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<br />FRAME AND ALUMINUM
<br />SCREEN, VINYl OR GLASS WALL
<br />SEE DETAJLS SECTlON 2 OR 5
<br />
<br />o CEN TtR LEDCER PIER
<br />@ 2.x5. JOIST HANGER EACH END
<br />@ BRIDGING 48' O,Co
<br />HOST STRUCTURE
<br />
<br />
<br />5/8. PL Y'NOOO I
<br />F ACE GRAIN
<br />PERPENDICULAR
<br />TO JOIST
<br />
<br />WIDTH (VARIES)
<br />KNEE BRAct: REQUIRED
<br />FOR HElGHT OY(R 4'-0.
<br />
<br />J-l/2' CONCRETE SLAB
<br />
<br />3/a.x5. BOlT
<br />
<br />4'x4' Po T.Po OR
<br />3'x3'xOo090' ALUM.
<br />
<br />LEDGER SUPPORT
<br />
<br />
<br />EPS WALL PANEL
<br />
<br />3/4. PLY'NOOO DECl< "
<br />
<br />1-1/2' X J" X 0.062'
<br />RECEIVING CHANNEL
<br />,8 x 1/2. S,M.S. 0 6. O.C, MIN,
<br />
<br />SHED(JLE OF ALLOWABLE LOADSjMox ROOF AREA FOR ANCHORS
<br />
<br />ANCHORS iNTO 'NOOO FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOADjMax LOAD AREA(SF) 0 120 MPH WIND LOAD
<br />1 ANCHORS I 2 3 4
<br />Oioo ANCHORx EMBEDMENT
<br />
<br />1/4' x 1-1/2' LAG SCREW
<br />W/ 5/8' WASHER 0 24. D.C.
<br />
<br />1/4.x ,. 2541/11-SF 5281/22-SF 7921/3J-Sf 1,0561/ 44-Sf
<br />1/4'x 1-1/2' 3961/16-Sf 7921/33-SF 1,1881/49-Sf 1,5841/ 66-Sf
<br />1/4'x 2-1/2. 6601/27-Sf l,3201/55-Sf 1,980l/82-Sf 2.6401/'09-Sf
<br />5/16'x ,. 3121/13-SF 6241/26-Sf 9361/ 39-Sf 1,2481/ 52-SF
<br />S/16.x 1-1/2. 46Sl/'9-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. 120 11130- 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 1,5021/ 56-SF 2.1361/ 89-Sf
<br />3/8.x 2-1/2' 8901/37-SF 1,7801/74-Sf 2,6701/111 -SF 3.56011148-SF
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
<br />
<br />
<br />ALUMINUM POST SEE TABLE
<br />
<br />3/"'. PLY'NOOO OECK "
<br />
<br />ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOAD/l"ox LOAD AREA(Sf) 0 120 MPH WIND LOAD
<br />I ANCHORS 1 2 3 '"
<br />Dio. ANCHORx E!.IBEDMENT
<br />
<br />- BOLT SEE TABLE
<br />-- U-ClIP
<br />LAG SCREW SEE TABLE
<br />
<br />1/""x 1-1/2'
<br />3/a.x 1-1/2'
<br />1/2.. 2-1/""
<br />
<br />7571/31-Sf 1,5141/63-Sf 2,2711/95-SF 3.0281/'26-SF
<br />1,0571/"'4-Sf 2.1141/88-Sf 3.1711/132-Sf 4,2281/17a-SF
<br />1,4431/60-Sf 2.886#/120-SF 4,32911180-Sf 5.7721/240-Sf
<br />
<br />NOTES:
<br />1) AlL WALL FRAMING la' O.C. (EXCEPTlON: 2"" O.e. FOR WOOD STORAGE ROOM)
<br />2) PIER POST CA'4 BE Ba.-TED TO SlAB OR CONTINUOUS FOOTER OR HAY(
<br />ISOlATED CONCRETE FOOTER EAOi PIER. SEE DETAJL
<br />3) CENTER STRJNGER REOUIRED ONLY IF DEPTH OF DEO< EXCEEDS 10'-0'
<br />"') HURRICANE ANOiOR EAOi .JOiST TO CENTER STRINGER
<br />
<br />rtPlCAL WOOD DECK
<br />
<br />POST TO WOOD DECK
<br />
<br />
<br />3/4" PL YWOOO DECl(
<br />
<br />"0 x I" WOOO SCREWS W/
<br />WASHERS (3) PER PANEL
<br />
<br />\
<br />
<br />/ ALUIo4INUI.t COVER (SEE CONNECTlON TO
<br />HOST STRlJCTURE)
<br />
<br />-- HURRICANE ANCHORS AND ALTERNATE
<br />STVOS TOP AND BOTTOM
<br />
<br />(2) INTERNAL L's OR
<br />RECEIVING CHANNEL
<br />
<br />- 2-1/4. , BOlT
<br />BOl TS EACH ANGLE
<br />
<br />2'x4' STUDS
<br />
<br />
<br />2'x4. TOP PlATE
<br />Po To PINE:
<br />
<br />
<br />APPROY(D SIDING
<br />AS REQUIRED
<br />1/4.x3' BOlTS OR
<br />T-BOlTS INTO CONe.
<br />SLAB 0 24' OoC. W/
<br />1/B'.1-1/2' WASHERS
<br />-ir--
<br />3-1/2.
<br />t-
<br />
<br />6'.a. - 10xl0 WNf'
<br />WAlL SECTION
<br />
<br />
<br />1/4' THRU BOlT (I)
<br />
<br />1/4.x2' LAG BOLT
<br />(2) PER POST
<br />
<br />ALUIoAINUIoA CASTING
<br />POST 3'x 3'x ___'
<br />SEE TABLE FOR
<br />POST WALL THICKNESS
<br />1/"'. t.lASONRY ANCHOR
<br />(2) PER POST INTO CONCRETE
<br />SCREE~ RpqM (2) 0 POST
<br />AND 2 -0 O,C.
<br />
<br />AlU~INUIA CONvtNTIONAl CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />LAG SCREWS
<br />SEE TABLE
<br />
<br />THRO(JGH BOlTS POST TO BEA'" FOR OPEN BUILDINGS
<br />AlLOWABLE LOAD/l"ox LOAD AREA(SF) 0 120 MPH WIND LOAD
<br />I THROUGH BOLTS I 2 3
<br />Dio. ANOiORx(LENGTH .: POST THICKNESS + 1/2.)
<br />1/""x 1+1/2' 2.35el/98-Sf 4,7121/196-SF 7,0681/294-Sf
<br />3/a'x t+l/2' 5,300l/221-Sf 10,600l/4"'2-SF'
<br />1/2'x 1+1/2' 9,4261/39J-Sf
<br />
<br />LAG SCREWS
<br />SEE TABLE
<br />
<br />
<br />TABLE 1: "'AX. ROOF AREA FOR ALUMINUM POST FOR A HOUSE PORCH
<br />FOR ALLOWABLE ROOF AREA USE . AREA' = S X (W/2 + O.Ho)
<br />EXAMPLE: .S'= 7" , W = 12', &: O,H, += 2' THUS: .AREA' .: 56 Sf
<br />POST TYPE MAX. AllOW, ROOF AREA FOR VARIOUS TYPE POST IN Sf
<br />
<br />POST HEIGHT POST MAX I WAU<-ON UP TO 55 I/5.Fo AND 120 IoAPH WIND LOAD
<br />
<br />3'x_3'.0.060. .-ROLL FORt.lED..______
<br />7"- 9. 8.760 167
<br />
<br />3'._3'.0.060" _SCALLOPEO.___
<br />10'-10" 10,000 190
<br />
<br />,. x 2. CHANNEL
<br />
<br />(4) 110 x 1-1/2' SMS
<br />EACH ANGLE
<br />
<br />SCREEN ROOM WAlL TO WOOD DECK
<br />
<br />
<br />
<br />ISOLA TED FOOTER
<br />
<br />3- 1 /2'
<br />
<br />ALTERNATE POST: 4' ~ "," PoT,?,
<br />
<br />TO WOOD DECK OR BEAM
<br />FOR ALUMINUM ROOF
<br />
<br />VIRGIN SOIL
<br />
<br />REPL),CED SOIL
<br />J/B' x 3-1/2' THRU BOLT
<br />1/4. . 2-1/4' EXPANSION BOLT
<br />(2) EACH PER BASE
<br />
<br />16. x 16' . 4' CONCRETE PAD
<br />80 Ibs. 2500 PSI CONCRETE
<br />
<br />3"x_3'x_O, 90. _TUBE"
<br />,,'-10' '''',850 277
<br />
<br />3.x_3'.0.125._TUBE.
<br />11'- B' 19,HO 6-4J
<br />
<br />ALUI.tINUI.I BEAM FRAMING
<br />INTO CORNER OF WOOO FRAMED UTlUTY SHED DETAIL
<br />. _____ P,To 2"x4.
<br />
<br />1/4' MASONRY ANCHOR
<br />(2) PER POST TO CONCRETE
<br />SCREEN ROOM (2) 0 POST
<br />AND 2'-0. O,C.
<br />ALUMINUM SCREEN ROOM WALL
<br />UNDER WOOD FRAME PORCH
<br />
<br />"'.x_4'x 00125. _TUSE.
<br />'5'- 9' 26,\90
<br />
<br />. ALLOY 5063 T-a
<br />.. ALLOY 3105 Hla
<br />
<br />499
<br />
<br />~ 3' x 3" ALUM. POST OR ~
<br />(2) 15 BARS EAOi WAY "," x ",' P,ToPo POST IN
<br />GALV. POST ANOiOR AND
<br />MAX1MUI.l UPUF"T I --+ (4) 1/4.. 2-1/4. TAPCON
<br />la'xla' 5481 . 12.. ----
<br />24.x2"'. 9781 --+ 3-1/2 SlAa
<br />30'.30' 1,J881 ~ 16' MINo ~ FASTENERS (SEE ANCHOR SCHEDULE)
<br />
<br />POST TO CONCRETE PAD DETAIL
<br />
<br />POST TO SlAB DETAIL
<br />
<br />NOTE: NO FooTlNG REQUIRED EXCEPT WHEN ADDRESSiNG EROSION
<br />2'-0. MIN.
<br />BHORE SlOPE
<br />
<br />NOTE: FIBER MESH CONCRETE DOES
<br />NOT REOOIRE WIRE MESH
<br />F1.A T SLOPE / NO FOOTlNC
<br />o -
<br />
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<br />DRAWING FOR ONE PERMIT ONLY
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