Laserfiche WebLink
<br />I <br />f <br />! ~ <br /> <br />ATTACHED ALUMINUiV1 COVERS <br /> <br />i <br />J. .. <br /> <br />I}. .. <br />3"x :."xO.040" ROLL FORM. <br />10'..,-0" <br />11'- ._8" <br />13.....-4.. <br />15'"..-0" <br />3"X:I"XO.060" ROLL FOAM- <br />11'--0" 3,600 200 164 <br />1;.::'"lO" 2,700 150 123 <br />14'--8" 2,100 117 95 <br />16'- '.6" 1,575 88 73 <br />3"x.3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-G ALLOY <br />11'-10" 3,408 189 155 <br />13'-10" 2,556 142 116 <br />15'-10" 1,988 106 87 <br />17'-10" 1,491 83 68 <br />3"x j"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY <br />11'-10" 5,184 <br />13'-10" 3,888 <br />15'-10" 3,024 <br />17'-10" 2,268 <br />3"x ; I"X 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY <br />13'.-9" 6,912 <br />16'..-1" 5,184 <br />18'-..4" 4,032 <br />20'- -7" 3,024 <br />4"x ,~"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY <br />15'--9" 9,312 <br />18'- -5" 6,984 <br />21'--0" 5,432 <br />23'-..8" 4,074 <br />- AL.Of 3105 H16 <br />1. HIE SMALLER ROOF AREA OF LIVE <br /> <br /> <br />2,381 <br />1,786 <br />1,389 <br />1,042 <br /> <br />132 <br />99 <br />77 <br />58 <br /> <br />288 <br />216 <br />168 <br />126 <br /> <br />384 <br />288 <br />224 <br />168 <br /> <br />517 <br />388 <br />302 <br />226 <br /> <br />103 <br />81 <br />63 <br />47 <br /> <br />236 <br />177 <br />137 <br />103 <br /> <br />314 <br />236 <br />133 <br />137 <br /> <br />423 <br />317 <br />247 <br />185 <br /> <br />99 74 ':j3 <br />74 " ,", 33 <br />~O <br />sa .,3 ~) .-:" <br />--' <br />43 33 1!J <br />150 113 6t-; <br />113 8.l 50 <br />83 Co 38 <br />66 32 20 <br />142 107 ,,') <br />0_ <br />107 80 "'y'U <br />80 62 35 <br />62 47 27 <br />216 162 94 <br />162 1~2 71 <br />120 95 55 <br />95 71 41 <br />288 216 126 <br />210 162 94 <br />1GB 10' 73 <br />..0 <br />126 95 55 <br />388 '291 163 <br />291 218 127 <br />226 170 09 / <br />170 127 74 <br /> <br />DEAD LOAD AND WIND LOAD SH LL GO ERN <br /> <br /> + A V- <br />I ~~~-,,~:';~~~ ISOLA TED FOOTINGS <br />~ ". "..' . ~ fBt <br />IMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING .. <br />FT LOADS FOR BELOW LISTED WIND VELOCITY <br />ING TYPE &: SIZE 100 MPH 110 MPH 120 MPH <br />ED CONCRETE <br />l'-O"X l'-O"X 1'-0" 29 25 21 <br />1'-4"X l'-4"X 1'-4" 86 72 61 <br />l'-S"X l'-6"X 2'-0" 163 136 116 <br />1'-8"X l'-8"X 2'-0" 187 156 134 <br />I' -8"X l' -8"X 2'-6" 275 229 196 <br />:?' -O"X 2' -O"X 2'-0" 346 288 257 <br />:?'-6"X 2'-6"X 2'-6" 463 386 331 <br />:::AST SLAB WI 80' SACK-CRETE <br />::KFILl OVER SLAB <br />"-4"X l'-4"X 2'-4" 117 97 56 <br /> LAWRENCE E. BENNETT, P.E. <br /> CIVIL ENGINEER & DEVELOPMENT CONSUI.:rANT <br /> P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br /> PHONE 1 (904) 767-4774 <br /> FAX , 1 (904) 767-6556 <br /> ~W~(IIfll~' <br />'(RIGHT, 1006 3 <br />;, BE REPRODUCED IN WHOLE OR IN B>.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. ~ <br /> 52 <br />" <br /> <br /> <br />I <br /> <br />MA> <br /> <br />UPll <br />FOC,T <br />POUlt <br /> <br />PRE-: <br />&BA' <br /> <br />C COF <br />NOTT' <br /> <br />'---...I <br />