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#12 TEK 16" D.C. <br />#12 TEK <br />#12 TEK ® 16" 0-C. <br />#12 TEK <br />STRUCTURAL NOTES: <br />21 1 <br />178 TY?, CONN- <br />e� <br />178 TYP, CONN, <br />A. GENERAL <br />Z <br />v7 <br />J <br />� <br />a <br />1. The contractor shall verify all conditions and <br />LU <br />aLL. <br />dimensions at the site. <br />U <br />O 0 <br />Z <br />"xl"xy" ANGLE <br />2- Observction visits to the site by the design engineer <br />ly"xl/"x16 GA, GALV. <br />1"x1"xy" ANGLE <br />1%"x?Y2"x16 GA- GALV. <br />4'-0" MAX SPACING <br />shall neither be construed as inspection nor approval <br />ANGLE CONTINUOUS <br />4'-0" MAX. SPACING <br />ANGLE CONTINUOUS a <br />-� <br />of construction. <br />1L cocas <br />a <br />#12 TEK <br />3. During and after construction, builder and/or owner <br />O U <br />SCREW (TYP.) <br />shall keep loads on the structure within limits of <br />COMPOSITE FASCIA <br />PURLIN <br />COMPOSITE FASCIA <br />design loads. <br />4. Typical details and sections shall apply where specific <br />PANEL <br />PANEL <br />details are not shown. <br />B. DESIGN CRITERIA <br />16" <br />1, Building Code . UBC 1997 <br />#12 TEK SCREW (TYP.) <br />(TYP.) <br />2. Live Load . . . . 20 P.S.F. <br />ABS DRAIN PIPE WITH WHITE <br />#10 PAN HEAD ® 12" O.C. <br />RAIN GUTTER <br />Dead Load . . . . . . . . . . 10 P.S.F. <br />Wind Design: <br />#10 PAN HEAD @ 12" O.C. <br />30" SHEET METAL COVER, SLOPE3. <br />52" <br />Wind Velocity . . . . . . . . . . . 70 M.P.H. <br />TO COLUMN 4" PER FOOT <br />Exposure . C <br />TYPICAL <br />SIDE FASCIA DETAILQN, <br />TYPICAL <br />END FASCIA DETAIL <br />I . . . . . . . . r <br />N.T.S. <br />T. S. <br />4. Seismic Design: <br />Zone - - 4 <br />I . - . . 1.0 <br />*NOTE TO INSTALLER:WF <br />BEAM <br />C. FOUNDATION <br />CLAMP THIS BRACE AT <br />1. Soli Bearing Pressure - 1500 P.S.F. (not tested) <br />ALL (3) LOCATIONS NOTED (2) EA. #12x4" <br />WF BEAM <br />2 Design Lateral Soil Pressure: 150 P.S.F./Ft. of depth. <br />TO INSURE PROPER FIT, STRUCTURAL SCREW <br />3. All footings shall be pieced on and against undisturbed <br />THEN INSTALL SCREWS * <br />soil or granular fill mechanically compacted to not less <br />1y"xly"x16 GA. <br />() 4., <br />4 0 A 307 <br />than 95% of modified proctor density (ASTM D-1557). <br />GALVANIZED ANGLE <br />�" SHEAR PLATE <br />BOLTS <br />D. CONCRETE <br />(4) %4"0 A-307 <br />BOLTS <br />:�4� <br />1. All concrete shall have a design 28 -day compressive <br />strength of 2500 P.S.I, <br />O <br />Ifo <br />E, STRUCTURAL STEEL <br />PURLIN �Q�a * <br />I d <br />1. Structural steel shall be fabricated and erected in <br />accordance with the latest edition of the following: <br />(a) AISC "Specifications for the Design Fabrication <br />— — — — — — — — — — <br />PURLIN (3} 4"0 <br />SEE FRAMING PLAN A-307 BOLTS <br />and Erection of Structural Steel for Buildings". <br />(b) AISC "Code of Standard Practice" excluding the <br />'i n <br />N <br />~ (2) EA. #12x1J <br />PURLIN <br />following sections: 1.5.1, 3.3 (first sentence), <br />3" 20 GA. TEK SCREWS <br />3 SIDES <br />4.2, 4.2.1, 4-2-2, 7.5.4, and 7.11.5- <br />DECK PANEL TYP. (2) PLACES <br />3716 <br />(c) AISC "Specifications for the Design of Cold <br />Formed Structural Members". <br />2. Structural steel shall conform to ASTM A-36 for <br />3 PURLIN BRACING DETAIL (AS REQUIRED) <br />[ 4) PURLIN/BEAM CONNECTION_ DETAILQN.PURLIN/BEAM <br />CONNECTION AND <br />plats, angles, and pipes, and ASTM A-572 Grade <br />T.S. <br />N.T.S. <br />T.S. PURLIN SPLICE CONNECTION <br />50 for all beams and purl ns. <br />3. Cold -formed structural steel tubing shall conform to <br />ASTM A-500, Grade B. <br />4. All welding shall be performed by certified welders in <br />Y" STIFFENERS BEAM <br />"0 <br />accordance with the American Welding Society. <br />(4) 4 A-307 <br />5. On all bolted connections, use ASTM A-307 bolls <br />14" GAGE BOLTS (BOTH SIDES)unless <br />otherwise specified (no special inspection <br />(4) 4"O A--307 WF BEAM <br />required). <br />6. Metal roof deck shall be 20 Go. ASTM A-653 Grade <br />BOLTS <br />50. <br />° A A <br />F. PAINTING <br />1. All exposed structural steel shall be primed with Alspor <br />13-12-79 coating or approved equal <br />3" 20 GA. I I 3716 <br />2. All welds and other exposed areas shall be primed with <br />DECK PANEL <br />PURLIN <br />prime coat after fabrication.. <br />,,ECTION A—A <br />)/2"x12"08" CAP PLATE f I ZY2"x2"x%6" ANGLE <br />20 GA. COLLAR x 4'-0" LLH <br />I I <br />HEAVY MASTIC TS 10x10xy <br />STD. PANEL CLIP ® 16" O.C. 3 20 GA. <br />COLUMN <br />STAGGER EACH SIDE OF PURLIN DECK PANEL <br />QN.COLUMN/BEAM CONNECTION DETAIL <br />% PURLIN DECK CONNECTION DETAIL <br />T. S. - <br />N -T. S. <br />2 0F2 <br />U) <br />LU <br />M- <br />O <br />z <br />Q <br />z <br />a <br />Z <br />v7 <br />J <br />� <br />a <br />O <br />LU <br />aLL. <br />J <br />U <br />O 0 <br />Z <br />V J <br />U <br />Cl00O <br />1L cocas <br />z <br />U C.) <br />O U <br />Qf o <br />CL ___j <br />2 0F2 <br />