Laserfiche WebLink
<br />SECTION 8 I <br /> <br />n,.00" <br /> <br />0.044"E] <br /> <br />ALUMINUM FRAMING COMPONENTS <br /> <br />A = 0,24 In.' <br />WT = 0.28 pH. <br />Ix = 0.14 In, ' <br />Sx = 0.18 In.' <br />6063. - T6 <br /> <br />A = 0.50 In.' <br />WT = 0.57 pH. <br />Ix = 0.28 In.' <br />Sx = 0.37 In.' <br />6063 - T6 <br /> <br />f 1.98"1 <br /> <br />0.055" f + 1] <br /> <br />2" X 2" X 0.055" PATIO SECTION <br />SCALE: 114" = 1" <br /> <br />1" X 2" X 0.044" OPEN BACK SECTION <br />SCAlE: 1/4" = 1" <br /> <br />f 1.98"1 <br />0'032"f + 1] <br /> <br />A = 0.32 In.' <br />WT = 0,37 pH. <br />Ix = 0.18/n. ' <br />Sx = 0.24 In.' <br />6063 . T6 <br /> <br />f 1.98"1 <br /> <br />O~~f + D <br /> <br /> <br />2" X 3" X 0.050" PATIO SECTION <br />SCALE: 114" = 1" <br /> <br />2" X 2" X 0.032" PATIO SECTION <br />SCALE: 114" = 1" <br /> <br />f 1.98"1 <br />0'036"l + n <br /> <br />A = 0.36 In,' <br />WT = 0.41 pH. <br />Ix = 0.19 In,' <br />Sx = 0.26 In.' <br />6063 - T8 <br /> <br />f?OO"1 . <br /> <br />oo~.f + U <br /> <br />2" X 2" X 0.036" PATIO SECTION <br />SCALE: 114" = 1" <br /> <br />f',98", <br /> <br />0.044"f + n <br /> <br />A = 0.64 In.' <br />WT = 0.74 p.l.f. <br />Ix = 0.75In.' <br />Sx = 0.70 In.' <br />6063 - T6 <br /> <br />A = 0.75 In" <br />WT = 0.86 p.l.f. <br />Ix = 1.53 In.' <br />Sx = 1,07 In" <br />6063 - T6 <br /> <br />2" X 4" X 0.050" PATIO SECTION <br />SCALE: 114". 1" <br /> <br />A = 0.42 In.' <br />WT = 0.49 pH. <br />Ix = 0,23 In.' <br />Sx = 0.31 In.' <br />6063 . T6 <br /> <br />f2.00"1 <br /> <br />8_; <br />0.044" + J <br /> <br />2" X 2" X 0.044" PATIO SECTION <br />SCALE: 114" = 1" <br /> <br />A = 0,61 In.' <br />WT = 0.69 p.I.!, <br />Ix = o.n In.' <br />Sx = 0.69 In.' <br />6063 - T6 <br /> <br /> <br />2" X 3" X 0.045" PATIO SECTION <br />SCALE: 114" = 1" <br /> <br />Lawrence E. Bennett. P.E. <br />CIVIl ENGINEER. DEVELOPMENT CONSUl. rANT <br />P,O, BOX 4., SOVT1I OAYTONA. FL 32121 <br />TELEPHONE (804) 7117-4714 <br />FAX CleM) 781-8558 <br /> <br />SEAl.. <br /> <br />PAGE <br /> <br />196 <br /> <br />C COPYRIGHT'_ <br /> <br />~~;~;~~~~E~~;~Vn~O~;mENPE_SSKlNOFLATE;~~~N 3 <br /> <br />MINIMUM 3-112" <br />SlAB ON GRADE OR <br />RAISED FOOTING <br />(SEE DETAILS FOR <br />FOOTINGS) <br /> <br />SELECT EDGE BEAM TABLE 3.1.1 <br />AND10R TABLE 3,1.2 <br /> <br />L. 'LW ~ <br />FOR MAX. <br />UPRIGHT <br />LENGTH I" x 2" <br /> <br />VARIES NO MAX. (ELEV. SLAB OR ON GRADE) <br /> <br />~ <br />I <br />" <br />:r <br />! <br /> <br />ROOF <br /> <br />TYPICAL GlASS ROOM WITH SOliD ROOF. TYPICAL FRONT VIEW FRAMING <br />'(HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WAlL BEAM) <br /> <br />., AlTERNATE CONNECTION AT <br />FASCIA AlLOWED (SEE <br />SECTION 7 FOR DETAILS) <br /> <br />LOAD WIDTH <br />FOR ROOF BEAM <br />lLW~l <br />I r- P/2 <br /> <br />SOLID ROOF <br /> <br />SIZE BEAM AND UPRIGHTS <br />(SEE TABLES) <br /> <br />l O,H. <br /> <br />P = PROJECTION FROM BLDG, <br />LW = LOAD WIDTH <br /> <br />VARIES <br />L PVARIES-J <br /> <br />TYPICAL SCREEN I GLASS ROOM <br />SCAlE: 114" = 1'-0" <br /> <br />EXISTING <br />STRUCTURE <br /> <br />NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 114"x2.114" CONCRETE <br />FASTENER MAXIMUM OF 2'.0" ON CENTER AND WITHIN 6" OF UPRIGHT <br />ANCHOR 1" x 2" TO WAlL WITH 2-1/2"11I10 SHEET METAL SCREWS WITH <br />WASHERS 2'.0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNAlLY <br />OR WTH ANCHOR CLIPS AND 11I10 SCREWS AND WASHERS. <br /> <br />SELECT FRONT WAlL BEAM FROM 'tABLE USING LARGER LOAD WIDTH <br />VAlUE OF P/2 OR P/2 + O.H. <br /> <br />Lawrence E. Bennett. P.E. <br />CMI. EHOINEEFl. DEllRllf'IENT com.. TANT <br />p,O, lOX 43e8, SOVT1I OAYTONA, FL :1212' <br />TELEPHONl! (1041 7"..n4 <br />FAX (t04J 781-8551 <br /> <br />C COPYRIGHT 1999 <br />NOT TO BE REPRODUCED'" WHOlE OR IN PART WITHOUT THE WRlnEN PERMISSION OF LAWRENCE E. 8ENNETT. P E <br /> <br />SEAL <br />PAGE <br /> <br />77 <br />