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<br />( <br /> <br />\ <br /> <br /> <br />---- <br />----- <br /> <br />:;;;~;;;~~ <br /> <br /> <br />scFi~ENED ENcLoSURES: SCR <br /> <br />N I VINYL ANIj StlLlb ~UVEn <br /> <br />';'AI ANI <br /> <br />S. IIrAfllH Ixmu~;lON <br />HII x 9/11;". II.K ~WAClI1 AI <br />II" (J.C nOli I <;11l! ,; <br />';'AIANI <br /> <br />, 10 x ,.- I/'Y. "lA.s. Oil WOOf) <br />WOO/l SCllrw (1) pm flArfrr~ <br />on muss IA" <br />[XIS liNG muss on HA! ILll <br />, 10 x 3/1". S.M.S OR WOOf) <br />SCHEW S"ACID Al 12.. OC <br /> <br />:r IlOOf I' ANI I <br />I XI'; mu; I ASClA <br /> <br />~~ <br />/" .-- <br />,~ ~/ <br />~ .-------------- <br /> <br />r~=J <br />~.I <br /> <br />,,"-,-,""---..~. <br /> <br />~-,,- ....... <br /> <br /> <br />F'-~T <br />Q:L- <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />SENANT <br /> <br />;r IIEN)m EXTRUSION <br />fie x !l/16" IEK SPACEO AT <br />If O.C. BOIH SIDES <br />Sf AI ANI <br /> <br />rOR IMSONRY USE 1/4.' ~ <br />1 - I / ~ - lAPCON ANCI-lOR OR <br />EQUAL SPACED AT 24.. O.C, <br />fOR WOOf) USE tlO II 1-1/2' <br />S.M S. OR WOOD SCREWS f..t <br />12.' O.C. <br />3" ROOf PANEL <br /> <br />. EXISTING HOST STRUCTURE <br />WOOf) fRAME. MASONRY OR <br />OTllfJl CONSmUCnON <br /> <br />WALL DETAIL <br /> <br /> <br />IoJ[)II <; WOOl) SIIl\JCIIJR[S SIIOUUJ CONNI ClIO muss B IS OR IHE SIJl:!-rAsr.IA !RAMING WHERE POSSIOI,E <br />ONI Y 1';% 01 sClnws CAN [II. mil"")! IIW lH ,; BUllS I SUB.!ASCIA AND IHOSE AREAS SIIAll HAl/[ <br />.,f SIIl\JCIUfl[ SIIAI' IIAvr MIN. I 1/~- WASII[RS <br /> <br />I-lOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS <br />LOAD CONDITIONS <br />GLASS RooMs WIND VELOCITY LOADS DEAD + LIVE LoADS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 2211/SF 32 II/SF 5711/sF <br />1 C:ONcr~r IF 1/'1"xl 1/8" CONCr~LTE scr~EWS @ 17" 0.c.----->(2) @ l' O.C. <br />) WOOD r PAMI 1/'1"x7" I AC sun ws @ 6" O.c.-.~n-.n--~-->(2) @ 1" o.c. <br />SCREEN. VINYL, AND CARPORTS <br />Has f .STRUCTURE 102 MPH 110 MPH 120 MPH 22N jSr 32 h /SF 57 N /SF . <br />1 C()NCI~L'r l/'1"xl 1/8" CONC!<E1E SCREWS @ 17" 0.C.------>2 @ l' O.C. <br />) WOOf) r r~AMJ 1/'1"x7" lAG scmws @ 12" O.C..---nn ------>2 @ l' O.C. <br /> <br />;( .0'. MIN. <br />III 'om SI Of'1 <br /> <br /> <br />NOll: <br /> <br />I <br />- - -. - I <br /> <br />~ <br />;11 <br /> <br />/ <br />/ NO 11 IIllrll M[';I I CONcrl[ 11 !JO!S <br />NO 1 III Olllm wmr MF SIf <br /> <br />II A I SI OPt / NO I 00 liNG <br />o 7../17" <br /> <br />N(JII. N(J !OOllNr; r.xr:r"I WllrN APDnrSSINC rlWSION <br />MIN. 7500 PS.I. CUNCHE IE W/ 6 x 6 10 x 10 <br />WI I f)f IJ wlm MISIf OR !lIJrl~ M! SIf r.ONCHr II <br /> <br />SLAB DETAILS <br /> <br />G EROSION <br /> <br />(I) 14 BAR CONT. <br /> <br /> <br />- <br />./ <br />/ <br /> <br />/ <br /> <br />N <br /> <br />I 8" I <br /> <br />SlEEP SLOPE rOOTING <br />> 1'..10' <br /> <br />LA wtmNcE E. h ENNEtT, t'.E. <br />CIVIL ICNGlNEER A: Imvm.ol'MliNT CONStJl.J"ANT <br />PO. BOX 4368 SOUTH DAYTON^. "l 32121 <br />.'lO'IE t (90-41 767,H7~ <br />FAX' 1 (90~) 767.6556 <br /> <br />C COPYRIGHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN fY\R r WITHOUT WRITTEN PERMISSION "ROM LAWRENCE E. BENNETT. P.E. <br /> <br />