Laserfiche WebLink
<br /> <br />II> <br />~ <br /> <br />- <br />...J <br /> <br />~ <br />E <br />~ <br /> <br />DOUBLE CARPORT <br /> <br />'II <br /> <br />R <br />-I <br />,)( <br />II <br />II <br />~, lI: W At = 'N 2+tLh. <br />.... ,... .....,. .%~~ ~ <br />:-:-:-:-:-:-:-:X:-:-:-:-:-:-:"~ / <br />':-:-:-:-:-:-:-:fL':' :-:.:-:-:. <br />:-:-:.:-:-:. :-:X:-:-:.:-:-:-:-: <br />.:-:-:-: -: ': .:-: 1}: -: .:-:-:-:.:-:- <br />:-:-:-:.:-:':-:X:-:-:.:-:-:-:-. <br />':-:-:-:-:':':-:1[:':':-:-:':-:' <br />:-:-:':-:-:-:':-11-:-:':-:-:-:-:: <br /> <br />n <br />.i... <br />II <br />II <br />II Overhang ..ades <br />II <br /> <br />w <br /> <br /> <br />NOTE: For beam span length "A" for <br />Table 2 eQU<Jls the !at'gef of : A =W <br />A =W/2+o.h. <br /> <br />1/2 I <br /> <br />. sl~e <br />- <br />12 <br /> <br /> <br />FRONT VIEW SINGLE OR <br />-DOUBLE BAY CARPORT <br /> <br />1/2 r <br /> <br />. slope <br />- <br />12 <br /> <br />w <br /> <br />w <br /> <br />END ~EW DOUBLE CARPORT <br /> <br />DATE <br /> <br />DESffilPTIOO <br /> <br />SINGLE CARPORT <br /> <br /> <br />q,) <br />~ <br /> <br />~ <br />... <br />~ <br />II <br />II <br />A~W 2+o.h. <br /> <br />w <br /> <br />~ <br />...J <br /> <br />~ <br />E <br />g <br />co <br /> <br />1/2 I <br /> <br />. slope <br />- <br />12 <br /> <br />"V( for pan size see <br />Table 10 after comput- <br />ing · A. largest V'<llue. <br /> <br />END VIEW SINGLE CARPORT <br /> <br />TABLE 1: ISOLATED FOOTINGS <br />ISOLATED FOOTING FOR BELOW <br />FOOTING TYPE & SIZE <br />POURED CONCRETE <br />l'O"X 1 'O"X 1 '0" <br />"4"X ,'."X ,'a" <br />,'a"x l'6"X 2'0" <br />l'S"X l'S"X 2'0" <br />l'S"X l'S"X 2'6" <br />2'O"X 2'0"X 2'6" <br />2'6"X 2'6"X 2'6" <br />PRE-CAST SLAB WITH SO lb. <br />1'-4" x 1'-4" x 2'-0" (TO <br /> <br />fJ Bolts 5/16 x 3 1/t <br />per schedule. <br /> <br />3" :< 3" post per <br />schedule. <br /> <br />5/16 x 3 1/2" bolt. <br /> <br />2 - 2 1/4" x 1/4" <br />T-bolts per Dase. <br /> <br /> <br />Concrete slab Of <br />isolated footer. <br /> <br />POST AND BEAM <br />CONNECTiON DETAIL <br /> <br />MAXIMUM ROOF AREA FROM CARPORT POST WI <br />LISTED WIND VELOCITY UPLIFT LOADS, <br />100 HPH "OMPH <br /> <br />29 <br />86 <br />'63 <br />1S7 <br />275 <br />346 <br />463 <br />SACK-CRETE <br />SLAB) 117 <br /> <br />120HPH <br /> <br />25 21 <br />12 61 <br />136 116 <br />156 134 <br />229 196 <br />288 257 <br />385 331 <br />ON TOP <br />97 56 <br /> <br />LA WRENCE E. EENNETT <br />OVl ENGHEER .Ie DOOOMNT CONSULTANT <br />P,O, BOX 4:368 S. DA'r'1"(:NA, F1.. .32121-4J08 <br />PHONE: (904) 253-9960 <br /> <br />WHITE ALUMINUM <br />d.b.a. <br />Aluminum &Jilding Systems <br />1107 Netih Thcmos Rd., Loesburq Aorld~ J27~ <br />Phooe: (904) 7~-n66 Fax. 19O#) 787-9J29 <br /> <br />RE\1SlCNS <br /> <br />~"'r."""'~."'I';t.~:~~.~--""."::4:-~:-,""".:'''-'!'-'''''':''''''''':-''~ ,...~. '-'_'_-~_"''''''''';''':~'''''~''''~''-'''''-?'-';'''~-.~'''':'.J1':''~''"'~.'...........,.,..,~..,.....- ''''''4- ..!'" <br /> <br />TABLE 2: MAX. ROOF BEAM SPANS FOA ALL CAAPORTS 6063 T-6 A: LOY <br />6!AM !IZE " FOR SPAN: L ON DRAWING USE "A": W + O.H. ~R "'II" <br />2 X 3 ~ ~.05 TI,LT BEAM EXAMPLE: "A":7'+2':9' SEE 9' WIDTH "A" <br />WIDTH A WALK ON R:/,~20 MPH W.L. '00 MPHII.L. "0 MPH W.L. <br />5, 6 0 9'3" 13'5" <br />6, 1'4" 13'5" 7'13" <br />7, 619" 7'10" 1'1" <br />8, 6'4" 7'4" 6'S" <br />9, EXAMPLE 5"'" 6'10" 6'3" <br />10, 5:13:: 6'6" 5'11" <br />" 5 5 6'3" 5'8" <br />12' 5'2" 5"'" ",,, <br />,"x 4"X 0.05" TILT BEAM ... ... <br />5' 9' 9" <br />6' 13' 11" <br />7' 8 t 3" <br />13' 7' 9" <br />9' 7' 3" <br />10' 6' 11" <br />11' 6'7" <br />12' 6' 3" <br />2"X 4"X 0.120" S.H,a. <br />5 ' <br />6' <br />7 ' <br />8 ' <br />9' <br />10' <br />11' <br />12 ' <br />2"X 5"X 1.54" S.M,B. <br />5' <br />6' <br />7 ' <br />13' <br />9' <br />10' <br />II' <br />12' <br />2"X 6"X 0.135" S,H,S. <br />5' <br />6' <br />1 ' <br />s' <br />9' <br />10' <br />II' <br />12' <br />2"x 7"x 0.130" S,H.B. <br />5' <br />6' <br />7 ' <br />S' <br />9' <br />10' <br />,,' <br />12' <br />2"X S"X 0.224" S.H.S. <br />5' <br />6 ' <br />1 ' <br />s' <br />9' <br />10' <br />11 ' <br />12' <br />2"X 9"X 0.224" S,M.S. <br />5' 28'3" 33'1" <br />6' 26'2" 30'3" <br />7' 24')" 213'0" <br />S' 22'13" 26'2" <br />9' 21'.1. 24'8" <br />10' 20')" 23' 5" <br />II' 19'4" 22'4" <br />12' 18'6" 21'4" <br />NOTE: FOR SCREEN OR VINYL ROOM FRONT WALL SEE TABLE 4 OF <br />PREVIOUS SECTION ON GLASS ROOMS. <br /> <br />1" 3" <br />10'3" <br />9 I 61' <br />8 111" <br />13'5" <br />13'0" <br />7'7" <br />7'3" <br /> <br />12' 10" <br />11' a" <br />10' 10" <br />10' I" <br />9'6" <br />:)'0" <br />SIt 11. <br />8(3" <br /> <br />14' 10" <br />13'6" <br />12'6" <br />1" 8" <br />1" 0" <br />10' 5" <br />10'0" <br />9'0" <br /> <br />lS'2" <br />13' 10'. <br />1 2' 10" <br />12'0" <br />11'3" <br />'0'8" <br />10'3" <br />9'9" <br /> <br />17' 5" <br />'6'0" <br />14' '0" <br />13' 10" <br />13'0" <br />, 2' I" <br />11'10" <br />11' 3" <br /> <br />17' '0" <br />16'5" <br />15'0" <br />14' I" <br />'3' 3" <br />12'5" <br />'2'0" <br />11 i 5" <br /> <br />19'6" <br />'7' 10" <br />16'5" <br />15'5" <br />14'6" <br />13'9" <br />13'2" <br />12'7" <br /> <br />20'6" <br />18'9" <br />11'4" <br />16'3" <br />15'4" <br />14'6" <br />13' 10" <br />13'3" <br /> <br />22'S" <br />20' 7" <br />'9' 1" <br />17' 10" <br />16'10" <br />15' 11" <br />15' 2" <br />14'6" <br /> <br />26'S" <br />24'2" <br />22'." <br />20 ',11" <br />19'8" <br />lS'8" <br />17' 10" <br />11' I" <br /> <br />30'6" <br />27' 11" <br />25' 10" <br />2.'2" <br />22'9" <br />21' 7" <br />20'7" <br />'9'8" <br /> <br />10'3" <br />9'5" <br />8'8" <br />8'2" <br />7'13" <br />7'3" <br />6' 11" <br />6'8" <br /> <br />13'S" <br />12'4" <br />, 1 '5" <br />10' ," <br />'0'1" <br />9'6" <br />9' 1" <br />S'8" <br /> <br />16'0" <br />14'7" <br />13' 6'. <br />12'1" <br />1 1 ' 11" <br />11' 9" <br />10' 9' <br />10'4' <br /> <br />18'9" <br />'7' I" <br />15'10" <br />14' 10" <br />14'0" <br />13'3" <br />12'8" <br />12' I" <br /> <br />20'7" <br />18'9" <br />17' 5" <br />16'3" <br />15'4" <br />14'S" <br />13' 10" <br />13'3" <br /> <br />21'11" <br />25'S" <br />23' 7" <br />22'0" <br />20'9" <br />19'8" <br />18'9" <br />18'0" <br /> <br />28," 9" <br />21'7" <br />25'7" <br />23'11" <br />22'6" <br />21' 4" <br />20'." <br />19'6" <br /> <br /> <br />VA - 000197 <br /> <br />CARPORTS <br />