HomeMy WebLinkAboutWTR2703239.202X HIP JACK
® 2'-0" O.C.
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TRUSSES ® 2'-0" O.C. MAX
46'--8" EXCEPT AT EXHAUST
STEP TRUSSES
I AS NECESSARY
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2X LADDER FRAMI G AT 24"
O.C. WHERE TRUSS, SPACING
EX EEDS 24"
2'-0" ROOF
OVERHANG, TYP
3X BLOCKING REQUIRED AT
WALLS WHERE NAIL SPACING IS
f 2.5" Q.C.
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( COR-A-VENT RIDGE VENTS
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INSTALLED IN PLACE OF VENTS
SHOWN
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4V. 1 2H
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EG SMOKE EXHAUST DUCT
4V:12H
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SUPPORT. SEE EG EXHAUST
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DETAIL ON DWG NO. S03.
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ROOF VENTS EQUAL TO OWENS
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r CORNING VTS4 ' 144 IN TOP
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HALF OF ROOF TYP OF 4
UBLE TRUSS EACH
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SIDE OF EXHAUST
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APPROXIMATE LOCATION OF
4V:
EXHAUST PENETRATION%
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SIMPSON L70 @ 24" TYP
SIMPSON 170 @ 12" O.C.
BLOCKING TO TOP PLATE, TYP
EAST AND WEST WALLS
2X HIP JACK
2'-0" O.C.
(26'-8")
L1
Y" ANCHOR BOLTS @ 16" O.C.,
TYP EAST AND WEST WALLS.
GROUT TOP 2 SPLIT FACE CMU
CELLS AS NECESSARY.
2X HIP RAF'''. ER, i Yr OF 4
NAILING AT 2.5" SPACING
OVER MASONRY WALLS,
4" SPACING AT PANEL
EDGES, 12" SPACING AT
EDI INTERMATE FRAMING
MEMBERS FOR MINIMUM
10 FT, TYPICAL
" ANCHOR BOLTS @ 32" O.C., TYP
NORTH AND SOUTH WALLS. GROUT
TOP 2 SPLIT FACE CMU CELLS AS
NECESSARY.
SIMPSON L70 EACH END
TRUSS, TYP
SIMPSON A34 ANCHORS @ 12"
O.C. BLOCKING TO TOP PLATE,
TYP NORTH AND SOUTH WALLS
A
S03
NAILING AT 6" O.C.
AT WALLS, 6" O.C.
PANEL EDGES, 12" O.C.
FIELD. TYP INTERIOR
PANELS
" CDX OR BETTER APA RATED
PLYWOOD WITH 8d NAILING AS
SHOWN.
30 LB ROOFING FELT OVER
PLYWOOD DECKING
ROOFING SYSTEM AND FLASHING
PER MANUFACTURER'S
RECOMMENDATIONS
NOT TO SCALE
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TRUSS NOTES:
PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES AND OTHER
FRAMING SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE
WITH ANSI/TPI 1-1995 FOR THE SPANS AND CONDITIONS SHOWN ON THE
DRAWINGS.
LOADING SHALL BE AS FOLLOWS:
ROOF DEAD LOAD:
TOTAL DEAD LOAD = 12 PSF, INCLUDES:
ROOFING: 1.5 PSF
SHEATHING: 2.0 PSF
TRUSSES: 2.0 PSF ASSUMED
INSULATION: 0.5 PSF
(2) LAYERS OF 5/8 INCH GYPSUM WALLBOARD: 6.0 PSF
MISCELLANEOUS MECHANICAL: 3.0 PSF.
LIVE LOADS = 16 PSF
SNOW LOADS = 30 PSF
E:�COMMON NAILS SHALL BE USED FOR ROOF
SHEATHING.
ALL PANEL EDGES SHALL BE BACKED WITH 2-IN
L NOMINAL FRAMING OR BLOCKING.
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REVISED TO CONFORM
TO CONSTRUCTION RECORDS
11 01 Z2007
RH2 ENGINEERING INC. DATE
REVISED TO CONFORM TO CONSTRUCTION RECORDS JMC MLM
REVISED PER ADDENDUM NO. 2 RPC MLM
REVISED PER BUILDING PERMIT RPC MLM
ISO. REVISION BY REVIEW
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EXPIRES 8 2 08
SIGNED: 07128106
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EXPIRES 5 29 09
SIGNED: 07/28/06
www ,-.• .COM
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1.800, 720, 8052
BEI..LINGHAM OFFICF
360.676.0836
454 West Horton Road
BOTHELL OFFICE
425.951.5400
12100 NE 195th Street, Suite 100
EAST WENATCHEE OFFIC
509.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFIC
360.876.7960
600 Kits
ap Street, Suite 101
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DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLO, 32 DWG NO.
ENGINLERiJMC ' S02
REVIEWED, KLK
11 /Ol /07 D a NOV 5, 20Q7 11r No.
09/06/06 - REN 2 0
08/17/06 JOB No.: 105-079 733
DATE EaFNaMe GEN-D-SO3
A6,.W73231120