HomeMy WebLinkAboutBLD Carport - BLD Plot / Site Plans - 7/27/1998SJ L l3 L c�� � 2u-s5ES
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2-#4 BARS EA WAY
IN FTGS (TYPICAL)
(BY OWNER) '.
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R EAR E IL_ EVAT 10
1/4" a 1'-0"
TRUSS BOTTOM CHORD
2"X4" CEILING JOIST
, 3-16d @ 12" O.C.
THICKEN SLAB EDGE
V E T A 1 L_ B—B 4" CONC. SLAB
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2 - #4 BARS EA. WAY
(24" LONG)
45'
2 A(142-#4 BARS ONTINUOUS
& VITHIN 12" E/I CORNER
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STORAGE
2"X4" STUDS —,
O.C. ON 2"X4"
ED MUD SILL
H. BOLTS @
.C. (MAX)
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R 1"X4" TRIM.
BEAM —(
6"X6" POSTS
(TYP. OF 6)
CONC. SLAB BY OWNER
4X4 KNEE BRACE
LAG TO POST & BEAM
W/1 7" BOLT
r POST
I 4/0 S I— —
L__J LJ
LEFT SI IE
(RIGHT SIDE OPPOSITE)
1/4" = 1'-0"
TYP @ ALL POSTS.
2-#4 BARS BENT
MUST MEET ALL CURRENT
WASHINGTON STATE CODES
4—t—I
SLAB EDGE
W
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2-2X4 CEILING JOIST
Z
0
F-NAIL TO INSIDE - BOTTOM CHORD
—
6"X6" POST (TYPICAL OF 6)
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6" TYP.
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— 6" TYP.
FOU N SAT I O N F LOOK P L
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4X4 KNEEBRACE —
3/4"-1 '-0"
CC66
6X6 POST
0 MACHINE BOLT
THRU POST
CHANGES
& THREADED THRU POST BASE
SUBMIT CHANGES FOR APPROVAL
PRIOR TO PER-OR'IING WORK
MASON BUILDING INSPECTOR
CHANGES SUBJECT TO APPROVAL
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2r4 c-0
KNEE BRACE 17.'"ETAII_
3/4"=1'-0"
2"X4" CEIL. JST. EA.
OF BOTTOM CHORD
(TYP. @ POSTS)
12
.34'I
SIDE
N
TEMP. BRACE @ EA.
POST UNTIL CONC. //
HAS SET 28 DAYS /// 611
(BY OWNER)
Qu 1I Pr •, • ucts By:
FIELDS p I a"
The
Pro
Shop
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LEVATION
/ 24"
12t 112"
3" 3"
*IMPORTANT*
• These dr�'rings may not meet applicable building codes
• These drawings may need to be adapted to your specific project
• Check with local building officials about a building permit
The drawings may not meet applicable state and local building codes which can vary wide-
ly. Before starting construction, the customer should consult a local building department
official to determine if a bulldli,g peinslt Is required or If the drawings need to be changed
to satisfy: -
1) state or local building codes and regulations; 2) the project's structural requirements;
ar 1 3) exlsr'ng condition-. spedfle_to the project or the prole:t site.
Lumbermen's Is responsible only for the cost of nate+ials Indicated on our printed material
list taken from this general drawhug. Some options may be shown on our drawings to give
_ou {µLoers ideas on enhancing this project. Our customers are responsible for any and
THESE PLANS M U S II 6bSi bons, charges, and materials needed due to varying applicable code requirements or
ON THE JOB S lt'Edi I""°ns
FOR INSPECTION.
4„,4, fec.e/=--;
Sg, T /
OSB SHEATHING
PRE-ENGR TRUSSES @ 24" O.C.
STRUCTURAL GABLE TRUSSES @
2"X4" STRONGBACK
SIMPSON H-1 TRUSS ANCH. & 4 16d TOENAILS
EACH END EACH TRUSS
2"X4" �pBLOCKING
BEAM
CONTINUOUS CORNER TO CORNER
4"X4" KNEE BRACE W/6 16d NAILS
@ EA. END
8 MACHINE BOLTS
TYPICAL CENTER & OPEN END POSTS
/t/d 5Z...4%3
CONC. SLAB`'(BY OWNER)-4,
SECTION A —A
1 /4" = 1'-0"
Georgia-Pacific 4
Boise Cascade
SIMPSON
Strong Tie
\\
1"x6" FASCIA
SS 23 Z0/1� 7
ENDS
\\ SIMPSON POST/BM CONNECTOR
\\\\ 6"X6" POST (TYP. OF 6) 4o'►'-4x t ic,trr oQ
R-ov , 0 C N v 1 K t:Az-R I N (,
SIMPSON POST BASE CB66 (ALL POSTS)
\\
FINISH GRADE
i BHP
DEWALT
2'-6" X 2'-6" X 2'-0" CONC. FTGS (TYP. OF 6)
(BY OWNER)
SCALE
DATE
8/7/96
APPROVED BY
DRAWN BY
REVISED
20'X24' CARPORT #4
BEHRfe ' 4 HILLMAN FASTENER
BUILDING PRODUCTS
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