HomeMy WebLinkAboutNEZ AD3.series-Fire Rated Details-AD3.0-1(2) 2" 'C' CHANNELS PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
\A1;1/2" DRYWALL PER SPEC.
ENG. ROOF TRUSSES, TYP.
(2) 1" GYP. BOARD SHAFT LINER PANELS PER ASSEMBLY
ATTACHMENT CLIP PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
ATTIC INSULATION PER ENERGY CALC'S., TYP.FIREBLOCKING PER CODE, TYP.
PROVIDE FIRE-RETARDANT-TREATED PLYWOOD SHEATHING MIN. 48" EACH SIDE CENTERLINE OF FIRE SEPARATION WALL
2x4 STUDS PER STRUC.
2 HOUR RATED ASSEMBLY GA WP 1955 (44'-68')
ROOF SHINGLES PER SPEC,\PMIN. CLASS C ROOF COVERING, TYP.
\A1;{\W0.7;PER PLAN}
2" 'C' CHANNEL PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
1" AIRSPACE (EA. SIDE)\A1;DRYWALL PER ASSEMBLY\A1;DRYWALL PER ASSEMBLY
\A1;1/2" DRYWALL PER SPEC.
\A1;
\A1;{\L\C6;NOTE\l:}\P\pxsm0.85;{\A0;NO PENETRATIONS WITHIN 4 FT. OF CENTER LINE (EACH SIDE) IN FIRE-RETARDANT-TREATED PLYWOOD SHEATHING, TYP. }
\A1;INSULATION PER ENERGY CALC'S., TYP.
2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')
\A1;{\W0.7;FLOOR SYSTEM\P{\W0.7;PER STRUCTURAL}}
ATTACHMENT CLIP PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS, TYP.
FIREBLOCKING PER CODE
\A1;{\W0.7;PER PLAN}
\A1;
\A1;1/2" DRYWALL PER SPEC.
\A1;
ATTACHMENT CLIP PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
BASE TRIM PER SPEC, TYP.CONT. AIR BARRIER SEALANT, TYP.T&G FLOOR SHEATHING, GLUE PER SPEC. & ATTACH PER STRUC., TYP.
INSULATION PER ENERGY CALC'S., TYP.2x RIBBON W/ OPEN WEB TRUSSED (TYP.), REF. STRUC.RIM. BD. PER STRUC. (TYP.)
2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')
2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')
2-HOUR FIRE SEPARATION WALL - SLAB ON GRADE
CONT. CAULK BEAD, TYP.
\A1;{\W0.7;PER STRUC.}
CONCRETE FOOTING PER STRUCTURAL DWGS
\A1;{\W0.7;PER PLAN}{\L\C6;INTERIOR}\A1; {\L\C6;INTERIOR}
CONC. FOUNDATION WALL \P(10" MIN., VERIFY w/ STRUC.)
{\C6;NOTE:\P}FIRE-RESISTANCE-RATED WALL ASSEMBLIES ARE REQUIRED TO EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF FOR UNIT SEPARATIONS.2" 'C' CHANNEL PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
ANCHORAGE PER STRUCTURAL DETAILS, TYP.
TREATED SILL PLATE OVER SILL SEALER. ANCHORAGE PER STRUC., TYP.
2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')
\A1;VARIES
CONT. CAULK BEAD, TYP.
\A1;{\W0.7;PER STRUC.}
\A1;{\W0.7;PER PLAN }{\L\C6;GARAGE}
{\L\C6;GARAGE}
CONCRETE FOOTING PER STRUCTURAL PLANS
ANCHORAGE PER STRUCTURAL DETAILS, TYP.
2" 'C' CHANNEL PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
CONC. FOUNDATION WALL PER STRUC.
{\C6;NOTE:\P}FIRE-RESISTANCE-RATED WALL ASSEMBLIES ARE REQUIRED TO EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF FOR UNIT SEPARATIONS.
\A1;CONCRETE SLAB OVER VAPOR BARRIER (AS REQUIRED), TYP.
2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')
ATTACHMENT CLIP PER ASSEMBLY,\PINSTALL PER MFR. INSTRUCTIONS
\A1;{\W0.7;PER PLAN}
RAKE PER SPEC.
FLASHING PER ROOF DETAILS\A1;EXTERIOR FINISH PER SPEC. OVER \P5/8" DENSGLASS FIREGUARD SHEATHING PER ASSEMBLY\POVER PLYWOOD SHEATHING
\A1;
\A1;
1 HOUR RATED ASSEMBLY UL#U338
PROVIDE FIRE-RETARDANT-TREATED PLYWOOD SHEATHING MIN. 48" EACH SIDE CENTERLINE OF FIRE SEPARATION WALL2" 'C' CHANNEL PER ASSEMBLY,\PINSTALL PER MFR. INSTRUCTIONS
ROOF SHINGLES PER SPEC,\PMIN. CLASS C ROOF COVERING.PROVIDE FIRE-RETARDANT-TREATED PLYWOOD SHEATHING MIN. 48" EACH SIDE CENTERLINE OF FIRE SEPARATION WALL
ENG. ROOF TRUSSES, TYP.ATTIC INSULATION PER ENERGY CALC'S., TYP.
2 HOUR RATED ASSEMBLY GA WP 1955 (44'-68')
\A1;1/2" DRYWALL PER SPEC.
1" AIRSPACE (EA. SIDE)\A1;DRYWALL PER ASSEMBLY\A1;(2) 2" 'C' CHANNELS PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
(2) 1" GYP. BOARD SHAFT LINER PANELS PER ASSEMBLY
2x4 STUDS PER STRUC.\A1;DRYWALL PER ASSEMBLY
\A1;1/2" DRYWALL PER SPEC.
\A1;{\L\C6;NOTE\l:}\P\pxsm0.85;{\A0;NO PENETRATIONS WITHIN 4 FT. OF CENTER LINE (EACH SIDE) IN FIRE-RETARDANT-TREATED PLYWOOD SHEATHING, TYP. }
\A1;6"
2x BLOCKING TO FOLLOW ADJACENT ROOF PLANE, MIN. 6" BELOW ADJACENT ROOF SHEATHING
\A1;FIRE BLOCKING PER CODE, TYP.
ROOF SHINGLES PER SPEC,\PMIN. CLASS C ROOF COVERING.
2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')
\A1;INSULATION PER ENERGY CALC'S., TYP.
\A1;5/8" GYP. BD. PER\PUL #338 AT INTERIOR SIDE OF {\A0;GABLE END TRUSS}
\A1;SHEATHING PER STRUC.\A1;C-TRACK, INSTALL PER MFR. INSTRUCTIONS\A1;EXTERIOR FINISH PER PLAN
\A1;2x4 STUDS PER STRUC.
{\L\C6;EXTERIOR}
{\L\C6;INTERIOR}1" AIRSPACE (EA. SIDE)
(2) 1" GYP. BOARD SHAFT LINER PANELS PER ASSEMBLY\A1;1/2" DRYWALL PER ASSEMBLY
\A1;1/2" DRYWALL PER ASSEMBLY{\L\C6;INTERIOR}
\A1;
\A1;2x WALL PER PLAN
\A1;11"\A1;1"\A1;1"\A1;3 1/2"
\A1;ATTACHMENT CLIP PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS\A1;H-STUDS PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
\A1;3 1/2"\A1;1"\A1;1"LC 2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')
2" 'C' CHANNEL PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
ATTACHMENT CLIP PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS, TYP.
1/2" DRYWALL PER SPEC. AT FINISHED CONDITION
2x4 STUDS PER STRUC.
ANCHORAGE PER STRUCTURAL DETAILS, TYP.
FIREBLOCKING PER CODE
CONCRETE FOOTING PER STRUCTURAL PLANS
FURRED WALL AT FINISHED CONDITION
CONC. FOUNDATION WALL \P(10" MIN., VERIFY w/ STRUC.)
T&G FLOOR SHEATHING, GLUE PER SPEC. & ATTACH PER STRUC., TYP.BASE TRIM PER SPEC, TYP.
\A1;{\W0.7;PER STRUC.}
\A1;{\W0.7;PER PLAN}
\A1;{\W0.7;FLOOR SYSTEM\P{\W0.7;PER STRUCTURAL}}
\A1;9'-1 1/8"
INSULATION PER ENERGY CALC'S., TYP.
CONT. AIR BARRIER SEALANT, TYP.
{\C6;NOTE:\P}FIRE-RESISTANCE-RATED WALL ASSEMBLIES ARE REQUIRED TO EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF FOR UNIT SEPARATIONS.
{\L\C6;INTERIOR}
{\L\C6;INTERIOR}
2x RIBBON W/ OPEN WEB TRUSSED (TYP.), REF. STRUC.RIM. BD. PER STRUC. (TYP.)
2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')
TO TOP CHANNEL OF PANEL 6'-0"INWARD - ANCHOR W/(2) SCREWS
INSTALL EA. SIDE A CONTINUOUS- EXTEND FROM BOTTOM CHANNEL
- ON EXPOSED EXTERIOR SIDESHEATH ENTIRE SURFACE W/7/16" OSB W/ SCREWS @ 12" O.C. @\A1;3'-0"\A1;VARIESALL STUDS & CHANNELS
@ EA. STUD & CHANNEL%%u@ EXPOSED SIDE
20 GA METAL STRAP
REF. PLAN12
MAX. CANT.
{\LNOTE}:\PREFER TO MANUFACTURER SPECIFICATIONS FOR THE LATEST INSTALLATION INSTRUCTIONS
6" WIDE ON BOTH SIDES OF H-STUDS1/2" FIRE-SHIELD C GYPSUM BD.AND TRACKS AT ATTIC, PER ASSEMBLY\A1;1"\A1;1"
W/ 2" MTL. H-STUDS, PER ASSEMBLY(2) 1" SHAFT LINER PANEL
CONT. CAULK BEAD, TYP.
\A1;{\W0.7;PER STRUC.}
\A1;{\W0.7;PER PLAN }{\L\C6;GARAGE}
{\L\C6;INTERIOR}
CONCRETE FOOTING PER STRUCTURAL PLANS
ANCHORAGE PER STRUCTURAL DETAILS, TYP.
2" 'C' CHANNEL PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
CONC. FOUNDATION WALL PER STRUC.
{\C6;NOTE:\P}FIRE-RESISTANCE-RATED WALL ASSEMBLIES ARE REQUIRED TO EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF FOR UNIT SEPARATIONS.
2" RIGID INSULATION HORIZONTALLY & VERTICALLY TO FOOTING, VERIFY w/ ENERGY CALC'S.
1" RIGID INSULATION, VERIFY w/ ENERGY CALC'S.
\A1;CONCRETE SLAB OVER VAPOR BARRIER (AS REQUIRED)
2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')
PROVIDE FIRE-RETARDANT-TREATED PLYWOOD SHEATHING MIN. 48" EACH SIDE CENTERLINE OF FIRE SEPARATION WALL
\A1;DRYWALL PER ASSEMBLY\A1;1/2" DRYWALL PER SPEC.
{\C6;NOTE:\P\C4;FIRE-RESISTANCE-RATED WALL ASSEMBLIES ARE REQUIRED TO EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF FOR UNIT SEPARATIONS.}{\W0.85;⅊}
\A1;
\A1;
2x BLOCKING, TYP.TRUSS BOTTOM CHORD
TRUSS TOP CHORD
{\L\C6;GARAGE\PINTERIOR}
{\L\C6;GARAGE\PINTERIOR}
2 HOUR RATED ASSEMBLY\PUL#U373 (44') / UL#347 (66') / UL#336 (66') /\PWHI GP/WA#120-04 (68')1" AIRSPACE (EA. SIDE)\A1;DRYWALL PER ASSEMBLY\A1;INSULATION PER ENERGY CALC'S., TYP.
2 HOUR RATED ASSEMBLY GA WP 1955 (44'-68')
2" 'C' CHANNEL PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
ATTACHMENT CLIP PER ASSEMBLY, INSTALL PER MFR. INSTRUCTIONS
FIREBLOCKING PER CODE, TYP.
\A1;{\L\C6;NOTE\l:}\P\pxsm0.85;{\A0;NO PENETRATIONS WITHIN 4 FT. OF CENTER LINE (EACH SIDE) IN FIRE-RETARDANT-TREATED PLYWOOD SHEATHING, TYP. }
\A1;4'-0" MIN.\A1;FIRE-RETARDANT-TREATED PLYWOOD SHEATHING\A1;4'-0" MIN.\A1;FIRE-RETARDANT-TREATED PLYWOOD SHEATHING
SCALE 3/4" = 1'-0"2-HOUR FIRE SEPARATION WALL - FLOOR/CEILING - INTERMEDIATE FLOORS
SCALE 3/4" = 1'-0"2-HOUR FIRE SEPARATION WALL - SLAB ON GRADE
SCALE 3/4" = 1'-0"2-HOUR FIRE SEPARATION WALL - ROOF/CEILING - INTERSECTING ROOF
SCALE 3/4" = 1'-0"2-HOUR FIRE SEPARATION WALL - ROOF/CEILING - ROOF OFFSET
1-HOUR FIRE RATED WALL - WALL ABOVE ROOF
SCALE 3/4" = 1'-0"2-HOUR FIRE SEPARATION WALL - INGROUND BASEMENTSCALE 3/4" = 1'-0"2-HOUR FIRE SEPARATION WALL - GARAGE TO GARAGE
PLAN NAME
SHEET
PRODUCTION MANAGERRELEASE DATE:DATE / DESCRIPTION
NPC PLAN NUMBERLAWSON PLAN IDLEGACY PLAN NUMBER / NAME
REV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
CURRENT 05/31/21JL
(c) Copyright Pulte Home Corporation - 2014
STD DETAILS150 Allen Rd, Suite 303Basking Ridge, New Jersey 07920Northeast Zone OfficePLOTTED: Aug. 24, 21 / Jeffrey Moskovciak / AD3.0-1 / C:\\USERS\\JMOSKOVCIAK\\ONEDRIVE - PULTEGROUP\\DESKTOP\\TEMP\\_PUBLISHING\\_TEMP SDP\\2021-05-31 (WIP DO NOT USE)\\NEZ STANDARD DETAIL SHEETS\\BASE FILES (DO NOT MODIFY)\\NEZ AD3.SERIES-FIRE RATED DETAILS.DWGFire Separation Wall Sections & DetailsWithout Foundation / Floor / Ceiling OffsetsAD3.0-12HR FIRE SEPARATION WALL SECTIONS (NO VERTICAL OFFEST)SCALE :3/4" = 1'-0"A
TERMINATION EXTERIOR WALL (NO OFFSET)SCALE :3/4" = 1'-0"B
CANTILEVER @ PARTYWALLSCALE :3/4" = 1'-0"C
2HR SHAFT WALL PLAN @ ATTICSCALE :3/4" = 1'-0"D
SCALE 3/4" = 1'-0"2-HOUR FIRE SEPARATION WALL - GARAGE TO INTERIOR
\A1;CONCRETE SLAB OVER VAPOR BARRIER {\L\O\C7;(PER 2009, 2012, 2015, 2018 IRC R506.2.3)} OVER APPROVED BASE PER STRUC.
\A1;CONCRETE SLAB OVER VAPOR BARRIER {\L\O\C7;(PER 2009, 2012, 2015, 2018 IRC R506.2.3)} OVER APPROVED BASE PER STRUC.
\A1;CONCRETE SLAB OVER VAPOR BARRIER {\L\O\C7;(PER 2009, 2012, 2015, 2018 IRC R506.2.3)} OVER APPROVED BASE PER STRUC.
1 2 3 4
5
6
7
SCALE 3/4" = 1'-0"UNIT SEPARATION WALL AT ROOF GABLE CONDITION OVER GARAGE8
DETAIL AT 2HR SHAFT WALL -
2-HOUR FIRE SEPARATION PLAN -
NOT USED
NOT USED
10/10/22