INSTALL INSTALLATION 2001 - Laserfiche WebLink

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#12 TEK IC 0'( � #12 TEK #12 TEK 16" O.C. #12 TEK STRUCTURAL NOTES: t 1/8 TYP. CONN. _ 1/6 TYP. CONN. A. GENERAL 1. The contractor shall verify all conditions and dimensions at the site. I"xI"x�" ANGLE 2. Observation visits to the site by the design engineer 1y"x€'/"x16 GA. GALV, 1"x1"xy" ANGLE 1y"xly'x16 CA. GALV. shall neither be construed as inspection nor approval 2 2 ANGLE CONTINUOUS 4'-0" MAX. SPACING P pP ANGLE CONTINUOU5 M 4'-0" MAX. SPACING of construction. M X12 TEK 3. During and after construction, builder an owner LU SCREW (TYP.) shall keep loads on the structure within limits of o COMPOSITE FASCIA PURLIN design loads. Z PANEL COMPOSITE FASCIA 4. Typical details and sections shall apply where specific z PANEL details are not shown. Q B. DESIGN CRITERIAZ 16 1. Bu€lding Code . _ . . . . . . . UBC1997TEK SCREW (TYP.) (TYP,) 2. Live Load . . . . . . . . . . 20 P,S.F. r 0 wABS GRAIN PIPE WITH WHITE �- Dead Load . . . . . . . 10 P,S.F,J�10 PAN HEAD x12" O.C. RAIN GUTTER LL oX10 PAN HEAD ® 12" O.C.!f9 SHEET METAL COVER, SLOPE 3. Wind Design: TO COLUMN V4" PER FOOT 52" Wind Velocity . . . . . . . . 70 M.P.H. V Exposure . . . . . . . . . . C O O W I QN. � TYPICAL SIDE FASCIA DETAIL QNLT.& TYPICAL END FASCIA DETAIL I 1 v�p =T,S. 4. Seismic Design: 0 Zone . . . . . . . . 4 Z t . . . . . . . . . . . . . 1.0 Moo NOTE TO INSTALLER: WF BEAM C. FOUNDATION _j CO I CLAMP THIS BRACE AT 1. Soil Bearing Pressure - 1500 P.S.F. (not tested) ALL (3) LOCATIONS NOTED (2) EA. #1M4' WF BERM TO INSURE PROPER FIT, STRUCTURAL SCREW 2. Design Lateral Soil Pressure: 150 P.S.F./Ft. of depth. z * 3. All footings shall be placed on and against undisturbed o THEN INSTALL SCREWS soil or ronulor fill mechanicoll compacted to not less 1y"x1y"x€6 GA. 9 Y P D GALVANIZED ANGLE (4) 4"0 A-307 than 95% of modified proctor density (ASTM D-1557). (4) %"0 A 307 BOLTS �� SHEAR PLATE D, CONCRETE a o BOLTS 1. All concrete sholl have a design 28-day compressive strength of 2500 P.S.I. o 04 * PURLIN ¢ � TIO E. STRUCTURAL STEEL 2 a ° qSEE 1, Structural steel shall be fabricated and erected in00 — _ — _ _ _ _ _ _ 0 accordance with the latest edition of the following:(a) AISC "Specifications for the Design FabricafianM PURLIN (3) 4"0 and Erection of Structural Steel for Buildings". FRAMING PLAN A-307 BOLTS (b) AISC "Code of Standard Practice" excluding the ' W m PURLIN (2) EA. f�12x1° fallowing sections: 1.5.1, 3,3 (first sentence), ? w a z a Q 3" 20 GA. TEK SCREWS 4.2, 4.2.1, 4.22, 7.5.4, and 7,11,5, 4 �„ ,n o a 3 noes DECK PANEL TYP. (2) PLACES 3716 (c) AISC "Specifications for the Design of Cold Formed Structural Members". 2. Structural steel shall conform to ASTM A-36 for QN, PURLIN BRACING DETAIL AS RE UIRED 4 P RLIVBEAMCONNECTION DETAIL __ &TS77aRLIN/BEAD CONNECTION AND plotes, angles, and pipes, and ASTM A-572 Grade T.S. N.rs. PURLIN SPLICE CONNECTION50 for all beams and purlins. 3sq . Cold-formed structural steel tubing shall conform to $ z 1X ASTM A-500, Grade B. 4. All welding shalt be performed by certified welders in 1' 6" 3 accordance with the American Welding Society. (4) / 0 A-307 y" STIFFENERS BEAM 5. On all balled connections, use ASTM A 307 boltsUJ BOLTS (BOTH 51DES) unless otherwise specified (no special inspection 14" GAGE n required). Q w(430 A-307 WF BEAM BOLTS6. Metal roof deck shall be 20 Go. ASTM A-653 Grade & � C> ° ° — — — 5£3. � m R A F. PAINTING a z a A a 1, All exposed structural steel shall be primed with Alspor m z 4„ 3" 20 GA. I 13-12--79 coating or approved equal. .,.._ o W g DECK PANEL 37'6 2. All welds and other exposed are s:phoat b `primed with SECTION A-A prime coat after fabrication�\PURUN t! I x f °x12"xl8" CAP PLATE I I "x2"x 16 ANGLE r r y I x 20 GA. COLLAR 4'-0" LLH I I HEAVY MASTIC TS !-OXIOxy STD. PANEL CLIP @ 16" O.C. Y 3" 20 GA. COLUMN STAGGER EACH SIDE OF PURLIN DECK PANEL @-COLUMN�BEA I CONNECTION DETAIL PURLIN DECK CONNECTION DETAIL �` 2 OF2#3605 T,S, QN.T.S. � . rf '9"1 �f� �4Y 744744'7 J:'.. Fay '..lt l¢S� p3