFTERS a IV O.C. TYPICAL CEILING CONSTRUCTION: (E) 2x6 CEILING JOISTS s IVO.C. W/ R-49 BLOWN -IN INSULATION W/ (E) GCB TO UNDERSIDE OF CEILING JOISTS - PROVIDE (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL WHERE GCB FINISHES REPLACED (E) 2x BLKG W/ 3-(N) 2'0 SCREENED HOLES EVERY OTHER BAY (E) SOFFIT - TYP LINO (E) 2ND FLR BALCONY - NO WORK (E) ALUMINUM GUARDRAILS - TYP UNO (E) TILES OVER (E) CONC (E) ASPHALT d' a (E) 2x4 EXTERIOR WALL CONSTRUCTION (UNIT %25 4 %23): (E) WOOD -LAP SIDING OVER (E) BLDG PAPER OVER (E)1/2' NOM PWD SHTG OVER (E) 2x4 STUDS a IV O.C. W/ (E) INSULATION W/ (E) GWB TO INTERIOR (E) OFFICE 3 SMOKE SEAL 4 PAINT UNIT 9619 (E)/(N) COLLAR TIES 4 (E) RIDGE SPLINE PER STRICT (E) 2x4 CRIPPLE WALL OVER (E) 6x12 (FF) BM PER STRICT (E) OPEN OFFICE SPACE IOR FINISHES UNf T o TYPICAL (E)1HR PARTY WALLS: (E) 2x4 WOOD STUDS -0 IV O.C. W/ (N) 3-1/2' GLASS PIKER GLASS INSULATION 4 (E) GWB 6 UNIT 9619 4 (N) 5/8' TYPE 'X' GWB 6 UNIT %25 (E) KITCHEN R0 THIS Sul3m UNIT 96 INTERIOR FINISHES� OT ' A-T F (E) WOOD -Lj6&'&d0PPF"MPu PAPER PWD SHTG OVER (E) 2x4 STUDS IV O.C. W/ (N) R-15c UNFACED BATT INSULATION W/ (N) 5/8' TYPE 'X' GWB 4 1-PERM PVA PAINT TO INTERIOR (E) WAITING RM (N) CEILING FINISHES UNIT 9623 (E) SOG 0 (E) INTERIOR WALLS (UNIT %21)— (E) 2x4 WOOD STUDS a IV O.C. W/ (N)1/2' GWB EA SIDE (E) 2x4 CRIPPLE WALLKN) SW PER STRICT (N) FLOOR COVERINGS NTR) OVER (E)1-1/2' CONC TOPPING OVER (E) x OVER (E) 2x10 FLOOR JOISTS SPCD 12' O.C. W/ (N) 5/8, OVER (N)1/2' F�ESILIENT CHANNEL 6 UNDERSIDE OF JOISTS AL (E) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (E)1-1/2' CONC TOPPING OVER (E)1x12 FLOOR SHTG OVER (E) 2x12 FLOOR JOISTS SPCD 12' O.C. W/ (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL 6 UNDERSIDE OF JOISTS (E) INTERIOR WALLS (UNIT %23) (E) 2x4 WOOD STUDS a IV O.C. W/ (E) GWB EA SIDE BUILDING SECTION SCALE: 3/8' = 1'-0' (E) DINING RM (N) INTERIOR FINISHES UNIT 9621 (E) BRONZING AREA (N) CEILING FINISHES UNIT %23 WHERE (N) BLKG INSTALLED, PROVIDE 3-(N) 24 HOLES FOR VENTING (E) WOOD -SOFFIT TO UNDERSIDE OF (E) CEILING JOISTS - TYP UNO (E) WRAPPED POST 4 BM - TYP UNO (E) 2ND FLR BALCONY NO WORK 00 (E) WALKWAY CONSTRUCTION: (E) 4' CONC TOPPING OVER (E) SHTG OVER (E) FLOOR JOISTS W/ (E) SOFFIT TO UNDERSIDE OF JOISTS d (E) EXTERIOR BELOW GRADE WALLS CONSTRUCTION: (E) GWB 6 INTERIOR OVER (E) 2x4 STUDS -9 IV O.C, W/ (E) INSULATION OVER (E) 6' CONC BASEMENT WALL u • q O O CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TYPICAL ROOF CONSTRUCTION: (N) DIMENSIONAL COMP ROOFING W/ (N) 30# BLDG PAPER OVER (N)1/2' NOM PWD/OSB SHTG OVER (N)1x12 SHTG -OR- (N) 3/4' T4G NOM PWD/OSB (SOLID) SHTG 4 (NNE) 2x6 RAFTERS 6 IV O.C. TYPICAL CEILING CONSTRUCTION: (E) 2x6 CEILING JOISTS a IV O.C. W/ R-49 BLOWN -IN INSULATION W/ (E) GCB TO UNDERSIDE OF CEILING JOISTS - PROVIDE (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL WHERE GCB FINISHES REPLACED TYPICAL (E) 2x4 EXTERIOR WALL CONSTRUCTION: (N) COMP SID ING PER OWNER/CONTR OVER (N) 300 BLDG PAPER OVER (N)1/2' NOM PWD/OSB SHTG OVER (E)1x8 SHIP -LAP SHTG OVER (E) 2x4 STUDS a IV O.C. W/ (N) R-15c UNFACED BATT INSULATION W/ (N)1/2' GWB 4 1-PERM PVA PAINT TO INTERIOR (E) 2x4 STUDS a IV O.C. W/ (N) 3-1/2' GLASS FIBER INSULATION 4 2-(N) LAYERS OF 5/8' TYPE 'X' GWB s UNIT %27 WHERE GWB REPLACED 4 2-(E) LAYERS OF GWB @ ADJACENT UNITS a 00 N O N O IN N 0 Z N LL V__ (N) DRAFTSTOP: (E) 2x4 WOOD STUDS s IV O.C. W/ (N) 5/8' TYPE 'XI GWB ,s ATTIC SIDE - NO DAMAGE i Q RECEPTION •:SMOKE SEAL 4 PAINT I %31 011111111111110007 ETPppTOFt4 THIS SUBM'TT A` EN OFFICE SPACE AREA (N) INTER1 UNIT 9625 TYPICAL (E)1HR PARTY WALLS: (E) 2x4 WOOD STUDS 6 16' O.C. Wl (N) 3-1/2' GLASS FIBERGLASS INSULATION 4 (E) GWB s SIDE OF UNITS 9631 4 9619 4 (N) 5/8' TYPE 'X' GWB @ UNIT 9625 SIDE (N) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (E)1-1/2' CONIC TOPPING OVER (E)1x12 FLOOR SHTG OVER (E) 2x10 FLOOR JOISTS SPCD 12' O.C. W/ (E) GCB TO UNDERSIDE OF JOISTS - PROVIDE (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL WHERE GCB FINISHES REPLACED (E) E UNIT 9621 CEO FRONT OFFICE SMOKE SEAL 4 PAINT UNIT 9619 (N) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (E)1-1/2' CONIC TOPPING OVER (E)1x12 FLOOR SHTG OVER (E) 2x12 FLOOR JOISTS SPCD 12' O.C. W/ (E) GCB TO UNDERSIDE OF JOISTS - PROVIDE (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL WHERE GCB FINISHES REPLACED E (E) BRONZING AREA E 3 V�� (E) STAIRS G LING FINISHES (N) CEILING FINISHES NO WOW UNIT gy21MISHES � O96 � 17 27 UNIT 9623 UNIT 961i OA*. (E) INR PARTY WALL - O.f P NO WORK N ` 77 LA i� BUILDING SECTION A3.1 SCALE: 3/8' = I'-0' Ll • W 0 w 0 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2-(N) 5/8' TYPE 'X' GM EA SIDE OF (N) CHASE f� (N) KITCHEN HOOD EXHAUST DUCT 0 (N) SL TAL CHASE COVER PER (N) EXTERIOR RATED FLEX 2' CLEAR FROM CONTR/O OVER (N) 2x4 FRAMING CAULK AROUND ZERO CLEAR (N) FRMG 12' O.C. W/ PERS AS RQD FOR DUCT PENETRATION PER CONTR ADEQUATE SL FOR DRAINAGE oh( CHASE WALLS W/ PER CONTR (N) WOOD -LAP SIDING TO MATC R (N) 300 5LDG PAPER OVER (N)1/2 PWD/055 SHTG OVER (N) 2x4 STUDS (N) 26GA GALV FLASHING (N) DIMENSIONAL COMP ROOFING OVER (N) 300 5LDG PAPER OVER (N) 3/4' NO1 PWD/055 (SOLID) SHTG OVER (N)1/2' N( PWD/055 SHTG 4 (N)KE) 2x6 RAFTERS Is 16O.C. (N) WOOD -LAP SIDING TO MATCH OVER (N) 300 5LDG PAPER OVER (N)1/2' NOM PWD/055 SHTG (N) 26GA GALV FLASHING (N) DIMENSIONAL COMP ROOFING OVER (N) 300 5LDG PAPER OVER (N) 3/4' NOM PWD/OS5 (SOLID) SHTG OVER (N)1/2' NOM PW0/OS5 SHTG d (N)/(E) 2x6 RAFTERS �16'OG 2dN) LAYERS OF 5/8' TYPE 'X' GW5 2-(N) LAYERS OF 5/8' TYPE 'X' GW5 EA SIDE OF (N) CHASE EA SIDE OF (N) CHASE PC ATTIC �, ATTIC (N) 2x4 CHASE WALL W/ FRMG PER CONTR (N) 2x4 CHASE WALL I" PER CONTR (E) GC5 W/ ISOLATED REPAIRS TO MATCH (CTV) (N) 5/8' TYPE 'X' GC5 OVER (E) GW5 W/ ISOLATED REPAIRS TO MATCH (CTV) y (N)1/2' RESILIENT CHANNEL a N CLG/ROOF .n UNIT 9631 0 N �I (E) 2x4 CHASE WALL PER PLANS 0 o (E) GW5 W/ ISOLATED REPAIRS TO MATCH (CTV) N Q 0 (E) 2x10 FLOOR JOISTS s 12' O.C. 0 (E)1-1/2' CONC TOPPING OVER w (E) lxl2 FLOOR SHTG z %� (N) 5/8' TYPE 'X' GC5 OVER `�'� (N)1/2' RESILIENT CHANNEL 0 z N LL_ 2ND FLOOR OF 5/8' TYPE 'x' GWB 2-(N) LAYERS 8' TYPE 'X' GWB EA SIDE OF (N) C E (E) 2x10 FLOOR JOIST (E)1-1/2' CONIC TOPPING (E)1x12 FLOOR SHTG ' O.C. (N) 5/8' TYPE 'X' GC5 OVER (N)1/2' RESILIENT CHANNEL 2-HR FIRE -RATED CHASE NTS Lu U z M (N) 2x4 KITCHEN HO T DUCT CHASE (E)1-HR RATED SEPARTION SEE DTL 5/A32 2-HR FIRE RATED CHASE NTS (E) 2x6 CEILING JOISTS w IV O.C. u CHANNEL SNg1.N a 2ND FLOOR s sv 1-HR FIRE -RATED ROOF/CEILING NTS GA FILE NO. RC 2603 (MODIFIED FOR (E) CONSTRUCTION) RAP INTERIOR OF 1-HR RATED ASSEMBLY PENETRATION CAVITIES W/ (2) LAYERS OF 5/8' TYPE 'X GW5 AS SHOWN EXHAUST FANS, PIPES, DUCTS ETC RAP INTERIOR OF FLOOR PENETRATION CAVITIES W/ (2) LAYERS OF 5/8' GW5 TYPE 'X' AS SHOWN PENETRATION (N) 2x 5LKG AS ROD (E) 2x FLOOR JOISTS PER PLAN (N) 5/8' TYPE 'X' GC5 OVER (N)1/2' RESILIENT CHANNEL FIRE -RATED CEILING PENETRATIONS NTS (E)1-1/2' GYPCRETE 0"--- (E) lxl2 FLOOR SHTG (N) 5/8' TYPE 'X' GW5 (N)1/2' RESILIENT CHANNEL )OR JOISTS s 12' O.C. 2-HR FIRE -RATED FLOOR NTS GA FILE N0, FC 5110 (MODIFIED FOR (E) CONSTRUCTION) (E) GW5 - NO DAMAGE 1-(N) LAYERS OF 5/8' i1'�(W e 1^ (E)SES,aR1`L` ` Ml5 V PR LAYER 5/8' GW5 VERT OPS MIN INTERVALS OF 10'-0' SECURIELY FASTENED IN PLACE PER 2015 15C SECTION 11822 - TYP a ALL PARTY WALLS - EXTEND THRU CONCEALED SPACES e ATTIC PROVIDE MINERAL F15ER INSUL IN LIEU OF GWB 0 SEPARATION WALLS BETWEEN UNITS 2-HOUR FIRE -RATED SEPARATION WALL NTS GA FILE NO. WP 4136 (N) 5/8' TYPE V (E)F=A ER PLANS FWPE (1) LAYER 5/8' GWB VERt STOPS MIN INTERVALS OF 10'-0' SECURELY FASTENED IN PLACE PER 2015 15C SECTION 11822 - TYP ALL PARTY WALLS - EXTEND THRU CONCEALED SPACES ,9 ATTIC PROVIDE MINERAL P113ER INSUL IN LIEU OF GW5 's SEPARATION WALLS BETWEEN UNITS "811-HR FIRE -RATED SEPARATION WALL A32 NTS GA FILE H0. WP 3645 (N) 5/8' TYPE 'X' GW5 PP'C �WD-LAP SIDING OVER 5LDG PAPER OVER (E)1/2' PWD SHTG 1-HR FIRE -RATED EXTERIOR WALL NTS GA FILE NO. WP 8105 (MODIFIED FOR (E) CONSTRUCTION) CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT