Loading...
APPROVED BLD BLD2020-0999_PLANS_11-20-2020_11_57_53_11-20-20__Permit_Submittal_-_Unit_9627_(20040)COVER SKEET & PROJECT I BUILDING DATA ADDRESS: 9611 FIRDALE AVE, EDMONDS, WA W020 PARCEL NO: 00449900000100 LEGAL DESCRIPTION: SEC 36 TWN 21 R 03 QTR 5E - 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 501;42 29W ALG E LN OF SD SWI/4 SE1/4 510FT TH N88;26 50W 15FT TPBTH CONT N86;26 50W 104.06FT TH512;21 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 TH15 SHEET 4 PLANS FOR ADDITIONAL CODE ANALY515 AREA OF WORK: UNITS %1% %25 4 S631 NOT THIS SUBMITTAL 2ND FLOOR AREA OF WORK: UNIT 9621 15T FLOOR AREA OF WORK: UNITS 9621 UNITS %23: NOT THIS SUBMITTAL BASEMENT 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) a. UNIT 9621 (COLONIAL PANTRY) L ALL INTERIOR FINISHES 4 FIXTURES, INCLUDING KITCHEN EQUIPMENT 4 DINING/RECEPTION ii. ALL INTERIOR FINISHES 4 FIXTURES FOR BASEMENT OFFICE b. UNIT 9625 (SOUND PARTNERS REAL ESTATE) - ABOVE KITCHEN L ALL INTERIOR FINISHES 4 FIXTURES c. UNIT 9623 (BRONZER SALON) - BELOW KITCHEN L 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 ABBREVIATIONS LO 2. P I C S O a. UNIT %21 (COLONIA PANTRY) L (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 (50UND 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) L SMOKE SEAL 4 PAINT - NO PERMIT REQUIRED PER CITY f. (N) ROOF STRUCTURE a UNIT 9621 HOOD DUCT ci. ALL (N) ROOFING 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 ROD REQUIRED BLKG BLOCKING GLB GLULAM BEAM 51 SQUARE INCHES _o BM BEAM GWB GYPSUM WALL BOARD 5C SOLID CORE 0- BOT BOTTOM HC HOLLOW CORE 5HT SHEET 0 BRG BEARING HD(s) HOLDOWN(s) SHTG SHEATHING o BTWN BETWEEN HDR(s) HEADER(s) SIM SIMILAR U 't CENTER LINE HDWR HARDWARE 5013 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 CONIC CONCRETE INT INTERIOR T4G TOUNGE 4 GROOVE a CONT CONTINUOUS IRC INTERNATIONAL RESIDENTIAL CODE TYP TYPICAL o CONTR CONTRACTOR JT JOINT UNO UNLE55 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 D15TANCE MIN MINIMUM WSEC WASHINGTON STATE ENEMY CODE N DTL DETAIL (N) NEW XFR TRANSFER (E) EXISTING NOM NOMINAL o 0 EA EACH O.C. ON CENTER EQ EQUAL O/F OUTSIDE FACE o E5 EA 51DE 055 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 LEGEND • Separate permits required 1. Plumbing 2. Mechanical 3. Type 1 hood 4. TI permit for restaurant build out 5. Fire Alarm 6. Fire Suppression Fire Comments Add Codes- International Fire Code, NFPA 72 and 13 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 Dip p rove a ay r i re 12/01/2020 AFM /<_/F�tterer 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 9625 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: 11=10'-0' PLAN TITLE UNDERLINE WI 5W 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 1 SX.X = REFERENCE WHERE DETAIL SX X 15 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 15 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 City Of Edmonds Building Department Work FIRE REPAIR ------------------------------------------------- Address: 9617 FIRDALE AVE --- ---------------------- -- - ---- Owner ------------- Approved Date 11-30-2020 Building Official ;Eric. Permit Number BLD2020-0999 CODES USE FOR TH15 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 15 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 GENERAL CS COVER SHEET ARCHITECTURAL: w J INVESTIGATIVE/RESTORATION ENGINEER o BC INVESTIGATIVE ENGINEERS • • CONTACT: JE55E BINFORD, PE W PRINCIPAL 2531010.9513 M M cn A1.0 DE51GN NOTES ALL PARITAL BASEMENT 4 15T FLOOR PLAN Al2 PARTIAL 2ND FLOOR 4 ATTIC FLOOR PLAN A13 ROOF DRAINAGE 4 VENTILATION PLAN A1.4 ADA RESTROOM LAYOUT 4 DETAILS A2.0 BASEMENT 4 2ND FLOOR REFLECTED CEILING PLAN A2.1 SUSPENDED CEILING DETAIL A3.0 BUILDING SECTION (1 OF 2) A3.1 BUILDING SECTION (2 OF 2) A32 FIRE -RATED DETAILS 11 TOTAL SHEETS, TH15 SET VICINITY MAP NNE ►—� O w STRUCTURALll0000000l ~ • 51.0 TYPICAL STRUCTURAL NOTES (I OF 2) F-�--� 51.1 TYPICAL STRUCTURAL NOTES (2 OF 2) Q o W 62.0 NOT USED 53.0 2ND FLOOR FRAMING PLAN U v � O 53.1 CEILING JOIST FRAMING PLAN rT�l Q 532 ROOF FRAMING PLAN 4 NOTES 54.0 STRUCTURAL DETAILS j O vPRC Edmonrig{Formerly s _ Al EUMI)N� �j S,riher Lake High School Local Rocls Marijuana} o Edmonds.Caslle = Former Woodway High School _ :sao,r..•wE m,v£w ir iv,... r.ra iii. _ a f F i £ Madrora K-BSehool9 ..er.r:: sw Safeway - HickEnartPark _ ©Family Pancake House -. £ + .cen..lrr 21MS,sw i?si"sln llle Sky f g _ w F s s llrsr r'I S'N p FIROALE VILLAGE To- s s f •Tla Trim's Pantry f7enny's a = "" - '''{" ©p❑Hera Bread zaad, s sw _ 9° - O Kmckeherg w n, �:: •., _ '_ - ' e = vCost= Nlhole5ale Sanrtluru G1il39 nw:ni.,a = i Goalco Gasoline P ham.,h Troth SI MW19°`""I m HILL WOOD f mw Ballinger Commorlsv Melvin G Syre9 = z iaa�rcr { - Aparimanl Homes _ „'+a:n sr •'• Elementary School - _ - _ vRichmond Bea❑h £ _ Congregational Vo ale -.. :n LCn w � � w w � z O a_ U) L � � W ca.Hinger ~ Playfield Ballinger Lake Park Baat RnmAI Lake Balhil9 "x--Dr Nile Shrine Golf Cc "V v "� (y' w • � Edmount Islaail � ,`\ 4k-er Crack O w O ®Halyro❑d 3 Catholic Cemetery 1\`/\/ O O `Tl N V o I Nov 20 2020 EI+'.' e=-FBHePdH8 DEVELOPMENT SERVICES 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, 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 GA5KETED TO LIMIT AIR LEAKAGE. ELECTRICAL- GENERAL I. BUILDING SHALL BE WIRED WITH NMB 90 NONMETALLIC SHEATHED CABLE (COMPLIES w/1115 STANDARDS: NMB2C14US-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 (E) IHR RATED 2x4 EXT WALLS W/ (N) 5/S' TYPE 'X' GWB a INSIDE FACE AS NOTED PER DTLs A/A3.0 4 A/AS32 (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 a� 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 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 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 16 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 6'-8' - SC WD FACTORY WD PAINT 50% GLAZING, DUTCH 1 3/8' x 3'-0' x 6'-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 6'-8' - HC MTL FACTORY MTL PAINT - 0 1 3/8' x 2'-4' x 6'-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 • • • • I L1 Nov 20 2020 DEVELOPMENT SERVICES DEPARTMENT (E) STAIRS TO 1ST FLOOR BALCONY - (E) WRAPPED COLUMNS NO WORK FOR BALCONY - NO WORK tiP� CID - a W � A87 - A a O A3.0 A3.0 s �b�S w� (E) 18T FLR BALCONY o z NO WORKIF Z oNo N 0 NO WORK ADJACENT NO WORK •ADJACENT UNIT 9623 17 (E) STORAGE TENANT SPACES UNIT 96(E) RSTRM � TENANT SPACES (N) CEILING FINISHES NO WORK NO WORK 0 ADJACENT (N) INTERIOR FINISHES NO WORK � SMOKE SEAL 4 PAINT TENANT SPACES (N) FIXTURES E\ • II �C II W O F 50cfm I I I (N) ADA UNISEX RSTRM ON I I I I SEE SHEET A1.4 FOR ACCESSIBLE ~' ❑ I I I I LAYOUT INFO W II (N) INTERIOR FINISHES q (N) FIXTURES E CEPTION E WAITING RM (E) FRONT OFFICE I I I I C)l(E) STORAGE EF N cfm EF N cf (N) INTERIOR FINISHES Q II I I _❑ 2-(N) 5/8' TPE 'X' GWB I j (E) KITCHEN I I q (3) SIDES OF (E) BMs I I (N) INTERIOR FINISHES I I w SEE KITCHEN PLANS I 1 (E) UNISEX RSTRM (TYP AS NOTED _ _ _ _) (N) INTERIOR FINISHES l01 FOR App'L INFO 101 (N) FIXTURES � II II • m II II 0 E HALL w II O o O (N) CEILING FINISHES UA ❑50cfm I I I I D E HALL 'J °o EF (N) INTERIOR FINISHES N I I Q (E) BTHRM (N) CLG FINISHES 50cfm EFN II II 4 � E BACK OFFICE I I I I q o UP (N) WOOD -WRAP PER OWNER/KITCHEN DESIGNER E OR O ZING AREA (AS NOTED ) oA YI I • 1 0<i�jl 1 N I (E) DINING RM ; o (E) OFFICE ❑ `;' W (N) CEILING FINISHES (N) INTERIORFINISH S Lu MM� u- (N) 5/8' TIRE 'X' GWB I E STORA Q z (3) SIDES OF (E) BMs I I z W (TYP AS NOTED = _ _ _) I pN I I% �w 1 �� D _ O w A w z CID O a A3.1 I A3.1 � � � � • Lli N UNIT 9 1 UNIT 9627 N 0 00 DOWNSTAIRS OF RESTAURANT (E) WINDOWS TO REMAIN - e llN (N) CEILING FINISHES ONLY TYP LINO U °' SMOKE SEAL 4 PAINT (E) DOORS t0 REMAIN - U O TYP UNO Q 0 � j O o (E) WRAPPED COLUMNS � w FOR BALCONY - NO WORK a cn o O � • N wLi z (E) STAIRS TO 2ND FLOOR BALCONY 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 N o O O Z a) Nov 20 2020 L_ q q DEVELOPMENT SERVICES DEPARTMENT (E) WRAPPED COLUMNS FOR QI 11-20-20 CITY REVIEW COMMENTS 15T FLOOR BALCONY - NOcoo WORK E- A a w � z r? 30 A (E) WINDOWS TO REMAIN TYP UNO o Q a ,I II II (E) WALLS BELOW (E) STORAGE J I — — — — — — — — — — — — — — — — — — — — — — — ior� L---------------------------------------------------------- • ----� r------------------------r7-----------�---------� I II r-----------� r-------------------------------------� r---- I I I III I i i (E) OFFICE3 OFFICE2 ' ° SMOKE SEAL 4 PAINT SEAL 4 PAINT z w N �I II i iLJi i z°CC Wui � w (E) CLOSET W I II I rTl �< 0-I � -----J � MASSAGE RM3 OJ � _j N rJ O\ L-� r------- I f' r-�\�------------�J I V V [Tl ! II Ir-----------�I I I I I I I �� Q ------------- \``o ii ii ii � J E RM (E) BTHRM N ----------------, , I 0cfm SMOKE AL 4 PAINT 0 W I I L I -1 J j l I I II .1K dw O I II O O ,I II I I I O - --�J �Z-----------J I w vl I ---------- -_--------- ------- E KIT EN -i II i/------------------------J L------------�I II i I II SMOKE SEA 4 PAINT (E) BTHRM (N) INTERIOR FINISHES PART OF THIS SUBMITTAL N) FIXTURES --- --- o0 E GE RM2 r (N) 2-N I t R FIRE -RATED ED CHASE FOR (N) KITCHEN HOOD EXHAUST ; \ 1 ;< (E) PULL -DOWN ' ' ; �� �' ;� (E) PUL O DUCTS - SEE DTLs G/A32 4 H/A32 I, I I, , I ATTIC ACCESS (N) 2-HR FIRE -RATED CHASE L_i�_J ATTIC A (E) OFFICE2 (E) STORAGE FOR (N) KITCHEN HOOD EXHAUST OPEN W W NO WORK DUCTS - SEE DTLs G/A32 4 H/A32 OFFICE SPACE (N) INTERIOR FINISHES 4) (N) 2x4 WALL W/ (N) 5/8' TYPE 'X' O GWB ss ATTIC SIDE FOR (N) DRAFT STOP q N J► woo tn 0 E MA S RM1 E FRONT OFFI N C� SMOKE SEAL 4 PAINT (E) 2x4 WALL W/ (N) 5/8' TYPE 'X' GWB (� ATTIC SIDE FOR (N) DRAFT STOP o 5� (E) FRONT OFFICE M M 0000 ��� MM� NNE � (E) STORAGE (E) DOORS TO REMAIN - NO WORK (E) RECEPTION TYP UNO W = W a A A A3.1 .1 ' O O AC N UNIT 9 1 UNIT 96311 1 UNIT 96251 1 UNIT 9619 1 UNIT 9613 o NO WORK NOT PART OF THIS SUBMITTAL NO WORK < rn Z U o Q o (E) 2ND FLR BALCONY • j O Ld NO WORKLd r�^^ N ; 1 Q cl ) o 0 • N Lv (E) WRAPPED COLUMNSLi _Z FOR BALCONY - NO WORK elfo N W Z Z < 0 ATTIC FLOOR PLAN PARTIAL UPPER FLOOR PLAN o SCALE: (E) IHR RATED SEPARATION WALLS SCALE: (E)1HR RATED 2x4 EXT WALLS Z SEE WALL LEGEND ON AID FOR BAL OF INFO SEE WALL LEGEND ON AID FOR BAL OF INFO q J - (N) 2x4 WALL FOR DRAFT STOP W/ (N) 5/8' TYPE 'X' GWB (E)1NR RATED SEPARATION WALLS • SEE WALL LEGEND ON AID FOR BAL OF INFO ATTIC SIDE 0 N (N) I-HR RATED CEILING PER SHEETS A3A A53D 4 � o (E) 2x4 WALL FOR DRAFT STOP W/ (N) 5/8' TYPE 'X' GWB � o ATTIC SIDE ONLY DTL E/A32 FOR UNIT 9625 0 0 �j o 1-1 cn O Z 2 Nov 20 2020 q DEVELOPMENT SERVICES DEPARTMENT A minimum of class B roofing required (N) CONT RIDGE VENT ROOFING 4 5HTG KEPT BACK MIN IN EA SIDE OF RIDGE SPLINE FOR AIRFLOW RIDGE VENT DETAIL NTS (N) COR-A-VENT IN-VE'''t ^rn EQUIVALENT INSTALLE MFR GUIDELINES 1' CONT AIR SLOT FOR (N) COR-A-VENT (E) CRIPPLE WALLS - (E) EXT WALLS 6 SIM r 0 z 2 3'-0' 51M COND IN -VENT DETAIL NTS OUTLINE OF (E) EXT WALLS (E) LOWER ROOF NOT SHOWN FOR CLARITY (NO WORK) (N) IN -VENT COR-A-VENT 3'-0' UP — SLOPE OF (E) EXT WALL - CTV 1' NET AIR CLEARANCE BTWN INSULATION 4 ROOF SHTG (N) 2-HR FIRE -RATED WOOD -CHASE W/ — (N) FLASHING 4 CRICKETS PER CONTR FOR (N) KITCHEN HOOD EXHAUST DUCT - SEE DTL G/A32 4 H/A32 FOR BAL OF INFO (N) TYPE I HOOD MAKE-UP AIR UNIT (BY OTHERS) APPROX 11'x3O' OVER LEXHLAUST FACURB - (N) MtL ACCESS (BY OTHERS) PER IMC 306B.1 -UP AIR UNIT 4 GREASE DUCT FAN I (N) CRICKETS 4 (N) FLASHING PER CONTR I (N) IN -VENT COR-A-VENT 1'-0' UP — SLOPE OF (E) ATTIC CRIPPLE WALL - CTV 1' NET AIR CLEARANCE BTWN INSULATION 4 ROOF 5HTG OUTLINE OF (E) CRIPPLE WALLS (N) DIMENSIONAL COMP ROOFING - TYP UNO (E) GUTTERS 4 DOWNSPOUTS TO (E) TIGHTLINE5 ------------------------------- 0 A sim AI3 A AI3 I'-0' ------------------------------------- 0 Q� Service platform and access to be provided as deferred submittal ROOF DRAINAGE & VENTILATION PLAN NT5 A II-20-20 CITY REVIEW COMMENTS I.: X a z 0 z w (E) LOWER ROOF NOT SHOWN FOR CLARITY (NO WORK) (E)/(N) 2x BLKG UP SLOPE OF (N) IN -VENT COR-A-VENTS TO HAVE (3) 2'� HOLES EA RAFTER BAY (CTV) (N) 2HOUR CHASE PER A32 APPROX 60'x3O': KITCHEN DESIGNER TO PROVIDE ADD'L INFO FOR (N) TYPE 1 HOOD GREASE DUCT EXHAUST FAN 4 MAKE-UP AIR UNIT (BY OTHERS) (N) CONT RIDGE VENT - CTV MIN NET WIDTH PROVIDED is (E)/(N) ROOF SHTG - TYP UNO (N) ROOF VENTILATION CALCULATIONS: VENTILATION REQUIRED: 2,134 5F. (144/300) = 50% OF AREA REQUIRED 6 RIDGE = VENTILATION PROVIDED: (01'-9' RIDGE VENT 9 18 5.IJSF = 10'-10' EAVE VENTS (EVERY BAY) 9 235 5.I)FT = 94'-O' COR-A-VENTS s 6.15 S.IJFT -- TOTAL PROVIDED = 1,1923 S.I. 8962 5.1. 1,2195 5.1. 25,455.1. 634B 5.1. 1,819.45 5.1. O Q • • • • • • 7 O Nov 20 2020 DEVELOPMENT SERVICES DEPARTMENT w a z O N Q o � wN CC w II 54' MIN 12 42 MIN q N 4 01 MAX / 2 3/4' �1-911 1-1/2' MIN 0 x p- x x x O N a m z E Q m � Cf) Q �r 11 TOILE SEAT COVER DISPENSER LAVATORY DI5P ER/WASTE DOOR SPECIFIED W W RECEPT LE PER PLANS 'J W dimension to reflective surface. MOUNTING HEIGHTS DIAGRAM ,A1.4 NTS o • (N) 36' GRAB BAR PER o ICC/ASNSI REQUIREMENTS 3 3 MAX0c, Cc 4 5 � NNE � (N) IS' GRAB BAR PER fCC/ASNSI REQUIREMENTS i a ICC/ANSI SECTION 6043 60' MIN WIDE CLEARANCE , H� _ O w 8 2 9 PERP FROM SIDE WALL AND 56' MIN DEEP CLEARANCE 4 p PERP FROM REAR WALL. NO OBSTRUCTIONS WITHIN THIS • a CLEARANCE 3 B 11 1 INSULATE UNDERSINK PIPES N (N) DOOR PER PLAN SHEET VINYL FLOOR TO RUN CONT UP 4 ONTO 2 [--� w N WALLS MIN 6 FOR COVE BASE 1 Q o0o Fil 191 L r T I � °� I �------------------- v 6 0 o Q 0- (N) IS' GRAB BAR PER u i LI° z 1Y ~� 0 ICC/ASNSI REQUIREMENTS ------- 9 -,�, • O o ,' w � w a (N) 42' GRAB BAR PER >6� � 6 � ICC/ASNSI REQUIREMENTS 3 \ p w 2 OC (n (/ND ' w ? I II � i � o ' W Z FRP WAINSCOT, TYP \` o VINYL COVE BASE, TYP 0 F3-1 F4-1 Q J CL O • O (`B�RESTROOM INTERIOR ELEVATIONS(�A04 SINGLE HAN DI -CAP STALL A1.4 NTS A SCALE: 1/2' = 1'-0' O O O m o N 11 O Z a) Nov 20 2020 L- RESTROOM FIXTURE SCHEDULE ITEM DESCRIPTION MFR STYLE QTY O HANDICAP MOUNTED FLUSH VANE TOILET (BOWL � TANK) PER OWNER O WALL MOUNTED LAV PER OWNER O GRAB BAR (HORIZONTAL 4 VERTICAL PER ICC/ASNSf REQUIREMENTS) PER OWNER O TOILET SEAL DISPENSER PER OWNER O WALL 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 REStR00M FAUCET SET (LEVER STYLE) PER OWNER I 10 NOT USED PER OWNER I 11 OPEN FRONT SEAL FOR WATER CLOSET PER OWNER I 12 FLOOR DRAIN PER OWNER I q DEVELOPMENT SERVICES DEPARTMENT a 0 N O i -�I0 c� 0 0 N Q 0 0 0 0 0 NI 1!9I 0 Z 2 LIA (N) SUSPENDED CEILING SYSTEM W/ (N) 2'-O'x4'-O' CEILING TILES W/ BRACING PER DTL A/A2.1 UNIT 9823 UNIT 9817 NO UlxdC UNIT 9627 DOWNSTAIRS OF RESTAURANT BASEMENT REFLECTIVE CEILING PLAN SCALE: 1/4' = 1'-0' REFLECTED CEILING NOTES: o LIGHTING SYSTEM IS SHOWN SCHEMATICALLY AND IS TO BE BIDDER DESIGNED t0 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 t0 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, t0 PERSONNEL OCCUPYING OR USING THE SPACE. • 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 t0 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: I. 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, t0 MEET ALL APPLICABLE CODES, IF REQUIRED. 'LANS UNIT 9827 LIGHTING SCHEDULE /% MAIN FLOOR REFLECTIVE CEILING PLAN SCALE: 1/4' = l'-0' KITCHEN LIGHTING (AS NOTED ) 4 RESTAURANT SEATING LIGHTING (AS NOTED `) t0 BE BIDDER DESIGN AS NOTED ON SHEETS CS 4 AID FOLLOWING COMPLETION OF KITCHEN E 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 ELECTRICAL LEGEND 2x4 FLOORESCENT FIXTURE $ LIGHT SWITCH, SINGLE POLE, WALL MOUNTED lx4 FLOURESCENT FIXTURE $3 LIGHT SWITCH, THREE WAY WALL MOUNTED _6_�_T VANITY LIGHTING EXIT LIGHT W/ BATTERY BACK-UP O Q • • • • • • 14- I 61 Nov 20 2020 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 00 450 w r.! 0 014 IS 0 z a� 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 I/2' SPACE ,@ 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 • • • • • • I 61 Nov 20 2020 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) lx12 SHTG -OR- (N) 3/4' T4G NOM PWD/OSB (SOLID) SHTG 4 (NNE) 2x6 RAFTERS 9 IV O.C. TYPICAL CEILING CONSTRUCTION: (E) 2x6 CEILING J015TS 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) CONIC (E) ASPHALT AZ N1 a) 0 z 2 (E) 2x4 EXTERIOR WALL CONSTRUCTION (UNIT %25 4 9623): (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 If 1 (E) KITCHEN (N) INTERIOR FINISHES UNIT %2l (E) 2x4 EXTERIOR WALL CONSTRUCTION (UNIT 9621): (E)/(N) COLLAR TIES 4 (E) RIDGE SPLINE PER STRUCT (E) 2x4 CRIPPLE WALL OVER (E) 64 (FF) BM PER STRUCT NOT PAR 7- E OPEN OFFICE SPACE or� T IOR FINISHES NIS t TYPICAL (E) IHR PARTY WALLS: T 7-A (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) WOOD -LAP SIDING OVER (E) BLDG PAPER OVER (E)1/2' NOM PWD SHTG OVER (E) 2x4 STUDS a 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) 2x4 WOOD STUDS @ IV O.C. W/ (N)1/2' GWB EA SIDE (E) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (E)1-1/2' GONG TOPPING OVER (E) Ixl2 FLOOR SHT (E) 2x12 FLOOR JOISTS SPICE) 12' O.0 OVER (N) 1/2'RESILIE �I9e OF T P lE) INTERIOR WALLS'lUNlt 9623) (E) 2x4 WOOD STUDS @ IV O.C. W/ (E) GWB EA SIDE BUILDING SECTION SCALE: 3/8' = 1'-0' (E) 2x4 CRIPPLE WALLKN) SW PER STRUCT (N) FLOOR COVERINGS NTR) OVER (E)1-1/2' GONG TOPPING OVER (E) x OVER (E) 2x10 FLOOR JOISTS SPCD 12' O.C. W/ (N) 5/8' OVER (N)1/2' RESILIENT CHANNEL a UNDERSIDE OF JOISTS (E) DINING RM (N) INTERIOR FINISHES UNIT 9621 H1S s03WOVXL (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) 6' GONG BASEMENT WALL Q) Q • • • • I L1 Nov 20 2020 DEVELOPMENT SERVICES 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 (N) DRAFT5TOP: (E) 2x4 WOOD STUDS a IV O.C. Wl (N) 5/8' TYPE 'X' GWB s ATTIC SIDE (E) 6xl4 BM - NO DAMAGE 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 G IV O.C. W/ (N) R-15c UNFACED BATT (E) RECEPTION A C E AREA INSULATION W/ (N)1/2' GWB 4 1-PERM PVA PAINT TO INTERIOR — — — SMOKE SEAL 4 PAINT (N) INTERIOR FINI UNIT9631 UNIT9625 F %H (E) FRONT OFFICE IS SMOKE SEAL 4 PAINT ICA P L (E) tY 1H Aftft6;;�SMI9 RPRTY WA LLS: (E) 2x4 WOOD STUDS is IV O.C. Wl 19 1 (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) 2x4 STUDS • IV O.C. W/ (N) 3-1/2' GLASS FIBER INSULATION 4 2-(N) LAYERS OF 5/8' TYPE 'X' GWB Q UNIT %2l WHERE GWB REPLACED 4 2-(E) LAYERS OF GWB 9 ADJACENT UNITS a 00 w 0 014 IS 0 Z 2 Ll- (N) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (E)1-1/2' GONG TOPPING OVER (E) IA2 FLOOR SHTG OVER (E) 2x10 FLOOR JOISTS SPCD 12' O.C. W/ (E) GCB t0 UNDERSIDE OF JOISTS - PROVIDE (N) 5/8' TYPE 'X' GCB OVER (N)1/2' (E) DINING R M RESILIENT CHANNEL WHERE GCB FINISHES REPLACED (N) INTERIOR FINISHES UNIT 9627 (E) PONY WALL (BEYOND) uo u i uo uo uo (E) OFFICE (E) BRONZING AREA (E) STAIRS (N) CEILING FINISHES (N) CEILING FINISHES (N) CLG FINISHES UNIT 962l UNIT 9623 UNIT 9621 Q N01 (E) SOG ° d ° n d BUILDING SECTION scALE: 3/8' = l'-O' (N) FLOOR CONSTRUCTION: (N) FLOOR COVERINGS (PER OWNER/CONTR) OVER (E)1-1/2' GONG TOPPING OVER (E) IA2 FLOOR SHTG OVER (E) 2xl2 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 NO WORK UNIT 9611 (E) IHR PARTY WALL - NO WORK Q, Q • • • • • • 7 , Nov 20 2020 DEVELOPMENT SERVICES DEPARTMENT "A SEE DTL H/A32 FOR CURBI> � o (N) MAKE-UP AIR DUCT (BY OTHERS) 4 0 z i X: 0- (N) 26GA GALV FLASHING BTWN `r (N) CURB 4 (N) ROOFING (N) DIMENSIONAL COMP ROOFING OVER — (N) 30* BLDG PAPER OVER (N) 3/4' NOM PWD/OSB (SOLID) SHTG OVER (N)1/2' NOM PWD/OSB SHTG 4 (N)/(E) 2x6 RAFTERS 6 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 (E) GCB W/ ISOLATED REPAIRS TO MATCH (CTV)' 0 (E) GM W/ ISOLATED REPAIRS TO MATCH (CTV) UNIT 9631 (E) 2x4 CHASE WALL PER PL (E) GWB W/ ISOLATED REPAP (E) 2x10 FLOOR JOISTS • 121, (E)1-1/2' CONIC TOPPING OVE (E) lxl2 FLOOR SHTG (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL (N) EXHAUST FAN (BY OTHERS) (NME) ROOF REQUIRED EXHAUST CLEARANCE NT5 a CLG/ROOF s 2ND FLOOR N 2—HR FIRE —RATED CHASE X �32NTS G F LE N0. FC 5110 (MODIFIED FOR (E) CONS CtION) 0 ZAGA PILE NO. WP 4136 (N) EXHAUST PAN (BY OTHERS) (N) METAL CURB (SLOPED) ATTACHED TO (N) 2x CURBING PER MFR (BY OTHERS) (N) 2x4 (PT) CURB NAILER W/ (N) CURB IE 4 0.14&x3 P-NAILS TOE -NAILED 9 VOL. (N) 2x4 (PT) CURB IE W/ 0.1486 P-NAILS THRU (N) SHTG TO (N) RAFTERS SPCD 6' O.C. 2-(N) LAYERS OF 5/8' TYPE 'X' GWB EA SIDE OF (N) CHASE ATTIC (N) 2x4 CHASE WALL FRMG PER CONTR (N) 5/8' TYPE 'X' GCB OVER (N)1/2' RESILIENT CHANNEL UNIT 9625 IN "' IN ' ""t-':S OF 5/8' TYPE 'X' GWB SE WALL ',ONTR DYERS OF 5/8' TYPE 'X' GI OF (N) CHASE )OR JOISTS • 12' O.C. NC TOPPING OVER )R SHTG 111'E 'X' GCB OVER (N)1/2' RESILIENT CHANNEL "A 5'-0' CLEAR (CTV) (N) 20'0 DOUBLE WALL DUCT TYPE 1 HOOD MAKE-UP AIR (BY OTHERS) (N) 20'0 DOUBLE WALL DUCT FOR TYPE 1 HOOD GREASE DUCT (BY OTHERS) (N)12'0 DUCT FOR TYPE 2 HOOD (BY OTHERS) n (N) GREASE CLEANOUT ACCESS PER IMC 5063.8 (BY OTHERS) INSIDE ATTIC SPACE 2' CLEAR UNO Lu (N) 2x4 CHASE WALLS W/ FRMG PER CONTR 6 H A32 (N) 2x4 KITCHEN HOOD EXHAUST DUCT CHASE (E)1-HR RATED SEPARTION WALL - SEE DTL 5/A32 2—HR FIRE RATED CHASE rc,- SHOWN 6 2ND FLOOR A32 GA FILE NO. FC 5110 (MODIFIED FOR (E) CONSTRUCTION) GA FILE NO. WP 4136 NTS (E) 2x6 CEILING JOISTS (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 I-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) la' RESILIENT CHANNEL FIRE —RATED CEILING PENETRATIONS NTS (E)1-1/2' GYPCRETE 0''-^ (E) Ixl2 FLOOR SHTG (N) 5/8' TYPE 'X' GWB �.�. (N)1/2' RESILIENT CHANNEL 01 II-20-20 CITY REVIEW COMMENTS )OR JOISTS 6 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' TYPE 'X' GWB G UNIT 9621 (E) SEPARATION WALL PER PLANS PROVIDE (1) LAYER 5/8' GWB VERT FIRESTOPS 6 MIN INTERVALS OF 10'-0' SECURELY FASTENED IN PLACE PER 2015 IBC SECTION 11822 - TYP s ALL PARTY WALLS - EXTEND THRU CONCEALED SPACES a ATTIC PROVIDE MINERAL FIBER INSUL IN LIEU OF GWB ,s SEPARATION WALLS BETWEEN UNITS 2—HOUR FIRE —RATED SEPARATION WALL NTS FAI GA FILE NO. WP 4136 (N) 5/8' 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 Is ALL PARTY WALLS - EXTEND THRU CONCEALED SPACES s ATTIC PROVIDE MINERAL FIBER INSUL IN LIEU OF GWB a SEPARATION WALLS BETWEEN UNITS 1—HR FIRE —RATED SEPARATION WALL NTS GA FILE NO. WP 3645 (N) 5/8' TYPE 'X' GWB (E) WOOD -LAP SIDING OVER (E) BLDG PAPER OVER (E)1/2' PWD SHTG 1—HR FIRE —RATED EXTERIOR WALL NTS GA FILE NO. WP 8105 (MODIFIED FOR (E) CONSTRUCTION) O Nov 20 2020 DEVELOPMENT SERVICES DEPARTMENT a 0) r 0 0 z 2 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF CITY OF EDMONDS AND: THE 2015 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED AND ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASHINGTON: A.C.I. - LATEST EDITION, AISC - LATEST EDITION, AWS - LATEST ADDITION, A.I.T.C. - LATEST EDITION, NDS - LATEST EDITION AND A.I.5.1 - LATEST EDITION 12 DESIGN CRITERIA A. VERTICAL LOADS 1. LIVE LOADS ROOF (SNOW) 25 PSF Pg = 30 PSF Pf = 20 PSF Ce = 1.0 Ct = 1.0 Is = 1.0 FLOOR 40 PSF DECKS (00 PSF B. LATERAL LOADS: LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE B, 3-SECOND GUST = 110 M.P.N. PER IBC, RISK FACTOR II, Kzt = 1.0 2. SEISMIC: SEISMIC USE GROUP I, SEISMIC DESIGN CATEGORY D PER IBC: Longitude =-122362 Latitude = 41.118 Ss 2 1261, Site Class B Sl = 0.493 , Site Class B ,TS= OB41 S s = 0.496 R = 6.5 le = 1.0 Cs = 0.10 (ASD) V = NOT CALCULATED AS NO DAMAGE TO LATERAL FORCES 4 NO LOADS/INCREASE > 5% 13 SHOP DRAWINGS (NONE) 2.0 SITE WORK (EXISTING STRUCTURE NONE -REQUIRED) 3.0 CONCRETE (NOT USED) 4.0 METALS (NOT USED) 5.0 STRUCTURAL STEEL (NOT USED) 6.0 LIGHT GAUGE STEEL - (NOT USED) 1.0 CARPENTRY 1.1 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE DOUGLAS FIR 02 FOR STUDS AND HEM -FIR 12 FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2' LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SD) EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS SHALL BE AS SHOWN BELOW: MEMBER SPECIES Fb (PSI) FV (PSI) 2x 4 3x STUDS 02-HEM FIR 850 150 2x JOISTS I HEM FIR 850 150 4x HEADERS 02 DOUGLAS FIR 900 180 4x COLUMNS *2 DOUGLAS FIR 900 180 6x HEADERS M DOUGLAS FIR 1350 110 6x COLUMNS M DOUGLAS FIR 1200 110 ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED (SEE SECTION 1.1). 12 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-301. B. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABLE IRON WASHERS. C. ALL NAILS SHALL BE COMMON WIRE NAILS OR EQUIVALENT PNEUMATICALLY DRIVEN NAILS (P-NAILS), AMERICAN OR CANADIAN MANUFACTURER ONLY AS INDICATED BELOW. P-NAILS SHALL BE INSTALLED PER THE MANUFACTURERS GUIDELINES. COMMON WIRE NAIL PNEUMATIC NAIL MINIMUM NAIL LENGTH NAIL APPLICATION 16d COMMON 0.162' P-NAIL 3-1/2' FRAMING 10d COMMON 0.148' P-NAIL 3' FRAMING 8d COMMON 0.131' P-NAIL 3' FRAMING 10d COMMON 0.148' P-NAIL 2-1/2' SHEATHING Ed COMMON 0.131' P-NAIL 2-1/2' SHEATHING D. LAG SCREWS, SHEAR PLATES - SEE IBC. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, USP, OR OTHER ICBO APPROVED. F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE GALVANIZED OR PROTECTED WITH OTHER APPROVED MEANS OF CORROSION PROTECTION. HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIALS SHALL BE POST HOT -DIPPED GALVANIZED TO A G-165 RATING. THE HARDWARE AND FASTENER MANUFACTURERS SHALL VERIFY COMPATIBILITY WITH THE PRESSURE TREATED MATERIALS USED ON SITE. 13 MINIMUM NAILING - PER 2015 IBC TABLE 2304.10.1 ON SHEET 51.1 1.4 ANCHOR BOLTS PER IBC SECTION 23083.1 ALL FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 1/2' OR 5/8' NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 1' AND SPACED NOT MORE THAN 6 FEET ON CENTER THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 INCH OF EACH END OF EACH PIECE. IN SEISMIC DESIGN CATEGORIES D, E 4 F, A MINIMUM OF 1/2 INCH DIAMETER BOLTS WITH 3'x3'xl/4' PLATE WASHERS IS REQUIRED. 5/8 INCH DIAMETER ANCHOR BOLTS ARE REQUIRED IN SEISMIC DESIGN CATEGORIES E 4 F. SEE SHEARWALL TABLE FOR ADDITIONAL INFORMATION. 1.5 PLYWOOD/OSB SHEATHING EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO MOST CURRENT VERSION OF P52 FOR OSB. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE 8d AT 6' ON CENTER 9 SUPPORTED PANEL EDGES AND 8d AT 12' ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND ROOFS. FOR FLOORS, USE THE SAME SPACING PATTERN AS STATED FOR WALLS OR ROOF EXCEPT USE 10d NAILS. NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF OSB CALLED OUT. ALL THICKNESS AND GRADING SHALL CONFORM TO PSI OR P52. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR ROOF DIAPHRAGM: 15/32' PWD (PANEL INDEX = 24/1(o), WITH 8d NAILS OR .131' DIA P-NAILS AT 6' O.C. AT SUPPORTED PANEL EDGES AND AT 12' O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE PLY -CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND APA GUIDELINES. FLOOR DIAPHRAGM: 3/4' PWD (PANEL INDEX = 48/24), WITH 10d NAILS OR .131' DIA P-NAILS AT 6' O.C. AT SUPPORTED PANEL EDGES AND AT 12' O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE PLY -CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND APA GUIDELINES. 1.6 MANUFACTURED TIMBER BEAMS (NONE) 1.1 PRESERVATIVE TREATMENT ALL EXPOSED FRAMING LUMBER, PLYWOOD AND DECK MATERIALS SHALL BE PRESSURE TREATED WITH 25#/CF PENTACHLOROPHENOL PER AWPA SPECIFICATION P-5 OR OTHER APPROVED TREATMENT. ALL CUTTING AND BORING AFTER PRESSURE TREATMENT SHALL BE CARED FOR IN ACCORDANCE WITH AWPA SPECIFICATION M-4. CONTRACTOR SHALL VERIFY COMPATIBLITY BETWEEN THE PRESSURE TREATMENT AND ANY HARDWARE OR FASTENERS IN CONTACT WITH THE PRESSURE TREATED MATERIAL(S). 8.0 THROUGH 14D NOT USED 15.0 MECHANICAL / POWDER DRIVEN FASTENERS (NOT REQUIRED) 16.0 SPECIAL INSPECTIONS (NOT REQUIRED) 11D MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. Q, • • O Q • • • • Nov 20 2020 DEVELOPMENT SERVICES DEPARTMENT TABLE 23.04.10.1 FASTENING SCHEDULE FLOOR CONTINUED DESCRIPTION OF BLDG ELEMENTS NUMBER 4 TYPE OF FASTENER SPACING 4 LOCATION 29. JOIST TO BAND JOIST OR RIM JOIST (3)16d COMMON (3-1/2'x0.162') -OR- END NAIL ROOF (4) 3'xO.131' NAILS I. BLKG BETWEEN CEILING JOISTS, 30.5RIDGING OR BLKG TO JOIST, (2) Sd COMMON (2-1/2'xO.131') -OR- EACH END, TOENAIL RAFTERS OR TRUSSES TO TOP (3)-8d COMMON (2-1/2'xO.131') EACH END, TOENAIL RAFTER OR TRUSS (2) 3'xO.131' NAILS fE OR OTHER FRAMING BELOW WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND BLKG BTWN RAFTERS OR TRUSS (2) Sd COMMON (2-1/2'xO.131') EACH END, TOENAIL PARTICLEBOARD WALL SHEATHING TO FRAMING NOT At THE WALL TOP fE t0 (2) 3'xO.131' NAILS EDGES INTERMEDIATE SUPPORTS (2)1(od COMMON (3-1/2'x0.162') ENE) NAIL RAFTER OR TRUSS (INCHES) (INCHES) (3) 3'xO.131' NAILS 8d BOX OR DEFORMED 31. 3/8' - I/2' (2-1/2'x0.113') (ROOF) 6 12 FLAT BLKG TO TRUSS AND WEB 16d COMMON (3-1/2'x0.162') FILLER (3) 3'xO.131' NAILS FACE NAIL 32. 19/32' - 3/4' 8d COMMON (2-1/2'xO.131') 6 12 2. CEILING JOISTS TO TOP fE (3) Sd COMMON (2-1/2'xO.131') -OR- EACH JOIST, TOENAIL 33.1/8' - 1 1/4' 10d COMMON (3'xO.148' -OR- 6 12 (3) 3'xO.131' NAILS 8d DEFORMED (2-1/2'xO.131') WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER (3) lbd COMMON (3-1/2'xO.162') -OR- FACE NAIL 36. 3/4' AND LESS 8d COMMON (2-1/2'xO.131') 6 PARTITIONS (NO THRUST) (4) 3'xO.131' NAILS Sd COMMON (2-1/2'xO.131' -OR- (SEE SEC 2308.13.1 TABLE 2306.13.1) , - , 31. 1/8 1 8d DEFORMED (2-1/2'xO.131') 6 12 4. CEILING JOIST ATTACHED TO 38. 11/8' - 1 1/4' 10d COMMON (3'xO.148' -OR- 6 12 PARALLEL RAFTER (HEEL 8d DEFORMED (2-1/2'xO.131') JOINT) (SEE SEC 2308.13.1, PER TABLE 2308.13.1 FACE NAIL PANEL SIDING TO FRAMING TABLE 2308.13.1) 6d CORROSION -RESISTANT SIDING 5. COLLAR TIE TO RAFTER (3)10d COMMON (3'x0.148') -OR- FACE NAIL 39.1/2' OR LESS 6d CORROSION -RESISTANT CASING 6 12 (4) 3'xO.131' NAILS (2'x0.099' (o. RAFTER OR ROOF TRUSS TO TOP fE (SEE SEC 2308.1.5, (3)-10d COMMON (3'x0.148') 40.5/8' 8d CORROSION -RESISTANT CASING 6 12 (2-1/2'xO.113') TOENAILc TABLE 2308.1.5I (4) 3 x0.131 NAILS 1. ROOF RAFTERS t0 RIDGE VALLEY (2)-16d COMMON (3-1/2'x0.162') ENDNAIL (3) 3'xO.131' NAILS OR HIP RAFTERS± OR ROOF RAFTER TO 2' RIDGE BEAM (3)-10d COMMON (3-1/2'xO.148') TOENAIL (4) 3'xO.131' NAILS WALL 8. STUD TO STUD Ibd COMMON (3-1/2'x0.162') 24' O.C. FACE NAIL (NOT AT BRACED WALL PANELS) 3'xO.131 NAILS IV D.C. FACE NAIL SHEARWALL TABLE 9. STUD TO STUD 4 ABBUTTING STUDS 16d COMMON (3-1/2'x0.162') IV O.C. FACE NAIL ® © © AT INTERSECTION WALL COMERS (AT BRACED WALL PANELS) 3'x0.131 NAILS 12' O.C. FACE NAIL 1/2 A.B. 0.148 P NAIL 5IMP50N A35/LTP4 CAPACITIES FOR SEISMIC DESIGN MARK COMPONENTS CATEGORIES C, D, E, 4 F 10. BUILT-UP HEADER (2' TO 2' HEADER) Ibd COMMON (3-1/2'x0.162') IV O.C. EACH EDGE, FACE NAIL fE TO GONG fE-TO-fE SPACING (IN) CLIP SPACING (IN) SPACING (IN) 11. CONTINUOUS HEADER TO STUD (4) 8d COMMON (2-1/2'xO.131') TOENAIL 5/8, GWB 1/2' GWB I(od COMMON (3-1/2'x0.162') IV D.C. FACE NAIL Gl 5/8' GWB, ONE SIDE, BLOCKED W/ TYPICAL NAILS ,s 4' O.C. 48' O.C. 9' O.C. 32' O.C. 115 150 12. TOP PLATE t0 TOP PLATE 3'xO.131' NAILS 12' O.C. FACE NAIL G2 5/8' GWB, BOTH SIDES, BLOCKED W/ TYPICAL NAILS a 4' O.C. 24' O.C. 4' O.C. 16' O.C. 350 300 13. TOP PLATE t0 TOP PLATE, At ENE) (8)16d COMMON 13-1/2'x0.162') -OR- EA SIDE OF END JOINT, FACE NAIL W1 1/2' PLYWOOD, BLOCKED, W/ 0.131' DIA P- NAILS a 6' O.C. 36' O.C. 1' O.C. 24' O.C. HEM -FIR DOUG-FIR JOINTS (12) 3'x0.131' NAILS (MINIMUM 24' LAP SPLICE LENGTH •PANEL EDGES AND 12' O.C.� FIELD 230 280 1/2' PLYWOOD BLOCKED, W/ 0.131' DIA P- NAILS a 4' O.C. , EACH SIDE OF END JOINT) � •PANEL EDGES AND 12' O.C.� FIELD 24 O.C. 4 O.C. 16 O.C. 353 430 14. BOTTOM PLATE t0 JOIST, RIM JOIST, Ibd COMMON (3-1/2'x0.162') IV O.C. FACE NAIL BAND JOIST OR BLKG W3 1/2' PLYWOOD, BLOCKED, W/ 0.131' DIA P- NAILS a 3' O.C. 24' O.C. 3' O.C. 12' O.C. 451 550 3'xO.131' NAILS 12' O.C. FACE NAIL (NOT AT BRACED WALL PANELS) • PANEL EDGES AND 12' O.C. Is FIELD. SEE SPECIFIC NOTES 1, 2,3 1/2' PLYWOOD BLOCKED, W/ 0.146' DIA P- NAILS 9 2' O.C. 16 O.C. 2 ROWS STAGGERED 1-1/2 O.C. 113 810 15. BOTTOM PLATE TO JOINT, RIM JOIST, (2)16d COMMON (3-I/2 x0.162) -OR- � PANEL EDGES AND 12' O.C. � FIELD. SEE SPECIFIC NOTES 1, 2, 3 6 4' O.C. BAND JOISTS OR BLKG AT BRACED l4) 3'x0.131' NAILS I6' D.C. FACE NAIL 2 ROWS WALL PANELS a 1/2' PLYWOOD, BLOCKED, BOTH SIDES, W/ 0.131' DIA P- NAILS a 3' O.C. ' O.C. SDSI/4x3 SCREWS (D' O.C. 902 1100 (4) Sd COMMON (2-1/2'xO.131') °' (4) 3'xO.131' NAILS TOENAIL At PANEL EDGES AND 12' O.C. a FIELD. SEE SPECIFIC NOTES 1, 2, 3 STAGGERED a 6' O.C. 16. STUD TO TOP OR BOTTOM PLATE (2)16d COMMON (3-I/2'x0162') -OR- 2 ROWS HGA10 III/0 N (3) 3'xO.131' NAILS END NAIL W(O1/2' PLYWOOD, BLOCKED, BOTH SIDES, W/ 0.148' DfA P- NAILS 2' O.C. 8, O.C. SDSI/4x3 SCREWS W51/4x1-1/2 SCREWS 1421 1140 At PANEL EDGES AND 12' O.C. a FIELD. SEE SPECIFIC NOTES 1, 2, 3 STAGGERED 4' O.C. 13, OC N I1. TOP OR BOTTOM PLATE STUD (2)16d COMMON (3-I/2 x0.162) -OR- END NAIL TYPICAL NOTES: (3) 3'xO.131' NAILS 18. TOP PLACES, LAPS At CORNERS (2)16d COMMON (3-I/2'x0.1629 -OR- FACENAIL I. FOR ALL SHEARWALLS WHERE 1/2' PLYWOOD IS CALLED OUT 1/16' OSB MAY BE USED AS AN ALTERNATE. FOR SHEARWALLS o AND INTERSECTIONS (3) 3'xO.131' NAILS 2. FOR ANCHOR BOLTS USE A 3 x 3 x 1/4 FLAT WASHER BETWEEN NUT AND PLATE TYPICAL. (2) 8d COMMON (2-1/2'xO.131') -OR- NJ. I' BRACE TO EACH STUD AND PLATE (2) 3'xO.131' NAILS FACENAIL 3. IF SHEATHING PLACED WITH THE LONGITUDINAL DIRECTION VERTICAL, STUDS AND PLATES WILL BE CONSIDERED TO ACT AS BLOCKING. 20.1'x6' SHEATHING TO EACH BEARING (2) Sd COMMON (2-1/2'xO.131') FACENAIL 4. WALL SHEATHING CALLED OUT SHALL EXTEND FOR ENTIRE WALL LENGTH At THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS. THIS IS FOR FINISH PURPOSES 21. 1'x8' AND WIDER SHEATHING t0 EACN Ui ONLY: NAIL, CLIP AND ANCHOR BOLT SPACINGS ABOVE APPLY At ONLY THE ACTUAL LENGTH OF SHEARWALL. 0 BEARING (3) Sd COMMON (2-I/2'x0.131') FACENAIL o 5. 0.131' P-NAILS ARE TO BE 2-1/2' IN LENGTH, 0.148' P-NAILS ARE TO BE A MINIMUM OF 2 1/2' FOR SHEATHING APPLICATIONS AND A MINIMUM OF 3' FOR FRAMING OR PLATE TO FLOOR N PLATE NAILING. NAILS SHALL BE INSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING. CONTRACTOR SHALL COMPLY WITH NAILING RESTRICTIONS AS DETERMINED BY w THE PRODUCER OF ANY COMPOSITE WOOD PRODUCTS USED FOR SHEARWALLS OR USED AS SHEAR TRANSFER MEMBERS SUCH AS BETWEEN FLOORS. 22. JOIST t0 SILL, TOP PLATE, OR (3) 8d COMMON (2-1/2'xO.131') -OR- Z GIRDER (3) 3'xO.131' NAILS TOENAIL fo. SIMPSON A35 CLIP ANGLES SHALL BE INSTALLED WITH FASTENERS PER MANUFACTURER'S SPECIFICATIONS. OPTIONAL TO USE P-NAILS WHERE SHOWN. V) Z 1. SPACING SHOWN ABOVE FOR ANCHOR BOLTS, NAILING AND CLIPS IS MAXIMUM AMOUNT ALLOWED. 23. RIM JOIST, BAND JOIST, OR BLKG t0 Sd COMMON (2-1/2'x0.131') -OR- a o TOP PLATE, SILL OR OTHER FRAMING BELOW 3'xO.131' NAILS 6' O.C. TOENAIL 8. ALL NAILING NOT SPECIFICALLY CALLED OUT SHALL BE IN ACCORDANCE WITH IBC TABLE 2304.10.1 0 13. SHEARWALL FRAMING PERFORATIONS SHALL BE LIMITED TO 3/4' DIAMETER CENTERED AT FACE OF STUD OR PLATE AND NOT CLOSER THAN 4' O.C. PRIOR TO ANY 24. I'x6' SUBFLOOR OR LESS TO EACH JOIST (2) 8d COMMON (2-1/2'xO.131') FACE NAIL LARGER HOLES OR NOTCHING OF SHEARWALL FRAMING MEMBERS CONTACT BCIE FOR APPROVAL. z 10. FOR CALLOUTS WHERE SHEATHING IS REQUIRED ON ONLY ONE FACE OF WALL, SHEATHING MAY BE PLACED ON EITHER FACE, BUT MUST BE CONTINUOUS a IT' INTERSECTIONS. 25. 2' SUBFLOOR TO JOIST OR GIRDER (2)16d COMMON (3-I/2'x0.162') FACE NAIL NOT ELECTRO-PLATED. ' It 0 (PLANK 4 BEAM FLOOR 4 ROOF) (2)16d COMMON (3-1/2'x0.162') FACE NAIL - 12 WH WO AN S A A I SUM A 1 1' AN NAI IN III IA ' AN NAI IN N A M NT F 14 'NAI S N■ 21. BUILT-UP GIRDERS 4 BEAMS, 2' LUMBER LAYERS 26. LEDGER STRIP SUPPORTING JOISTS Z OR RAFTERS 2 ERE OD P EL RE PPL ED OVER GYP , REPL CE .3 P EL L G / . 8 P EL L G. 0 REPL CE E OR . 8 L 24' O.C. FACE NAIL At TOP 4 13. USE bd WALLBOARD OR COOLER NAILS WITH 5/8' GWB (5d WITH 1/2' GWB). 3'xO.131' NAILS BOTTOM STAGGERED ON OPPOSITE SIDES SPECIFIC NOTES AS CALLED OUT IN TABLE ABOVE: (3) 3'xO.131' NAILS -OR- 1. 3x STUDS ARE REQUIRED AT ALL ABUTTING PANEL EDGES. 2-2x STUDS OK (3) 3' 14GA STAPLES,1/16' CROWN 12' O.C. FACE NAIL 2. 3x SILL PLATES REQUIRED WHERE ATTACHED TO CONCRETE WITH ANCHOR BOLTS. 2-2x SILL PLATES OK (3)16d COMMON (3-1/2'xO.162') -OR- EACH JOIST OR RAFTER, FACE NAIL 3. SHEATHING JOINTS ARE TO BE STAGGERED ON OPPOSITE FACE OF WALL. (4) 3'xO.131' NAILS SHEARWALL TABLE TYPICAL DETAILS © IF SHTG JOINT ABOVE RIM d d d a a as d d MIN (2) STUDS RQD • ENDS OF ALL SWs W/ PNL EDGE NAILING STAGGERED t0 EA ENE) STUD PER SW TABLE MIN 2x4 (FLAT) BLKG a UNSUPPORTED PNL SISTERING t0 MATCH i NAILING FOR SW MIN (2) %? I u u RQD ENDS "t ALL SWs W/ PNL EDGE NAIL STAGGERED TO EA END ST PER SW TABLE HDs, WHERE THEY OCCUR Ti MIN (2) STUDS PER Hp TABI HD 9 OPP SIDE OK (OMIT STUD -STUD NAILING PANEL EDGE NAILING PER SW TABLE SW NAILING • CORNER STUDS FLOOR CONE) SW NAILING S HOIRZ PNL JTs SW NAILING G CORNER STUDS PANEL EDGE NAILING PER SW TABLE HDs, WHERE THEY OCCUR TO MIN (2) STUDS PER HD TABLE - HD 6 OPP SIDE OK (OMIT STUD -STUD NAILING S HD) PANEL EDGE NAILING PER SW TABLE IF NO SHTG JT (QC NO RQD) PANEL EDGE NAILING STAGGERED PER SW TABLE c�E IP SW CORNER DTL 4/54.0 ID NAILING PER SW TABLE W4' GONG EDGE STANCE (MIN) 12' O.C. MAX (4' O.C. MIN) w J H O n O �W • Ld > elf D U • w O a_ w q O 2Q, O O o Nov 20 2020 DEVELOPMENT SERVICES DEPARTMENT QI 11-20-20 CITY REVIEW COMMENTS ® - - - - - - - - - - - - - - W Z a N N a o � �wN � FL-T w Lz� 7� (E) &x14 (FF) BM (NO DAMAGE) - TYP (3) PLCs (N) 2x10 HFM JOIST SISTERED TO (E) JOIST W/ 1 0.148x3 P-NAILS 9 12' O.C. T45 (E) POST -OR- (E) MULTIPLE STUDS q FOR (E) BMs 9 (E) EXT/INT WALLS - c ENLARGE OPENING AS RQD - MAX 61-0'x3'-0' NO DAMAGE (E) 4'0 PIPE COLUMNS (NO DAMAGE) - TYP (2) PI -Cs • o O ----- — — ---- -- °o (N) 2x10 HF01 HDR 6 (E) OPENING W/ Q (N) SIMPSON LUS28 HANGERS EA END --- 0 --- — --- --- W W� W Lx (N) 2x10 HFM JOIST 51STERED TO (E) JOIST W/ 0.148x3 P NAILS 9 12' O.C. T45 W Q q (E) 6x6 POST - NO DAMAGE (E) 2x10 FLOOR JOISTS a (E) OPENING W/ (N) SIMPSON LUS28 HANGERS (N) HDR oLX • P�� NNE W� _ W p �W • N W N C L NO o (E) BMs FOR (E) BALCONY (TYP UNO) - NO DAMAGE j o 0 (E) POSTS FOR (E) BALCONY (TYP UNO) - W �O o NO DAMAGE > Lij N o O • N - - - - - - - - - - - - Fwt - - - ® - - - - - - w W Z CD V Z_ Q O Z a J 2ND FLOOR FRAMING PLAN • N O ON N En LL� • O N `1 O Z 2 Nov 20 2020 q I DEVELOPMENT SERVICES DEPARTMENT aq 0 .14 I.- IS 0 z 2 Ll- --------------------------- ----J,-------------------- II (E) 2x6 CEILING JOISTS 6 16' O.C. - NO DAMAGE TYP UNO (E) 2x6 CEILING JOISTS EA SIDE OF (N) CHASE I I I I I I I I I I I I I ---------------------------- 1 r---------------------I II II II II II II II II II II II II II II LJ I I II II II II Li II I OPENING MODIFIED W/ (N) SIMPSON A35s ; ---------- 9 (N) HEADERS - TYP (2) PLCs 2-(N) 2x6 4 2 HDRs EA SIDE (N) OPENING 1 ' 1 1 ' I 1L---------JI FOR CHASE W/ (N) SIMPSON LUS26-2 HANGERS ' 1 I I I I 1 L---------- I Q (N) CEILING BM - TYP (2) PLCs W/ 0.148x3 P-NAILS a 12' OC Tj STAGGERED FOR `� r-------- ------- II II II II II II II I II II II II r_J I n rJ I II I I II I Iul rL - - - - - - - - - - - - - - 1I II IL-------------------- ---1I ------------------- --- 61STERING ILi fi r - l I� II II (E) 2x4 CRIPPLE WALLS S40 (AS NOTED ) OVER' 1 ------- - - - - - - - - - - - - - - - - - - - - - - - - II (E) 6x14 (FF) BM (N) 5'-0'x2'-6' CLEAR OPENING FOR Lli 1 CHASE (CTV) I I I (c\\---------- 1 I I I I I I I, II ' r-1 - - - - - - - - - - -L r II 11 I, II 11 I, II 11 I, II 11 I, II 11 I, II 11 (E) STRONG -BACKS NEAR MID -SPAN 1 FOR CLG JOISTS (TYP (2) PLCs) - I CTV WHERE MISSING 4 INSTALL L; L-----J (N) STRONG -BACKS TO MATCH II II 1, II - r-� -�- - - -T- (E) 6x14 (FF) BM BELOW (E) R (E) 2x4 CRIPPLEAWALL W/ AD FRMG FOR (N) WI SW PER PL SW TABLE ON 51.1 (AS NOTED (E) BMs FOR (E) BALCONY - NO DAMAGE (E) POSTS FOR (E) BALCONY 11 11 11 11 11 11 11 11 11 II II I� II II II II I II II II II II II II II II II II II II II I I r�-------- I �I II II I - - - II II II II II II II II LJ II II I Ilj I I j L l-------- rz --J L--------- --� I I--------- I II r II II II II II II i I i I I I I I I I I I I I I I I I I I I L IL F---------- -- - - - - - - PARTIAL CEILNG JOIST FRAMING PLAN SCALE: 1/4' = l'-0' A(E) (E) 2x4 CRIPPLE WALL W/ (N) SHTG PER SW TABLE ON 51.1 - ADDITIONAL FRAMING AS REQUIRED (CTV) 01 II-20-20 CITY REVIEW COMMENTS 3-(N) 2x6 HF"2 CEILING BM s (N) CHASE OPENING W/ (N) SIMPSON LUS26-2 HANGERS a (E) bx14 BMs W/ 0.1486 P-NAILS 6 12' O.C. T45 STAGGERED FOR SISTERING 2' CLEAR BTWN (N) DUCTS FOR CHASE 4 (NNE) CEILING FRAMING BMs I O Q • • • • • • 7 1 44 01 I Nov 20 2020 DEVELOPMENT SERVICES DEPARTMENT Platform and access required, IMC 306.5 and 306.5.1. Differed submittal required. (E) 2x4 CRIPPLE WALLS — (AS NOTED ) OVER (E) 6x14 (FF) BM 3-(N) 2x6 DFI RAFTERS EA SIDE OF (N) CHASE OPENING W/ 2' CLR ALL AROUND STAGGERED 6-(N) 2x6 DF�I RAFTERS O IV O.C. BELOW z (N) TYPE I HOOD MAKE-UP AIR UNIT (CTV) 2-(N) 2x6 DFM HDRs EA SIDE OF (N) CHASE OPENING W/ (N) SIMP50N LUS26-2 HANGERS a ENDS SISTER W/ 0.148x3 P-NAILS a 12' O.C. T4B STAGGERED 1 (N) 2x4 402 COLLAR TIES a (N) RAFTERS PER DTL 6/54.0 (E) 2x4 COLLAR TIES a 48' O.C. W/ (N) 2x4 HF*2 COLLAR TIES BTWN SO ALL (E) RAFTERS ATTACHED - SEE DTL 8/54.0 FOR SIM (N) 2x6 DFOI RAFTERS a IV O.C. EA SIDE - OF RIDGE WHERE DAMAGED DUE TO FIRE -OR- SAW -CUTTING (61-1 TO 16TH RAFTERS FROM NORTH GABLE END WALL) (N)1/2' NOM PWD/OSB SHTG OVER (N) 3/4' NOM — PWD/OSB SHTG W/ 0.146x3 P-NAILS 9 6' O.C. PNL EDGES 4 12' O.C. FIELD THRU (N) 3/4' SHTG TO (N) RAFTERS (AS NOTED 0) (N) ROOF RESTORATION FRAMING NOTES �I 1. (N) ROOF RAFTERS SHALL BE 2x6, DOUGLAS FIR #I @ 16" O.C. W/ 5IMP50N A346 -OR- H2A6 EACH RAFTER (N) ROOF RAFTERS SHALL ATTACH TO HIPS, o RIDGES, ETC. W/ SIMP50N A34 GIPS (FLUSH CONDITIONS ONLY) - USING SD9 SCREWS. @I p 2. PLACE LONG DIRECTION OF ALL (N) PWD/OSB SHEETS PERPENDICULAR TO TRU55/RAFTER OR JOIST DIRECTION, SEE DETAIL 2/54.0. FLOOR SHEATHING IS o TO BE CONTINUOUS FROM UNIT TO UNIT, SEE PLANS FOR EXCEPTIONS. TYPICAL NAILING AT FLOOR AND ROOF DIAPHRAGMS IS PROVIDED IN THE GENERAL > STRUCTURAL NOTES ON SHEET 51.0. c 3. (N) 4 (E) DOUBLE TOP PLATES THAT ARE PART OF THE REPAIRS ARE TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES v CONTAINING SHEARWALLS. TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 2/54.0. It N 4. WI DENOTES THE SHEARWALL TYPE, SEE THE SHEARWALL TABLE ON SHEET 52.0. INDICATES SHEARWALL LOCATION. THE CALL -OUTS ON THE SHEARWALL 1-1 1-TABLE APPLY TO THE ENTIRE WALL LINE THAT THE INDICATED SHEARWALL IS LOCATED. PROVIDE SOLID BLOCKING IN FLOOR BELOW PERPENDICULAR Z SHEARWALLS. FOR TYPICAL HOLDOWN DETAILS AT THE ENDS OF SHEARWALLS SEE 3/52.0. FOR TYPICAL CORNER CONDITIONS AT SHEARWALLS SEE N 4/54.0. FOR TYPICAL IT' INTER CTION CONDITIONS AT SHEARWALLS SEE 4/54.0. CONTRACTOR TO INSTALL ADD'L HARDWARE 4 FASTENERS AS REQUIRED Z PER THE SW TABLE FOR (N) Wl SWs ALONG INTERIOR FACE OF (E) EXTERIOR SWs. 0 5. REPLACE (E) HEADERS AND BEAMS AS SHOWN PER THE PLAN. ALL (NNE) HEADERS SHALL HAVE A MINIMUM OF (1) JAMB AND (1) KING STUD BELOW FOR SUPPORT. ALL PE GIRDER TRUSSES SHALL HAVE SOLID STUDS 6 BEARING LOCATIONS. ALL BEAMS 6x AND LARGER SHALL HAVE A MINIMUM OF (2) JAMB 0 STUDS FOR SUPPORT. MINIMUM HEADER SIZES FOR (E) HEADER REPLACEMENT SHALL BE 48 (SPANS TO 5'-0') OR 410 (SPANS TO 8'-0') z 6. MATERIAL SUPPLIERS SHALL VERIFY PRESSURE -TREATED MEMBERS W/ CONTRACTOR ALL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE CL 1-1 o TREATED MATERIALS SHALL BE POST HOT -DIPPED GALVANIZED TO A G-185 RATING. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF PRESSURE 0 TREATED MATERIALS USED ON SITE WITH ALL (N) 4 (E) HARDWARE AND FASTENERS. NI 1. THE CONTRACTOR 15 RESPONSIBLE FOR THE STAIR FRAMING DETAILS AND NOTES, METAL CONTROL JOINTS AT DOORWAY OPENINGS IN CONCRETE o FLOORING AND ROOF VENTILATION REQUIREMENTS AND DETAILS. 8. THE CONTRACTOR SHALL DETERMINE/VERIFY THE TOP OF WALL HEIGHTS AND SLAB ON GRADE ELEVATIONS. 9. THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE RESTORATION REPAIRS w/THE AS -BUILT CONDITIONS. WHERE DISCREPANCIES EXIST NOTIFY THE E ENGINEER PRIOR TO PROCEEDING. 0 Z 10. SEE GENERAL STRUCTURAL NOTES ON 51.0 4 51.1 FOR ADDITIONAL INFORMATION. - - - - - - - - - - - EK� -- - - - - - - -- - - - - - LJ r--- — — — --- _1 r — — — ---� ,I II II II II II ,I II II II II II II II II ,I II II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,I II II ,I II II II II II ,I II II I II II I — — — — — —JIj I n F L— -------------------------------------------------- r- - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - r - I I I I - - - - - - _ _ _ _ - - r - - - - - - - - - - - - - - - - - - - - - I II I I I - - - - - - - - - - - - - - - - I I II II � I II ,I I I LJ II II II I' III jl I I I I I I I II II II LJ —_ I t___________ I r-----------� I O/F 10 I —� _ _ ____�i /r jI /� 54.0 I II II I' IL— II J �I -------JII LL-----------JI I I I I IF — F - — 1 I II II I� I II II I II I II II -----------II LJ II Lr-------------- -- -- — I LJ II II II I II II 54.0 ' I -----------------------r— --------J j L------------�I I I I . ' II I II I - - - - - - - - - - - - - - - - - - - - - - SIM - - / / 54.0 F-i m ri ri SIM 54.0 lit- Lp LL LL m m 71 r -I F-1 F-1 7_1 / / 1 /A/ g SIM 54.0 MIN 4'-0' SECTION W/ NO (N) SHTG FOR ATTIC ACCESS TO BALCONY - - - - -� - - - - - --- - - - - - --- - - - - - 01 II-20-20 CITY REVIEW COMMENTS (NNE) 2x BLKG TO HAVE (3) 2'0 HOLES EA RAFTER BAY FOR VENTING NO WORK IN ATTIC a (E) STORAGE AREA (AS NOTED • , ) (E) 2x8 RIDGE SPLINE - NO DAMAGE (E) 2x4 COLLAR TIES 6 (E) 2x(o RAFTERS FOR (E) CEILING ABOVE STORAGE AREAS (CTV) (E) 2x4 VERTS ALIGNED W/ (E) 2x4 COLLAR TIES a 48' O.C. BELOW (E) 2x8 RIDGE SPLINE - INSTALL (N) 2x4 HF1*2 VERT$ BTWN TO MATCH AS RQD WHERE MISSING (AS NOTED ---- ) PER DTL 8/54.0 (E) 2x6 RAFTERS 6 IV O.C. - NO DAMAGE TYP UNO (E) 2x4 EXT WALL/SW - TYP UNO /_ (E) POSTS FOR (E) BALCONY - (N)1/2' NOM PWD/OSB SHTG OVER (E) Ix12 BOARDS (E) 6x14 BM (NO DAMAGE) - W/ 0.1486 P-NAILS a 6' O.C. PNL EDGES 4 12' O.C. TYP (2) PLCs FIELD THRU (E)1x BOARDS TO (E)/(N) FRMG - TYP UNO ROOF FRAMING PLAN SCALE: 1/4' = 1'-0' O Q • • • • • • 7 4- I �� Nov 20 2020 DEVELOPMENT SERVICES DEPARTMENT z 0 0- c� 3 0 0 It V) 0 It 0 0 0 0 Z 2 LL- (N) MAIN ROOF MEMBER (N) BOUNDARY NAILS 0.148x6 P-NAILS ,s 6' O.C. (N) 0.1486 P-NAILS 6 10' O.C. (N) 2x RAFTERS INDICATED BY SHADING (N) BLKG OR CONT FRAMING ELEMENT (N) SHEATHING BELOW OVER FRAMING CONT TO SUPPORTING WALLS/GIRDER TRUSS FOR SHEAR TRANSFER TYP OVERFRAMING 10)] (N)KE) RAFTERS PER PLANS W/ SIMP50N A34s - STAGGERED EA SIDE OF RIDGE TO AVOID NAIL CONGESTION (N)1/2' NOM PWD/OSB SHTG OVER (N) 3/4' NOM - PWD/OSB SHTG W/ 0.148x3 P-NAILS a 6' O.C. PNL EDGES 4 12' O.C. FIELD THRU (N) 3/4' SHTG TO (N) RAFTERS - (N)1/2' NOM PWD/OSB SHTG OVER (E) lxl2 BOARDS O SIM h (N) 2x4 DFI RAFTERS • IV O.C. W/ (N) SIMP50N H2A4s @ 48' O.C. TO (E) CRIPPLE WALL - (E) ,s SIM (N)1/2' NOM PWD/OSB SHTG W/ (N) PNL EDGE NAILING PER SW TABLE (E) 2x4 CRIPPLE WALLKNAwi SWPER PLANS 4 SW TABLE ON 51.1 (E) 2x6 CEILING JOISTS s IV O.C. - NO DAMAGE (E) 2x4 EXT WALL/SW PER PLANS (N)1/2' NOM FWD/OSB SHTG OVER (E) lxl2 BOARDS W/ 0.1486 P-NAILS is 6' O.C. PNL EDGES 4 12' O.C. FIELD THRU (E) Ix BOARDS TO (EMN) RAFTERS 4 (EMN) BLKG lN) 2x6 BLKG lE) 2x6 RAFTERS 16 O.C. - NO DAMAGE (N) 2x4 BLKG FOR ADD'L TOP fE TO (E) 2x4 TOP If! W/ fE-TO-fE NAILING PER SW TABLE (N) 2x4 BLKG FOR BOT If! OF (E) 2x4 CRIPPLE WALL/(N) SW W/ 0.1486 P-NAILS a 6' O.C. TO (N) 2x6 BLKG (N) 2x6 BLKG BTWN (E) STUDS 4 (E) CLG JOISTS W/ (N) SIMPSON A35s CTR TO (E) TOP fEs OF (E) SW BELOW a (NXE) RAFTERS OVER (E) CRIPPLE WALL (N) SIMPSON LTP4s 45' O.C. TO JOIN (N)KE) VERTS TO (E) RIDGE SPLINE 2-(N) 12x3' WOOD SCREWS 6 (E) 2x4 VERTS TO (E)/(N) COLLAR TIES 0 NOT USED NAIL �� IL I A tr r1-� A RAIL I. - NOTE: I. PROVIDE APA APPROVED GLUE. NAIL ALL FWD/OSB TO FRAMING MEMBER PER THE GENERAL NOTES 4 AND FRAMING NOTES. 2. STAGGER SHEATHING NAILS -s PANEL EDGE OFFSETS. 3. REINSTALL PWD/OSB USING 10d NAILS PLACED BETWEEN THE (E) NAIL HOLE USED FOR ORIGINAL CONSTRUCTION. (E) 2x8 RIDGE SPLINE (N)1/2' NOM PWD/OSB SHTG OVER (N) 3/4' NOM (N) 2x4 HF*2 COLLAR TIES EA (N) RAFTER PWD/OSB SHTG W/ 0.1486 P-NAILS s 6' O.C. PNL 9 IV O.C. W/ (N) 2x4 HF*2 COLLAR TIES EA ,-- EDGES 4 12' O.C. FIELD THRU (N) 3/4' SHTG TO (E) RAFTER WHERE MISSING 9 SIM (N) RAFTERS - (N)1/2' NOM PWD/OSB SHTG OVER NOT USED PWD/065 6HEATHING LAYOUT (TYP) (E) lxl2 BOARDS SIM 2 (N) 2x6 DFI RAFTERS PER PLAN - (E) S SIM (N) 2x(o DFI RAFTERS PER PLAN - (E) is SIM 5-(N) 0126' WOOD SCREWS TO (N) RAFTERS W/ 1' MIN EDGE DISC EA END - INSTALL ADD'L SCREWS AS RQD WHERE TOTAL NUMBER OF (E) NAILS LESS THAN (5) 6 SIM 0 • (N) COLLAR TIES (N)/(E) RAFTER5 RIDGE (N)1/2' NOM PWD/OSB SHTG OVER (E) lxl2 BOARDS W/ 0.1486 P-NAILS a 6' O.C. PNL EDGES 4 12' O.C. FIELD THRU (E) Ix BOARDS TO (E)/(N) RAFTERS 4 (ENIN) BLKG (E) 2x6 RAFTERS s IV O.C. - NO DAMAGE (N) 2x6 BLKG W/ (3) 2'0 HOLES FOR VENTING (E) 2x4 TOP fE W/ 0.1486 P-NAILS TO (E)/(N) RAFTERS (E) 2x4 CRIPPLE WALL STUDS 6 16' O.C. (E) 6xl4 (FF) BM - NO DAMAGE (E) 2x4 VERTS 9 45' O.C. W/ (N) SIMPSON LTP4s TO 4 A34s @ BOT TO (E) BM - (N) 2x4 VERTS TO MATCH WHERE MISSING (CTV) (E) 6x14 (FF) BM PER PLANS (E) 2x6 CEILING JOISTS 6 IV O.C. PER PLANS (N)1/2' NOM PWD/OSB SHTG OVER (N) 3/4' NOM PWD/OSB SHTG W/ 0.1486 P-NAILS s 6' O.C. PNL EDGES 4 12' O.C. FIELD THRU (N) 3/4' SHTG TO (N) RAFTERS - (N)1/2' NOM PWD/OSB SHTG OVER (E) lxl2 BOARDS W/ 0.1486 P-NAILS • 6' O.C. PNL EDGES 4 12' O.C. FIELD THRU (E) lx BOARDS TO TO (E)KN) RAFTERS 4 (E)/(N) BLKG 6 SIM (N) 2x4 DFM RAFTERS 6 IV O.C. W/ (N) SIMPSON H2As 6 48' O.C. TO (E) CRIPPLE WALL - (E) RAFTERS is SIM W/ (N) SIMPSON H2As is 48' O.C. TO (E) CRIPPLE WALL (N) SIMPSON A34s W/ SD9 SCREWS 6 48' O.C. • EVERY OTHER (E) CRIPPLE WALL STUDS TO (E) BM (E) 2x6 CEILING JOISTS s IV O.C. - NO DAMAGE (NXE) RAFTERS OVER (E) CRIPPLE WALL r NOT USED NOT USED 1-1/2 NOTE: WHERE PLATE DISCONTINUITIES OCCUR 19 BEAMS OR MECH/ELEC PENETRATIONS USE (1) 5IMP50N 5T6236 UNO. STRAP MAY BE PLACED EITHER ALONG THE SIDES OR TOP FACE OF fEs SIMPSON ST6236 STRAP a BREAK` IN TOP If! - TYP ALL EXT WALLS 4 INT SWs AS NOTED PER THE PLAN; CONTRACTOR'S OPTION TO PLACE STRAP ON TOP OF PLATES 4 HEADER ALTERNATE TOP PLATE SPLICE DETAIL s HEADER IN PLATE SPLICE (TYP) TOP PLATE SPLICE DETAIL5 (TYP) HEADER • • • W' • Nov 20 2020 DEVELOPMENT SERVICES DEPARTMENT