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6 "x12" CURB I y
BELOW WALL–, its
#6 ® 12" "(4 eC
FF EL 322.50
e D
v p
D eD D
10 MIL VAPOR
BARRIER D -0 D e
2" SAND ABOVE r 1`
AND
VAPOR BELOW
6" CRUSHED �j�
ROCK \� � /\,
2' -0" STRUCTURAL ��
BACKFILL / / /', j \//
COMPACTED TO 95% / /
ASTM D7557 �. \�. \�� \�� \�. \�. \�.\
NATIVE MATERIAL
SCARIFY 12" AND
RECOMPACT TO 95%
SECTION A -A
#5 DOWEL
2 – #5 CONT
BASE OF WALL
- #6 BAR (TYP)
SCALE: 1" = V -0"
3' -0" 2, -0" 6, -0" _ _
ROOF TRUSS NOTES:
1. DESIGN ROOF TRUSSES FOR THE FOLLOWING MINIMUM LOADS.
GRAVITY LOADS:
DEAD LOAD
ON TOP CHORD 15 PSF
ON BOTTOM CHORD 10 PSF
HANGING POINT LOAD ON BOTTOM 2000 LB
LIVE LOAD
ON TOP CHORD 20 PSF
WIND LOAD: AT BASIC WIND SPEED OF 85 MPH
NET UPLIFT /DOWN PRESSURE ZONE A –22 PSF /9 PSF
NET UPLIFT /DOWN PRESSURE ZONE B –11 PSF /9 PSF
NET UPLIFT /DOWN PRESSURE ZONE C –22 PSF /9 PSF
SEISMIC LOAD: SEE SHEET S1
ROOF SNOW LOAD: 26 PSF
2. METAL PLATE CONNECTORS:
a. PROVIDE METAL CONNECTOR PLATES DESIGNED AND TESTED IN ACCORDANCE WITH
TRUSS PLATE INSTITUTE CRITERIA.
b. CONNECTOR PLATES SHALL BE 20 –GAUGE STEEL FOR TRUSS T1 & 18 GUAGE STEEL
FOR TRUSS T2, ASTM A -446 GRADE C STRUCTURAL, HOT –DIP GALVANIZED, ASTM
525 –G60.
C. CODE APPROVED –ICC EVALUATION SERVICE REPORT.
d. APPLY CONNECTOR PLATES TO BOTH FACE OF TRUSS BY HYDRAULIC PRESS OR ROLLER
SEAT PLATES FIRMLY AGAINST WOOD TRUSS MEMBERS.
3. FOR ALL TRUSS MEMBERS SEE WOOD FRAMING NOTES ON SHEET S1.
4. SUBMIT CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF WASHINGTON FOR THE DESIGN OF TRUSSES. SUBMIT DRAWINGS
OF TRUSSES SHOWING ALL MEMBERS, LAYOUT, DIMENSIONS, AND CONNECTIONS.
DEFERRED SUBMITTALS:
IN ACCORDANCE NTH 2006 IBC SECTION 106.3.4.2 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL
ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM
AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATION THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL
CONFORMANCE WITH DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE
INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
OFFICIAL. THE FOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS:
1. FINAL DRAWINGS AND STRUCTURAL CALCULATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES
AND CONNECTIONS BETWEEN WOOD TRUSSES AND OTHER STRUCTURAL COMPONENTS.
ROTI -'rlILL
Rath HiII, LLC Tel425.869.9448 www.rothtiill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
Kennedy /Jenks Consultants
32001 32nd Avenue South, Suite 100
Federal Way, WA 98001
Ph. 253- 835 -6400
Fax 253- 9523435
2x BLOCKING SIMPSON H10 EA FACE OF
WALL
15/32" PLYWOOD SIMPSON A34 EA
(TYP) SID
2x BLOCKING—\
12 15/32"
ROOFING PER PLYWOOD
ARCH DWGS 6 (TYP)
ROOF ROOFING PER
TRUSS ARCH DWGS�
I
2x4
SIMPSON LUS24
2x10 FASCIA 2x10 FASCIA
BEAM DOUBLE 2x8 TOP PLATE BEAM
2 - #5 CONT, BENT INTO
ADJACENT WALLS (TYP AT
EACH SIDE OF AB)
SPLIT FACE
CMU WALL WALL 3/4.0 ANCHOR BOLT, 24" SPLIT FACE
i CC, W/ 12" EMBED CMU WALL
SECTION B -B
SCALE: 3/4" = V -0"
#6 ®12" T &B EW
EL 322.50
g.
0
I
N
12" CRUSHED ROCK
EXTEND 1' -0" BEYOND
EDGE OF SLAB
NOTE: PROVIDE 12" MINIMUM DISTANCE FROM EDGE OF CONCRETE
FOR ALL SEISMIC ANCHORAGE.
GENERATOR SLAB DETAI 1
SCALE: 1/2" = 1' -0" S4
CON
SEE
EXP
SEE
CONTROL
NOTE: REINFORCING NOT SHOWN. SEE DETAILS
ON THIS SHEET AND STANDARD MASONRY
SHEET FOR REINFORCING.
6" CRI
ROCK
2' -0"
BACKF
TO 95'
D1557
NATIVE
SCARIF
RECOM
NOTES:
1. SEE DWG S -1 FOR REINFORCING STEEL COVER.
2. ALL CMU WALLS SHALL BE FILLED WITH GROUT PER
DRAWING S3 AND SPECIFICATION SECTION 10.04220.
2x BLOCKING
12
6
15/32" PLYWOOD (TYP)
TRUSS TOP ROOFING PER
CHORD ARCH DWGS
TRUSS BOT CHORD
SIMPSON H10 EA FACE OF 2x10 FASCIA
WALL BEAM
DOUBLE 2x8 TOP PLATE
2 – #5 CONT, BENT INTO 3/4 "0 ANCHOR BOLT, 24"
ADJACENT WALLS (TYP AT CC, W/ 12" EMBED
WALL EACH SIDE OF AB)
i
SECTION C -C
SCALE: 3/4" = V -0"
SPLIT FACE CMU WALL WALL
i
SECTION D -D
SCALE: 3/4" = V -0"
#4 ® 8" HOOPS
(TYP)
#5 VERT ® EA
CORNER (TYP) —
CMU PILASTER
(2) - #5 DOWEL W/
STANDARD HOOK -
(TYP)
LAP SPLICE (TYP)
SIMPSON A34 ® 24"
12
6 F—
ROOF TRUSS
(BEYOND)
DOUBLE 2x8 TOP PLATE
2 - #5 CONT, BENT
INTO ADJACENT
WALLS (TYP AT
EACH SIDE OF AB)
2" CMU CAP
HORIZ REINF
CONTINUOUS
W/ WALL
I
#4 HOOP
12"
6" CRUSHED
ROCK
���il�i`i `I�I`i`� • • 1 � 1,1,
6" CRUSHED
v. vyivi vrvv� • • v tiC� d .
ROCK
• v v Vii. it�i �i-
v v v v' �iT • •-
2'-0" STRUCTURAL
/w• C'
TO 95% PER ASTM
V/ D1557
NATIVE MATERIAL
SCARIFY 12" AND
RECOMPACT TO 9
TYPICAL WALL SECTION
CMU SCREEN WALL DETAIL
WALL -WALL DETAIL W 1/2" = i' -0" S4
RECORD DRAWING
SCALE: 1/2" = V -0" S4 These Record Dra.Lgs have been prepared bused on information provided
by the contractor and others. Kennedy /Jenks Consukants has not verified the
accuracy or completeness of infomation provided to them and does not
wamm,t the accuracy or completeness of these Record Drawings. Users of
these Record Drawings assume all risk of loin resulting from their use.
saxrtvm: swc: vmrpu, w.w ,sse
1/2 " =1. -D" namaxwxn,am,ss, ;L CITY OF
Er amwm
RENTON
CPAwn:
°XE "b1 DATUM Er
t RECORD DRAWING RFB 7/20/1 JMF cnr DUB Planning /Building /Public Works Dept.
IF eor or¢ iucn
NO. REVISION BY DATE APPR =*Vv""
(2
24" 18" 12" 6" 0 1' 2' 3' 4'
oiz i"i i4v; m ✓ax I ;iazasrz
SCALE: 12 " =1' -0"
12" 6" 0 1' 2'
J/ Z. -. ,. 7, „i..
SCALE: 1 " =1' -0”
STONEGATE
LIFT STATION REPLACEMENT
CONTROL BUILDING
SECTIONS AND DETAILS
06 -11 -2010
PILL
S5
26 42