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0)I nil <br />REMOVE OVER HANGS AT EACH END <br />OF BUILDING WHERE CONNECTION IS <br />TO BE <br />CONNECT BUILDINGS TIGHT AT ROOF LOCATION <br />AND COVER ROOF CONNECTION WITH 24" GALV <br />FLASHING OVER TOP OF METAL ROOF WITH <br />SILICONE CAULK. SCREW WITH *IOX 3/4" SMS <br />WITH NEO WASHERS 3" OC AT EACH SIDE <br />I III I ° <br />I III I <br />I III I ° <br />I III I <br />I IH I <br />° I III I o <br />I III I <br />I IH I <br />1 III I <br />o --lfa HI F1r---° <br />IX <br />I XI <br />II III II ° <br />o II III II o <br />II III II <br />° H-H ° <br />o II III II o <br />II III II <br />EXTERIOR WOOD <br />END <br />° It III II ° <br />o II 111 II o <br />° ° <br />EXTERIOR WOOD END <br />WALL OF MODULAR <br />ii ni ii <br />II HI II <br />° ° <br />WALL OF MODULAR <br />CUT OPENINGS IN WALLS AND CASE <br />II III II <br />II III II ° <br />I <br />WITH 3/4" A.C. PLYWOOD AND CASINGS <br />o <br />ON EACH SIDE, NO ROOF LOAD ON <br />II III u ° <br />END WALLS <br />II nI II <br />o II III II ° <br />III II <br />MODULAR #1 <br />°r 11 III II ° <br />° ° <br />- <br />MODULAR *2 <br />o II III II o <br />II III II <br />° <br />�y <br />CONNECT BUILDINGS TIGHT AT SIDE WALL <br />II III II <br />LOCATION AND COVER CONNECTION WITH <br />o II III II o <br />24" GALV FLASHING OVER TOP OF METAL <br />0" III II <br />SIDINGS WITH SILICONE CAULK. SCREW WITH <br />° ii iii ii o <br />*IOX 3/4" SMS WITH NEO WASHERS 3" OC <br />AT EACH SIDE. <br />II III II <br />° II III II ° <br />o II III II o <br />° 11 III II ° <br />°I>< <br />I><k° <br />STEEL MAIN I BEAM <br />STEEL MAIN I BEAM <br />w <br />d <br />EXISTING CONCRETE <br />EXISTING CONCRETE <br />5UILDING CONNECTION DETAIL <br />811XI(o" STACK BLOCK FROM TOP OF EXISTING <br />SLAB TO BOTTOM OF STEEL FRAME WITH 2" <br />CONCRETE CAP ON TOP OF BLOCK, <br />I <br />SIDE VIEW <br />PIER DETAIL SECTION �4) <br />N,T,S, <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT tN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />N, T. S, <br />SOME MODULAR BUILDING STRAPS HAVE BEEN <br />REMOVED FROM LOCATIONS SHOWN. NEW STRAPS <br />CAN BE ADDED BY WRAPPING STRAP AROUND <br />STEEL FRAME AND CONNECT TO ANCHORS <br />-IEAD WITH DOUBLE <br />TENSION HEAD AND EXPANSION TYPE BOLT <br />Single Disc <br />Anchors <br />Earth anchor with disc and double fastening and <br />tensioning head. <br />VON 61' Disc <br />0120000 48" L, 5/8" Shaft; <br />0120003 48" L, 3/4" Shaft; <br />0120001 36" L, 3/4" Shaft: <br />With D" Disc <br />0120020 60" L, 3/4" Shaft; Each <br />Galvanized Single Disc (R) <br />'0 <br />0120400 48" L, 5/8" Shaft Galv., +. <br />0120401 48" L, 3/4" Shaft Galv., <br />0120402 60" L, 3/4 Shaft Galv.. <br />0120003 <br />AncherNeadWith <br />f <br />agBoll <br />y <br />f <br />0120009 2-Pc. Unit; <br />0121009 Galvanized,"J t <br />Double tensioning device for use on dry concrete <br />or existing concrete slabs. <br />y <br />4"X1(o"X16" CONCRETE BASE PAD WITH <br />411X16"XI(o" PAD TO BE BELOW 8"XI&" STACK BLOCK FROM TOP OF <br />GRADE MINIMUM 8" ON SOLID PAD TO BOTTOM OF STEEL FRAME WITH <br />COMPACT SOIL. 21' CONCRETE CAP ON TOP OF BLOCK, <br />EXISTING GRASS AREA <br />HOME PRIDE EARTH ANCHOR WITH <br />3/4" SHAFT 3611 LONG AND SINGLE <br />roll DISC AND DOUBLE FASTENING <br />AND TENSION HEAD <br />W <br />.Q <br />} <br />STEEL MAIN I BEAM <br />EXISTING GRASS AREA <br />SIDE VIEW <br />FIER DETAIL. SECTION <br />N,T,S, <br />I HEREBY CERTIFY THAT I NAVE REVIEWED THE ATTACHED <br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER <br />16, SECTION 160E OF THE FLORIDA BUILDING CODE FOR 120 MPH <br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE <br />ENTIRE 2001 FLORIDA BUILDING CODE AND ALL 200E SUPPLEMENTS <br />T.L. HANSON P.E. LICENSE NO. 38684 <br />P.O. BOX 1128, DADE CITY, FL 33826 <br />�y <br />Z <br />W <br />f <br />y C <br />wa00� M <br />, <br />Zi�NZ <br />14 <br />CA <br />0 <br />U) <br />m <br />U 0) <br />z % s�Z <br />cA c� z z �° T z <br />zw �r(� <br />W <br />0 a� <br />2 <br />a� <br />O zZ <br />N W <br />o <br />4 u� <br />0 <br />0 <br />W <br />O <br />3 <br />0 <br />al � <br />O <br />z <br />m <br />Q 0 <br />lU (A <br />O � <br />n LL <br />0-. <br />W <br />(- O 3: <br />to %0 N <br />ru <br />Z <br />Aa <br />FG <br />2OF2 <br />