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<br /> #12 EK 1 16" 0,C, #12 TEK 16" Q.C.O.0 #12-#12 TEK STRUCTURAL NOTES:
<br /> 1/8 T 7<1-YP CONN 7e77<Ty'� CONN A. GENERAL
<br /> -- 1 11 x1-'xY;" ANGLE I The Contractor shall verify all conditions and
<br /> 4' -0" MAX. SPACING V*xl"X/�8" ANGLE dimensions at the site.
<br /> 4'-0" MAX, SPACING 2. Observation visits ',a the site by the design engineer
<br /> lY2"xIY2"xl6 GA. GALV.-,__�' IY2"xIY2"x!6 GA. GALV. shall neither be construed as inspection nor approval
<br /> ANGLE CONTINUOUS of construction.
<br /> ANGLE CONTINUOUS
<br /> 3� During and after construct;on, builder and/or owner
<br /> 4-
<br /> 11) #12 TE LU
<br /> shall keep loads on the structure within limits of
<br /> PURUN
<br /> SCREW (TYP,) design !oods. 0
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<br /> COMPOSITE FASCIA COMPOSITE FASCIA 4. Typical details and sections shall apply where specific
<br /> 4 1 M,
<br /> PANEL PANEL details are not shown. z
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<br /> B. DESIGN CRITERIA
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<br /> 1. Building Code . . . . . . . . . . UBC 1997
<br /> #12 TEK SCREW (Tr, (TYP.) 2, Live Load 20 P.S.F. 0 Uj
<br /> . . . . . . . . . . . U_
<br /> ABS DRAIN PIPE 'M lid AIHI I E #10 PAN HEAD 12 Q.C. RAIN GUTTER Dead Load 10 P.S, 7j
<br /> 3, Wind Design: <
<br /> #10 PAN HEAD 12" O.C. .............. SHEET METAL COVER, SLOPE 5Z 'Nind Velocity . . . . . 80 M.P.-3. _j < W
<br /> TO COLUMN Z4" PER FOOT W V)U
<br /> Exposure . . . . . . . . . . . . . C Z)(n
<br /> TYP
<br /> I . . . . . . . . . . . . . 1 W
<br /> TYPICAL END FASCIA DETAIL _j C) ce-
<br /> ICAL SIDE FASCIA DETAIL 4 Seismic Design: F-
<br /> N.T.S. N.T.S. Zone . . . . . . . . . . 4
<br /> . . . . . . . 1.0
<br /> WOO
<br /> _j 0�—
<br /> NOTE TO !NSTALLER: iVF BEAM C, FOUNDATION U_Ii V)
<br /> CLAMP THIS BRACE AT 1. Soil Bearing Pressure - 1500 P.S.F. (not tested)
<br /> ALL (3) LOCATIONS NOTED NF BEAM 2. Design Lateral Soil Pressure: 150 P.S.F./Ft. of depth.
<br /> (2) EA. #12x%"
<br /> TO INSURE PROPER FIT, STRUCTURAL SCREW 3, All footings shall be placed on and against undisturbed CD
<br /> THEN INSTALL SCREWS soil or granular fill mechanically compacted to not less LIJ
<br /> ITP, I <
<br /> X Y-,`06 GA. than 957, of modified proctor density (ASTM D-1557), 0 U
<br /> (4,) Y4"O A-307 CY- 0
<br /> G�All ANGLE 801-IS Y8" SHEAR PLATE - (4) %"0 A-307- D� CONCRETE
<br /> BOLTS 1. All concrete shall have a design 28-day compressive
<br /> 0 ———————
<br /> �1 strength of 2500 P'SJ0 1 6
<br /> Q) 3
<br /> E. STRUCTURAL STEEL
<br /> 10
<br /> PURLIN _/ 9 1 7
<br /> cQ 1. Structural steel shall be fabricated and erected in U < ,
<br /> 0 accordance with the latest edition of the following: ——————
<br /> ...............
<br /> L (a) AISC "Speci f;co t ions for the Design Fabrication M
<br /> 7
<br /> ... ....... ........... __J PURLIN (3) X"O and Erection of Structural Steel for Buildings".
<br /> .....
<br /> SEE FRAMING PLAN (b) AISC "Code of Standard Practice" excluding the m x �-c co
<br /> A-307 BOLTS r, o
<br /> PURLIN following sections: 1�51, 3.3 (first sentence),
<br /> (2) EA, #12xl'nt "--
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<br /> 4,2, 4.2.1, 4.2.2, 7,5A and 7,11.5,
<br /> 3" 20 GA. TEK SCREWS 3 SIOE I
<br /> DECK PANEL TYP. (2) PLACES (c) AISC "Specifications for the Design of Cold ......
<br /> Formed Structural Members".
<br /> 2- Structural steel shall conform to ASTM A-36 for
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<br /> PURLIN BRACING DEj&L_JALBE99RKPj TION DETAIL plates, angles, and pipes, and ASTM A-572 Grade 3
<br /> N T S PURLIN/BEAM CONNECTION 50 for all beams and purlins.
<br /> N.T.S. PURLIN SPLICE CONNECTION N.T.S.
<br /> 3- Cold-formed structural steel tubing shall conform to
<br /> ASTM A-500, Grade B z
<br /> BEAM 4. All welding shall be performed by certified welders in J
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<br /> accordance with the American Welding Society. R
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<br /> .. STIFFENE, -BEAM 5, On all bolted connections, use ASTM A-307 bolts UJ
<br /> (4) %"0 A-M7
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<br /> 14" CAGEB(BOTH SIDES unless otherwise specified (no special inspection
<br /> BOLTS 0
<br /> required)Lz
<br /> (4) 4"O A-307 LLI
<br /> 1 6. Metal roof deck shall be 20 Go, ASTM A-653 Grade g 3:
<br /> BOLTS �Lj
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<br /> F. PAINTING
<br /> I o o I I a a
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<br /> 1. All exposed structural steel shall be primed with Alspar
<br /> 13-12-79 coating or approved equal,
<br /> 2. All welds and other exposed areas, shcilb'e"�rij, with 2 Z
<br /> 3" 20 GA. �j j",,
<br /> 3T_(1T/_ PURUN Y 1
<br /> DECK PANEL prime coat after fabricction;,�,f�
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<br /> jUTI N A--&
<br /> 2Y2" "
<br /> x2x�lj
<br /> Y2"02"xlT CAP PLATE 6 ANGLE N" to
<br /> 20 GA. COLLAR x LILH HRLr1 ,
<br /> 4 All
<br /> TIC TS 10xl0x)/4 STD, PANEL CLIP 16" 0.C. 3" 20 GA.
<br /> 'A
<br /> HEAVY MAS COLUMN STAGGER EACH SIDE OF PURLIN DECK PANEL Tr I VC
<br /> �J A,
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<br /> PURLIN DECK CONNECTION DETAIL
<br /> COLUMNAEAM CONNECTION DETAIL N
<br /> Y 2 2
<br /> 3472 N.T
<br /> S# NT ,
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