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<br />COMPOSlTE PANEL WALL TO WOCO DECK
<br />
<br />FRAME AND ALUYINUY
<br />SCREE~, VINYl OR GLASS 'HALL
<br />SEE DETAILS SECTlON 2 OR 5
<br />
<br />o CEN TER LEDGER PIER
<br />@ 2.xS. JOIST HANGER EACH END
<br />@ BRIDGING 48. O,C.
<br />HOST STRUCTlJRE
<br />
<br />EPS WALL PANEL
<br />
<br />
<br />
<br />I
<br />,
<br />5/8. Pl 'fW000 I
<br />F' ACE GRAIN
<br />PERPENDIC1.JlAR
<br />TO JOST I
<br />
<br />3/4. PLYWOOD DECK '"
<br />
<br />LEDc(R SUPPORT
<br />
<br />
<br />ALUYINUM POST SEE TABLE
<br />
<br />WIDTH (VARIES)
<br />KNEE BRAG( REQUIREI>
<br />F'OR HElGHT OVER 4'-0-
<br />
<br />3-1/2. CONCRETE SlAB
<br />
<br />3/4. PLYWOOD DECK '"
<br />
<br />3/8-x5. BOLT
<br />
<br />4.x4. P.T,? OR
<br />3.xJ.xO.D90. ALUM.
<br />
<br />NOTES:
<br />1) ALL WALL F'RAMING 15. O.e. (EXCE?TlON: 24. O.e. F'OR WOOD STORAGE ROOM)
<br />2) PIER POST CAN BE BOLTED TO SlAB OR CONTlNUOOS F'OOTER OR HAVE
<br />ISOlA TEl> CONCRETE F'OOTER EACH PIER. SEE DETAIL
<br />3) CENTER STRINGER REQUIRED ONL'f If' DEPTH Of' DECK EXG(EDS 10'-0.
<br />4) HURRICANE ANQ-iOR EACH JOIST TO CENTER STRINGER
<br />
<br />POST TO WOOD DECK
<br />
<br />nPlCAL WOOD DECK
<br />
<br />2.x4. TOP PLATE
<br />P. T. PINE
<br />
<br />. --- HURRICANE ANQ-iORS ANO AL TERN A TE
<br />STlJOS TOP AND BOTTOM
<br />(2) INTERNAL L's OR
<br />RECEIVING Q-iANNEL
<br />- 2-1/4. t BOLT
<br />BOl TS EACH ANGLE
<br />(4) '10 x 1-1/2. SMS
<br />EACH ANGlE
<br />
<br />
<br />LAG SCREWS
<br />3/4. PLYWOOD DECK SEE TABLE
<br />
<br />#10 x 1. WOOO SCREWS W/
<br />WASHERS (3) PER PANEL
<br />
<br />\
<br />
<br />/ ALUMINUM COVER (SEE CONNECTlON TO
<br />HOST STRuCTlJRE)
<br />
<br />2_x4. STlJDS
<br />
<br />
<br />~ . . .
<br />J/:-: ,.,
<br />~ 1/4. x 2- LAG BOLT / ////// / /
<br />
<br />(2) PER POST
<br />~./ 1.x2. TOP AND 80TTOIA ISOLATED fOOTER
<br />.",. PLA TE. SCREW 2' O.C.
<br />- POST 2-x2.xO.044. EXTR.
<br />~ ,10 x 1-1/2. SCREWS (3)
<br />/'" PER POST YIN. TOP AND BOT.
<br />
<br />
<br />1-1/2. X 3. X 0,062.
<br />RECEiVING CHANNEL
<br />18 x 1/2. S.Y,S. 0 S. O.C. YiN,
<br />
<br />SHEDULE OF ALLOWA8LE LOADS~ox ROOF' AREA F'DR ANCHORS
<br />ANCHORS iNTO 'NOOO FOR OPEN BUILDINGS
<br />
<br />1/4. x 1-1/2. LAG SCREW
<br />w/ 5/8. 'HASHER 0 24. D.C.
<br />
<br />ALLO'HABLE LOADj!.4ox LOAD AREA(SF) 0 120 YPH WIND LOAD
<br />, ANCHORS 1 2 3 4
<br />Dio. ANCHORx EYBEOMENT
<br />1/4.x ,. 254#/1 I -SF 528'/22 - Sf' 7921/33-SF 1,0561/ 44-SF
<br />1/4.x 1-1/2. 3951/15-Sf' 7921/33-Sf' 1,1881/49-Sf' 1,5841/ 55-Sf'
<br />1/4.x 2-1/2. 560l/27-Sf' 1,320l/55-SF 1,980l/82-Sf' 2,540l/109-Sf'
<br />5/15.x 1. 3121/13-SF 6241/26-Sf' 9361/ 39-Sf' 1,2481/ 52-Sf'
<br />5/16.x 1-1/2. 4681/19-SF 9361/38-Sf' 1,4041/ 59-Sf' 1,8721/ 78-Sf'
<br />5/16.x 2-1/2. 780l/32-Sf' 1.5601/54-Sf' 2,3401/ 97-Sf' 3,120l/130-Sf'
<br />3/8.x ,. 3561/15-Sf' 7121/30-Sf' 1.0681/ 44-Sf' 1,4241/ 59-SF
<br />3/8.x 1-1/2. 5341/22-SF 1,0681/44-Sf' 1,6021/65-Sf' 2.1351/ 89-Sf'
<br />3/8.x 2- 1 /2. 890l/37-SF 1,780l/74-Sf' 2,570l/111-Sf' 3.560l/148-Sf'
<br />
<br />BOl T SEE T A8LE
<br />U-CliP
<br />LAG SCREW SEE TABLE
<br />
<br />ANCHORS iNTO CONCRETE F'OR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOADj!.4ox LOAD AREA(Sf') 0 120 MPH WIND LOAD
<br />I ANCHORS 1 2 3 4
<br />Dio. ANQ-iORx E!.lBEDfoIENT
<br />
<br />1/4.x 1-1/2-
<br />3/8.x 1-1/2-
<br />1/2.x 2-1/4.
<br />
<br />7571/31-Sf' 1,5141/53-Sf' 2.2711/95-Sf' 3.0281/125-Sf'
<br />1.0571/44-Sf' 2.1141/88-Sf' 3.1711/132-SF 4.2281/175-Sf'
<br />1,4431/50-Sf' 2.8861/120-Sf' 4,3291/1aO-Sf' 5,7721/240-Sf'
<br />
<br />THROUGH sa.. TS POST TO 8EAI.! F'OR OPEN 8UILDINGS
<br />ALLOWABLE LOADj!.4ox LOAD AREA(Sf') 0 120 IAPH WINO LOAD
<br />I THROUGH BOlTS 1 2 3
<br />Dia. A.>,jCHORx(LENGTH '" POST THICKNESS + 1/2.)
<br />1/4.x t+1/2"" 2.3551/ 98-Sf' 4,7121/195-Sf' 7,0681/294-Sf'
<br />3/8.x t+1/2- 5,3001/221 -Sf' 10,5001/442-Sf'
<br />1/2.x t+l/2- 9.4251/393-Sf'
<br />
<br />LAC SCREwS
<br />SEE TABLE
<br />
<br />
<br />TABLE 1: ~ ROOf' AREA FOR AlUlAlNtJM POST F'OR A HOUSE PORCH
<br />F'OR ALLOWABLE ROOf' AREA USE . AREA. a S X (W /2 + O.H.)
<br />EXAIAPlE: .S-= 7' , W = 12', '" O.H. += 2' THUS: .AREA. = 55 Sf'
<br />POST TYPE 1AA)(, AllOW. ROOF AREA FOR VARIOUS TYPE POST iN Sf'
<br />
<br />,. X 2' CHANNEL
<br />
<br />POST HEIGHT POST I,IAX 1 WALK-ON UP TO 55 I/S.F. AND 120 IAPH WIND LOAD
<br />3-x_3'xO.06O- _ROLL FORMED..
<br />r- 9. 8.760
<br />
<br />157
<br />
<br />3.x_3.xO.06O. _SCALLOPED.
<br />10'-10. 10,000
<br />
<br />3.x_3'x_0.9O. _TlJBE.
<br />"'-10. 14,850
<br />
<br />3'x_3-x 0.125. _TlJBE"
<br />11'- 8. 19,440
<br />
<br />190
<br />
<br />SCREEN ROOM WALL TO WOOD DECK
<br />
<br />YIN 2500 PSI CONCRETE WITH 5x5-1Oxl0 'ii.W.M.
<br />OR F'IBER !.IESH TYPICAL
<br />J (1) 15 BAR CONT. . (12 14 BAR CONTI
<br />
<br />
<br />",,. 'ESH CONCOm DOES ",. ~ ~
<br />NOT REQUIRE 'HIRE MESH
<br />FLA T SLOPE / NO F'OOTiNG YOOERA TE SlOPE F'OOTiNG STEEP SlOP€ FOOTlNC
<br />o - 2./12. 2./12. - 1'-10' > 1'-10'
<br />SlAB DETAILS ADDRESSING EROSION
<br />
<br />APPROVED SIDING
<br />AS REQUIRED
<br />1/4.x3. BOlTS OR
<br />T-BOLTS INTO CONC.
<br />SlAB 0 24. O.c. w/
<br />1/8'xl-1/2. WASHERS
<br />+--
<br />3-1/2.
<br />-t-
<br />
<br />
<br />ALUMINtJM BEAM FRAMING
<br />INTO CORNER Of' WOOO F'RAMED UTlUTY SHED DETAIL
<br />. _____ P.T. 2'x4"
<br />
<br />WALl SECTION
<br />
<br />
<br />1/4. Tl-iRU 80LT (1)
<br />
<br />AlLiMINUM CASTlNG
<br />POST 3.x 3.x ___.
<br />SEE TABLE F'OR
<br />POST WALL THICKNESS
<br />1/4. IAASONR'f ANCHOR
<br />(2) PER POST iNTO CONCRETE
<br />SCREEN R9(;M (2) 0 POST
<br />AND 2'-0 O.e.
<br />
<br />3- 1 /2"
<br />
<br />
<br />
<br />AlUUINUU CONVENTIONAl CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />1/4. l,IASONRY ANCHOR
<br />(2) PER POST TO CONCRETE
<br />SCREEN ROOIA (2) 0 POST
<br />ANO 2'-0. O.C.
<br />ALUMINUM SCREEN ROOM WALL
<br />UNDER WOOD fRAME PORCH
<br />
<br />NOTE:
<br />
<br />277
<br />
<br />ALTERNATE POST: 4. ,c 4. P.T.P.
<br />
<br />TO WOOD DECK OR BEAM
<br />FOR ALUMINUM ROOf'
<br />
<br />VIRGIN SOL
<br />
<br />543
<br />
<br />4.x_4.x 0.125. _T1JBE.___
<br />15'- 9. 26,190
<br />
<br />. AlLO'f 5063 T - 5
<br />.. ALLOY 3105 H15
<br />
<br />~99
<br />
<br />REPLACED SOIL
<br />3/8. X 3-1/2. THRU 80LT
<br />1/4. X 2-1/4. EXPANSION BOLT
<br />(2) EACH PER BASE
<br />15' X 16. X 4. CONCRETE PAD
<br />80 Ibs. 2500 PSI CONCRETE
<br />
<br />~ 3. X 3- AlUI.!. POST OR tb
<br />(2) 15 BARS EACH WA'f 4. X 4- P.T.P. POST IN
<br />GAlV. POST ANCHOR AND
<br />IA~XiM~M UPUFT 1 -10-. (4) 1/4.x 2-1/4. TAPCON
<br />15 x15 5481 - 12 3-1/2. SlAB ----
<br />24 .x24. 9781 -10-
<br />3O.x30. 1,3881 ~ 16. 1,111'4. ~ F'ASTENERS (SEE ANCHOR SCHEDULE)
<br />
<br />POST TO CONCRETE PAD DETAIL
<br />
<br />POST TO SlAB DETAIL
<br />
<br />NOTE: NO FOOTiNG REQUIRED EXCEPT WHEN AOORESSiNG EROSION
<br />2' -0. foI1N.
<br />BEF'ORE SLOPE
<br />
<br />Joe NAME: J.e~C\{; I e~
<br />ADORESS: l'l ".5 C, 0
<br />
<br />'" :2
<br />c3~ :I
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<br />0" Vi
<br />:J(:z ~'" 0
<br />cJ O~ j
<br /><110 ,.,
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<br />It'l It'l
<br />doo ~~
<br />10 0 ",,,,
<br />~ ~~;;7~
<br />c3 "'ION"
<br />" '" ... 10
<br />;8.g~~76
<br />... 0'- 1000
<br />~~:g.r-.~a;'
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<br />
<br />
<br />Sl-iEE T I
<br />
<br />~
<br />
<br />Of' ~
<br />
<br />DRAWING FOR ONE PERMIT ONLY
<br />
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