Laserfiche WebLink
III <br />-"AIL <br />IJ-1 - T-i.1 r - <br />CARPORT T L <br />STANDARD 4' WIDE SNAP-N-LOCK COMPOSITE ROOF PANELS <br />MAXINUM ALLOWABLE SPANS (DEFLECTION — 1 /80 MAX.) <br />COMPOSITE PANEL SKINS SHALL BE OF ALUMINUM ALLOY <br />3105—H14/H25 (1.0#/C.F. E.P.S. FOAM) <br />NOTE: <br />1. COMPOSITE PANEL SPAN TABLES ARE BASED ON FLORIDA <br />PRODUCT APPROVAL NUMBER FL 7561 —R4 <br />2. SPAN TABLES STATE 36" MAX. OVERHANG ON FRONT <br />& 25% OF PANEL WIDTH @ SIDES (12" MAX. O.H. <br />FRONT OVERHANG NOT TO EXCEED WHAT IS CALLED OUT <br />ON THE ENGINEERED PLANS* <br />CAC7C1\I -Fn CACr`IA Dfl <br />W <br />U <br />0 <br />HOST CONNECTION <br />#12 X5" SEAL WASHER HD TEK @ <br />AALONG ENTIRE PERIMETER <br />3" CHANNEL OR 3" <br />REQUIRED ALONG ALL <br />PANEL EDGES <br />RECEIVER6UTTER IS <br />EXPOSED PERIMETER <br />a• <br />#10 TEK @ 12" O.C. TOP AND BOTTOM <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />STAGGERED <br />COMPOSITE ROOF PANELS <br />MIN <br />SLGPE <br />R 6 M'l N 8 5 'SEE' <br />#14 S.M.S. (OR 1 /4" LAG) @ 12" O.C. <br />ALONG ENTIRE PERIMETER (OR #10 S.M.S. <br />8" O.C.) W 1 " MIN WA HER <br />2" MIN. EMBED. IN WOOD <br />3" CHANNEL OR 3" RECEIVER GUTTER IS <br />REQUIRED ALONG ALL EXPOSED PERIMETER <br />PANEL EDGES <br />#10 TEK @ 12" O.C. TOP AND BOTTOM <br />3"X3"X.093" ALUMINUM POST <br />POST CONNECTION <br />_LPA ]\\[E L S <br />W(#�) =�� A <br />N0�5E <br />ROOF <br />PT POST <br />N�STAO M P <br />T MFGRS SPECIFICATIONS <br />FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST <br />WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT <br />CORRISION RESISTANT (TYPICAL EACH POST) <br />C01\\11\\1ECTI01\\[ <br />S P IVEY JAM ES <br />5732 13th STREET <br />ZEPHYRHILLS FLORIDA <br />D.W. SMITH,M. S.,P.E. #53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 <br />PHONE:813-469-2289 E-MAIL: dwsflpe@eorthlink,net <br />RICK GOLLHARDT - DRAFTSMAN <br />813- 781- 3651 <br />rgollhardt@tampabay. rr. com <br />CARPORT <br />SCALE <br />DO NOT SCALE <br />DATE <br />13 SEPT 2020 <br />SHEET OF <br />4 OF 4 <br />JOB NO, <br />ENGINEER LICENCE #53608 <br />DESIGN/DRAWN <br />R. GOLLHARDT <br />CHECKED <br />D.W.S.,p.e. <br />2020-0814 <br />