|
<br />
<br />.; ~
<br />d ~
<br />~o a
<br />0" ~~ in
<br />:Jiz 0
<br />",J o~ z
<br />ClIO .., J
<br />"'d .0 '" ij
<br />8.J~ ~
<br />~.. ~
<br /> ..0, ~
<br />j"' ~Ig ~
<br />o~
<br />.Jia ~~~ " J",
<br />z ~~
<br />"'''' <3
<br />~'i ,,~8 .... '"
<br />~~ ~~:Jl ~ ~~
<br />~5 ~ :!a
<br />~~a ~ ~ij
<br />","' o"g 0:
<br />~o: .. ~~
<br />~~'" z
<br />"'~ "';;;
<br />~~:S .. ..'"
<br />~g ~i~ ~ ;~
<br />n "" ... ..;
<br />
<br />FRAME AND ALUMINUM
<br />SCREE~, Vi~Yl DR GLASS 'HALL
<br />SEE DET~L5 SECDON 2 DR 5
<br />
<br />o CEN TER LEDGER PIER
<br />@ 2-.6" JOIST HANGER EACH E~D
<br />@ BRIDGING 48. D.C.
<br />HOST STRUCNRE
<br />
<br />SHEDULE OF ALLOWABLE LOADS!Max ROOF AREA FOR ANCHORS
<br />
<br />
<br />5/8' PL '!'WOOD
<br />FACE GRAIN
<br />PERPENDICULAR
<br />TO JOIST
<br />
<br />WlOTI-i (VARIES)
<br />KNEE BRACE REQUIRED
<br />FOR HEIGHT O\IE:R 4'-0'
<br />
<br />3-1/Z- CONO'lETE SlAB
<br />
<br />3/8-.5' BOLT
<br />
<br />4..4. P.T.? OR
<br />3'xJ-.0.090' ALUt.I.
<br />
<br />LEDGe:R SUPPORT
<br />
<br />EPS 'HALL PANEL
<br />
<br />ANCHORS INiO 'HOOO FOR OPEN BUILDINGS
<br />
<br />1-1/2. x 3- x 0.062-
<br />RECEiViNG CHANNEL
<br />18 . 1/2. 5.,\,1, S. 0 5. O. C. MIN,
<br />
<br />3/4. PL'!'WOOD DECK
<br />
<br />ALLOWABLE LOAD/Max LOAD AREA(SF) 0 1 ZO ",PH WIND LOAD
<br />I ANCHORS 1 2 3 4
<br />Dio. ANCHOR. EMBEDMENT
<br />
<br />'"
<br />
<br />1/4. . 1-1/2' LAG SCREW
<br />w/ 5/8. WASHER 0 24. O.e.
<br />
<br />1/4.. ,. 2541/11-SF 5Z81/2Z-SF 7921/33-Sf 1,056// 44-Sf
<br />1/4.. '-1/2. 3961/15-Sf 7921/33-SF 1,1881/49-Sf 1,5841/ 56-Sf
<br />1/4.. Z-1/2. 550i/27-Sf 1.3201/55-SF 1,9801/8Z-Sf 2.5401/109-SF
<br />5/15'. ,. 3121/13-SF 624i/26-Sf 9361/ 39-Sf 1,248// 52-Sf
<br />5/16'x 1-1/Z. 4681/19-SF 9361/38-SF 1,404// 59-SF 1.8721/ 78-Sf
<br />5/15'. 2-1/2' 7801/32-Sf 1.5601/54-SF 2.J401/ 97-SF J,1201/130-Sf
<br />J/8'. 1. 3561/15-Sf 7121/30-Sf 1,068// <<-Sf 1,4241/ 59-Sf
<br />J/8'. 1-1/2. 5J41/22-Sf 1,0681/44-Sf 1,60ZI/ 66-Sf 2.1361/ 89-Sf
<br />3/8'. 2-1/2. 690l/37-SF 1,7801/74-Sf 2,6701/111 -Sf 3.560l/148-SF
<br />
<br />oJ
<br />o
<br />o
<br />., .,
<br />I N<O
<br />~g ~g
<br />\II ~~;;7J.
<br />~ ~ ~ g~~
<br />:;~~~~";'6
<br />:~'~~~gg
<br />0~G:;~~.!.
<br />. 01 ~
<br />..c )C a."""" 0 - ..
<br />r~3..eog
<br />..Q 0 "'00
<br />. ."' a x';:'-
<br />~~:l.<:<.2o
<br />=.>a..-Ia..u..u.Z
<br />
<br />COMPOSITE PANEL WALL TO waoo DECK
<br />
<br />ALUMINUM POST SEE TABLE
<br />
<br />
<br />TtiROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS
<br />AllowABLE LOAD/Mox LOAO AREA(SF) 0 120 IAPH WINO LOAD
<br />I TtiROUGH BOl TS 1 Z J
<br />Dio. AN01ORx(LENGTI-i ~ POST TI-iICl<NESS + 1/Z-)
<br />1/4'. 1+1/Z- 2.3561/9a-SF 4,7121/196-SF 7,0681/Z94-SF
<br />3/8'. 1+1/Z- 5.JOOI/221-Sf" 10,600l/<<Z-SF
<br />1/Z'. 1+1/Z' 9,4261/J9J-SF
<br />
<br />en
<br />2"1-
<br />:::>z
<br />ZW
<br />en~~
<br />W::Jo.
<br />a:..J2"
<br />~ <0
<br />000
<br />::J Z .......
<br />0:<
<br />~o~
<br />0-
<br />o~
<br />~~
<br />LL
<br />
<br />ANCHORS INTO CONC'<ETE FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOAD/Mox LOAO AREA(Sf") 0 120 t.lPH WIND LOAO
<br />IAN01~S 1 Z J 4
<br />Dio. AN010Rx D.lSEOt.lENT
<br />
<br />3/'" PL YWOOO DEC:< '"
<br />
<br />BOlT SEE TABLE
<br />u-cuP
<br />LAG SCREW SEE TABLE
<br />
<br />7571/31-SF 1,5141/6J-SF 2.2711/95-SF J.0281/126-SF
<br />1,0571/44-SF 2,1141/88-SF 3.1711/132-SF 4,2281/176-SF
<br />1,44,31/S0-SF 2.8861/120-SF 4.J291/180-SF 5.7721/Z40-SF
<br />
<br />
<br />1/4'x 1-1/2'
<br />3/8'. 1-1/2'
<br />1/2'. 2-1/4'
<br />
<br />2. . 8~
<br />
<br />NOTES:
<br />1> AU 'NAU FRAMING 1S' O.C. (EXCEPTION: 24" O.e. FOR 'WOOO STORAGe: ROOt.l)
<br />2) PIER POST CAN BE BOLTED TO SlAB OR CONDNUOUS FOOTER OR HAVE
<br />ISOLA TED CONCRETE FOOTER EACH PIER. SEE DET ~L
<br />3) CENTER STRINcc:R REQUIRED ONLY iF DEPTI-i OF OEO< EXCEEDS 10'-0-
<br />4) HURRlCANE AN010R EA01 JOIST TO CENTER STRINcc:R
<br />
<br />nPlCAL WOOD DECK
<br />
<br />"0 It 1" 'NOOO SCREWS W /
<br />WASHERS (J) PE.'< PANEL
<br />
<br />POST TO WOOD DECK
<br />
<br />~.
<br />~
<br />
<br />
<br />LAG SCREWS
<br />3/'" PLYWOOD DECK SEE TABLE
<br />
<br />\
<br />
<br />/ ALUMINUM CO\IE:R (SEE CONNECTION TO
<br />HOST STRUCNRE)
<br />
<br />TABLE 1: '-<<AX. ROOF AREA FOR ALUt.lINUt.I POST FOR A HOUSE PORCH
<br />FOR ALLOWABLE ROOf AREA USE .AREA' ... S )( ('N/2 ... O.H.)
<br />EXAMPLE: .5': r , 'N : 1Z', !c O.H. +~ 2" TI-iUS: "AREA. ~ 56 Sf'
<br />POST Ti'PE /,lAX. AUOW. ROOF AREA FOR VARlOUS TYPE POST IN SF
<br />
<br />" ---- HURRICANE AN010RS AND AL fERNA TE
<br />SNOS TOP AND BOTTOM
<br />
<br />(Z) INfERNAL L's OR
<br />RECEIVING CHANNEL
<br />
<br />- 2-1/"- ~ BOLT
<br />BOl TS EA01 ANGlE
<br />
<br />(4) '10 . 1-1/2' SIAS
<br />EACH ANGlE
<br />
<br />2-.... SNOS
<br />
<br />
<br />
<br />Z..... TOP PLATE
<br />P. T. PINE
<br />
<br />APPROVED SIOING
<br />AS REQUIRED
<br />1/4'xJ. BOLTS OR
<br />T-BOLTS INTO CONe.
<br />SlAB 0 24' O.e. w/
<br />1/8-x1-1/2- WASHERS
<br />-;.--
<br />3-1/Z- .
<br />t-
<br />
<br />
<br />l' x 2- CHANNEL
<br />
<br />LAG SCREWS
<br />SEE TABLE
<br />
<br />POST HEIGHT POST /,lAX I NAU<-ON UP TO 55 I/S.F. ANO 120 t.lPH WINO LOAD
<br />3'._3'.0.060. .-ROLL F~MED..
<br />r- 9' 8.7S0
<br />
<br />167
<br />
<br />S~EEN ROOM WALL TO WOOD DECK
<br />
<br />3'._3'.0.060' _SCAUOPEO.
<br />10'-10' 10.000
<br />
<br />3'._3'._0..90. _NSE'
<br />"'-10' 14,850
<br />
<br />J-._J'.0.125'_ruBE'
<br />,,'- 8' 19,440
<br />
<br />4"._4..D.12S'_NBE'
<br />15'- 9' 26,190
<br />
<br />..99
<br />
<br />190
<br />
<br />277
<br />
<br />~
<br />N
<br />
<br />ALTERNATE POST: 4' ,( ..' P.T.?
<br />
<br />TO 'NOOQ DEO< OR BEAM
<br />FOR ALUIAINUM ROOf
<br />
<br />ViRGIN SOIL
<br />
<br />
<br />54J
<br />
<br />
<br />AlUt.llNUIA BEAM FRAMING
<br />INTO CORNER OF WOOD FRAMED UDUTY SHED DETAIL
<br />_______ P.T. 2-.'"
<br />
<br />1/4. .l,4ASONRY ANCHOR
<br />(2) pm POST TO CONCRETE
<br />SO'lEEN ROOM (2) 0 POST
<br />ANO 2'-0. O.C.
<br />ALUMINUM SCREEN ROOM WALL
<br />UNDER WOOD FRAME PORCH
<br />
<br />5'.6' - 10.10 'HWF
<br />WAlL SECTION
<br />
<br />
<br />1/....2. LAG BOLT
<br />(2) PER POST
<br />
<br />1/'" TtiRU BOLT (1)
<br />
<br />AlLit.llNUM CASTING
<br />POST 3-. 3-. ___'
<br />SEE TABLE FOR
<br />POSTNAU T'rlICI<NESS
<br />1/'" MASONRY ANCHOR
<br />(2) PER POST INTO CONCRETE
<br />SCREE~ ,~QqM (2) 0 POST
<br />AND 2 -0 O.C.
<br />
<br />AlUUINU!.A CON~TIONAl CONSTRUCTION
<br />PaROt POST CONNECTION
<br />
<br />. ALLOY 506,3 T-6
<br />.. AUDY 3105 H16
<br />
<br />'"
<br />:: .
<br />",r-
<br />.,~
<br />
<br />REPlACED SOIL
<br />3/8' . J-' /2- TtiRU BOLT
<br />1/"- x 2-1/". EX?ANSlON BOLT
<br />(2) EA01 PER BASE
<br />
<br />15- x 16' x ... CONCRETE PAD
<br />80 ibs. 2500 PSI CONCRETE
<br />
<br />~::: . .
<br />1/4' x 2' LAG BOLT / / / //// / ,/
<br />
<br />(2) PER POST
<br />
<br />1'xZ' TO? AND BOTTOt.l
<br />PLATE. SCREW 2' O.C.
<br />
<br />POST 2-.2'.0.0<<. EXTR.
<br />
<br />110 x 1-1/Z' SO'lEWS (J)
<br />PER POST MIN. TOP. ANO BOT.
<br />
<br />
<br />1,.3881
<br />
<br />'6' MIN.
<br />
<br />ISOLA TED FOOTER
<br />
<br />POST TO CONCRETE PAD DETAJL
<br />
<br />POST TO SlAB
<br />
<br />NOTE: NO FOODNG REQUIRED EXCE?T WHEN ADORESS,NG EROSlON
<br />2'-0. MIN.
<br />BEFORE SLOPE
<br />
<br />" .','. (. \
<br />.. &a. "\.. I~, .., 'r'...)
<br />
<br />.'. I-;:'~I ". _>t.?
<br />. ,.... '.
<br />to:
<br />
<br />/,IIN 2500 PSI CONCREn: 'MTti 6xS-l0x10 'N.'N.~.
<br />OR FiBER \,IESH TYPICAL
<br />
<br />3-1/2'
<br />
<br />
<br />J (1) 15 BAR COtH, (1) 14 BAR CONT.
<br />
<br />.8'~ __~
<br />
<br />,'lOTE: FIBE,~ MESH CONCRETE DOES ~ ~
<br />NOT REOUIRENlRE MESH
<br />FLA T SLOPE / NO FOOTING MODERATE SlOPE FOOTING STEEP SLOPE FOOTING
<br />o - 2'/12' 2' /12. - l' -10' > l' -10'
<br />
<br />SLAB DETAJLS ADDRESSING EROSION
<br />
<br />J08 NAME:
<br />ADDRESS:
<br />
<br />~
<br />~
<br />
<br />OF
<br />
<br />DRAWING FOR ONE PERMIT ONL 'f
<br />
|