HomeMy WebLinkAboutPLANS - 99-00004 - Valley Wide - CanopyD
#2258
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FRAMING PLAN
SCALE: 1/8"=1'-O"
STEEL COLUMN
21"
1997 U.B.C. DATA
OCCUPANCY GROUP ........... S-3
CONSTRUCTION TYPE ........... II N
OCCUPANCY LOAD FACTOR ........N.A.
SEPARATION ..... SEE SITE PLAN AND SEC.
311.2.3.2 AND TABLE 5 A
USE..... CANOPY OVER GASOLINE PUMPS
AREA ................ 864 Sq. Ft.
EXTEND A.B. 6"1-1/8"0 HOLE 13"
ABOVE FOOTING 2" NON -SHRINK (TYPICAL)
GROUT BY C.C.
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#2258
1-1/2"x1-1/2"x3/16"J `-X-BRACING
DIAGONAL BRACE r
FRAMING PLAN
SCALE: 1/8"=1'-O"
STEEL COLUMN
21"
1997 U.B.C. DATA
OCCUPANCY GROUP ........... S-3
CONSTRUCTION TYPE ........... II N
OCCUPANCY LOAD FACTOR ........N.A.
SEPARATION ..... SEE SITE PLAN AND SEC.
311.2.3.2 AND TABLE 5 A
USE..... CANOPY OVER GASOLINE PUMPS
AREA ................ 864 Sq. Ft.
EXTEND A.B. 6"1-1/8"0 HOLE 13"
ABOVE FOOTING 2" NON -SHRINK (TYPICAL)
GROUT BY C.C.
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ANCHOR BOLT FOOTING DETAIL
SCALE: 1/4"=1'-0"
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BUILDING INSPECTOR
#12 TEK ® 16" O.C.
1 -1/2'x1 -1/2"x16 GA.— '
GALV. ANGLE CONTINUOUS
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COMPOSITE FASCIA
PANEL
19"
#10 PAN HEAD 0 12"
TEK
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1%1%1/8" ANGLE
4'-0" MAX. SPACING
TYPICAL SIDE FASCIA DETAIL
N.T,S.
1_1 /0",n_1 W.7/16"
2 TEK SCREW (TYP.)
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#12 TEK 0 16" D.C.
1-1/2"xt-1/2"x16 GA.--'�
GALV. ANGLE CONTINUOUS
COMPOSITE FASCIA
PANEL
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2 VTEK/�
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#12 TEK
SCREW (TYP.)
—RAIN GUTTER
52"
(� TYPICAL END FASCIA DETAIL
N.T.S.
UI,LI14 I 5/8" BOLTS NOTE: SPLICE PLATE ONE SIDE AFTER
BUTT WELDING PURLINS TOGETHER.
TACE
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RED
INPURLIN BRACING DETAIL (AS REQUIRED) I n PURLIN SPLICE DETAIL (AS REQUIRED) I [ Si BEAM BRACING DETAIL (AS REQUIRED)
.T.S. N.T.S. N.T.S.
EEL COLUMN
#2258 (b) .T,S. COLUMN/BEAM CONNECTION
N
N. (4) EA. 5/8"
HELD ITCH A-307 BOLT!
FOR ERECTIOI
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FIT TO BEAM WEB
NOTCH COLUMN TO
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4x5x3/8
DECK PANEL
n PURLIN CONNECTION DETAIL
N.T.S
STRUCTURAL NOTES:
A. GENERAL
1. The contractor sholl verify all conditions and dimensions
at the site. -
2. Observation visits to the site by the design engineer shall
neither be construed as inspection nor approval of
construction.
3. During and after construction, builder and/or owner shall
keeploads on the structure within limits of design loads.
4. Typical details and sections shall apply where specific
details are not shown.
B. DESIGN CRITERIA
1. Building Code . . . . . . . . . . UBC 1997
2. Snow Load . . . . . . . . . . . . . 35 P.S.F.
Dead Load . . . . . . . . . . . . . 10 P.S.F.
3. Wind Design:
Wind Velocity . . . . . . . . . . . . 80 M.P.H.
Exposure . . . . . . . . . . . . . . . C
I. . . . . . . . . . . . . . . . . . 1
4. Seismic Design:
Zone . . . . . . . . . . . . . . . . . 3
1 . . . . . . . . . . . . . . . . . . 1.0
C. FOUNDATION
1. Soil Bearing Pressure — 1500 P.S.F. (not tested)
2. Design Lateral Soil Pressure: 150 P.S.F./Ft. of depth.
3. All footings sholl be placed on undisturbed soil or on
granular fill mechanically compacted to not less than 957
of modified proctor density (ASTM D-1557).
D. CONCRETE
1. All concrete shall have a design 28—day compressive
strength of 2500 P.S.I.
E. STRUCTURAL STEEL
1. Structural steel shall be fabricated and erected in
accordance with the latest edition of the following:
(a) AISC "Specifications for the Design Fabrication
and Erection of Structural Steel for Buildings".
(b) AISC "Code of Standard Practice" excluding the
following sections: 1.5.1, 3.3 (first sentence),
4.2, 4.2.1, 4.2.2, 7.5.4, and 7.11.5.
(c) AISC "Specifications for the Design of Cold
Formed Structural Members*.
2. Structural steel sholl conform to ASTM A-36 for
plates, angles, and pipes, and ASTM A-572 Grade
50 for all beams and purlins.
3. Cold—formed structural steel tubing shall conform to
ASTM A-500, Grade B.
4. All welding shall be performed by certified welders in
accordance with the American Welding Society,
5. All bolted connections used for erection purposes shall
be ASTM A-307. All permanent bolted connections
shall be ASTM A-325.
6. Metal roof deck shall be 22 Ga. ASTM A-653 Grade
50.
F. PAINTING
1. All exposed structural steel shall bXr�, Sp
13-12-79 coaling or approved eq2. All welds and other exposed areasprime coat after fabrication.
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