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APPROVED BLD BLD2020-0998+Architectural_Plan+9.28.2020_8.40.16_AMCO VER SHEET & PR OJE C TI BUILDING DATA ADDRESS: 9611 FIRDALE AVE, EDMONDS, WA W20 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 I 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 51/2 N1/2 OF SWI/4 6E1/4 TH 501s42 29W ALG E LN OF SD SWI/4 SE1/4 510FT TH N88#26 50W 15FT TPBTH CONT N86*26 50W 104.06FT THS12s21 54E 10830FT TH N01=33 10E 30FT 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: 6,408 SgFt 2ND FLOOR: 2,190 SgFt BASEMENT: 2,190 SgFt 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 AFM k_/Fl hirer 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: UNIT 9625 UNITS 9619 4 9631 NOT THIS SUBMITTAL 2ND FLOOR AREA OF WORK: UNIT 9621: NOT THIS SUBMITTAL IST FLOOR AREA OF WORK: UNITS 9621 4 9623: NOT THIS SUBMITTAL BASEMENT 0 APPROVED PLANS MUST El r ON JOB SIB UNIT KEY PLAN M5 I -STORY NORTH WING TRUE NORTH PROJECT NORTH �1-STORY SOUTH WING DESCRIPTION OF DAMAGE /SCOPE (SCOPE OF WORK APPLICABLE TO THIS PLAN SET IS CLOUDED) I. FIRE DAMAGE AS FOLLOWS: a. UNIT 9621 (COLONIAL PANTRY) I. ALL INTERIOR FINISHES 4 FIXTURES, INCLUDING KITCHEN EQUIPMENT 4 DINING/RECEPTION ii. A: INTERIOR FINISHES 4 FIXTURES FOR BASEMENT OFFICE L9625 (SOUND PARTNERS REAL ESTATE) - ABOVE KITCHENLL INTERIOR FINISHES 4 FIXTURES c. UNIT 9623 (BRONZER SALON) - BELOW KITCHEN I. ALL CEILINGS d. UNIT 9631 (RAINBOW SPA) i. ISOLATED CEILING 4 WALL FINISHES i i. SMOKE/ODOR e. UNIT 9619 (VACANT) i. SMOKE/ODOR ONLY f. ROOF FRAMING 4 SHEATHING a UNIT 9621 KITCHEN HOOD EXHAUST DUCT ATTIC/ROOF PENETRATION g. ROOFING AROUND DUCT ATTIC/ROOF PENETRATION 2. REPAIR SCOPE AS FOLLOWS: a. UNIT %21 (COLONIA PANTRY) I. (N) INTERIOR FINISHES 4 FIXTURES ii. (N) KITCHEN EQUIPMENT (BY RESTAURANT DESIGNER SEPARATE SUBMITTAL) iii. (N) DINING/RECEPTION (BY RESTAURANT DESIGNER SEPARATE SUBMITTAL) b. UNIT 9625 (SOUND PARTNERS REAL ESTATE) - ABOVE KITCHEN I. (N) INTERIOR FINISHES 4 FIXTURES ii. (N) UNIT 9621 KITCHEN HOOD EXHAUST DUCT CHASE THROUGH UNIT TO ATTIC ABOVE c. UNIT 9623 (BRONZER SALON) - BELOW KITCHEN I. ALL (N) CEILINGS ii. SMOKE SEAL 4 PAINT AS REQUIRED d. UNIT 'l (RAINBOW SPA) I. (N) CEILING 4 WALL FINISHES AS REQUIRED ii. SMOKE SEAL 4 PAINT AS REQUIRED e. UNIT 9619 (VACANT) I. SMOKE SEAL 4 PAINT - NO PERMIT REQUIRED PER CITY f. (N) ROOF STRUCTURE a UNIT 9621 HOOD DUCT g. ALL (N) ROOFING ABBREVIATIONS It It O AB(s) ANCHOR BOLT(s) FT FOOT, FEET PNL PANEL N ADEQ ADEQUATE FTG FOOTING PT POINT 00 ADVL ADDITIONAL GA GAUGE PWD PLYWOOD N ALUM ALUMINUM GALV GALVANIZED REINF REINFORCEMENT BLDG BUILDING GCB GYPSUM CEILING BOARD RQD REQUIRED BLKG BLOCKING GLB GLULAM BEAM SI SQUARE INCHES _o BM BEAM GWB GYPSUM WALL BOARD SC SOLID CORE 0- BOT BOTTOM HC HOLLOW CORE SHT SHEET BRG BEARING HD(s) HOLDOWN(s) SHTG SHEATHING BTWN BETWEEN HDR(s) HEADER(s) SIM SIMILAR U 't CENTER LINE HDWR HARDWARE SOG SLAB ON GRADE o CTR(d) CENTER, CENTERED HF HEM FIR SPCG SPACING N CLG CEILING HORIZ HORIZONTAL SQ SQUARE w CLR CLEAR IBC INTERNATIONAL BUILDING CODE SgFt SQUARE FEET Z COL COLUMN I/F INSIDE FACE STRUCT STRUCTURAL V) COMP COMPOSITION, COMPOSITE INSUL INSULATION SW SHEAR WELL Z CONC CONCRETE INT INTERIOR T4G TOUNGE 4 GROOVE a CONT CONTINUOUS IRC INTERNATIONAL RESIDENTIAL CODE TYP TYPICAL o CONTR CONTRACTOR JT JOINT UNO UNLESS NOTED OTHERWISE o CTV CONTRACTOR TO VERIFY LAM(s) LAMINATION(s) VERT VERTICAL V) DEMO DEMOLISH, DEMOLITION Ibs POUNDS W/ WITH J DF DOUGLAR FIR MAX MAXIMUM W/0 WITHOUT CL DIA, � DIAMETER MFR MANUFACTURER WIN WINDOW D15T DISTANCE MIN MINIMUM WSEC WASHINGTON STATE ENERGY CODE N DTL DETAIL (N) NEW XFR TRANSFER (E) EXISTING NOM NOMINAL o o EA EACH O.C. ON CENTER EQ EQUAL O/F 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 fE PLATE 0 O FLR FLOOR PLCS PLACES FND FOUNDATION P-NAILS PNEUMATIC NAILS I.i LEGEND City Of Edmonds Building Department Work FIRE DAMAGE Address 9617 FIRDALE AVE #9625 -------------------------- ------ -- Owner FIRDALE VILLAGE Approved Date ; 10-13-2020 Buildina Official Erg& CGurfer Permit Number BLD2020-0998 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) 2ND FLOOR FRAMING • UNIT %21 HOOD DUCT e. FIRE -RATED CONSTRUCTION i. 2-HR SEPARATION AT UNIT %21 ii. 2-HR HOOD DUCT CHASE (CEILING TO ROOF) iii. 1-HR RATED CEILINGS UNITS ill 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 205 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 AS OTHERWISE NOTED PER THE PLANS. ALL (N) CONSTRUCTION WILL BE BACK TO THE (E) ROUGH -INS. PLAN TITLE Wl = SW DESIGNATION PER SCALE: 111=10'-0' PLAN TITLE UNDERLINE WI SW TABLE ON 51D Qj 1 =REVISION NUMBER a NORTH ARROW 0 INDICATES AREA WITH A REVISION A DETAIL TITLE DETAIL/SECTION TITLE UNDERLINE SMOKE DETECTOR SXX SCALE: 1'=1'-0' SXX =SHEET WHERE DETAIL/SECTION 5DN N: NEW E e EXIST IS DRAWN CARBON MONOXIDE ALARM 1 = DETAIL NUMBER 8N No NEW E = EXIST I SX.X = REFERENCE WHERE DETAIL SX X IS TAKEN ON EXHAUST FAN 50cfm BATH No NEW E a EXIST 100cfm KITCHEN 1 = SECTION NUMBER Nnu HOT WATER HEATER I SX.X = REFERENCE WHERE SECTION N No NEW E = EXIST Sxx IS TAKEN EXISTING WALLS TO REMAIN 1 1 = ELEVATION NUMBER SXX SX.X = REFERENCE WHERE ELEVATION EXISTING WALLS TO BE REMOVED IS TAKEN @i DOOR MARK PER SCHEDULE NEW 2x4/2x6 WALLS/SHEAR WALLS O WINDOW MARK PER SCHEDULE 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 PERFORMING 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 IBC AS AMMENDED 4 ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASHINGTON. ELECTRICAL, MECHANICAL, 4 PLUMBING: THE CONTRACTOR AND SUBCONTRACTORS PERFORMING 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" STATERI866KH CONTACT- NICK YERMALAYOV 425346.6504 (C) SHEET INDEX INVESTIGATIVE/RESTORATION ENGINEER BC INVESTIGATIVE ENGINEERS w J • • CONTACT: JE55E BINFORD, PE W PRINCIPAL 253fo103513 M M NNE GENERAL I� 0O a CS COVER SHEET O ARCHITECTURAL: A1.0 DESIGN NOTES A2.0 BASEMENT 4 2ND FLOOR REFLECTED � I�-�--�I ALL PARITAL BASEMENT 4 IST FLOOR PLAN CEILING PLAN Q o Al2 PARTIAL 2ND FLOOR 4 ATTIC FLOOR PLAN A2.1 SUSPENDED CEILING DETAIL A13 ROOF DRAINAGE 4 VENTILATION PLAN A30 BUILDING SECTION (I OF 2) U � O A1.4 ADA RESTROOM LAYOUT 4 DETAILS A3.1 BUILDING SECTION (2 OF 2) v Q A32 FIRE -RATED DETAILS Il TOTAL SHEETS, THIS SET VICINITY MAP vPRC Edmonrig{Formerly s _ Al EUMI)N� �j S,riher Lake High School Local Rocls Marijuana} o Edmends.Caslle = Former Wocdway High School _ - Ie.mynrxnry rb5 .1 -��"' �� n asa s :sao,r..•wE m,v£w ir iv,... n.ra iii. _ a f F i £ Madroda K-BSeh❑❑19 ..e:. r:: sw Safew:ry®"1 _ - HickEnartPark = _ _ © Family Pancake Houa -. se ,,.n: £ � - »on�.r sw� .cen..lrr 73BN st sw gStars In lfle sky f g _ w F s s llrsr r'I S'N p FIRBALE VILLAGE To- s s f •Tla Trim's Pantry f7enny's a = "" - '''{" © P❑,— Bread zaad, s sw _ 9n - O Kmckeherg w n, �:: •., _ '_ - 5taniCGarden" e = vCost= Nlhole5ale sniarquu Glill9 i Coalco Gasohnep ham.,h Troth SI MW19°`""I m HILL WOOD f mw Ballinger Co mmorlsv Melvin G Syre9 = z iaa�rcr { - manl n Hmes Apari _ „'+a:n sr •'• Elementary School - _ - _ vRichmond Bea❑h £ _ t❑ngregational Go ale -.. :n � j O w w > w Cn w � z O • D_ cn w � � W ca.Hinger ~ Playfield Ballinger Lake Park 13a❑1 RnrnP At Lake Balhnger9 or Nile Shrine Golf Cc "V v "� (y' w • � Edmount Island IN �\ 4k-er Crack O Ficr�l:i � _v a Catholic Cemetery E I 6D r.. .. Sep 28 20DMON0 V DEPARTMENT DESIGN NOTES (APPLICABLE ONLY i0 ACTUAL WORK BEING DONE) GENERAL FLOOR PLAN NOTES ENERGY CODE/BUILDING ENVELOPE- GENERAL I. TENANT SPACES HEATED W/ ELECTRIC WALL HEATERS. 2. ALL WINDOWS 4 DOORS SHALL BE SEALED, CAULKED, GA5KETED 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 GA5KETED TO LIMIT AIR LEAKAGE. ELECTRICAL- GENERAL I. BUILDING SHALL BE WIRED WITH NMB 90 NONMETALLIC SHEATHED CABLE (COMPLIES w/1115 STANDARDS: NM52C14US-14/2 WIREt NM52C12US- 12/2 WIREt 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 W% CAPACITY. MECHANICAL SYSTEM- GENERAL I. 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 03 INCHES WATER GAUGE (2.0 L/5 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 C402.5.1.2), 15 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 C402.5.12) PLUMBING- GENERAL I. ALL PLUMBING TO BE IN ACCORDANCE WITH THE AMENDED 2015 PLUMBING CODE. 2. ALL FITTINGS TO BE BOWPEX (5RA65/5ARB) T5, ELBOWS, AND COUPLINGS. 3. ALL DRAINAGE PIPE TO BE A55 SCHEDULE 40. 4. ALL WATER PIPE TO BE PEX POTABLE TUBING (ULC LISTED). PERFORMANCE STANDARDS PER ASTM F816/F811. 5. ALL PIPES TO BE SECURED USING APT TUBE CLAMPS. A55 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 BATT INSULATION LOCATED IN THE FLOOR 9. THE HOT WATER TANK SHALL COMPLY WITH STANDARD: AN51 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 FIN15H SCHEDULE: (N)1/2" GWB ALL INTERIOR WALLS w/6d COOLER NAILS 9 1/1 MINIMUM SPACING, UNO PER THE PLANS. (N)1/2" GCB ALL INTERIOR CEILINGS W/ 6d COOLER NAILS is 1/1 SPACING, UNO PER THE PLANS. USE APPROVED BACKER BOARD MATERIALS AS L15TED PER R102.42 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 BATT INSULATION FOR (E) WALLS. PROVIDE R-30c FACED BATT INSULATION FOR MAIN FLOOR/BASEMENT CEILING INSULATION. PROVIDE R-49 BLOWN -IN INSULATION FOR ROOF INSULATION. WALL LEGEND a .It(E) IHR RATED 2x4 EXT WALLS W/ (N) 5/5' TYPE 'X' GWB a INSIDE FACE AS NOTED PER DTLs A/A3.0 4 A/AS32 It (E) 2x4 WALLS (E) 2HR RATED SEPARATION WALLS W/ 2-(N) 5/8' TYPE 'X' GWB is INSIDE FACE AS NOTED PER DTLs A/A3.1 4 C/A32. NI I (E) IHR RATED SEPARATION WALLS W/ (N) 5/8' TYPE 'X' GWB AS NOTED PER DTLs A/A3.0, A/A3.1 4 5/A32 w r.! 0 0 0 Q 0 0 0 0 r IS 6 0 z N L� NOTE: HATCHED WALLS INDICATE FIRE RATED WALL WHERE GWB 15 BEING REPLACED. NO HATCHING INDICATES A NON -FIRE RATED WALL -OR- A FIRE RATED WALL THAT 15 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 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. I. GENERAL CONTRACTOR MUST VERIFY ALL DIMEN51ON5 AND CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT IF ANY DISCREPANCIES 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 3(o' 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 51DE 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. O Q 6. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING 15 OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LE55 THAN ONE FOOT-CANDLE AT FLOOR LEVEL. • I. PROVIDE PORTABLE FIRE EXTINGUISHERS (2AI05C 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 CLA55 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 GA5KETED. 10. ELECTRICAL WORK 15 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 SPECIFICAAION5, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF THE WORK. 11. MECHANICAL WORK 15 DESIGN -BUILD. THE MECHANICAL WORK, SHOWN HEREIN, 15 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 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,16 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 CON5T. HDW THICK X WIDTH X HEIGHT CORE MAIL. FINISH MAIL. FINISH REMARKS 1 3/4' x 3'-0' x V-8' - SC WD FACTORY WD PAINT 50% GLAZING, DUTCH 1 3/8' x 3'-0' x V-8' - HC MTL FACTORY MTL PAINT - 1 3/8' x 2'-8' x 6'-8' - HC MTL FACTORY MTL PAINT - ® 1 3/8' x 2'-0 x (o'-8' - HC MTL FACTORY MTL PAINT - 0 1 3/8' x 2'-4' x (o'-8' - HC MTL FACTORY MTL PAINT - NOTES: I. 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 CH05EN 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 1010.1.9.1. 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 • • • • 1 44 01 I L1 DEPARTMENT (E) STAIRS TO 1ST FLOOR BALCONY - (E) WRAPPED COLUMNS NO WORK FOR BALCONY - NO WORK tiP� CID - a W � A - A a O A3.0 87 � A3.0 (E) 18T FLR BALCONY o z NO WORKIF Z N 0 NO WORK ADJACENT (E) STORAGE TENANT SPACES N NO WORK • ADJACENT UNIT 9623 UNIT 9617 (E) RSTRM NO WORK TENANT SPACES (N) CEILING FINISHES NO WORK NO WORK 0 ADJACENT (N) INTERIOR FINISHES � SMOKE SEAL 4 PAINT TENANT SPACES (N) FIXTURES E\ • II �C II W O 50cfm I I I (N) ADA UNISEX RSTRM OFN I I I I SEE SHEET A1.4 FOR ACCESSIBLE ~' Q I I I I LAYOUT INFO W II (N) INTERIOR FINISHES q (N) FIXTURES (E) RECEPTION E WAITING RM (E) FRONT OFFICE I I I I (E) STORAGE EF N cfm EF N cf (N) INTERIOR FINISHES Q 2-(N) 5/8' TPE 'X' GWB I j (E) KITCHEN q (3) SIDES OF (E) BMs (N) INTERIOR FINISHES I I w - — — - I SEE KITCHEN PLANS I I (E) UNISEX RSTRM � (TYP AS NOTED _ _ _ _) (N) INTERIOR FINISHES Iol FOR App'L INFO I IIoI 1 (N) FIXTURES I � II II • ~ II II 0 E HALL II N (N) CEILING FINISHES 50cfm I I I I O E HALL 'J °o (N) INTERIOR FINISHES (E) BTHR (N) CLG FINISHE II 50cfm (E) BACK OFFICE I I I q o Q II II Q � WHO W II II q UP I I I I I �► I//I (N) WOOD -WRAP PER y� I OWNER/KITCHEN DESIGNER E OR O ZING A I 1 (AS NOTED_ ) (E) DINING RM (E) OFFICE M W (N) CEILING FINISHES (N) INTERIOR FINISHES � � � I u- (N) 5/8' TPE 'X' GWB I E S A �-1 w � (3) SIDES OF (E) BMs I � DN (TYP AS NOTED = _ _ _) O w O Lo i--�-� w N UNIT 9 1 UNIT 9627 0 00 DOWNSTAIRS OF RESTAURANT (E) WINDOWS TO REMAIN - ►� llN (N) CEILING FINISHES ONLY TYP LINO > U °' SMOKE SEAL 4 PAINT (E) DOORS t0 REMAIN - U O TYP UNO Q 0 o (E) WRAPPED COLUMNS � w FOR BALCONY - NO WORK a o O � • N w (E) STAIRS TO 2ND FLOOR BALCONY - � z N NO WORK z z a PARTIAL BASEMENT FLOOR PLAN MAIN FLOOR PLAN q 0 Z SCALE: 1/4' = 1'-0' (N)1-HR RATED CEILINGS PER SHEETS A3.0, All 4 DTL F/A32 � SCALE: 1/4' = 1'-0' (E) IHR RATED 2x4 EXT WALLS q g SEE WALL LEGEND ON A1.0 FOR BAL OF INFO 0 (E) 2HR RATED SEPARATION WALLS g SEE WALL LEGEND ON A1.0 FOR BAL OF INFO N R N (N) 2-HR RATED CEILINGS PER SHEETS A3.0, A3.1 4 DTL 3/A32 CA o O ~ w O o � X EV,�: IV 6D N � Sep 28 20 0 o z DEPARTMENT N LL q q a Lo 0 z N ILL. rf II II II I II II II II II II II II II I ----------------------JII I II II II II II II II II II II II II II II II II II ILJ I II II II II II II II II II II II I L� II II II II F� J II II II II I r-T II II II II II II II II it I� II II ----------------- ---- � r�--------------- ---�-1 II I, II I, II I, II I, II I, II I, II I, II I, (E) WALLS BELOW II I, II I, II I, loreiL------------------------------------------------------------------------------- IIII Ir--r------------------------------ r- I lul II Ill ,l II II II ,, II II ,I II II II II II II II 1, II II II II ,, II II I I II L — I O II , O / II y � II II _1J � jl II j j mm r 6 - I Ir------------ 1I II I� - I II I .1K II I II II — I II --------- ---------- L-------- —�J-- II i-----------------------J -----JI •. I - II L--------Aft O (N) 2-HR FIRE CHASE > -RATED FOR (N) KITCHEN HOOD EXHAUST Q / ;� (E) PULL -DOWN ; DUCT - SEE DTLs G/A32 4 H/A32 ` ; ; ATTIC ACCESS 3N x O (E) STORAGE NO WORK (N) 2x4 WALL W/ (N) 5/8' TYPE 'X' GWB ss ATTIC SIDE FOR (N) DRAFT STOP (E) 2x4 WALL W/ (N) 5/8' TYPE 'X' GWB ATTIC SIDE FOR (N) DRAFT STOP (E) STORAGE NO WORK UNIT 9613 NO WORK ATTIC FLOOR PLAN SCALE: 1/4' = 1'-0' (E) IHR RATED SEPARATION WALLS SEE WALL LEGEND ON AI.O FOR BAL OF INFO (N) 2x4 WALL FOR DRAFT STOP W/ (N) 5/8' TYPE 'X' GWB ATTIC SIDE (E) 2x4 WALL FOR DRAFT STOP W/ (N) 5/8' TYPE 'X' GWB ATTIC SIDE ONLY 0 (E) WRAPPED COLUMNS FOR — 15t FLOOR BALCONY - NO WORK (E) STORAGE 0 (N) 2-HR F FOR (N) KI DUCT - SEE CHASE — OD EXHAUST A32 4 H/A32 s L cp (E) RECEPTION UNIT 9631 SMOKE SEAL 4 PAINT ISOLATED CEILING 4 WALL FINISH REPAIRS (CTV) (E) WRAPPED COLUMNS FOR BALCONY - NO WORK 112 (E) OFFICE3 z SMOKE SEAL 4 PAINT w O� J V R FT u Lt(E) BTHRM (N) INTERIOR FINISHES (N) FIXTURES (E) OPEN OFFICE SPACE (N) INTERIOR FINISHES 0 UNIT 9625 PARTIAL SCALE: 1/4' = I'-0' (E) WINDOWS t0 REMAIN - TYP UNO SEAL 4 PAINT z W O� V W SMOKE AL 4 PAINT 0 SMOKE SEAIV PAINT [(�4 4 (E) P\Alil ATTIC L_x_J O SMOKE SEAL 4 PAINT (E) DOORS TO REMAIN - TYP UNO UNIT 9619 (E) 2ND FLR BALCONY NO WORK Z IN UPPER FLOOR PLAN (E)1HR RATED 2x4 EXT WALLS SEE WALL LEGEND ON AI.O FOR BAL OF INFO (E)1HR RATED SEPARATION WALLS SEE WALL LEGEND ON AI.O FOR BAL OF INFO (E) CLOSET (E) BTHRM (E) OFFICE2 (E) FRONT OFFICE (N) I-HR RATED CEILING PER SHEETS A3.0, A53.0 4 DTL E/A32 FOR UNIT 9625 UNIT 9613 NO WORK O Q • • • • • W 61 DEPARTMENT z O tz o Q }� N C� N o � I I z o N OUTLINE OF (E) EXT WALLS Lu I I � �- ------------------------------- -� �- ------------------------ I _________ ___�� �1 i C M (E) LOWER ROOF NOT SHOWN (E) LOWER ROOF NOT SHOWN FOR CLARITY (NO WORK) q SIM FOR CLARITY (NO WORK) (N) IN -VENT COR-A-VENT 3'-0' UP Ala q SLOPE OF (E) EXT WALL - CTV IN NET �, q AIR CLEARANCE BTWN INSULATION O ROOF SHtG (E)/(N) 2x BLKG UP SLOPE OF Q (N) IN -VENT COR-A-VENTS TO HAVE q (N) 2-HR FIRE -RATED WOOD -CHASE W/ (3) 2'� 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 (N) DIMENSIONAL COMP ROOFING - TYP UNO , ON - (N) CONT RIDGE VENT (N) CONT RIDGE VENT - CTV MIN NET A13 � ,- WIDTH PROVIDED -s (E)/(N) ROOF SHTG - TYP UNO O ROOFING 4 SHTG KEPT BACK MIN IN EA SIDE OF RIDGE SPLINE FOR W W W AIRFLOW �1 qo� B RIDGE VENT DETAIL wOo q ,A13 NtS (N) IN -VENT COR-A-VENT 1'-0' UP SLOPE OF (E) ATTIC CRIPP CTV IN NET AIR CLEARA TWN o INSULATION 4 ROOF LL_ (N)COR-A-VENT IN -VENT OR __ ____----------------------------------- �,z EQUIVALENT INSTALLED PER MFRGUIDELINES �----------------- ----------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --------- - /=0 3'-O' ,s SIM COND NE OF (E) CRIPPLE WALLS /k NLu N 1' CONT AIR SLOT FOR M--I OLu �' w (N) COR-A-VENT O a� a (E) CRIPPLE WALLS - • � (E) EXT WALLS SIM (E) GUTTERS E DOWNSPOUTS TO o Q►� (E) tIGHtLfNES TT�LliC\, N V 1 Q Q) N `� rT1 �I AN -VEN T DETAIL ROOF DRAINAGE & VENTILATION PLAN Qi > v O A13 NTS NTS Q CND ROOF VENTILATION CALCULATIONS: k cn 0 0 VENTILATION REQUIRED: w N Q� 2,134 SF. (144/300) = 1,1923 S.I. • w ` 50% OF AREA REQUIRED RIDGE = 896 2 S.I. w � w z 0 V O VENTILATION PROVIDED: Z (o1'-9' RIDGE VENT 9 18 S.IJSF = 1195 S.I. a '2 o q IO'-10' EAVE VENTS (EVERY BAY) 235 S.I)FT = 25,455.1. 0 z 94'-O' COR-A-VENTS's 6.15 S.IJFT = 63455.1. q a CL TOTAL PROVIDED = 1,819.45 S.I. • 0 0 04 rR O V N CA cn O 0 O XE I V 6D N � Sep 28 20E CITY OF 0 o z DEPARTMENT N LL q 54' MIN 12" 42" MIN MAX 39'-41' TOILET z X Zsz� <r M 6i z m Zo cl(, SEAT COVER DISPENSER LAVATORY DISPENSER/WASTE RECEPTACLE MOUNTING HEIGHTS DIAGRAM NTS (N) 36' GRAB BAR PER - ICC/ASNSI REQUIREMENTS 110 0 0- c� 0 0000 a , 0 0 0 N ' ate - W �Q i-4 C� Z FRP WAINSCOT, TYP a o VINYL COVE BASE, TYP 0 1 'ailooe ❑3V! N■ © , WIC AiE UNpERSINK PIPES (N) DOOR PER PLAN F2-1 (N)18' GRAB BAR PIES ICC/ASNSI REQUIREMEt (N) 42' GRAB BAR PEF ICC/ASNSI REQUIREMEr FI-31 RESTROOM INTERIOR ELEVATIONS NTS DOOR SPECIFIED PER PLANS 4;2�P' Ns OF P� QP O\ NX RESTROOM FIXTU SCHEDULE ITEM DESCRIPTION MFR STYLE QTY Ol HANDICAP MOUNTED FLUSH V TOILET (BOWL 4 TANK) PER OWNER O2 WALL MOUNTED LAV PER OWNER O GRAB 5A9dmoRIZONTAL 4 VERTICAL PER ICC/ASNSI REQUIREMENTS) PER OWNER O4 T SEAT DISPENSER PER OWNER e7WALL MOUNTED SOAP DISPENSER PER OWNER O TOWEL DISPENSER/WASTE RECEPTACLE PER OWNER O 18'x24' MIRROR PER OWNER OS TOILET PAPER DISPENSER PER OWNER I O RESTROOM FAUCET SET (LEVER STYLE) PER OWNER I IC NOT USED PER OWNER I 11 OPEN FRONT SEAT FOR WATER CLOSET PER OWNER I 12 FLOOR DRAIN PER OWNER I ICC/ANSI SECTION 6043 60' MIN WIDE CLEARANCE PERP FROM SIDE WALL AND 56' MIN DEEP CLEARANCE PERP FROM REAR WALL. NO OBSTRUCTIONS WITHIN THIS CLEARANCE SHEET VINYL FLOOR TO RUN CONT UP 4 ONTO WALLS MIN 6' FOR COVE BASE SINGLE HANDI-CAP STALL 5C,4LE: 1/2' = 1'-0' q O29� O 2 O o 0 Z N U- DEPARTMENT • 61 NOTE: PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM is 12' O.C. BOTH WAYS WITH NO 12 GAUGE WIRES PER ASTM C635 AND ASTM C636. 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 6'-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'-0' O.C. MAXIMUM. ACCOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC W6 NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE a Lo It 450 w r.! 0 IS 0 z N L� 450 SEISMIC BRACE — PER U.B.C. STANDARD 25-2 IAAF 0 0 1�1 A VAL4h, FAA 1 All All , qm im MEN NE11 -- 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 RUNNER W/IN 2' OF CROSS TEE INTERSECTION 4 SPLAYED 90' FROM EA OTHER 9 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 o OFF 4CCOUSTICAL TILE VALL ANGLE (2' MIN PER CODE) ATTACH MEMBER PERIMETER TWO ADJACENT WALLS ONLY UNIT 9631 NO WORK UNIT 9625 UNIT 9619 NO WORK REFLECTIVE CEILING PLAN & 2ND FLOOR SCALE. 1/4' = 1'-0' SEE LIGHTING SCHEDULE ON A2.0 FOR BAL OF INFO UNIT 9613 NO WORK Q, Q • • • • • • 1 44 01 N 61 DEPARTMENT TYPICAL ROOF CONSTRUCTION: (N) DIMENSIONAL COMP ROOFING W/ (N) 30# BLDG PAPER OVER (N)1/2' NOM PWD/OSB SHTG OVER (N) lx12 SHTG -OR- (N) 3/4' T4G NOM PWD/OSB (SOLID) SHTG 4 (NNE) 2x6 RAFTERS 9 I6' O.C. TYPICAL CEILING CONSTRUCTION: (E) 2x6 CEILING JO15TS 6 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 (E) 2x BLKG W/ 3-(N) 2'0 SCREENED HOLES EVERY OTHER BAY (E) SOFFIT - TYP UNO (E) 2ND FLR BALCONY — NO WORK (E) ALUMINUM GUARDRAILS - TYP UNO (E) TILES OVER (E) CONC (E) ASPHALT N1 a) 0 z N LL (E) 2x4 EXTERIOR WALL 011111URUCTION (UNIT %25 4 9(o23): (E) WOOD -LAP SIDING OVER DG PAPER OVER (E)1/2' NOM PWD SHTG OVER (E) 2x4 STUDS a 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 STRUCT (E) 2x4 CRIPPLE WALL OVER (E) 6x12 (FF) BM PER STRUCT (E) OPEN OFFICE SPACE (N) INTERIOR FINISHES UNIT 9625 TYPICAL (E) IHR PARTY WALLS: (E) 2x4 WOOD STUDS -9 IV O.C. W/ (N) 3-1/2' GLASS FIBER GLASS INSULATION 4 (E) GWB ,9 UNIT 9619 4 (N) 5/8' TYPE 'X' GWB 9 UNIT 9625 (E) KITCHEN I ov: THlg sul3m (NUN) INTERIOR �O� '� (E) WOOL) -L PAPER PWD SHTG OVER (E) 2x4 STUDS I6' 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) SOC: (E) 2x4 WOOD STUDS @ 16' O.C. W/ (N)1/2' GWB EA SIDE (E) 2x4 CRIPPLE WALLKN) SW PER STRUCT (E) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (E)1-1/2' GONG TOPPING OVER (E)1x12 FLOOR SHTG OVER (E) 2x10 FLOOR JOISTS SPCD 12' O.C. W/ (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL a UNDERSIDE OF JOISTS (E) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (E)1-1/2' GONG TOPPING OVER (E) Ixl2 FLOOR SHTG OVER (E) 2x12 FLOOR JOISTS SPCD 12' O.C. W/ (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL a UNDERSIDE OF JOISTS (E) 2x4 WOOD- 1 (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 9623 WHERE (N) BLKG INSTALLED, PROVIDE 3-(N) 2'0 HOLES FOR VENTING (E)WQOD-SOFFIT t0 UNDERSIDE OF (E) CEILING JOISTS - TYP UNO (E) WRAPPED POST 4 BM - TYP UNO (E) 2ND FLR BALCONY NO WORK (E) WALKWAY CONSTRUCTION: (E) 4' GONG TOPPING OVER (E) SHTG OVER (E) FLOOR JOISTS W/ (E) SOFFIT TO UNDERSIDE OF JOISTS ° (E) EXTERIOR BELOW GRADE WALLS CONSTRUCTION: (E) GWB a INTERIOR OVER (E) 2x4 STUDS a IV O.C. W/ (E) INSULATION OVER (E) (o' CONC BASEMENT WALL Q) Q • • • • I L1 DEPARTMENT TYPICAL ROOF CONSTRUCTION: (N) DIMENSIONAL COMP ROOFING W/ (N) 300 BLDG PAPER OVER (N)1/2' NOM PWD/OSB SHTG OVER (N) lxl2 SHTG -OR- (N) 3/4' T4G NOM FWD/OSB (SOLID) SHTG 4 (NNE) 2x6 RAFTERS a IV O.C. TYPICAL CEILING CONSTRUCTION: (E) 2x6 CEILING JOISTS 9 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 TYPICAL (E) 2x4 EXTERIOR WALL CONSTRUCTION: (N) COMP SIDING PER OWNER/CONTR OVER (N) 300 BLDG PAPER OVER (N)1/2' NOM PWD/OSB SHTG OVER (E)1x8 SNIP -LAP SHTG OVER (E) 2x4 STUDS 6 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 • IVO.C. W/ (N) 3-1/2' GLASS FIBER INSULATION 4 2-(N) LAYERS OF 5/8' TYPE 'X' GWB s UNIT %2l WHERE GWB REPLACED 4 2-(E) LAYERS OF GWB 9 ADJACENT UNITS a 00 It z 0 0 Z N LL v-- (E) STAIRS (N) CLG FINISHES UNIT 9621 (N) DRAFTSTOP: (E) 2x4 WOOD STUDS a IV O.C. Wl (N) 5/8' TYPE 'X' GWB s ATTIC SIDE - NO DAMAGE NOT PAw0000RT ov ,�H�g gUBMITT A� ECEPTION (E) OPEN OFFICE SPACE AREA 5hI0KE d PAINT !W INTERIOR FINISHES UNIT 9631 UNIT 9625 TYPICAL (E)1HR PARTY WALLS: (E) 2x4 WOOD STUDS is IV O.C. Wl (N) 3-1/2' GLASS FIBER GLASS INSULATION 4 (E) GWB • SIDE OF UNITS 9631 4 9619 4 (N) 5/8' TYPE 'X' GWB a UNIT 9625 SIDE E) F 4 PAINT OFFICE (N) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (E)1-1/2' CONC TOPPING OVER (E) IA2 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' E ni wmmw RESILIENT CHANNEL WHERE GCB FINISHES REPLACED FINISHES (N) FLOOR CONSTRUCTION: UNIT 9627 (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER 1pq (E)1-1/2' CONC TOPPING OVER (E) IA2 FLOOR SHTG OVER ii (E) 2xl2 FLOOR JOISTS SPCD 12' O.C. W/ (E) GCB TO UNDERSIDE (E) PONY OF JOISTS - PROVIDE (N) 5/8' TYPE '' GCB OVER (N)1/2' uo RESILIENT CHANNEL WHERE GCB FINISHES REPLACED uo N� PARX010(E) OFFICE AREA (E) STORAGE Wli 962� FINISHES Wli 9623 S ,� NO UNI? 961�1 BAAl Tl�) INR PARTY WALL - (E) SOG .$ : . Ia a - BUILDING SECTION SCALE: 3/8' = l'-O' Q, Q • • • • • • 7 I - 1 44 01 • , DEPARTMENT 2-(N) 5/8' TYPE 'X' GWB EA SIDE OF (N) CHASE I� (N) KITCHEN HOOD EXHAUST DUCT O (N) SILO ETAL 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 DRAINAGE4 CHASE (PER CONTRLLS W/ (N) WOOD -LAP SIDING TO MATC R (N) 300 BLDG PAPER OVER (N)1/2 1 PWD/OSB SHTG OVER (N) 2x4 STUDS (N) 26GA GALV FLASHING (N) DIMENSIONAL COMP ROOFING OVER (N) 300 BLDG PAPER OVER (N) 3/4' NO PWD/OSB (SOLID) SHTG OVER (N)1/2' Nc PWD/OSB SHTG 4 (N)/(E) 2x6 RAFTERS Is 16' O.C. 2 -(N) LAYERS OF 5/8' TYPE 'X' GWB EA SIDE OF (N) CHASE ATTIC (N) 2x4 CHASE WALL W/ FRMG PER CONTR (N) WOOD -LAP SIDING TO MATCH OVER (N) 300 BLDG PAPER OVER (N)1/2' NOM PWD/OSB SHTG (N) 26GA GALV FLASHING (N) DIMENSIONAL COMP ROOFING OVER (N) 300 BLDG PAPER OVER (N) 3/4' NOM PWD/OSB (SOLID) SHTG OVER (N)1/2' NOM PWD/OSB SHTG 4 (N)/(E) 2x6 RAFTERS 2-(N) LAYERS OF 5/6' TYPE 'X' GWB EA SIDE OF (N) CHASE SO �� ATTIC (N) 2x4 CHASE WALL FRMG PER CONTR (E) GCB W/ ISOLATED REPAIRS TO MATCH (CTV) (N) 5/8' TYPE 'X' GCB OVER (E) GWB W/ ISOLATED REPAIRS TO MATCH (CTV) y, (N)1/2' RESILIENT CHANNEL a S CLG/ROOF n UNIT 9631 0 N 0 :.z 0 0 Z N L.L. (E) 2x4 CHASE WALL PER PLANS (E) GWB W/ ISOLATED REPAIRS TO MATCH (CTV) (E) 2x10 FLOOR JOISTS • 12' O.C. (E)1-1/2' CONC TOPPING OVER - (E)1x12 FLOOR SHTG (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL 's 2ND FLOOR z1 rw b FRMG OF 5/8' TYPE 'X' GWB 2-(N) LAYERSNGE YPE 'X' GWB EA SIDE OF (N(E) 2x10 FLOO (E)1-1/2' CONC TOPPING (E) IA2 FLOOR SHTG ' O.C. (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL 2-HR FIRE -RATED CHASE NTS z M (N) 2x4 KITCHEN HO �5T DUCT CHASE I" (E)1-HR RATED SEPARTION SEE DTL 5/A32 2-HR FIRE RATED CHASE NTS SHOWN a 2ND FLOOR (E) 2x6 CEILING JOISTS s (N) 5/8' TYPE 'X' GWB Ole (N)1/2' RESILIENT CHANNEL 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 GWB AS SHOWN EXHAUST FANS, PIPES, DUCTS ETC RAP INTERIOR OF FLOOR PENETRATION CAVITIES W/ (2) LAYERS OF 5/8' GWB TYPE 'X' AS SHOWN PENETRATION (N) 2x BLKG AS ROD (E) 2x FLOOR JOISTS PER PLAN (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL FIRE -RATED CEILING PENETRATIONS NTS (E)1-1/2' GYPCRETE 0"' (E)1x12 FLOOR SHTG (N) 5/8' TYPE 'X' GWB .,,i IN (N)1/2' RESILIENT CHANNEL )OR JOISTS 12' O.C. 2-HR FIRE -RATED FLOOR NTS GA FILE N0, FC 5110 (MODIFIED FOR (E) CONSTRUCTION) (E) GWB - NO DAMAGE 2-(N) LAYERS OF 5/8' TYP l (E) SEPA L ANS PRO V&VM LAYER 5/8' GWB PERT POMOP5,9 MIN INTERVALS OF 10'-0' SECURELY FASTENED IN PLACE PER 2015 IBC SECTION 11822 - TYP s ALL PARTY WALLS - EXTEND THRU CONCEALED SPACES ,0 ATTIC PROVIDE MINERAL FIBER INSUL IN LIEU OF GWB a SEPARATION WALLS BETWEEN UNITS 2-HOUR FIRE -RATED SEPARATION WALL NTS GA FILE NO. WP 4136 (N) 5/5' TYPE 'X' GWB EA SIDE (E) SEPARATION WALL PER PLANS PROVIDE (1) LAYER 5/8' GWB VERT FIRESTOPS s MIN INTERVALS OF 10'-0' SECURELY FASTENED IN PLACE PER 2015 IBC SECTION 11822 - TYP • ALL PARTY WALLS - EXTEND THRU CONCEALED SPACES a ATTIC PROVIDE MINERAL FIBER INSUL IN LIEU OF GWB ,9 SEPARATION WALLS BETWEEN UNITS 1-HR FIRE -RATED SEPARATION WALL NTS GA FILE NO. WP 3645 (N) 5/6' TYPE 'X' GWB (E) WOOD -LAP SIDING OVER (E) BLDG PAPER OVER (E)1/2' PWD SHTG 1-H R FIRE -RATED EXTERIOR WALL NTS GA FILE NO. WP 6105 (MODIFIED FOR (E) CONSTRUCTION) • • • N 61 DEPARTMENT