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I ~\ -.,-..-",=,.=,.=,.-=-" "- <br />\ I F"="="=';- .,-..-..- '-. ~ <br /> <br /> <br />'1 ~~r5" I <br />J: ::;j w ! <br />!i 5 <br />3 I/B"X3'X06' ii ~ <br />RECEIVING CHANNEL I ~ <br />FASTENED TO ~ALL STUDS ~ ~ <br />CF HOST STRUCTURE AT ! ~ <br />EACH S-;-UD ',JITH CNE II <br />1/4"Xl 1/2"LAGAND 3/4' i i ~ <br />I,JASHER C~ROSIc:!N ,RESISTIVE!i : c <br />Ii i = <br />ENLARGED VIEW @ <br />ALTER~ATE ROOF CONNECTION <br /> <br /> <br />~~~:~IES~'~ ~~~E~~CIIY 120 MP~ ~3 SEC:uS'; / i <br />!tJ:P=R-:-~,\iCE F~C-O;R C 77 <br />[XP::';SU,RE CATAGJRv B <br />:N~ERNAL PRESSURE COEF~lC1ENT=,/-C <br />C&C DESICN WIND PRESS~RE =~20/-28 PSF <br />SCREEN PRESSURE=:4 PSF <br />M6X =EFLC::CTICN =246' L/6C=168/60=2.8u ALLiJ\vEJ <br />MA:< ,'-1JME,NT (.CJA,',E_S;=7,6CC IiN LBS <br />,'vi A X F = B E ,R S if< E S S = M C / I = 1 4 , 7 7 0 :> S 1 <br /> <br /> <br />2'x3'X,04S' ALl.i,"1j,'~UM COLUN,"! <br />'\ NOTE SEE ALTERNATE:: CONSTRUCTION DETAIL <br />\ USING lx2 OPEN SAC.l( 1,.//2X2 TUBE <br />\ SEE CO,\JNECTION DETAIL FLJR EITHER <br />WOOD DR CONCRETE DECK <br /> <br /> <br />i <br /> <br />'~~I" <br /> <br />I: I, <br />! 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MAX <br />(2) RO\JS STAGGEREJ <br /> <br />!-----<6.--!- 24'MAX O,C.-__ <br />I TYPICAL <br /> <br />DETAIL OF <br />POST TO DECK <br />CONNECTION <br /> <br /> <br />ENLARGED VIEW @ <br />TYPICAL ROOF CONNECTION <br /> <br />3'x4'x.:)32' CCMPOSJE PANEL <br />ROor- fAST[,'J ''/1 ;;I4x4 112' <br />@ 12' O.C AT ENDS AND RAKES <br />CR <br />i2'x3' x032' RISER PAN ROOf <br />F".ASTE:\J 1'/1 (3) lliOx3/4' \JASHERI i--iT--------'I <br />SEAL ~D TECH SCRE\JS@ 30TH ENDSI ~ \ <br />& 6' D.C. AT RAKE EDGES ; @ '. \ <br /> <br />#10 X 5/8' HEX HD CORROSION RE:SISTANT <br />METAL SCREW,WASHER&SEAl <br />APPRCX 4' DC MAX, AS SHOWN ~ - - - - - - <br />r C3 SeRE \.j S /Pb"NE l BO THE NDS) I r =06 rN4 1-2,-1 <br />/ABCVE L~12' USE (5) SCRE\,S/PANEL' '" t~l <br />\--1/------ -------- ~ : lllOx~ ~.2~ ': ! T <br /> <br />\ v-~ I ~i"lnr-~I <br />k ADD IX2 OPE" 3ACK e <br />\T oWt .__ INSIDE <br />\ t ~ j\ AL TERNA TE CONSTRUCT ION <br />1 '\ AL TE,RNATIVE cASTENING METHOD! ALUM COLUMN DETAIL <br />/" fASTEN CAPRI CLIPS I,j/ I AL TERNATlVE 10 2x3 slUr <br />2'x3'X,04'5' 1...\,j/(2) ~lOx3/4' TECHS FeR CONVERSiON Of <br />ALUM COLUMN EACH flANGE I [XlSTlNG SCREE," ROQ.'-1S <br />_ _ _ _ --L- \~T~ 2x2 STUE,S _ _ <br />i'-r 2'x]'X.C4S' AL COLUMN <br />I / (J'x3'X04S' 2 4 CORNERS) <br />r(2) 1110 SMS <br />CORROSION RESISTANT(2) <br />r \' x2' AL'.Ao\ <br />3ASE PLATE CTY: <br /> <br />I <br />I <br />-----~ <br />2 1/2d X ; 1/2' ,~U:E::VING CHAN>i[L- <br />THRU BeLTED TO POST ',.;ITH <br />5/16-18 BCl -;-S F'JR SI~E BEAM <br />CORROSION RESISTD.I'JT BCl TS, <br />\"/ASi--TRS, NUTS- TYPICAL <br /> <br /> <br />(~ '.: ~ <br /> <br />~10'TAPCONS 3 1/2~ i \---C:ONC. SLAB <br />..... -CiJRROS10N RESI.STANT I I' <br />':;<.....;;. ~IN :HBE::;M[NT ' <br />',----s.--:-24.~AX JC.-- <br />2'x3'X.045' I I TyPICAL <br />..... <br />"- DETAIL AT <br />~ POST TO SLAB <br />I'x3'x84S' - -------.... CONNECTION <br />CAULK 3E~\JE:N fRAME _ <br />MEM3ER ANJ nOST STRUCTURE ----- - - <br />ATTAC~ TO HOST STRUCTUR[ , <br />"'-,,-< 4'^ " AC' SN-ViS ,~, ~ <br />W L " ~lr....X....,; _: U \...,.,,1:. 'tV ~=: <br />C,C. REVIEW DATE: . Q... <br /> <br />CITY OF ZEPHY- LJ&,l)o, <br />BUILDING OFFICIAL~6 <br /> <br /> <br />ATTACHED SCREEN ROOM <br />WITH RISER PAN ROOF <br />OR COMPOSITE PANEL ROOF <br />ON DECK OR CONCRETE SLAB <br />~fAY ALSO HAVE ACRYLIC OR VINYL "BLOW OuT" <br />WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED <br />EXCEED 75 MPH, 3 SEC GUST <br /> <br />DETAIL OF <br />SIDEBEAM <br />CONNECTION <br /> <br />2'x3'X.045 <br /> <br />~L-L- <br />CONNECTION DETAIL OF <br />POST TO 2"x3" 5MB <br /> <br /> <br /> <br />ALJMl(;C::< P!j. 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