HomeMy WebLinkAboutWTR2703239.21601
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CONCRETE APRON, TYP
201.00' i
NOM. TOP '
OF SLAB
\� 199.83'
IL/TOP OF FTC.
SPREAD FOOTING
05
S07
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12 12
4I /7 4
#5 0 12" O.C. EW
2" CLR i
4d
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NATIVE OR STRUCTURAL FILL
COMPACTED TO 97% STANDARD
PROCTOR IN MAX 12" LIFTS
8" (TYP)
SECTION
J
OtNERATOR TIRE GUIDE,
TYP OF-
REMOVED
MIN. 6" DEPTH OF CRUSHED
SURFACING COMPACTED TO 97%
STANDARD PROCTOR UNDER ALL
FOOTINGS AND FLOOR SLABS
EXTERIOR SPLIT FACE CMU
WALL
q0108
2" THICK EXTRUDED
POLYSTYRENE INSULATION, TYP
MIN 24" BELOW SURFACE
• ; � ; : ; ; � � i�iLlihl�ili1:3:3
CONNECT OUTLOOKERS TO
LADDER FRAMING WITH SIMPSON
A34 ANCHOR, TYP.
2X OUTLOOKERS AT OVERHANG.
CONNECT TO TOP PLATE WITH
SIMPSON H1 HOLD DOWN, TYP.
SPLIT FACE CMU WALL
EG EXHAUST DETAIL
NOT TO SCALE
R RADIATOR
)UCT.
LOUVERED RELIEF VENT. ACME MODEL NO. LEV OR EQUAL
PROVIDE VENT WITH A THROAT SIZE OF 54"x60". PROVIDE
PREFABRICATED ROOF CURB. CONTRACTOR SHALL COORDINATE
WITH VENT MANUFACTURER ON STYLE OF ROOFING MATERIAL
PRIOR TO ORDERING ROOF CURB:
LADDER FRAMING AT
24" O.C. MAX SPACING
SECTION B
° = 1'-0"
ROUTED THROUGH
ROOF PER RFI 44
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 EMAUST 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).
W-323g21
TRUSS BEYOND
2" SST STRAP FOR EXHAUST
SUPPORT. TYP OF 2. CONNECT
TO EXHAUST DUCT WITH (2)
SST SCREWS.
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
l� 11/ 01/ 2007
t
RI-12 ENGINEERING INC. DATE
EXPIRES 3 19 2008
SIGNED: 07128106
EXPIRES 5/29/09
SIGNED: 07128106
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-RH2 ENCINEERiNG. INC.
http: //www.rh2.com
mailbox0rh2.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 Kitsap Street, Suite 101
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IF BAR IS NOT 2" LONG
24
Dwc No.
Spa
LNGiNEER: lwC
REWEWED: KLK
DATE: NOV 5 2007
SHEET Na.
�.- , _ 21
JMC MLM 11 /01 /07 ccn,��rr-ti REN
RPC MLM 08/18/06 Joe No.: 105-079 33
BY REVIEW DATE FILENAME: GEN—D—SO4
., REVISED TO CONFORM TO CONSTRUCTION RECORDS
REVISED PER BUILDING PERMIT
NO. REVISION
A16-3Z317,1