WATER HEATER ORFURNACE FLUE, TYP.
STAGGER GYP. BOARD.CORNERS, TYP.
2 LAYERS 5/8" TYP 'X' GYPBOARD. TYP. (BOTH SIDES)
2X FRAMING PER PLAN. TYP.
CORRIDOR
5/8" TYPE "X" GYP. BD. (TAPED,SANDED & PAINTED). FIRE TAPE ALLGYP. BD. WALL JOINTS.
WOOD SHEATHING PANEL. SEESTRUCTURAL SHEARWALL SCHEDULE.
2 x 6 WOOD STUDS. SEESTRUCTURAL FOR SPACING.
ACOUSTIC BATT INSULATIONBLANKETS. COORDINATE DEPTH WITHWALL THICKNESS.
RESILIENT CHANNEL @ 16" O.C.
RESILIENT CHANNELS 16" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2 X 6 WOODSTUDS 24" O.C. WITH 1 1/4" TYPE S DRYWALL SCREW. ONE LAYER 5/8" TYPE "X"GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TOCHANNELS WITH 1" TYPE S SCREWS 8" O.C. WITH VERTICAL JOINTS LOCATED MIDWAYBETWEEN STUDS. 3" MINERAL OR GLASS FIBER INSULATION IN STUD SPACE.
OPPOSITE SIDE: ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASEAPPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6d CEMENT COATED NAILS,1 7/8" LONG, 0.0915 SHANK, 15/64" HEADS, 7" O.C.
VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES. (LOAD-BEARING)
UNIT
(2) LAYERS 5/8" TYPE "X" GYP. BD. (TAPED,
SANDED & PAINTED) EA. SIDE. FIRE TAPEALL GYP. BD. WALL JOINTS. EXTERIORGYP. BD. TO BE USED AT ALL EXTERIORFACES OF BUILDING.
2 x 6 WOOD STUDS. SEE STRUCTURALFOR SPACING.
5-1/2" SOUND BATT AT INTERIORDEMISING WALLS.
SHEATHING PER STRUCTURAL
ASSEMBLY : GA WP 4136FIRE TEST : SWRI 01-5920-614, 12-5-94SOUND TEST : NGC 2363 4-1-70STC : 40-44RATING : 2HR
BASE LAYER 58" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PARALLEL OR AT
RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS 16" O.C. WITH 114" TYPE W DRYWALLSCREWS 12" O.C.
FACE LAYER 58" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PARALLEL OR AT
RIGHT ANGLES TO EACH SIDE WITH 178" TYPE W DRYWALL SCREWS 12" O.C. AND OFFSET 6"
FROM SCREWS IN BASE LAYER.
JOINTS STAGGERED 16" EACH LAYER AND SIDE. (LOAD BEARING)ASSEMBLY : GA WP 3242FIRE TEST : UL R14196, 05NK05371, 2-15-05
UL DESIGN U309RATING : 1HRSOUND TEST: NRCC TL-93-098
IRC-IR-761, 3/98
APPROVED UL LISTED 2 HOUR RATEDSHAFT WALL ASSEMBLY TO CLOSESHAFT AFTER FLUE INSTALLATION WITHC-T OR C-H STUDS PER ASSEMBLY. SEEDETAIL 10/F1.08
INTERIOR
POSSIBLE WOOD SHEATHING PANEL. (SHEATHING MAYOCCUR ON BOTHSIDES) SEE STRUCTURAL SHEARWALLSCHEDULE.
2 x WOOD STUDS (DOUBLE WALL SPACED @ 1" APART).SEE STRUCTURAL FOR SPACING.
R-11 BATTS EACH WALL.
5/8" TYPE "X" GYP. BD. (TAPED, SANDED & PAINTED)EA. SIDE. FIRE TAPE ALL GYP. BD. WALL JOINTS.
10 1/2"
1"
INTERIOR
ASSEMBLY : GA WP 5508FIRE TEST : UL R14196, 3-13-06 UL 341SOUND TEST : RAL TL11-160, 7-11-11STC : 55-59RATING : 1HR
FLOOR JOISTS PERSTRUCTURALDRAWINGS
1" GYP CRETE OVERACOUSTI-MAT 2
FLOOR SHEATHING PERSTRUCTURALDRAWINGS
CONTINUOUS 6" ACOUSTIC BATTINGSECURED TO UNDERSIDE OF SUBFLOOR
BASE LAYER: 12" PROPRIETARY TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASEAPPLIED AT RIGHT ANGLES TO RESILIENT FURRING CHANNELS 24" O.C. (16" O.C. WHENINSULATION IS USED) WITH 1 " TYPE S DRYWALL SCREWS 16" O.C. GYPSUM BOARD ENDJOINTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED WITHSCREWS 8" TO ADDITIONAL PIECES OF CHANNEL 60" LONG LOCATED 3" BACK ON EITHERSIDE OF END JOINT. RESILIENT CHANNELS APPLIED AT RIGHT ANGLES TO MINIMUM 10" DEEP
WOOD I-JOISTS SPACED A MAXIMUM OF 19" O.C. WITH 1 14" TYPE S DRYWALL SCREWS.
FACE LAYER: 12" PROPRIETARY TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASEAPPLIED AT RIGHT ANGELS TO RESILIENT FURRING CHANNELS WITH 1 5
8" TYPE S DRYWALLSCREWS 8" O.C. AND 1 12" TYPE G SCREWS 8" O.C. AT THE BUTT JOINTS LOCATED MID-SPANBETWEEN THE RESILIENT CHANNELS. GLASS FIBER INSULATION SECURED TO SUBFLOOR ORLOOSE FILL INSULATION APPLIED DIRECTLY OVER GYPSUM BOARD. WOOD I JOISTS
SUPPORTING 1932" WOOD STRUCTURAL PANEL SUBFLOOR APPLIED AT RIGHT ANGLES TO
JOISTS WITH CONSTRUCTION ADHESIVE AND 6d RING SHANK NAILS 12" O.C. MINIMUM 12"PROPRIETARY GYPSUM FLOOR TOPPING APPLIED OVER SUBFLOOR.
STC RATED WITH I JOISTS SPACED 24" O.C., 3 12" GLASS FIBER INSULATION IN JOIST SPACES,3
4" PROPRIETARY GYPSUM FLOOR TOPPING POURED OVER 14" PROPRIETARY SOUNDREDUCTION MAT, AND WITH FINISH FLOORING OF SHEET VINYL, ENGINEERED WOODLAMINATE, AND CERAMIC TILE. (STC 63 WHEN SHEET VINYL OR ENGINEERED WOODLAMINATE IS APPLIED TO FLOOR; STC 66 WHEN TESTED WITH CERAMIC TILE APPLIED TOFLOOR.)
ASSEMBLY: GA FC 5011FIRE TEST: UL R1319, 05NK04589,
2-4-05; UL R1319, 05NK09496, 3-31-05; UL DESIGN L570
SOUND TEST: RAL OT03-05, 4-22-03; RAL OT03-07, 4-29-03; RAL OT03-09, 6-18-03
IIC & TEST: (58 SHEET VINYL), RAL OT03-06, 4-22-03 (62 ENGINEERED WOOD LAMINATE) RAL OT03-08, 4-29-03; (54 CERAMIC TILE) RAL OT03-10, 6-18-03
RATING : 1HR
PROPRIETARY GYPSUM COMPONENTS
UNITED STATES GYPSUM COMPANY - 12" SHEETROCK BRAND FIRECODE C CORE GYPSUM PANELS - LEVELROCK BRAND FLOOR UNDERLAYMENT
(2) LAYERS OF 1/2" TYPE "X" GYP.BOARD (TAPED, SANDED &PAINTED) EACH SIDE. FIRETAPE ALL GYP. BOARD WALLJOINTS.
1/2" RESILIENT CHANNELS@ 16" O.C.
INTERIOREXTERIOR
5/8" TYPE "X" GYP. BD. (TAPED,SANDED & PAINTED). FIRE TAPE ALLGYP. BD. WALL JOINTS.
WOOD SHEATHING PANEL. SEESTRUCTURAL SHEARWALL SCHEDULE.FIRE RATED CDX @ BREEZEWAYS.
2 x 6 WOOD STUDS. SEESTRUCTURAL FOR SPACING.
CONTINUOUS BATT INSULATIONBLANKETS (R-23)
EXTERIOR FINISH INSTALLED AS PERMANUFACTURERS SPECIFICATIONS.SEE EXTERIOR ELEVATIONS.
APPROVED EXTERIOR BUILDING WRAP.
VAPOR BARRIER ON INTERIOR SIDE.
CALCULATED FIRE RATING:WOOD STUDS AT 16" O.C.- 20MIN. IBC 722.6.2(2)
58" TYPE X GYP. BOARD- 40MIN. IBC 722.2.1.4(2)
TOTAL- 60MIN.
WALLS AS OCCURS
SHALL BE CONSTRUCTED OF 5/8"FIREBLOCK TYPE X GYPSUM BOARD.
GENERAL NOTES:· ALL FIRE FATED WALLS SHOULD BE LABELED AND IDENTIFIED AS
REQUIRED BY IBC 703.7 (ONLY IN ACCESSIBLE LOCATIONS AS DESCRIBEDIN IBC 703.7)
· FIRE BARRIERS, AS REQUIRED BY IBC 707.3, SHALL EXTEND FROM THE TOPOF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THEUNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB, OR DECK ABOVEAND SHALL BE SECURELY ATTACHED PER IBC 707.5
· FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES.
· FIRE PARTITIONS, AS REQUIRED BY IBC 708.1, SHALL EXTEND FROM THETOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THEUNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB, OR DECK ABOVEOR TO THE FIRE-RESISTANCE RATED FLOOR/CEILING OR ROOF/CEILINGASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHED.
· FLOOR AND ROOF ASSEMBLIES SHALL BE CONTINUOUS WITHOUTVERTICAL OPENINGS, EXCEPT AS PERMITTED BY 711 AND 712, PER IBC 711.2
ONE LAYER 5/8" PROPRIETARY TYPE X GYPSUM BOARD WALLBOARD APPLIEDPARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF DOUBLE ROW OF 2 X 4WOOD STUDS 24" O.C. ON SEPARATE PLATES WITH 1 1/4" DRYWALL SCREWS 8"O.C. NO MINIMUM AIRSPACE BETWEEN ROWS OF STUDS.JOINTS STAGGERED 16" ON OPPOSITE SIDES.SOUND TESTED WITH 1" AIR SPACE BETWEEN ROWS OF STUDS AND 3 1/2"GLASS FIBER INSULATION IN STUD CAVITY ON BOTH SIDES (LOAD-BEARING)
2 HR INTERIOR WALL.SEE DETAIL 1/F1.05
1/2" or 5/8" thick, 4'-0" wide, applied in two layers. Base layer attached horizontally to studs and side "J" runners with 1" long Type S self-tapping steel screws starting at 2" from the floor and ceiling runners and spaced a maximum 24" O.C along the vertical edges and in the field of the boards.
Face layer applied vertically to studs and side "J" runners and attached with 1-5/8" long Type S self-tappingsteel screws, starting at 3" from the floor and ceiling runners and spaced a maximum 12" O.C along the verticaledges and in the field of the boards. Face layer joints covered with paper tape and two coats of joint compound.Exposed screw heads covered with two coats of joint compound.
AMERICAN GYPSUM CO — 1/2" OR 5/8" TYPE
AG-C, 5/8" TYPE AGX-1 OR M-GLASS
ASSEMBLY : UL V455FIRE TEST : ANSI/UL 263RATING : 2HR
GYPSUM BOARD - GYPSUM LINER PANELS, NOM 1 IN. THICK, 24"WIDE. PANELS CUT MAX 1" LESS IN LENGTH THAN FLOOR TOCEILING HEIGHT. VERTICAL EDGES INSERTED IN "H" -SHAPED
SECTION OF "C-H" STUDS. FREE EDGE OF END PANELS ATTACHEDTO LONG LEG OF "J" -RUNNERS WITH 1-5/8" LONG TYPE S BUGLE
HEAD STEEL SCREWS SPACED NOT GREATER THAN 12" O.C.
(2) LAYERS 1/2" OR 5/8"GYPSUM BOARD
STEEL STUDS - "C-H" -SHAPED STUDS, MIN 2-1/2"DEEP, 1-1/2" WIDE, FABRICATED FROM MIN 25 MSG
GALV STEEL. CUT TO LENGTHS 5/8" LESS THAN FLOOR-TO-CEILING HEIGHT AND SPACED 24"
24" O.C.
FLOOR, CEILING AND SIDE RUNNERS - FREEEDGE OF END PANELS ATTACHED TO LONG
LEG OF "J" -RUNNERS WITH 1-5/8" LONGTYPE S BUGLE HEAD STEEL SCREWSSPACED NOT GREATER THAN 12" O.C.
© 2016 UL LLC
PLUMBING VENTS AND WASHERBOXES ARE NOT PERMITTED TO
PENETRATE SHAFT WALLS
SCALE:
1
F1.08
STAIRWELL/ELEVATOR INTERIOR WALL - 2HR1 1/2" = 1'-0" SCALE:
2
F1.08
EXT. WALL - 1HR1 1/2" = 1'-0" SCALE:
3
F1.08
CORRIDOR WALL - 1HR (STC 50-54) 1 1/2" = 1'-0" SCALE:
4
F1.08
FIRE RATED MECHANICAL SHAFT DETAIL 1 1/2" = 1'-0" SCALE:
5
F1.08
UNIT DEMISING WALL - 1HR1 1/2" = 1'-0"
SCALE:
7
F1.08
FLOOR/CEILING ASSEMBLY - 1HR (STC 60-64)1 1/2" = 1'-0"
SCALE:
13
F1.08
CORRIDOR SOFFIT DETAIL @ 2 HR1 1/2" = 1'-0"SCALE:
10
F1.08
SHAFT WALL ASEMBLY - 2HR1 1/2" = 1'-0" SCALE:
14
F1.08
2 HR WALL @ ROOF1 1/2" = 1'-0"
SCALE:
15
F1.08
TRASH CHUTE SHAFT1/2" = 1'-0" SCALE:
16
F1.08
2 HR WALL @ FLOOR1 1/2" = 1'-0" SCALE:
18
F1.08
NOT USED1 1/2" = 1'-0"
NOTE: GYPSUM WALLBOARD
NOM 5/8 IN. THICK, 4 FT. WIDE, TWO LAYERS APPLIEDVERTICALLY. BASE LAYER NAILED TO WOOD STUDS ANDBEARING PLATES 6 IN. OC. WITH 6D CEMENT COATEDNAILS, 1-7/8 IN. LONG, 0.0915 IN. SHANK DIAM. AND 1/4 IN.DIAM. HEAD. THE FACE LAYER, WITH JOINTS STAGGEREDFROM BASE LAYER, NAILED TO THE STUDS AND BEARINGPLATES OVER THE BASE LAYER, 8 IN. OC WITH 8DCEMENT COATED NAILS, 2-3/8 IN. LONG, 0.113 IN. SHANKDIAM. 9/32 IN. DIAM. HEAD OR INNER LAYER ATTACHED TOSTUDS WITH 1-1/4 IN. LONG TYPE S STEEL SCREWSSPACED 12 IN. OC. OUTER LAYER ATTACHED TO STUDSOVER INNER LAYER WITH 2 IN. LONG TYPE S STEELSCREWS SPACED 12 IN. OC OFFSET 6 IN. FROM BASELAYER. JOINTS COVERED WITH TAPE AND JOINTCOMPOUND. NAIL HEADS COVERED WITH JOINTCOMPOUND.
1
BUILDING REVIEW COMMENTSITEM #A6-A9-20-16
SCALE:
11
F1.08
FLOOR/NON-BEARING WALL INTERSECTION1 1/2" = 1'-0"
FLOOR JOISTS PERSTRUCTURAL
RESILIENT CHANNEL
(2) LAYERS 1/2" TYPE "X"DRYWALL CEILING TYP.SEE DETAILS 6-7/F1.08
CONTINUOUS 6"ACOUSTIC BATTING
5/8" TYPE "X" GYP. BD. (TAPED,
SANDED & PAINTED). FIRE TAPEALL GYP. BD. WALL JOINTS.
1
BUILDING REVIEW COMMENTSITEM #A6-C9-20-16
PENETRATIONS THROUGH DOUBLE TOPPLATE PROTECTED PER LISTED ANDAPPROVED THROUGH-PENETRATION FIREASSEMBLY. SEE FIRE PENETRATIONDETAILS F1.09
DOUBLE TOP PLATE
FIRE BLOCKING IS REQUIRED TO BE PROVIDEDHORIZONTALLY EVERY 10' ALONG THE LENGTH OFTHE WALL AND VERTICALLY AT THE FLOOR LEVEL
1
BUILDING REVIEW COMMENTSITEM #A6-D9-20-16
SCALE:
12
F1.08
FIRE BARRIER INTERIOR WALL - 1HR.1 1/2" = 1'-0"
FLOOR JOISTS PERSTRUCTURAL
RESILIENT CHANNEL
(2) LAYERS 1/2" TYPE "X"DRYWALL CEILING TYP.SEE DETAILS 1-2/D1.03
CONTINUOUS 6"ACOUSTIC BATTING
5/8" TYPE "X" GYP. BD. (TAPED,
SANDED & PAINTED). FIRE TAPEALL GYP. BD. WALL JOINTS.
1
BUILDING REVIEW COMMENTSITEMS #A6-B-I, #A6-B-II9-20-16
FIRE BARRIER TO CONTINUE TOUNDERSIDE OF FLOOR SHEATHINGABOVE
DOUBLE TOP PLATE
FLOOR & ROOF ASSEMBLIESSHALL BE CONTINUOUS WITHOUTVERTICAL OPENINGS, EXCEPT AS
PERMITTED BY 711 & 712, PER IBC 711.2
1
BUILDING REVIEW COMMENTSITEM #A6-B-III9-20-16
1
BUILDING REVIEW COMMENTS ITEMS #A20-B, #A25-B 9-22-16 1
BUILDING REVIEW COMMENTSITEM #A6-B
9-23-16
SCALE:
17
F1.08
2 HR WALL @ FOUNDATION1 1/2" = 1'-0"
SCALE:
8
F1.08
FLOOR /CEILING ASSEMBLY - 2HR1 1/2" = 1'-0"
BASE LAYER: 5/8" TYPE X GYPSUM WALL BOARD APPLIED AT RIGHT ANGLES TO 9 1/2" DEEPWOOD I-JOISTS 24" O.C. WITH 1 1/4" TYPE W DRYWALL SCREWS 12" O.C.
SECOND LAYER: 5/8" TYPE X GYPSUM WALL BOARD APPLIED AT RIGHT ANGLES TO I-JOISTSWITH 2'" TYPE W DRYWALL SCREWS 12" O.C. SECOND LAYER JOINTS OFFSET 24" FROM BASELAYER JOINTS.
THIRD LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO I-JOISTSWITH 2 1/2" TYPE W DRYWALL SCREWS 12" O.C. THIRD LAYER JOINTS OFFSET 12" FROMSECOND LAYER JOINTS.
HAT-SHAPED 7/8" RIGID FURRING CHANNELS 24" O.C. APPLIED AT RIGHT ANGLES TO I-JOISTSOVER THIRD LAYER WITH TWO 2 1/2" LONG TYPE W DRYWALL SCREWS AT EACH I-JOIST.
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIES AT RIGHT ANGLES TO FURRINGCHANNELS WITH 1 1/8" TYPE S DRYWALL SCREWS 12" O.C.
WOOD I-JOISTS SUPPORTING 3/4" T & G EDGE PLYWOOD FLOOR APPLIED AT RIGHT ANGLESTO I-JOISTS WITH 8D NAILS 6" O.C. AT JOINTS AND 12" AT INTERMEDIATE I-JOISTS.
CEILING PROVIDES TWO-HOUR FIRE-RESISTANCE PROTECTION FOR WOOD FRAMING.
ASSEMBLY: GA FC 57501FIRE TEST: UL R4024, 00NK26545, 4-27-01 UL
DESIGN L556, ULC DESIGN M514SOUND TEST: N/ARATING : 2HR
FLOOR JOISTS PERSTRUCTURAL DRAWINGS
FLOOR SHEATHING PERSTRUCTURAL DRAWINGS
(3) LAYERS OF 5/8" TYPE "X" GYP.BOARD (TAPED, SANDED &PAINTED) EACH SIDE. FIRE TAPEALL GYP. BOARD WALL JOINTS.
7/8" HAT-SHAPED RIGID FURRING CHANNELS 24" O.C. APPLIED ATRIGHT ANGLES TO I-JOISTS
(1) LAYER OF 5/8" TYPE "X" GYP.
BOARD (TAPED, SANDED &PAINTED) EACH SIDE. FIRE TAPEALL GYP. BOARD WALL JOINTS.
1
BUILDING REVIEW COMMENTSITEMS #A19-E, #A24-C9-23-16
SCHEDULED WOODSHEATHING PANEL. SEESTRUCTURAL DRAWINGS.
STRUCTURAL ROOF JOISTS.SEE STRUCTURAL DRAWINGS.
R-20 MIN. SPRAY FOAM INSULATION APPLIED TOUNDERSIDE OF ROOFSHEATHING. SPRAY FOAM TO BEA CLASS II VAPOR RETARDER.REMAINING CAVITY FILLED WITHBLOWN IN INSULATION (R-49 MIN.TOTAL ASSEMBLY)
1/2" RESILIENT CHANNELS@ 16" O.C.
PROVIDE 1-1/2" (MIN.) WIDE HOTAIR WELD @ ALL LAP JOINTS(TYP.)
(2) LAYERS OF 1/2" TYPE "X" GYP.BOARD (TAPED, SANDED &PAINTED) EACH SIDE. FIRE TAPEALL GYP. BOARD WALL JOINTS.
SCHEDULED 2X SLEEPERS. SEESTRUCTURAL DRAWINGS.
RA
TED
AS
SEM
BLY
ASSEMBLY: GA FC 5111FIRE TEST: NRCC A-4440.1 6-24-97SOUND TEST: NRCC B-3150.2 6-30-00RATING: 1HR
BASE LAYER: 12" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO RESILIENTCHANNELS 16" O.C. WITH 1 14" TYPE S DRYWALL SCREWS 12" O.C. RESILIENT CHANNELSAPPLIED AT RIGHT ANGLES TO MINIMUM 9 12" DEEP WOOD I-JOISTS, WITH MINIMUM 1 14" DEEP X1 12" WIDE FLANGES AND MINIMUM 3
8" WEBS, 24" O.C. WITH 1 14" TYPE W DRYWALL SCREWS.
FACE LAYER: 12" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGELS TO CHANNELSWITH 1 5
8" TYPE S DRYWALL SCREWS 12" O.C. FACE LAYER END JOINTS LOCATED MIDWAY BETWEEN CHANNELS AND ATTACHED TO BASE LAYER WITH 1 12" TYPE G SCREWS 12" O.C. EDGE JOINTS OFFSET 24" FROM BASE LAYER EDGE JOINTS. WOOD I-JOISTS SUPPORTING 5
8" ORIENTED STRAND BOARD APPLIED A RIGHT ANGELS TO I-JOISTS WITH 8D COMMON NAILS 12" O.C.
CLASS B SINGLE PLY ENERGY STARCERTIFIED ROOF MEMBRANE. PROVIDESUBSTRATE AS REQUIRED PER ROOFING MANUFACTURER FOR FULL WARRANTY,MIN. SLOPE 1/4" PER FOOT.
6 MIL BREATHABLE SMARTMEMBRANE VAPOR BARRIER(CLASS II)
FLOOR & ROOF ASSEMBLIESSHALL BE CONTINUOUS WITHOUTVERTICAL OPENINGS, EXCEPT AS
PERMITTED BY 711 & 712, PER IBC 711.2
1
BUILDING REVIEW COMMENTSITEM #A6-B-III9-20-16
SCALE:
6
F1.08
ROOF CEILING ASSEMBLY - 1HR1 1/2" = 1'-0"
1
BUILDING REVIEW COMMENTSITEM #A79-28-16
1
BUILDING REVIEW COMMENTS #2ITEM #A6-C10-5-16
MECHANICAL AND PLUMBING CONDUIT. FIRE CAULK ALL
PENETRATIONS.
(2) LAYERS 5/8" TYPE "X" GYP.
BD. (TAPED, SANDED & PAINTED).FIRE TAPE ALL GYP. BD. WALLJOINTS.
1" GYPCRETE OVERACOUSTI-MAT 2
DOUBLE SILL PLATE
2x FLOOR JOIST, SEESTRUCTURAL
1
BUILDING REVIEW CMNTS RD 2ITEMS #A3/C, A3/E10/7/16
(2) LAYERS CONTINUOUS 5/8" TYPE "X"
GYP. BD. (TAPED, SANDED & PAINTED)TERMINATING AT UNDERSIDE OF
ROOF SHEATHING. FIRE TAPE ALLGYP. BD. WALL JOINTS.
FIRE RATED SHEATHING MIN. 48"EITHER SIDE OF RATED WALL
48" MIN. 48" MIN.
5/8" TYPE "X" GYP. BD. (TAPED,
SANDED & PAINTED). FIRE TAPEALL GYP. BD. WALL JOINTS.
DOUBLE TOP PLATE
SCHEDULED WOODSHEATHING PANEL,SEE STRUCTURAL
DRAWINGS
R-20 MIN. SPRAY FOAMINSULATION APPLIED TOUNDERSIDE OF ROOF SHEATHING.SPRAY FOAM TO BE A CLASS IIVAPOR RETARDER. REMAININGCAVITY FILLED WITH BLOWN ININSULATION (R-49 MIN. TOTALASSEMBLY)
(2) LAYERS CONTINUOUS 5/8" TYPE "X"GYP. BD. (TAPED, SANDED & PAINTED)TERMINATING AT UNDERSIDE OFFLOOR SHEATHING. FIRE TAPE ALL GYP. BD. WALL JOINTS.
5/8" TYPE "X" GYP. BD. (TAPED,SANDED & PAINTED). FIRE TAPE
ALL GYP. BD. WALL JOINTS.
FLOOR JOISTS PERSTRUCTURAL
CONTINUOUS 6"ACOUSTIC BATTING
(2) LAYERS 1/2" TYPE "X"DRYWALL CEILING TYP.SEE DETAILS 6-7/F1.08
1" GYPCRETE OVERACOUSTI-MAT 2
2X12 BLOCKING
RESILIENT CHANNEL
(2) LAYERS CONTINUOUS 5/8" TYPE "X"GYP. BD. (TAPED, SANDED & PAINTED)TERMINATING AT UNDERSIDE OFFLOOR SHEATHING. FIRE TAPE ALLGYP. BD. WALL JOINTS.
CONC. SLAB SEE STRUCTURALDRAWINGS
1
BUILDING REVIEW CMNTS RD 2ITEMS #A3/C, A3/E10/7/16
1
BUILDING REVIEW CMNTS RD 2 ITEMS #A3/C, A3/E 10/7/16 1
BUILDING REVIEW CMNTS RD 2ITEMS #A3/C, A3/E10/7/16
1
BUILDING REVIEW CMNTS RD 2ITEMS #A3/C, A3/E10/7/16
CALCULATED FIRE RATING:WOOD STUDS AT 16" O.C.- 20MIN. IBC 722.6.2(2)
58" TYPE X GYP. BOARD- 40MIN. IBC 722.2.1.4(2)
TOTAL- 60MIN.
SCALE:
9
F1.08
TYPICAL 1HR WRAPPED STRUCTURAL COLUMN 3" = 1'-0"
(1) LAYER GYP. BOARD SEEDETAIL 2/F1.08 FOR TYPE.
H.S.S. STEEL COLUMN. SEESTRUCTURAL FOR SIZE ANDTYPE.
(1) LAYER GYP. BOARD PLACEDBETWEEN COLUMN AND
FRAMING TO ENCASE COLUMN.SEE DETAIL 2/F1.08 FOR TYPE.
2X STUD FRAMING
STRUCTURAL WOOD COLUMN.SEE STRUCTURAL DRAWINGSFOR SIZE AND TYPE.
2X STUD FRAMING
(1) LAYER GYP. BOARD SEEDETAIL 2/F1.08 FOR TYPE.
STEEL COLUMN
WOOD COLUMN
& BEARINGWALL
2X6 WALL PER PLANS. PROVIDEHORIZONTAL BLOCKING TOATTACH C/H CLIPS PERMANUFACTURER SPECS.
(1) LAYER 1"X24" TYPE "X"GYP. PANEL AROUNDINSIDE OF SHAFT PER GAWP 7051
(2) LAYERS 1/2" TYPE "X" GYP.BOARD AROUND SHAFT PER GAWP 7051
ASSEMBLY: GA WP 7051FIRE TEST: UL R7094, 93NK8151, 9-14-93; ULR3660, 07NK22992, 2-18-08; UL DESIGN U428RATING: 2HR
ONE LAYER 1"X24" PROPRIETARY TYPE X GYPSUMPANELS INSERTED BETWEEN 2-1/2" FLOOR AND CEILINGJ RUNNERS WITH T SECTION OF 2-1/2" STEEL C-H ORC-T STUDS BETWEEN PANELS.
OPPOSITE SIDE: BASE LAYER 12" PROPRIETARY TYPE X
GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TOSTUDS WITH 1" TYPE S DRYWALL SCREWS 24" O.C.
FACE LAYER 12" PROPRIETARY TYPE X GYPSUM
WALLBOARD APPLIED PARALLEL TO STUDS WITH 1-5/8"TYPE S DRYWALL SCREWS 12" O.C.
PROPRIETARY GYPSUM COMPONENTS
CERTAINTEED GYPSUM INC. - 12" CERTAINTEED TYPE C GYPSUM BOARD 1" GLASROC SHAFTLINER PANELS
CONTINENTAL BUILDING PRODUCTS - 12" FIRECHECK TYPE C
- 1" MOLD DEFENSE SHAFTLINER
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Sheet Number
Sheet Title
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
Architecture Belgique, Inc.
Phone: 801.561 .1333
residentialcommercial
Contact: Guillaume BelgiqueEmail: [email protected]
THES
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RC
HI T
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C.
NO
RTH
TEM
PLE
& O
RA
NG
E
Contact: Dany Tremblay
PHONE: (801) 486-6848
Canyons Structural Consulting
Contact: Jason BarkerPHONE: (801) 352-0075
Focus Engineering & Surveying
PVEContact: Justin Gibbs
PHONE: (801) 359-3158
Contact: Severin McjunkinPVE
PHONE: (801) 359-3158
EMAIL: [email protected]
INTERIOR DESIGNER
Contact: Rachel SowiejaVida-Design
PHONE: (503) 208-2530
LANDSCAPE ARCHITECT
Contact: Scott BlakeSTB Design
PHONE: (801) 554-6146
07/27/2015
Date
REVISIONS
July 27, 2016DATE
30
NO
RTH
ORA
NG
E S
TREET
Salt La
ke C
ity, U
tah
#
1
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5
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7
8
9
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11
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9/28/16 CITY REVIEW COMMENTS
FIRE DETAILS
F1.08
11/0
1/16
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