|
r4 Im
<br /> n
<br /> o In a)
<br /> co 00 00
<br /> in
<br /> 0 0 0) QD CO QD
<br /> OD
<br /> 50
<br /> FASCIA FRAA�NG A 7 4'-'' OA. MAX
<br /> z
<br /> ,0'-T lic--c", AROUND ;_'4nW. CANCV-Y PER110IFTER I
<br /> W12 PjRtJ-N', 13'-4" 5" -6
<br /> 7.-B. -,r W14x22 PZAM x14 -4* 11- 4-
<br /> X
<br /> 0- I° a. i!
<br /> PURJN BIRACE (TYP.) 3' 20 CA.
<br /> Wl 2x?4 L!'[1X PANEL
<br /> —0
<br /> II fl
<br /> _j F-
<br /> F_ - -I 16 i,04, PIPE I M
<br /> 00TING C-1 'OL!
<br /> JM114 (]'/P.) V 01
<br /> L
<br /> W1 14 L J L J _j L _j Un
<br /> STEEL 00000000000
<br /> COLUMN 0000 00000000000
<br /> CONC. SI-A9- 00000000000
<br /> 00000000000
<br /> 14
<br /> — 13 13 11 00000000000
<br /> PW�L!N 9RACF_ �,,Ei �7, D
<br /> ffA1 3 SHEET aFfl 2 00000000000
<br /> rnFr 00000000000
<br /> 0
<br /> (12) PLACES
<br /> 00000000000
<br /> >
<br /> +-t-+i 00000000000
<br /> 00000000000
<br /> 2414 r 0 000000001000
<br /> ILL.. _,
<br /> 2,
<br /> CCLUM\1 {T P., S(�. 2 Ox2" SLOTS FOR (4) USE
<br /> l"x2l"x21"_/ L
<br /> 141"006" ANCHOR BOLTS BASE PLATE LJOsiT AMPES L _J
<br /> 0 SECfl ON/ELEVATION A-36 WITH 4" LEG
<br /> j
<br /> .Cn
<br /> SCALE: 1/8"=1'-0"
<br /> BASE DETAIL 0
<br /> N.T.S. -1
<br /> 2001 C.B.C, DATA SPECIAL INSPECTIONS Ln
<br /> _j Occupancy Croup . . . . . . . . . . 5-3 I. WELDING - Continuous inspection not
<br /> Construction Type 11 N required for single-pass fillet welds not W
<br /> DRqN LA-fFRAL TO Occupancy Load Factor . . . . . . . . . N.A. exceeding J" per CBC 1701.5�5.1
<br /> 2'0 OVWILOW DFAJN Separation . . . . . . . . See site plan and exception 2.1. Make visual inspection of LIGHTING SCHEME
<br /> (T'f,P.'- HELD L�X;A.T-% CCY.;PublrSec. 311.2.3.2 and Table 5A field welds (if any) upon completion.
<br /> NEAR C-0^701)TrS FRAMING PLAN Use . . . . . . Canopy over gasoline pumps 21 CONCRETE - Special inspection notSCALE: 1/8`=1'-0" CO Z
<br /> SCALE: 1/8`=I'-O` Area . . . . . 1,750 Sq. Ft. required for concrete fooiings per CBC 3- PVC AND/OR ABS DRAIN PIPE IN 3" PVC AND/OR ASS DRAIN PIPE IN
<br /> 7701'5L' exception 2. STEEL COLUMN COLUMN AND STUB-OUT AT COLUMN STEEL COt-UMN COLUMN AND STUB-OUT AT COLUMN W
<br /> BASE BY ERECTOR, EXIT DIRECTION I I BASE BY ERECTOR, EXIT DIRECTION
<br /> II TO BE DETERMINED BY OTHERS. I TO BE DETERMINED BY OTHERS. >
<br /> ADJUST TOP OF FOOTING EXTEND A.B. " 1 ADJUST TCP OF FOOTING
<br /> EXTEND A,B. 8" DEPTH AS NEEDED FOR ABOVE F6T'ING I DEPTH AS NEEDED FOR
<br /> li I VENT AND DRAIN LINES.
<br /> STRUCTURAL NOTES. 4. Seismic Design: (c) AISC "Specifications for the Design of Cold ASO VENT AND DRAIN LINES. (PER GENERAL CONTRACTOR)
<br /> Formed Structural Members". VE FOOTING (PER GENERAL CONTRACTOR) a:
<br /> A. GENERAL Importance Factor 2. Structural steel shall conform to ASTM A36 for plates APR 0 2006 3
<br /> 1. The contractor shall verify oil conditions and C. FOUNDATION and angles, and A53 Type E or S Grade B Fy = 35 k.s.i, MIN. 0 0
<br /> D: =1= APR 0 6 2006 U z
<br /> I -I- F "-2" NON-SHRINK GROUT
<br /> dimensions at the site. 1. Sail Bearing Pressure 1500 P.S.F. (not tested) min. for pipes, and ASTM A992 Grade 50 for all beams osj�Ess/o 2" NON-SHRINK GROUT
<br /> 2. Observation visits to the site by the design engineer and purlins. <) O. BY GENERAL CONTRACTOR U.
<br /> 2 Design Lateral Soil Pressure: 150 P.S.F,/Ft. of depth. BY GENERAL CONTRACTOR , ?1: 1 1
<br /> shalt neither be construed as inspection nor approval 3. All footings shall be placed on and against undisturbed 3. Cold-formed structural steel tubing shad conform to b 10 1� • W
<br /> of construction. ASTM A-500. Grade B. (4) 11%36' ANCHOR CD _(4) l'"06" ANCHOR
<br /> soil or granular fill mechanically compacted to not less -C
<br /> 4� All welding shall be performed by certified welders in
<br /> 3. During and after construction, builder and/or Owner than 95% of modified proctor density (ASTM 0-1557). accordance with the American Welding Society using :)a I I BOLTS A-36 WITH 4" LEG BOLTS A-36 WITH 4" LEG 0
<br /> shall keep loads on the structure within limits of i +--I- %* V ICI)
<br /> design loads. D. CONCRETE AND REINFORCEMENT E-70XX electrodes. I I I _Z_�4 . . I � I I /--#4 TIES @ 12" O,C. MAX,, (6)
<br /> (12) #4 VERTICALS -I-+_
<br /> 4. Typical details and sections shall apply where specific I. A4 concrete shall hove a design 28-day compressive 5. On all bolted Connections, use ASTM A-307 bolts LAYERS PLUS (2) ADDITIONAL
<br /> AS SHO NN I TIES AT TOP OF FOOTING
<br /> details ore not shown, strength of 2500 P,S,1. unless otherwise specified (no special inspection - ,V
<br /> B. DESIGN CRITERIA 2, Reber - ASTM A615 grade 60. required), CIVVL #4 TIES 0 12" O.C. MAX., (5) 3--0" - z
<br /> E. STRUCTURAL STEEL 6. Metal roof deck shall be 20 Go, ASTM A-653 Grade OF CPL'& 4'-0" SO, LAYERS PLUS (2) ADDITIONAL (10) #4 VERTICALS J9 LPI, C
<br /> 1. Building Code . . . . . . . . . . � CBC 2001 40. AS SHOWN OF G No� Ln
<br /> 2. Live Load . . . . 20 P.S.F. I. Structural steel shall be fabricated and erected in TIES AT TOP OF FOOTING 1"0
<br /> Dead Load . . . . . . . . . . . . 10 P.S.F. accordance with the latest edition of the following: F. PAINTING E X P I R F S 4<
<br /> 3. Wind Design: (a) AISC "Specifications for the Design Fabrication 1, All exposed structural steel shelf be primed with Alspor ANCHOR BOLT FOOTING DETAIL FXP1 R88
<br /> and Erection of Structural Steel for Buildings". 13-12-79 coating or approved equal. 0
<br /> Wind Velocity . . . . . . . . . . . 75 M,P,H, SCALE: 1/4"=V-O" OPTIONAL ROUND
<br /> Exposure (b) AISC "Code of Standard Practice" excluding the 2- All welds and other exposed areas shall be primed with SEP 3 0 2007 Q FOOTING DETAIL
<br /> Importance Factor C following sections: 1.5.1, 3.3 (first sentence), prime coot after fabrication, SEP 3 0 2007
<br /> I
<br /> 4-2, 421, 4.2-2, 7.5.4, and 7.11,5.
<br /> #12 TEK SCREWS #12 TEK SCREW (TYP.) #12 TEK SCREWS *NOTE TO INSTALLER:
<br /> @ 16' O.C. #12 TEK SCREWS (TYP.) CLAMP THIS BRACE AT
<br /> TYR CONN. 0 16" O.C. ALL (3) LOCATIONS NOTED (2) EA. #12d"
<br /> 4
<br /> .to z L0 1/8 TYP, CONN. TO INSURE PROPER FIT, STRUCTURAL SCREW
<br /> I J.,xll"xl6 GA. GALV THEN INSTALL SCREWS
<br /> 2 2 11"X12N16 GA. GALV. 121x1j"06 GA.
<br /> 2 I"xi"xi"' ANGLE FRAMES
<br /> ANGLE CONTINUOUS ANGLE CONTINUOUS GALVANIZED ANGLE
<br /> 1 1. 8. 4'-0" MAX, SPACING
<br /> xi"A' ANGLE FRAMES
<br /> 4'-0" MAX. SPACING D.
<br /> T_' c
<br /> I x
<br /> CN R4"0-
<br /> L PURUN I L (3) #12 TEK SCREWS
<br /> 1 X I PER FRAME PURLIN
<br /> COMPOSITE IR COMPOSITE--,z L C-0 0
<br /> FASCIA PANEL -11 0 1 1`1 FASCIA PANEL - -------------
<br /> L
<br /> r-
<br /> 1 16"' CN DATA
<br /> #10 PAN HEAD @ 16" O.C.
<br /> PER FRAME (TYP.) (2) EA, #12x
<br /> �� PVC AND/OR T\ (3) #12 TEK SCREWS DRAIN LATERAL TO COLUMN �3 1, 20 GA. TEK SCREWS
<br /> ABS DRAIN PIPE #10 PAN HEAD @ 16" O.C. RAN GUTTER DECK PANEL TYP. (2) PERCES
<br /> (0)
<br /> SLOPED 4- PER FOOT
<br /> TYPICAL SIDE-FASCIA DETAIL TYPICAL END FASCIA DETAIL PURLIN BRACING DEI61L
<br /> Q0.S, QNJ�S. T.S.
<br /> COVER PLATE WITH ACCESS HOLE
<br /> STANDARD HOLE GAGES BEAM FOR SEALING AND FITTING
<br /> FLANGE WIDTH HOLE GAO a STIFFENERS •
<br /> 4• 21* (4) J"o A-307 (BOTH SIDES) SEALING FITTING
<br /> 5- - 5r 2� BOLTS (INSTALL NO COUPLINGS BELOW
<br /> F (4) J"O A-307 WF BEAM I SEALING FITTING AND ABOVE
<br /> 5j' BOLTS DRIVE SLAB)
<br /> Ar A
<br /> REQUIRED EXIT ELEVATION AND
<br /> 3" 20 GA. .(D
<br /> DIRECTION PER GENERAL
<br /> IRS Dr- 11
<br /> DECK PANEL WF PURLIN CONTRACTOR, COORDINATE •
<br /> I WITH KUSTOM KANOPIES
<br /> U.J cr
<br /> W < F_ DISPENSER GAS
<br /> CA E REFERENCE LINE
<br /> 48%24" CAP
<br /> 20" GAGE
<br /> 2_0. PLATE GA.
<br /> - 20 GA. COLLAR 1 I ANGLE L /-COLUMN BASE PLATE,
<br /> 16"Ox
<br /> HEAVY MASTIC 4 J
<br /> PIPE STO. PANEL CLIP @ 16" O.C. 3" 20 GA. ANCHOR BOLTS,
<br /> SECTION A-A COLUMN STAGGER EACH SIDE OF PURLIN DECK PANEL AND FOOTING
<br /> COLON BEAM CONNEC10N DETAIL BEAM/PURUN&ECK CONNECTION DETAIL CONDUIT DETAIL
<br /> QN,T,S N.T.5.
<br /> DOF 4 4-2006
<br /> APR 0 6 2006 811011110 NONE
<br /> 0..
<br /> Cl)
<br /> CANOPY
<br /> LP clvl�
<br /> OF C 0 DETAILS
<br /> -,�7 P � R F IS
<br /> SEP 3 0 2001
<br /> S - 2
<br />
|