HomeMy WebLinkAboutWTR2703239.17�wa
PORTABLE GENERATOR
24 COURSES
= 16'-0"
CABLE TROUGH
309
CONCRETE APRON, SOS
TYP
60
TOP QF FTG.
SPREAD FOOTING
0
SQ7
rill 12
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NATIVE OR STRUCTURAL FILL
COMPACTED TO 97% STANDARD
PROCTOR IN MAX 12" LIFTS
12
41
24"x24" ATTIC ACCESS
W/ 2 HR FIRE RATING
PLATFORM GRATING
PLATFORM —
BEAMS _-
PLATFORM
SUPPORTS -
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CENTERED IN SLAB
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12
4
STATIONARY GENERATOR
%" PJF TYP STATIONARY ENGINE GENERATOR
ALL AROUND r PAD 31 a
S08
O° Oo o :.t ' 4
2'-6"
170.00'
EXTERIOR SPLIT FACE CMU
WALL
401
E S08
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O O O O O O O O O O G
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MIN. 6" DEPTH OF CRUSHED
SURFACING COMPACTED TO 97%
STANDARD PROCTOR UNDER ALL
SECTION A FOOTINGS AND FLOOR SLABS
2" THICK EXTRUDED
POLYSTYRENE INSULATION, TYP
MIN 24" BELOW SURFACE
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
{{ 1� ' '/ 7,�� 11 01 2007
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RH2 ENGINEERING INC. DATE
THE GENERATOR ACCESS PLATFORM SHALL BE CONTRACTOR -DESIGNED AND i
INSTALLED AS SHOWN AND MEET THE DESIGN CRITERIA HEREIN AND AS
GIVEN IN THE SPECIFICATIONS.
1. SYSTEM SHALL BE DESIGNED FOR 100 PSF LIVE LOAD AND LATERAL LOAD
OF 0.65 x Wp. WHERE Wp IS THE TOTAL WEIGHT OF THE PLATFORM AND
ALL COMPONENTS.
2. SYSTEM SHALL BE DESIGNED TO MEET REQUIREMENTS OF 2003 IBC AND
OSHA.
3. SYSTEM SHALL BE FREESTANDING AND MAY NOT BE ATTACHED TO
STATIONARY ENGINE GENERATOR
4. SYSTEM SHALL BE REMOVABLE AND MAY NOT BE FIELD WELDED
5. SUPPORTS SHALL BE BOLTED TO FLOOR USING SST FEMALE THREADED
CONCRETE INSERTS EQUAL TO HILT! KOK BOLT 3 INSTALLED AFTER
CONCRETE CURING PERIOD.
6. SUPPORT COMPONENTS SHALL BE CONSTRUCTED OF STEEL, HOT -DIP
GALVANIZED AFTER FABRICATION
NOTE:
I GRATING NOT SHOWN
THIS VIEW FOR CLARITY
GRATING TO BE IKG BORDEN TYPE
WB OR APPROVED EQUIVALENT
WITH MAIN BEARING BARS 1X�6'
AND SPACED 1)16" O.C.
154.00'
NOM. TOP
OF SLAB
PLATFORM BEAM
BEARING PLATE
GENERATOR
LENGTH
TYP
PLATFORM
Y'
PLANTYP
STAIR TREADS TO BE IKG BORDEN TYPE
WB-4, OR APPROVED EQUIVALENT, WITH
BEARING BAR SIZE 1016", LENGTH 2'-1"
AND DEPTH 12" WITH CHECKERED PLATE
NOSING.
1/2" TYP
\ STAIR SUPPORT, TYP OF 4
o °
PLATFORM STAIRS
PI ATF(1RM f1R1 I(]IIF
REVISED TO CONFORM TO CONSTRUCTION RECORDS
REVISED PER BUILDING PERMIT
NO. REVISION
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EXPIRES 8 2 08
SIGNED: 07128106
RAC
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EXPIRES 5 29/09
SIGNED." 07128106
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\� H2 ENGINEERING, IN=
httP://www.rh2.com
moilbox0rh2.com
1.800.720,8052
BELLINGHAM OFFICE
360.676.0836
454 West Horton Road
-TELL OFFICE
425.951.5400
12100 NE 195th Street, Suite 100
"AST WENATCHEE OFFIC
--09.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFICE
360.876.7960
600 K'}sap Street, Suite 101
SCALE: SHOWN
0 1„ 2,.
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
a, uT 24 Dwc NO.
ENGINEER; JWC S06
REVIEWED: KLK
DATE: NOV 5, 2007 stiraT N0.
JMIC MLM 11 /01 /07 CuENT: REN - 17
RPC MLM 08/18/06 JOB No.: 105-079 V33
BY REVIEW DATE FILENAME: GEN-D-SO4
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