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1'-10 <br />I <br />Ia E-3`—i <br />8"X6" "I" BEAM WELDED TO <br />6"X8"XI/8" STEEL BASE PLATE <br />6"X8"X1/8" STEEL BASE PLATE <br />WITH (4) 7/8" HOLES FOR <br />3/4"X4" WEDGE ANCHORS (4) <br />BASE PLATE DETAIL <br />WELD 6X8X1/8 BASE PLATE TO <br />ROOF BEAM TO ATTACHMENT OF <br />8X6 "I" BEAM <br />(TYPICAL) <br />8" PURLIN FASTEN TO <br />WITH #14 TEC SCREWS <br />ATTACHMENT <br />(TYPICAL) <br />12'X10' ROLL UP DR 3068 <br />I <br />6"X8"X1/8" STEEL BASE PLATE REAR VIEW <br />WITH (4) 7/8" HOLES FOR <br />3/4"X4" WEDGE ANCHORS (4) <br />(TYPICAL) <br />"I" BEAM <br />(4) PER <br />ft <br />1'-10" <br />1'-10" <br />1'-10 <br />NEE WALL <br />i <br />i <br />i <br />K /NE/ E . W. A L <br />0'-5" 3'-3" � 10'-6" ►1 1-10"--� <br />FRONT VIEW <br />BAH R' S PROPANE GAS & A/C <br />COPELAND ROAD <br />ZEPHYRHILLS, FLORIDA <br />D.W. SMITH ,M.S.,P.E.#53608 <br />FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 <br />PHONE,813-469-2289 FAX,352-521-0867 E-MAID dwsflpe2earthlink, net <br />1'-10" <br />1'-10" <br />RICK GOLLHARDT - DRAFTSMAN <br />813-781-3651 <br />rgollhardt@tampaba,y.rr.com <br />DETAILS <br />SHEET OF <br />4OF9 <br />JOB NO, <br />2018-50 <br />I 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 />ENGINEER LICENCE #53608 <br />SCALE <br />DO NOT SCALE <br />DESIGN/DRAWN <br />R. GOLLHARDT <br />9 AUG 2018 <br />CHECKED <br />DWS,PE <br />