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<br />24'-0' <br /> <br /> <br />-, <br />I <br /> <br /> 2)'-0' <br /> 22'-0' <br /> 21'-0. <br /> 20'-0' <br /> 19'-0. <br />Vl <br />~ <br />a. 18'-0' <br />Vl <br />W <br />..... <br />Vi 17"-0' <br />0 <br />a. <br />::l: <br />0 16'-0. <br /><..> <br />lr <br />~ lS'-O' <br />::l <br />'-' <br />lr 14'-0. <br />w <br />a. <br />::l <br />Vl <br />a 1)'-0. <br />z <br />...: <br />:::Ii 11'-0. <br />...: <br />w <br />CD <br /> 11'-0. <br /> 10'-0. <br /> g'-O. <br /> 8'-0. <br /> <br />H t=j~~]--~~_u <br />6'-0.-- I r-;;:-'-- <br />I <br /> <br />8'-0. <br /> <br />-=c=, -=t-- - <br /> <br />9'-0. --1-- 10'-0. -,- "'-D. <br /> <br />12'-0. <br /> <br />6'-6. <br /> <br />7"-6. <br /> <br />8'-6. <br /> <br />9'-6. <br /> <br />10'-6. <br /> <br />"'-6. <br /> <br />SIoI 5CR~ &AU <br />SIoI CAARY B(AlI <br />PJJI ()l SJJlO....Ol PAHns <br /> <br />TRIBUTARY WIDTHS OF ROOF PANELS <br />(sa: AIl01,t OIAalAll) <br /> <br /> <br />SUPOl I <br />OJ flUl <br /> II <br /> I <br /> , <br />Ccc.Ul/H I <br />TRIBUTARY <br />'M0111 <br /> <br /> <br />Sheet d~ OF t..J..l <br /> <br />t <br />SINCE <br />1960 <br /> <br />FOR: <br /> <br />KEN ZECHIEL, PA <br />CONSULTING ENGINEERS <br /> <br />These Standards & Plans Meets The 2001 <br />Florida Building Codes with Current Revisions <br />Maximum Wind Speed rrph <br /> <br />CARRY EDGE BE.uI & SUPER G~,rTI'ER COMPOSITE <br />TRIBUTARY PANEL lYlDTHS AND :;PAN CURVE CRART <br /> <br />Aluminum Pan Rool or Foaml Aluminum Skin c..01T'4l0Slte Roof Panols <br />Maximum Carry Beam & Super Guller Spans at verlous tributary ~kJlhs <br />COMPOSITE SPAN CURVES. 130 IT'4lh maximum wind volOClly <br /> <br />KENNETH C, ZECHIEL. P,E. 09931 <br /> <br />Main Offirt}: 800 E, North SI. Tarrpa. Florida 33604 <br />(113) 237-1933 FAX: (813) 234-8804 <br /> <br />4316 New Rivemills Patkway Suite 12 <br />Valrico, Florida 335904 <br />(813) 689-2775 FAX:(813) 657~1I950 <br /> <br />NOTE CAN USE TYPICAL AND Al TERNA TE <br />CARRY BEAM" SUPER GUTTER CONNECTION <br />DETAILS ON PAGE 10 <br /> <br /> <br />(2) 112". 3-112" galvanized bolt <br />thru 2x21c. I 25 angle6 & into",,,1 <br />2..75Y.!"'l<.125- eX1ruded <br />connector ch.lnnel. <br />(2) 3/8".3- conallle .nchor thru <br />",ternal oX1ruded connector 10 slab. <br />(2) 3/8''><3" ooncrllle anchon; ttvu <br />oX1ernal a~1e6 conneclon; inlo <br />olab. 2-31.' minimum penotr.lion <br />inlo ola b. <br /> <br />(2) 1f2". ..,12" galvanized boll <br />Ihru 2x2..25" .ngle6 & inlernal <br />/__.11, -- 3.75-x2....125- e.trudedc:onnoctor <br />V chana <br /> <br />4 x,l (2) Itr.:r conaete anchor Ihru <br />10 "I onl8<nal eX1rudOO conneclor 10 slab. <br />~ (2) I trx3' concrllle .nc:hor'ltvu <br />&X1ernal a~1e6 conneclon; onlo <br />~m,1 .,It olab. 2-31. monmum penotr.loon <br /> <br />'T:f~,,: ..:'~ ":: !..:?,]~00/ oIab. <br />:::{::::::~:: ,':::}:'. ':::, ' ::::::::::::ij~::::::::::::::::::: <br />:":'>:":'>:":'>:":'>:.':'>:":'>:":":':":'~:':<<,\<.:-.:..:.:< <br /> <br />:,:,:,::,:,~,':,:,:,,':,':,:.::: .. <br />:::(i:l1/:J:\s//i <br /> <br />POST rtPES FOR VARIOU5 C-'RRY IIEAIoIIGUTUR SPANS BE~EN PQ<lTG <br />,----------.----.... . <br />~OO3_.13'.0" .1Nl.X..Ilp8l\.O.6:.tritUarywilih d P"""IL_- I <br />Jx.3x..12~__ I J' .1"_,-.16'_ max.&pat\, ft .6'Jrjbulary. wllnh 01 saml:. <br />......h:.125 Hi' ,... '25' max. 'f\an \l 6' InbtJtM)' >M(tlh cl ~.1"'''.! <br />