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1-HR FIRE-RATED PARTY <br /> WALL 1%OMTRUCTION G L o <br /> NO ROOF PENETRATIONS WITHIN 48"OF FIRE <br /> NONIFIRE RATED RATED PARTY WALL ROOF SHEATHING SHALL G.L. NO ROOF PENETRATIONS WITHIN 48"OF FIRE <br /> INTERIOR STAIR BE APPROVED FIRE-RETARDANT-TREATED TYP.NON-RATED ROOF- RATED PARTY WALL ROOF SHEATHING SHALL - <br /> CONSTRUCTION WOOD WITHIN 48"OF FIRE-RATED PARTY WALL CEILING ASSEMBLY BE APPROVED FIRE-RETARDANT-TREATED <br /> WOOD WITHIN 48"OF FIRE-RATED PARTY WALL w <br /> 3 <br /> I <br /> cc <br /> STRINGER/LANDING < <br /> FRAMING o CONT.NON-VENTED 1-HR RATED EXTERIOR FACE:CLADDING <br /> L- TYP.NON RATED BLOCKINGAT PER ELEVATIONS <br /> AN VIEW ROOF-CEILING UNDERSIDE OF EAVE WP5$12 OR U.L.#V340 ,~ <br /> ASSEMBLY <br /> 1-HR RATED PARTY WALL p <br /> ASSEMBLY PER GA FILE m FIRE BLOCKING PARALLEL 4 <br /> FIRE PROTECTION LAYER,2": No.WP5512 x WITH SLOPED ROOF LINE '� <br /> PER AWC TR-10: EXTERIOR GVP oai <br /> AT STAIRS 8 LANDINGS tp=[60 . -0.6)123+1 I FIRE TAPINGAND THING DUCTS y ° <br /> /I <br /> THAT BUTT INTO 1-HR 1 5 7] FASTENER HEAD <br /> RATED WALL 4 3 <br /> CONSTRUCTION,HOLD WOOD VERT.WEB 2.5"MIN.STRUCT.BEARING PROTECTION IS NOT <br /> m m v <br /> w 1-HR RATELY PER FILE <br /> D PARTY WALL 3 d a <br /> STRINGERBLANDING =72 MINUTES REQUIRED PER GA-600 > m <br /> FRAMING BACK TO ALLOW EXPLANATORY NOTE p6 ASSEMB GA <br /> GWB TO RUN NOTE TO FLOOR TRUSS SUPP IER, No.WP5512 '�m <br /> CONTINUOUS ALL FLOOR TRUSSES PERPENDICULAR TO AND 2 2 DENS GLASS AT ATTIC <br /> BEARING ON PARTY WALL FRAMING,SHALL BE <br /> PROVIDED WITH END VERTICAL WEBS 1 4 4 GWB,OSB OR 2X FIRESTOPPING $ <br /> COMPRIMISED OF 3 PLIES 2X4 WOOD MINIMUM. _ 010' y _ <br /> _ 2X NOM.NAILER N ^- <br /> 1 NON RATED STAIR/WALL AT PARTY WALL w <br /> N=1'-0" .-_ i 5/4"x4"NOM.WD. I <br /> FLAT CHORD WOOD > <br /> FIRE-BLOCKING <br /> GA FILE NO.WP3605 5/8"'TYPE X'GWB TRUSS I <br /> Reference 23th edition Gypsum Association Fire Resistance Design Manual <br /> PLAN VI_ <br /> FIRE RESISTANCE RATING:1HR LOAD-BEARING <br /> 5/8"1-HR FIRE-CAULK ASSEMBLY DESCRIPTION PER U.L.W-L-0040 GWB,OSB OR 2X FIRESTOPPING <br /> Q 10' <br /> GYPSUM WALLBOARD,WOOD STUDS (HILTI)CR W-L-0031 _ <br /> One layer 6/8"type X plain or predecorated gypsum wallboard,water-resistant gypsum backing (3M)ALL SIDES DE 5/4"x4"NOM.WD. PLAN VIEW board,or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs PROVIDE <br /> OCKING AT NOT MORE 2X NOM.NAILER <br /> 16"o.c.with 6d coated nails,1-7/8"long,0.0915"shankd,1/4"heads,7"o.c.Joints of square edge, FIREBTHAN 10'INTERVALS 5/4"x4"NOM.WD. <br /> bevel edge Bred 16"an op was sides. <br /> may A left exposed. HORIZONTALLY FIRE-BLOCKING <br /> Joints staggered 16"on opposite sides.(LOAD-BEARING) _ TYP.NON RATED ROOF- <br /> CEILING ASSEMBLY <br /> 1-HR RATED PARTY WALL <br /> ASSEMBLY PER GA FILE 1-HR RATED PARTY WALL Z O <br /> NO.WP5512 ASSEMBLY PER GA FILE - Q L <br /> TYP.NON-RATED FLOOR- NO.WP5512 I_ <br /> 3 1-HR FIRE PROCTECTION-PARTY WALL CEILING ASSEMBLY U <br /> 3 -1-0 BLOC"NOG.WD,FIRE- <br /> BLOCKING EL EACH <br /> 1 LAYER OF 5/8"TYPE 7C'GYPSUM SHEATHING PLAN VIEW FLOOR LEVEL m <br /> STRUCTURAL SHEATHING G L W <br /> (1)LAYER 5/8"TYPE GYPSUM SHEATHING <br /> I <br /> 6 CEILINGA SEMBLY TED FLOOR. w Z <br /> 2x6 FRAMING SPACING PER <br /> STRUCTURAL,NOT TO EXCEED 16"O.C. 12" H O <br /> �3" <br /> 1-HR FIRE-RATED PARTY �� _ _ <br /> WALL CONSTRUCTION PROVIDE 5/4'k4"N.M.WD. LL. <br /> NON-FIRE RATED FIREBLOCKING AT NOT a <br /> INTERIOR WALL MORE THAN VY INTERVALS <br /> CONSTRUCTION— <br /> CONT.22GA PREFINISHED I HORIZONTALLY <br /> METAL COPING CAP TYP NON-RATED FLOOR <br /> CEILING ASSEMBLY <br /> HI-TEMP SELF-ADHERING � _ 1-HR RATED PARTY WALL - I <br /> RESILIENT FLASHING,LAP <br /> ASSEMBLY PER GA FILE <br /> OVER W.R.B.BOTH SIDES NO.WP5512 `- <br /> m 1-HR RATED PARTY WALL <br /> LIVING ASSEMBLY PER GA FILE <br /> W <br /> T.O.WALL SLOPES FROM ,,.... �:- � <br /> +8'-0"ABOVE 2ND FLOOR TO NO.WP5512 <br /> +6'-0"ABOVE 2ND FLOOR PLAN VIEW <br /> EXTENDED 518"TYPE'X'GWB J <br /> AT WALLS THAT BUTT C U <br /> �1x WD.NAILER EACH SIDE IN701-HR RATED WALL AT EACH JOIST BAY TO LIVING a O J <br /> FOR COPING CLEATS UNDERSIDE OF FLOOR LIVING = Can <br /> = <br /> CONSTRUCTION,HOLD SHEATHING,FIT TIGHT TYP.NON-RATED FLOOR- <br /> STUDS 8 PLATES BACK TO AGAINST PENETRATING m <br /> ALLOW GWB TORUN / CEILING ASSEMBLY t <br /> CONTINUOUS FLOOR JOISTS.FIRE CAULK 1 kn 0 W <br /> ZX NOM.NAILER EACH PENETRATION JOINT <br /> 5/4NN'NOM.WD. PERIMETER,TYP. 5/4k4"NOM.WD.FIRE- N Ur <br /> FIRE-BLOCKING BLOCKING AT EACH U <br /> MOUNTED ALUM. 5/4N4"NOM.WD.FIRE-BLOCKING AT EACH FLOOR TYP.NON-RATED FLOOR- FLOOR LEVEL Z <br /> GUARDRCOATE, LEVEL CEILINGASSEMBLY O > <br /> i POWDERCOATED LU <br /> o FINISH U <br /> I � <br /> TENSION DECK 4 NON-RATED WALL PERP.TO PARTY WALL G - ADDITIONAL Zx4 CEILING ASSEMBLY o <br /> J TYP.NON-RATED FLOOR- :_' U <br /> OVER-FRAMING PARTY WALL VERTICAL AT w U a <br /> TENSION TIE AT TOP 3"=1'-0° 3/4"=V-0" TRUSS END <br /> BOLTED CONNECTION U <br /> FOR FACE MOUNTED TRUSS BLOCKING coW ALUM.RAILING POSTS PER STRUCT. kTPi <br /> SECOND FLOOR <br /> 9-13/4" ADDITIONAL 2X4 VERT.WEB AT - <br /> OWJEND <br /> 5/4"NOM.COMPOSITE I EXTENDED 5/8"TYPE'X'GWB AT <br /> z / m GARAGE/ EACH JOIST BAY TO UNDERSIDE OF <br /> DECKING <br /> o - TRUSS BLOCKNG PER STRUCT. FLOOR SHEATHING,FIT TIGHT <br /> y PROVIDE SADDLE CLADDING PER 1-HR FIRE-RATED PARTY ENTRY AGAINST PENETRATING FLOOR <br /> JOISTS.FIRE CAULK EACH <br /> FLASHING LATOP-0E- = PENETRATION JOINT PERIMETER, <br /> E BEAM TO CLADDING ELEVATION KEYNOTES - WALL CONSTRUCTION`m CONNECTION 'J' TYP NON-RATED FINISH LAYER <br /> GARAGE/ GARAGE/ENTRY <br /> DECK BEAM&JOISTS ,V GYPSUM WALL BOARD, <br /> PER STRUCTURAL j', SHIM AS NECESSARY PLAN VIEW I ENTRY <br /> i 1-HR RATED PARTY WALL ti <br /> o CLADDING PER ELEVATIONS SECURE NAILING FLANG� FIRE 1-HR RATED PARTY WALL ASSEMBLY PER GA FILE m <br /> CAULK STEP HEIGHTS PER NO.WP5512 O N r OVER WEATHER BARRIER PER MANUFACTURER'S ASSEMBLY PER GA FILE PLANS 8 LEVATIONS <br /> RECOMMENDATIONS PERIMETER, Np,Wp�r12 PROVIDE ADDITIONAL I-1/2"XPS = . <br /> o WEATHER BARRIER, TYR INSULATION AT VOID 8-1t2"XPS <br /> 1-HR RATED WALL ASSEMBLY PER UPPER COURSE LAP INSULATION AT WALL CAVITY UP TO ADJ. <br /> FLOORLINE WHEN ADJACENT TO a <br /> GA FILE NO.WP3605 SEE ABOVE FIBERGLASS TUB OR ANCHOR BOLTS CONDITIONED SPACE TO ACHIEVE R21 MIN. <br /> I ( ) OVER FLASHING P.T.PLATE W/ -- - Q <br /> P.T.PLATE WITH ANCHOR BOLTS I SHOWER ENCLOSURE <br /> a PER STRUCTURAL I PER STRUCTURAL <br /> LAP W.R.B.OVER BASE _ P.T.PLATE W/ <br /> / FLASHING CONT.24 GA MIN. ANCHOR BOLTS JOB NO.. <br /> _ _ PREFINISHED o _ FIRST FLOOR _ _ _ <br /> _y <br /> PER STRUCTURAL <br /> FLASHING—-—-—- THROUGH <br /> - _ :_ v - <br /> __ <br /> 0'-0" _ GYPSUM WALLBOARD 22205 <br /> FLASHING,1/2" <br /> m \ SEALANT - REQUIRED BY RATED WALL - __- 1 _- - <br /> BETW RN ASSEMBLY TO RUN i -PLOT DATE <br /> BETWEEN - _- '1" 1/2 <br /> c FOOTING B STEMWALL FLASHING 8 UNINTERRUPTED BEHIND ALL - 1/17/20243:17:53 PM <br /> PER STRUCT ADJACENT FIBERGLASS TUB 8 C.I.P.4"CONC.SLAB <br /> E PER STRUCTURAL CLADDING // l - SHOWER ENCLOSURES C.I.P 4 CONC.SLAB DATE: 06/08/2023 <br /> FIBER CEMENT SOFFITS J U I / W/2"XPS INSULATION <br /> - 12"GAP MIN. 6, ��< /UPTURNED AT PERIMETER W/2 XPS INSULATION <br /> ANDUPTURNEDCCONTINUOUS <br /> UNDER <br /> PERIMETER <br /> a r // %�� SAND CONTINUOUS UNDER PER STRUCT. AND CONTINUOUS UNDER SCALE: As indicated <br /> SLAB CONDITIONED <br /> u <br /> T� ( w SLAB(CONDITIONED F DRAWN: MIS <br /> 'LOCATIONS ONLY)OVER a �' <br /> COMPACTED FILLNAPOR .w OVER <br /> PER ' -" BARRIER PER STRUCTURAL ' COMPACTED FILWAPOR CHCKD: 7M <br /> F-. LOCATIONS ONLY)O <br /> 8 GEOTECH � BARRIER PER STRUCTURAL GENERALSHEETS <br /> STRUCT. RECOMMENDATIONS '' PER 8 GEOTECH� I '_SHEET NO.: <br /> RECOMMENDATIONS <br /> DECK PARTY WALL/PRIVACY WALL G CLADDINGCANTELIVER SOFFIT&TRIM STRUCT. <br /> SHOWER RATED PARTY WALL <br /> O T 4"P;RO WALL NO STEP n T 4"P V-0 WALL STEPPED A2 O <br />