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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />_liInnw..._ Allowlble Attributable Roof Area per POlt 'or Carports, <br />Pello Covers, end other Open Building. - ALUMINUM POSTS <br /> <br />I <br />..".... <br />Ii': <br />9-10. <br />11,1" <br />hI <br /> <br />10'.11 <br />2',3" <br /> <br />t <br />0'-0- <br />r:li" <br />Y.l" <br />r:y <br />iiliilif <br />1-0- <br />1,10' <br />1(':1" <br />-w.i" <br />"-'afit <br />1,10" <br />13'-10- <br />ml0" <br />I,W <br /> <br />Wfnd old. <br />~ o.-If. <br />II.. mum <br /> <br />Toilfln llH" <br />2.06-4 <br />r;...- <br />1204 <br />1103 <br />Loed n Lbs <br />'2);e <br />2. <br />1.5 <br />I 1 7 <br />n <br />3,4 <br />2, <br />1. a <br />1,491 <br />O. In lliI <br />2. I <br />I, 18 <br />!Q <br />142 <br />L~Lbs <br /> <br />~ <br />2,1/li1 <br />rrn <br />Load In Lb. <br />3.40 <br />2.5541 <br />,,9aa <br />1.491 <br /> <br />Aluminum poet~ <br />10f PH ~l MI'Ir r 1HIil5Ii" ~ <br />1~ , L I :FL' III L ~ <br />AI owaIl I Are. In Afluare HI orvailOua oa"di on Petal' <br />2". ".~ "MoIOW~truaO"or <br />12 103 110 r 9 T 6S <br />91 61 T 6li I 48 <br />11 0 52 I 46 T 3A <br />53 15. 39.- 3' T 2a <br />2'. ". 4.bs .. ~ ow ~tru.lon or <br />IlIff" 11 ,- 1~ ... <br />14 1~ 88 78 <br />0: eo . 6' -= <br />o 60 2, 4 37 <br />]'1 J[ 2 xOJrr ''lIOllow ~ualOn _ Arum "um <br />2iiO , 0 110 13 10 <br />ISO 12 11 00 <br />117 9 "2 <br />M' 41 <br />]" · -p I: oft '""1iOif orm .:AlUm num -Ihov 31 5 H.14 <br />140 119 1 2 74 <br />105' 58 <br />OJ! 43 <br />Al 4 40 33 <br />3".3.0., O'Rol orme -Afumnum 0 -14 <br />f> 1 1 Iii" 113 <br />159 1 11 1/W .. <br />124 10 9 1 68 <br />9 6i l' ~. <br />3 . '.0:0; ....ut. _liift_ lumlnum <br />'" I 0 14 31 10 <br />10 la 111 9a -on <br />11 Il9 ee 76 62 <br />aa 75 85 5 4 <br /> <br />Example: <br />Find Roor Are. Needed; Aree III 'A'; Posl 5padng :'S'; Slructure ProfecUon = W: <br />A. S)( (W/2 + a.H.); If '5' e 7', W = 12'. end O.H. ,. 2' then: 'Atea',. 56 Sq. FI. <br />For. 10'.1'" posland 120 m.p.h. wind load or 23' I Sq. FI. potl chofces .re: <br />1 J 2" x 3" x 0050" Hollow Extruslan <br />2) All POSI sizes Holed _the 2" x 3" x 0,044" HoIIaw Sectlan <br />Not.: <br />- Jab conditlans dietele. POSI helght 01 10' In. 120 MPH wind 'one, . 3" x 3" Roll Formed COULD NOT <br />BE uled because when it Is more than 10'''" It CIIn only support 39 SF of roof. On lhe oIher hand, . 3" )( 3" Fluted <br />Post with I POll heighl of 10'- r can lupportln lrel or 128 square 'eet 0' .re.. Thus, des'on must..filly both <br />height and .r.. requtrements. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIl EHG/Nl;ER, ~OPMENT CONSUlTANT <br />P.O. BOX ,,_. SOUTH DAYTONA. Fl32121 <br />TELEPHONE (1I04)7a7-4114 <br />FAX (104) lal-8558 <br /> <br />SEAL <br />PAGE <br /> <br />70 <br />SECTION 2 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOlE OR tN PART WITHOUT THE WArnEN PeRMISSION OF LAWRENcE E. IEHNEn. P.E. <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />1- <br /> <br /><I' <br /> <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br />SCALE: 1/4" = 1" <br /> <br /> <br />2" x 2" x 0,063" ANGLES <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br />SCALE: 1/4" = 1" <br /> <br />ALUMINUM TUBE COLUMN <br /> <br />CONCRETE ANCHORS (SEE <br />SCHEDULE) <br /> <br /> <br />~ <br /> <br />EXTRUDED AlUMINUM BASE <br />OR BREAK FORMED U-ClIP <br /> <br />"'" <br /> <br />CORROSION RESISTIVE STEEL <br />THRU BOLT PER SCHEDULE <br /> <br />CONCRETE SLAB OR FOOTING <br /> <br />NOTE: ATTACHMENT DETAilS SHOWN REQUIRE <br />' DIAGONAl BRACING FOR FREE-STANDING <br />COVERS <br /> <br />TUBE COLUMN BASE SCHEMATIC INTERNAL BASE <br /> <br />SCALE: 1/4" = 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CI\IIl ENG1OlEER. ~OPMENTCONSUlTANT <br />P.O. BOX.... SQU1M DAYTONA. Fl32121 <br />TELEPHONE (104) 101-411' <br />FAX 11041781-8558 <br /> <br />SEAL <br />PAGE <br /> <br />60 <br /> <br />C COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOlE OR IN PART YIIlHOUT THE WRlnEN PEAMISSlON OF LAWRENCE E. BENNEn. P E <br />