HomeMy WebLinkAboutWTR2703239.1642'-0"
2X HIP JACK
0 2'-0" O.C.
TRUSSES
O.C. k
TRUSSES A`.
2'
OVE
CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO
FABRICATING IN THE FIELD. CONTRACTOR SHALL
(,jam CONNECT SMOKE EXHAUST DUCT TO RADIATOR DUCT
USING A MINIMUM OF (4) 1/4" SS BOLTS.
2 COMMON NAILS SHALL BE USED FOR ROOF
SHEATHING.
D::
ALL PANEL EDGES SHALL BE BACKED WITH 2—IN
NOMINAL FRAMING OR BLOCKING.
APPROXIMATE LOCATION OF
EXHAUST PENETRATION
2X HIP JACK
0 2'-0" O.C.
' 36'-0")
�4V:
121-1 DOUBLE TRUSS
t �
SIMPSON L70 0 24" TYP
SIMPSON L50 0 12" O.C.
BLOCKING TO TOP PLATE, TYP
EAST AND WEST WALLS
ANCHOR BOLTS 0 24" O.C.,
TYP EAST AND WEST WALLS.
GROUT TOP 2 SPLIT FACE CMU
CELLS AS NECESSARY.
2X HIP RAFTER, TYP OF 4
ANCHOR BOLTS 0 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 0 12"
O.C. BLOCKING TO TOP PLATE,
TYP NORTH AND SOUTH WALLS
K OUTLOOKERS AT 24" O.C.
AX SPACING, TYP
2x LADDER FRAMING 0 2'-0"
O.C. WHERE TRUSS SPACING
EXCEEDS 24"
1%2" THICK CDX OR BETTER APA
RATED PLYWOOD WITH 8d NAILING
AT 4" SPACING OVER MASONRY
WALLS, 6" SPACING AT PANEL
EDGES, 12" SPACING AT
INTERMEDIATE FRAMING MEMBERS
0 LB ROOFING FELT OVER
LYWOOD DECKING
!OOFING SYSTEM AND FLASHING
'ER MANUFACTURERS
'ECOMMENDATIONS
TES:
CONNECTOR PLATE WOOD ROOF
DTHER FRAMING SHALL BE DESIGNED BY
URER IN ACCORDANCE WITH ANSI/TPI
IE SPANS AND CONDITIONS SHOWN ON
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) LAYER OF 5/8 INCH GYPSUM
WALLBOARD: 6.0 PSF
MISCELLANEOUS MECHANICAL: 3.0 PSF.
LIVE LOADS = 16 PSF
SNOW LOADS = 30 PSF
LADDER FRAMING 0 24"
O.C. MAX SPACING
TRUSS BEYOND
LOUVERED RELIEF VENT, ACME MODEL NO. LEV OR
EQUAL. PROVIDE VENT WITH A THROAT SIZE OF
54"60". PROVIDE PREFABRICATED ROOF CURB.
CONTRACTOR SHALL COORDINATE WITH VENT
MANUFACTURER ON STYLE OF ROOFING MATERIAL
PRIOR TO ORDERING ROOF CURB.
2" SST STRAP FOR EXHAUST
SUPPORT. TYP OF 2. CONNECT
TO EXHAUST DUCT WITH (2)
SST SCREWS.
PROPOSED 20 GAUGE SHEET
METAL DUCT. SECURE TO
FLEXIBLE CONNECTOR USING SS
1 /4" SHEET METAL SCREWS.
TOTAL VENT
WEIGHT = 300 LBS
2X OUTLOOKERS AT
OVERHANGS. CONNECT TO
TOP PLATE WITH SIMPSON
H1 HOLD DOWN, TYP.
FLEXIBLE !DUCT CONNECTOR AS
MANUFACTURED BY DURO DYNE.
FLEXIBLE DUCT FABRIC SHALL BE
DUROLON OR EQUAL CONNECTOR SHALL
R RADIATOR BE RETRACTABLE IN ORDER TO PARK
AND JR.EMOVE THE PORTABLE GE�RATOR.
DUCT. ,�
SECTION 1
V= 1'-0"
CONTRACTOR SHALL FIELD FABRICATE A 6" SQUARE 20 GAUGE SHEET METAL
DUCT FOR EG SMOKE EXHAUST. PROVIDE A FLEXIBLE CONNECTOR
MANUFACTURED BY DUROLON OR EQUAL TO CONNECT TO THE GENERATOR
EXHAUST PIPE. SECURE DUCT WORK TO FLEXIBLE CONNECTOR USING SS 1/4-
SHEET METAL SCREWS. CONNECTOR SHALL BE RETRACTABLE IN ORDER TO
PARK AND REMOVE THE PORTABLE GENERATOR. SECURE DUCTWORK TO CEILING
USING 2" SST STRAP, (TYP. OF 2).
ROUTED THROUGH ROOF
11jigillill;l1low
10-
EG EXHAUST DETAIL
NOT TO SCALE
PORTABLE EG RADIATOR
EXHAUST.
CONNECT OUTLOOKERS
TO LADDER FRAMING
WITH SIMPSON A34
ANCHOR, TYP
STATIONARY EG EXHAUST.
■ Jll ■ I'll"IDINNY
17u 1 IV Jli/1LL
REVISED TO CONFORM TO CONSTRUCTION RECORDS JMC MLM
REVISED PER BUILDING PERMIT RPC MLM
NO. REVISION BY REVIEW
H.
alffAA
EXPIRES 8 2 08
SIGNED: 07128106
EXPIRES 5/29/09
SIGNED: 07128106
€iH2 ENGINEERING. IN(
http://www.rh2.com
mailbox®rh2.com
1.800.720.8052
BELLINGHAM OFFICE
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 OFFICE
360.876.7960
600 Kitsop Street, Suite 101
SCALE: SHOWN
0 1"
DRAWING IS NOT TO
IF BAR IS NOT 2"
2"
SCALE
LONG
wpp
%RQS
11 2007
DATE
''LOT'' 32
ENGINEER: JMC
REVIEWED: KLK
DWG NO.
S05
DACE: Nov 9, 2007
GUEN?: REN
Boa No.: 105-079
SHEE- uc.
1 6
71
33
11 /01 /07
08/17/06
DATE
I FILENAME GEN—D—S03.DWG
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