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<br />SECTION 8 I
<br />
<br />n LOO'
<br />.~-,.
<br />0044'L J
<br />
<br />ALUMINUM FRAMING COMPONENTS
<br />
<br />A = 0,24 In'
<br />WT = 0.28 p.l.f,
<br />Ix = 0.14 In, .
<br />Sx = 0,18 In.'
<br />6063, - T6
<br />
<br />A = 0.50 In"
<br />WT = 0.57 p.l, f.
<br />Ix = 0.28 In, .
<br />Sx = 0.37 in.'
<br />6063 - T6
<br />
<br />,1,98'1
<br />
<br />0,055' f + lJ
<br />
<br />2" X 2" X 0,055" PATIO SECTION
<br />SCALE: 114' = l'
<br />
<br />1" X 2" X 0,044" OPEN BACK SECTION
<br />SCALE: 1/4' = l'
<br />
<br />t 1,98'1
<br />O'032'f + n "
<br />
<br />A = 0.32 In,'
<br />WT = 0,37 p.l.f.
<br />Ix = 0.18 In, .
<br />Sx = 0,24 In,'
<br />6063 - T6
<br />
<br />t 1,98'1
<br />
<br />'~~f + n
<br />
<br />
<br />2" X 3" X 0.050" PATIO SECTION
<br />SCALE: 1/4' = l'
<br />
<br />2" X 2" X 0.032" PATIO SECTION
<br />SCALE: 1/4' = l'
<br />
<br />t 1.98'1
<br />O'036''f + n
<br />
<br />A = 0,36 in,'
<br />WT = 0,41 p.l.f,
<br />Ix = 0,19 In,'
<br />Sx = 0.26 In"
<br />6063 - T6
<br />
<br />,2,00'1 .
<br />
<br />'~~f + U
<br />
<br />2" X 2" X 0.036" PATIO SECTION
<br />SCALE: 1/4' = l'
<br />
<br />f1.98'1
<br />0.044'f + n
<br />
<br />A = O,64ln,-
<br />WT = 0,74 p.l.f.
<br />Ix = 0,75 In,'
<br />Sx = 0.70 In.'
<br />6063 - T6
<br />
<br />A = O,751n,-
<br />WT = 0.86 p.l.l',
<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: 1/4'. l'
<br />
<br />A = O,421n,-
<br />WT = 0,49 p.l.f.
<br />Ix = 0,23 in,'
<br />Sx = 0.31 In,'
<br />6063 - T6
<br />
<br />,2,00'1
<br />
<br />B_,
<br />0,044' - + J
<br />
<br />2" X 2" X 0.044" PATIO SECTION
<br />SCALE: 1/4' = l'
<br />
<br />A = O,611n,-
<br />WT" 0,69 p.l.f,
<br />Ix = 0.77 in.'
<br />Sx = 0,69 In"
<br />6063 - T6
<br />
<br />2" X 3" X 0.045" PATIO SECTION
<br />SCALE: 1/4' = l'
<br />
<br />Lawrence E. Bennett, P.E.
<br />CNJt ENGINEER - OEVElOPMEHT CONSUl TANT
<br />P.O. BOX 4381. SOUTH DAYTONA. Fl 32121
<br />TELEPHONE (904) 187-4774
<br />FAX (1104) 781,8558
<br />
<br />seAL
<br />PAGE
<br />
<br />196
<br />
<br />C COPYRIGHT 1999
<br />NOT 10 BE REPRoouceo IN WHOlE OR IN PART WtTHOUT THE WRlnEN PERMISSION OF LAWRENCE E_ BENNETI. P E.
<br />
<br />I SECTION 3
<br />
<br />SCREEN, VINYL & GLASS ROOMS
<br />
<br />MINIMUM 3-1/2'
<br />SLAB ON GRADE OR
<br />RAISED FOOTING
<br />(SEE DETAILS FOR
<br />FOOTINGS)
<br />
<br />SELECT EDGE BEAM TABLE 3,1.1
<br />AND 1 OR TABLE 3,1.2
<br />
<br />'- 'lW -
<br />FOR MAX,
<br />UPRIGHT
<br />LENGTH l' x 2'
<br />
<br />VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
<br />
<br />~
<br />I
<br />.
<br />:x:
<br />1
<br />
<br />ROOI'
<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 />1 LW_1
<br />I r- P/2
<br />
<br />SOLID ROOF
<br />
<br />SIZE BEAM AND UPRIGHTS
<br />(SEE TABLES)
<br />
<br />1. 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: 1/4' = 1'-0'
<br />
<br />EXISTING
<br />STRUCTURE
<br />
<br />NOTES: ANCHOR l' x 2' OPEN BACK EXTRUSION WITH 1/4'x2-1/4' CONCRETE
<br />FASTENER MAXIMUM OF 2'-0' ON CENTER AND WITHIN 6' OF UPRIGHT
<br />ANCHOR l' x 2" TO WALL WITH 2-1/2' #10 SHEET METAL SCREWS WITH
<br />WASHERS 2'-0' ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY
<br />OR WTH ANCHOR CLIPS AND #10 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 />eM!. EN<JIPEER 'llEVROf'IEHT COHSU. ToWT
<br />P.O. BOX 4388. SOUTH DAYTONA, Fl32121
<br />TELE_(II04)787~17'
<br />FAX 11(4) 781-8558
<br />
<br />Cl COPYRIGHT 11l1l9
<br />NOT TO BE REPRODUCED IN WHOlE OR IN PART wtTHOUT THE WRITTEN PERMlSS10N Of" LAWRENCE E_ BENNETT, P E
<br />
<br />SEAL
<br />PAoe
<br />
<br />n
<br />
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