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SECTION 8 I 111.00' E-l 0,044" J ALUMINUM FRAMING COMPONENTS A = 0.24 In.' WT = 0.28 pH, Ix = 0.14 In. ' Sx = 0.18 In,' 6063, - T6 A = 0.50 In.' WT = 0.57 pH, Ix = 0,28 In.' Sx = 0.37 In.' 6063 - TO f 1.98', O.055"E]] 2" X 2" X 0.055" PATIO SECTION SCALE: 114" = l' 1" X 2" X 0.044" OPEN BACK SECTION SCALE: 114" = 1" f 1.98", 0'032"f + D" A = 0.32 In.' WT = 0.37 pH. Ix = 0,10 In, ' Sx = 0.24 In.' 6063 - TO f 1.90", O~f + u 2" X 3" X 0.050" PATIO SECTION SCALE: 114" = 1" 2" X 2" X 0.032" PATIO SECTION SCALE: 114" = 1" f 1.98', O'030"'f + D A = 0.36 In.' WT = 0.41 pH. Ix = 0.19 In,' Sx = 0.26 In.' 6003 - TO ,2,00"1 . oo~.I + n 2" X 2" X 0.036" PATIO SECTION SCALE: 1/4"" 1" f 1,90", 0.044"E]J A = 0,64 In,' WT = 0.74 pH. Ix = 0,75 In.' Sx = 0.70 In.' 0063 - TO A = 0.75 in' WT = 0.80 pH. Ix = 1.53 In.' Sx = l,071n,- 6063 - T6 2" X 4" X 0.050" PATIO SECTION SCALE: 1/4" - I" A" 0.42In,- WT = 0.49 pH. Ix " 0.23 In. ' Sx = 0.31 In.' 6063 - T6 f 2.00" 1 a-r + 8 0,044" - j 2" X 2" X 0.044" PATIO SECTION SCALE: 114" = 1" A" O.Olln,- WT" 0.69 pH. Ix = 0.77 In.' Sx = 0.69 In,' 6063 - T6 2" X 3" X 0.045" PATIO SECTION SCALE: 114" = l' Lawrence E. Bennett, P.E. eM. ENGINEER. DEVELOPMENT CONSUl. rANT po. 80X 4388. SOUTH DAYTONA, Fl32121 TELEPHONE (904) ,.7....n.. ."" ''''', 787'.5!Ill SEAL PAGE 196 C COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMtSStON OF LAWRENCE E. BENNETT. P E SCREEN. VINYL & GLASS ROOMS' I SECTION 3 MINIMUM 3-112" SlAB ON GRADE OR RAISED FOOTING (SEE DETAILS FOR FOOTINGS) SELECT EDGE BEAM TABLE 3.1.1 AND I OR TABLE 3.1.2 '- 'LW - FOR MAX. UPRIGHT LENGTH 1" x 2' ~ I " J: 1 ROOF VARIES NO MAX. (ELEV. SlAB OR ON GRADE) TYPICAL GlASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING . (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) , , ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) LOAD WIDTH FOR ROOF BEAM r-- LW~l I t::: P12 SOLID ROOF SIZE BEAM AND UPRIGHTS (SEE TABLES) L O.H. P = PROJECTION FROM BLDG. LW = LOAD WIDTH VARIES L P VARIES--l TYPICAL SCREEN I GLASS ROOM SCALE: 114" = 1'-0" EXISTING STRUCTURE NOTES: ANCHOR l"x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 0" OF UPRIGHT ANCHOR l"x 2" TO WALL WITH 2-112" '10 SHEET METAL SCREWS WITH WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND '10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM tABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P12 ... O.H. Lawrence E. Bennett, P .E. eMl ENOINUR. OE\II;Lllf'IlENT COHSU. TANT P.O. BOX 4388. SOUTH MYTONA, FlU12' TELEPHONE (104) 1I7....n4 FAX (104) 717-1558 SEAL PAGE C COPYRIGHT'll9ll NOT TO 8E REPAOOUCEO IN WHOlE OR IN PART WnHO\lT THE WRITTEN PERMISSION or: LAWRt:NCE E. RENNEn. P,E I 77