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1HR RATED FLOOR/CEILINGS: 1HR RATED PARTY WALLS: 1HR RATED EXTERIOR WALLS:
<br /> (ONLY OCCURS AT UNDERSIDE OF PROJECTIONS(CANTILEVERED GA FILE NO,WP5512 (ONLY OCCURS AT EXTERIOR WALLS THAT ARE PARALLEL TO,AND
<br /> FLOORS&ENTRY ROOFS)WITHIN 3'OF THE PARTY WALL Reference23rtl edition G WITHIN 3 FEET OF,FIRE SEPARATION LINES/LOT LINES)
<br /> CENTERLINE. MINIMUM 1-HOUR FIRE RESISTANCE RATED Gypsum Association Fire Resistance Design Manual
<br /> CONSTRUCTION SHALL BE MAINTAINED FOR A MINIMUM DISTANCE FIRE RESISTANCE RATING:1 HR LOAD-BEARING <�
<br /> OF 4'AS MEASURED FROM PROPERTY LINE,WHEN PROJECTION SOUND TRANSMISSION RATING(STC):46 ti test:Riverbank Acoustical Labs TL75-83 GA FILE NO,WP8130
<br /> EXTENDS BEYOND THE END OF THE NEAREST PARTY WALL AT THE ASSEMBLY DESCRIPTION: Reference 23rtl edition Gypsum Association Fire Resistance Design Manual m
<br /> FLOOR BELOW) GYPSUM WALLBOARD,WOOD STUDS FIRE RESISTANCE RATING:1HR LOAD-BEARING z
<br /> '
<br /> One layer 518'type X gypsum wallboard or gypsum veneer base applied parallel or at gSSEMBLV DESCRIPTION:
<br /> night angles to each side of double row,of 2 X 4 wood studs 16"aa an separate plates 1' I--
<br /> apart with type W screws 7"OC.Two layers 3-112"unfaced glass fiber insulation friction GYPSUM WALLBOARD,GLASS MAT GYPSUM SUBSTRATE, 3
<br /> FLOORS AT EXTERIOR: fit in stud cavity. WOOD STUDS
<br /> Joints staggered 16"each layer and side.Horizontal bracing required at mid-height EXTERIOR SIDE:One la ro
<br /> (LOAD-BEARING) yer 5/8"p pr ieta
<br /> ry type X glass mat gypsum substrate(sheathing)
<br /> GA FILE NO.FC5512 applied parallel or at right angles to 2 x 4 wootl studs 16"ac.with galvanized roofing a
<br /> nails,1 3/4"long,0.128"shank,7/16"head,7"as Exterior surface covered with weather =0 3
<br /> Reference 23rd edition Gypsum Association Fire Resistance Design Manual exposed cladding or finish system.
<br /> INTERIOR: INTERIOR SIDE:One layer 5/8"proprietary type X glass mat gypsum substrate,glass mat x
<br /> FIRE RESISTANCE RATING:1 HR water-resistant gypsum backing board,gypsum wallboard,water-resistant gypsum _
<br /> backing board,or gypsum veneer base applied parallel or at right angles to studs with
<br /> 6d mated nails,1 718"long,0.0915"shank,1/4"heads,7"as
<br /> ASSEMBLY DESCRIPTION, (1)LAYER 5/8"TYPE'X'GWB EACH SIDE Joints staggered on opposite sides.(LOAD-BEARING)
<br /> GYPSUM BOARD,WOOD TRUSSES 2x4 FRAMING ON SEPARATE PLATES,SPACING PER PROPRIETARY GYPSUM PANEL PRODUCTS
<br /> Fire Design: STRUCTURAL,NOT TO EXCEED 11"O.C.,1"MIN,AIR
<br /> Base layer 1/2" gyp pp perpendicular American Gypsum Company LLC-5/8"FlreBlac®Type X
<br /> y type X gypsum wallboard or sum veneer base applied a endicular GAP SEPARATION. CertainTeed Gypsum Ina-5/8"ProRoc®Type X Gypsum Panels,5/8"Glasti Sheathing Type X u —
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<br /> to woad trusses 24"o.a with 1-1/4'Type S screws 24"o.c.Face layer 1/2"type X STRUCTURAL SHEATHING(PERMITTED TO BE ADDED Georgia-Pacific Gypsum LLC-5/8"DensGlass Gold®Fireguard®,5/8"DensArmor Plus®Fireguard® ^ ;.
<br /> gypsum wallboard or gypsum veneer base applied perpendicular to wood trusses 24" TO THE ASSEMBLY PER GA.FIRE RESISTANCE DESIGN Lafarge North America Ina-5/8"Firecheck®Type X
<br /> o.c.with 1-7/8"Type S screws 12"o.c.and 1-1/2"Type G screws 12"o.a placed 3"back - : MANUAL GENERAL EXPLANATORY NOTES#22) Temple-Inland-5/8"Type X
<br /> from either side of end joints.Joints offset 24"from base layer joints. National Gypsum Company-5/8"FIRESHIELD®Gypsum Sheathing,5/8"FIRE-SHIELD®Gypsum Board
<br /> Chord and web members fabricated from 2x4 lumber with 20 ga.steel connector plates 31/2"R-15 FIBERGLASS BATT INSULATION(PERMITTED TO BE Temple-Inland-6/8"GreenGlass Type X,5/8"Type X
<br /> having a minimum tooth length of 5/16".Plate design values based upon a safety factor :I ADDED TO THE ASSEMBLY PER G.A.FIRE RESISTANCE
<br /> of 4.Trusses have a minimum depth of 12". DESIGN MANUAL GENERAL EXPLANATORY NOTES#10) _
<br /> 19/32"T&G plywood with exterior glue applied at right angles to top of trusses with 6d FIBER CEMENT CLADDING PER ELEVATIONS OVER
<br /> common nails 6"o.c.Plywood end joints staggered 48". NOTES: " V' PLUMBING M H O IIP nl ir`T &VENTS ARE NOT WEATHER BARRIER
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<br /> PERMITTED WITHIN THIS
<br /> HI WAI A M8 Y
<br /> SHEATHING PER STRUCT., ELEC.OUTLET BOXES SHALL BE PROTECTED WITH 5/8"TYPE'X'GYPSUM SHEATHING Rwhm gmmua
<br /> MIN.19/32"PLYWOOD 'I"I PUTTY PADS STRUCTURAL SHEATHING(PERMITTED TO BE ADDED
<br /> TO THE ASSEMBLY PER GA.FIRE RESISTANCE DESIGN
<br /> RS8 FIBERGLASS BATT INSULATION,HELD MANUAL GENERAL EXPLANATORY NOTES#22)
<br /> TIGHT TO UNDERSIDE OF FLOOR SHEATHING
<br /> 51/2"FIBERGLASS BATT INSULATION(PERMITTED TO BE
<br /> ADDED TO THE ASSEMBLY PER GAFIRE RESISTANCE
<br /> EXTERIOR(1 SIDE): DESIGN MANUAL GENERAL E)PLANATORY NOTES#10)
<br /> 2x4 FABRICATED FLOOR TRUSSES AT 24"O.C. 2x6 FRAMING SPACING PER STRUCTURAL,NOT TO EXCEED
<br /> 16"O.C.
<br /> (2)LAYERS 5/8"TYPE'X'GLASS-MAT FACED FIBER CEMENT CLADDING PER ELEVATIONS OVER 5/8"TVPE'X'GWB
<br /> GYPSUM SHEATHING WEATHER BARRIER
<br /> FIBER CEMENT CLADDING PER PLANS (1)LAYER 5/8"TYPE'X'GLASS-MAT FACED GYPSUM SHEATHING Z O
<br /> OVER WEATHER BARRIER 31/2"FIBERGLASS BATT INSULATION(PERMITTED TO BE ALTERNATE AT CONTRACTOR'S OPTION: Q
<br /> ADDED TO THE ASSEMBLY PER GA.FIRE RESISTANCE r
<br /> DESIGN MANUAL GENERAL EXPLANATORY NOTES#10) UL DESIGN NO.V337
<br /> (2 LAYERS R-15 BATT INSULATION=R30 MIN.)
<br /> STRUCTURAL SHEATHING(PERMITTED TO BE ADDED Bearing Wall Rating-1 Hr,fire rating from either facelexposure
<br /> TO THE ASSEMBLY PER GA.FIRE RESISTANCE DESIGN
<br /> MANUAL GENERAL EXPLANATORY NOTES#22) 1.Wood Studs-Nam 2 by 6 n.min.,spaced 16 in.OC max.with double 2 by 6 top and single 2 LLI
<br /> UNIT ENTRY ROOFS: 2x4 FRAMING ON SEPARATE PLATES,SPACING PER by 6 in,bottom plates.Studs effectively firestopped.
<br /> SAME AS ABOVE, STRUCTURAL,NOT TO EXCEED 16"O.C.,1"MIN.AIR 2 G J
<br /> GAP SEPARATION. Gypsum Board'-Any 5/8 in.thick,4 ft wide,Gypsum Board UL Classified for Fire Resistance w 7
<br /> (1)LAYER 5/8"TVPE'X'GWB (CKNX)eligible for use in Design Nos.U305 and L501 or G512.Two layers,required for 2 Hr. L/Y� Z
<br /> rating,applied vertically.Base layer nailed to wood studs and bearing plates 6 in.OC.with 6d cup- L.L
<br /> head drywall nails,1-7/8 in.long.The face layer,with joints staggered from base layer,nailed to-� the studs and bearing plates over the base layer,8 in.OC.with 8d cup-head drywall nails,2-3/8 LL, U
<br /> g in.long.Type W screws of the same length,head diameter,as the nails and at the spacing
<br /> described for nails may be used instead of nails.Vertical joints centered over studs and staggered
<br /> min.1 stud cavity from the vertical joints of the building units(Item#5).For 1 Hr.rating,one layer
<br /> applied as specified for base layer.
<br /> CERTAINTEED GYPSUM INC—Type X-1
<br /> ATTIC ABOVE CEILING:
<br /> 3.Joints and Nall Heads-Wallboard joints covered with tape and joint compound.Nail heads
<br /> EXTERIOR GYP SHEATHING PRODUCTS-FIRE TAPING AND covered with joint compound.
<br /> FASTENER HEAD PROTECTION IS NOT REQUIRED PER GA-600 4.Batts and Blankets-Faced or unfaced mineral fiber insulation,5-1/2 in.thick,nominal 2.73 W
<br /> EXPLANATORY NOTE#6 pcf,friction fit in the well cavity between stud,plates.
<br /> 5.Building Units--Min.7/16 in,thick nailed to the wootl framing with 1-7/8 in.long,6d nails, C U
<br /> AT STEPPED ROOFS" spaced 6 in.OC.onthe perimeter and 12 in.OC.in the field.Vertical joints centered on studs. Q O J
<br /> " Horizontal joints backed with nom.2 by 4 mod blocking.When steel framing is substituted for
<br /> WALL ASSEMBLY SHALL BE AS DETAILED FOR EXTERIOR(1 SIDE) wood framing,1-1/4 in.long Type S steel screws are used in lieu of nails.Horizontal joints backed D c
<br /> PARTY WALL ABOVE,OR AT CONTRACTOR'S OPTION: by steel framing. h :6
<br /> UL DESIGN NO.V340 LOUISIANA-PACIFIC CORP—Type Blazeguard 2-Side
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<br /> Bearing Wall Rating-7 Hr,fire rating from either Tacelaxp LOUISIANA-PACIFIC CORP—Type LP FlameBlock 2-Side g a
<br /> oaure � �7 p
<br /> Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing O
<br /> 1.Wood Studs-Nam 2 by 4 in.min.,spaced 16 in.OC max.with double 2 by 4 top and single 2 by 4 in, the UL or cUL Certification(such as Canada),respectively. W U bottom plates.Studs effectively firestopped.
<br /> p W
<br /> 2.Gypsum Board`-Any 5/8 in.thick UL Classified Gypsum Board that is eligible for use in Design Nos. Q d
<br /> L501,G512 or U305.1 Hr rating-Nam.518 in.thick,4 R.wide,applied vertically,and nailed to studs and U
<br /> bearing plates 7 in.OC.with 6d cement mated nails,1-7/8 in.long,0.0915 in.shank diem.and 1/4 in.diem. FIBER CEMENT CLADDING PER ELEVATIONS OVER W
<br /> head.Vertical joints centered over studs and staggered min.1 stud cavity from the vertical joints of the
<br /> building units(Item#5).2 Hr rating-two layers required,base layer nailed 6 in.OC.with 6d cement mated WEATHER BARRIER
<br /> nails,1-7/8 in.long,0.0915 in.shank diam.and 1/4 in.diam.head.The face layer nailed to the studs and co
<br /> bearing plates over the base layer,8 in.OC with Bd cement coated nails,2-318 in.long,0.113 in.shank diam. LP BLAZEGUARD 2-SIDE OR FLAMEBLOCK 2-SIDE
<br /> 9/32 in.diam,head. SHEATHING,FASTENER TYPE/SPACING PER STRUCT.
<br /> 3.Joints and Nall Heads-Wallboard joints covered with tape and joint compound.Nail heads covered with 51/2"MINERAL WOOL BATT INSULATION,R-21 MIN.
<br /> Z joint compound.
<br /> (MINERAL WOOL REQUIRED FOR FIRE RATING)
<br /> 4.Batts and Blankets-Faced or unfaced mineral fiber insulation,3-112 in.thick,minimum 2.87 pcf,friction 2x6 FRAMING SPACING PER STRUCTURAL,NOT TO EXCEED
<br /> a fit in the wall cavity between stud,plates. 16"O.C.
<br /> 5.Building Units'-Building units placed with the laminate face against or laminate face away from,and 5/8"TYPE'X'GWB
<br /> nailed to,the wood framing,with 1-7/8 in.long,6d nails,spaced 6 in.OC.on the perimeter and 12 in.OC.in
<br /> the field.Vertical joints centered on studs.Horizontal joints backed w
<br /> E ith nom.2 by 4 wood blocking.
<br /> `a LOUISIANA-PACIFIC CORP—Type Blazeguard 1-Side .d
<br /> � m
<br /> LOUISIANA-PACIFIC CORP—Type LP FlameBlock 1-Side O N
<br /> E `Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or m
<br /> a cUL Certification(such as Canada),respectively. _
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<br /> SOLID 2x WOOD BLOCKING,NO VENTING PERMITTED z O
<br /> FIBER CEMENT CLADDING PER ELEVATIONS OVER ?'JOB NO.:
<br /> N WEATHER BARRIER 22205
<br /> (1)LAYER 5/8"TYPE'X'GLASS-MAT FACED GYPSUM -
<br /> SHEATHING OR 5/8"TYPE'X'GWB,FIRETAPED o PLOT DATE
<br /> 31/2"2.87 PCF MIN.UNFACED MINERAL FIBER 12WO23 42223 PM
<br /> m l INSULATION NOTES: _
<br /> (REQUIRED FOR 1-HR FIRE RATING W/EXPOSURE 1.Metallic outlet boxes shall be permitted to be installed in wood and steel stud walls or L'DATE: 06/08/2023
<br /> FROM BOTH SIDES,NOT FOR THERMAL INSULATION) partitions having gypsum board facings and classified as two hours or less.The surface area of a,SCALE: 1 1/2"=1'-0"
<br /> LP BLAZEGUARD 1- individual boxes shall not exceed 16 square inches.The aggregate surface area of the boxes
<br /> SIDE OR FLAMEBLOCK 1-SIDE shall not exceed 100 square inches in any 100 square feet.Bones located on opposite sides of DRAWN: MB
<br /> SHEATHING,FASTENER TYPE/SPACING PER STRUCT. walls or partitions shall be in separate stud cavities and shall be separated by a minimum
<br /> horizontal distance of 24 inches.Approved nonmetallic outlet boxes shall be permitted as °CHCKD: TM
<br /> I 2x4 FRAMING allowed by local code. GENERAL SHEETS
<br /> 2.All penetrations in a fire rated system shall be filled with frestoppin9 material as required by SHEET NO.:
<br /> the local code.
<br /> A21
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