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<br />SCREENED ENCLOSURES: SCREEN I \tIHvL ANb SOLID COVER <br /> <br />3" HEADER EXTRUSION <br />Nfl x 9/16" 1EK SPACm Af <br />fl" o.c. 11011 I <;lIll <; <br />';1 AlAN! <br /> <br />111l x 1 1/;>" SMS OH WOOD <br />WOOD SCIlI W (1) PIll HAl II Il <br />Oil IIlllS:; 'All <br />[XIS liNG mus:; OH RAI IUl <br />R'O X 3/4" S.M.S. OR WOOD <br />SCREW SPACED Al 12" O.C. <br /> <br />3" Roar PANEL <br />EXISTING fASCIA <br /> <br /> <br />SEALANT <br />/' <br />~/ S HEAOER EX1RUSION <br />~. fl8 x 9/16" TEK SPACED AT <br />~ _/----- f5' O.C. ROlH SIDES <br />.;' ~ ....---_.. __ SfAIANl <br /> <br />- I lOll MASONIlY USE 1/4" x <br />1-1/~' TAPCON ANCHOR OR <br />EQUAL SPACm A T 2~" a-c. <br />Z rOR WOOD USE 110 )( 1-1/2" <br />:t- S.M.S. OR WOOD SCREWS AT <br />12" O.C. <br />-<~" 3- ROOF PANEL <br /> <br />EXISTING HOST STRUC1URE <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />~.~-==~ <br />t-- /~~/" <br /> <br />.~./ /'''~ . -- <br />",#/ ~_./.'. .......----. <br /> <br />r-ij"'-' - <br />,,,,,,,,,,,..' .,- I <br /> <br />-7- <br />," "" -- - ---~=;t~ <br /> <br />';rAIANI <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOTFS: WOOD smUCTURES SHOUED CONNECT TO muss Buns OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 1~% or SCREWS r.AN m: OlJ1SIDE lIff muss Buns / SUB-FASCIA AND TI~OSE AREAS SHALL HAVE <br />DOUB1.f: ANCHORS. All smfWS INlO IIIL HOST STRUCTURE SHAll. HAVE MIN. 1-1/~- WASHERS <br />OIl SHAlL BE WASil Ell III ADm sellE W:; <br /> <br />HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS <br />LOAD CONDIllONS <br />GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22 II/SF 32 II/SF 57#/SF <br />L CONCf~E1E 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>(2) @ l' O.C. <br />/. WOOD FRAME 1/4"x2" lAG SCREWS @ 6" 0_C.-------------->(2) @ 1" O.C. <br />SCREEN, VINYL, AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH <br />1. CONCRETE 1/4"x1--1/S" CONcr~ETE SCREWS <br />'} WOOD FRAME 1/4"x2" LAG SCREWS @ 12" <br /> <br />22#/SF 32 #/SF 57#/SF <br />@ 12" 0.C.----->2 @ l' O.C. <br />0.C.----------->2 @ l' O.C. <br /> <br />// <br /> <br />NO II. I I!JEIl 1.41 "H CONCI~r II DOl:; <br />NO! IU.QUIHl WII~[ MLSH <br /> <br /> <br />NOll: IF LOCAl E HAS ^ <br />MINI rOOTING SPEClrlCA N, <br />MUM SHALL SUPERCEDE mESE <br /> <br />(1) (/5 BAR CaNT. <br /> <br /> <br />~J- <br />/~ :n I 8" I <br /> <br />(1) (/4 BAR CaNT. <br /> <br />2' 0" MIN. <br />UEJORE SLOPE <br />. I 1 - <br />-~--------~._-[-~-------- <br />______ ----l,----- <br />/~' 0'1 <br /> <br />//- ~..' <br />~ <br />I a" I <br /> <br />. <br />N <br /> <br />rt A r SlOPE / NO FOOliNG <br />o 7"/12" <br /> <br />Non. NO roo liNG I XCIPT WilEN ADDRESSING rlWSION <br />MIN. 7500 I'Sf. CONCllf Il w/ {i x (j l(J x 10 ~ t> <br />WI L1Jrl) W"~I ME Sit Oil f IBEll ME SII CONCllFlf { ~ <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER .t DEVELOPMENT CONSULTANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX 1/ 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN Fr\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />;m.-' <br />