HomeMy WebLinkAboutWWP2703473.23
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#5 DOWEL
:5Q 2-#5CONT @
-' BASE OF WALL
6%12" CURB o a-
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BELOW WALL c�;
#6 BAR (TYP)
#6 @ 12" 1 a
EW •
FF EL 322.50
D
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o o
#6 @ 12„
p Q
10 MIL VAPOR z\\ \EW
BARRIER
2" SAND ABOVE
AND BELOW
VAPOR BARRIER
6" CRUSHED
ROCK�
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2'-0" STRUCTURAL / �� i� �-/
BACKFILL \�\ \�\ \�\ \�\ \�\ \�� \�\ \�\ \� \�\ \� EXTENT OF
COMPACTED TO 95%�j /SU A R GRE PREP
ASTM D1557X"
NATIVE MATERIAL
SCARIFY 12" AND
RECOMPACT TO 95%
3'-0" 2'-0"
ZONE A ZONE E
SECTION A -A
SCALE: 1" = 1'-0"
6'
ZONE C
2'-0"
3'-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 WITH 2O06 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.
Roth Hill, LLC Tel 425.869.9448 www.rothhill.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 253-952-3435
2x BLOCKING
15/32" PLYWOOD
(TYP)
ROOFING PER
ARCH DWGS -
2x10 FASCIA
BEAM
SPLIT FACE
CMU WALL
SIMPSON H10 EA FACE OF
WALL
SIMPSON A34 EA
SID
fir
SECTION B-B
SCALE: 3/4" = 1'-0"
0
I
N
2x BLOCKING
15/32"
PLYWOOD
(TYP)
ROOF ROOFING PER
TRUSS ARCH DWGS-
JIIYII JVIV LV JLT
DOUBLE 2x8 TOP PLATE
2-#5 CONT, BENT INTO
ADJACENT WALLS (TYP AT
EACH SIDE OF AB)
3/4"0 ANCHOR BOLT, 24"
CC, W/ 12" EMBED
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 DETAIV 1�
CON
SEE
EXP
SEE
SCALE: 1 /2" = 1'-0"
CONTROL
NOTE: REINFORCING NOT SHOWN. SEE DETAILS
ON THIS SHEET AND STANDARD MASONRY
SHEET FOR REINFORCING.
WALL -WALL DETAIL
e
SCALE: 1 /2" _ -0"
6" CRt
ROCK
2'- 0"
BACKF
TO 95'
D1557
NATIVE
SCARIF
RECOM
TYPICAL WALL SECTION
RECORD DRAWING
These Record Drawings have been prepared based on information provided
by the contractor and others. Kennedy/Jenks Consultants has not verified the
accuracy or completeness of information provided to them and does not
warrant the accuracy or completeness of these Record Drawings. Users of
these Record Drawings assume all risk of loss resulting from their use.
12
6
TRUSS TOP
CHORD
TRUSS BOT CHORD
SIMPSON H10 EA FACE OF
WALL
DOUBLE 2x8 TOP PLATE
2-#5 CONT, BENT INTO
ADJACENT WALLS (TYP AT
EACH SIDE OF AB)
SECTION C-C
SCALE: 3/4" = 1'-0"
N/
,TYP)
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
15/32" PLYWOOD (TYP)
ROOFING PER
ARCH DWGS -
2x10 FASCIA
BEAM
3/4"0 ANCHOR BOLT, 24"
CC, W/ 12" EMBED
SPLIT FACE CMU WALL WALL
SECTION D-D
SCALE: 3/4" = 1'-0"
#4 @ 8" HOOPS
(TYP)
#5 VERT @ EA
CORNER (TYP)
CMU PILASTER
(2)-#5 DOWEL W/
STANDARD HOOK
(TYP)
LAP SPLICE (TYP)Ap
12
6
SIMPSON A34 ® 24"
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
#4 HOOP @
12"
6" CRUSHED
ROCK
INS
0.
.
4
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NATIVE MATERIAL
SCARIFY 12" AND TYPICAL WALL SECTION THROUGH PILASTER
RECOMPACT TO 95�
24" 18" 12" 6" 0 1' 2' 3' 4' y� L
CMU SCREEN WALL DETAIL 3 jsCALE:1/2"=1'-0"
SCALE: 1 /2" = 1'-0" S4 12" 6" 0 1' 2'
SCALE: 1 "=1'-0" O . 1
090
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