|
<br />FRAME AND ALUMINUM
<br />SCREEN, VINYl.. OR GLASS WALL
<br />SEE DE:TAILS SECTiON 2 DR 5
<br />
<br />o CENTER LEDGER PIER
<br />@ 2"xS" JOIST HA,NGER EACH END
<br />@ BRIOG1NG 48" O.C.
<br />HOST STRUCT1JRE
<br />
<br />EPS WALL PANEL
<br />
<br />
<br />
<br />3/4" PL~NOOO DECK
<br />
<br />'"
<br />
<br />5/8" PL YWOOO I
<br />FACE GRAiN I
<br />PERPENDICULAR
<br />TO JOIST
<br />
<br />1-1/2" X 3' X 0.062"
<br />RECEIVING CHANNEL
<br />,8 x 1/2' S.f.4,$. 0 6' O,C. MIN.
<br />
<br />1/4" x 1-1/2" LAG SCREW
<br />'11/ 5/8" /lASHER 0 24' O.C.
<br />
<br />COMPOSlTE PANEL WALL TO WOOD DECK
<br />
<br />ALUMINUM POST SEE TABLE
<br />
<br />
<br />'MDT'rl (VARIES)
<br />KNEE BRACE REQUIRED
<br />FOR HEIGHT OVER 4'-0' 3/8"xS" BOLT
<br />
<br />3-1/2' CONCRETE SLAB 4'x4' P,T.P, OR
<br />3'd"xO,090" ALUM.
<br />
<br />3/4" PL'f'NOOO DECK '"
<br />
<br />- BOLT SEE TABLE
<br />-- !..i-ClP
<br />LAG s:.~E'N SEE TABLE
<br />
<br />
<br />2" x 8"
<br />
<br />LEDGER SUPPORT
<br />
<br />{)O~~L WALL FRAMING 15' O.C. (EXCEPTiON: 24" O.C. FOR WOOO STORAGE ROOM)
<br />2) PIER POST CAN BE BOlT'ED TO SLAB OR CONTiNUOUS FOOTER O~AVE
<br />ISOLA T'ED CONCRETE FOOTER EACH PIER, SEE DETAIL , .
<br />3) CENTER STRINGER REQUIRED ONLY IF DEPT'rl OF DECK EXCEEDS 10-0
<br />4) HURRICANE ANCHOR EACH JOIST TO CE,NT'ER STRINGER
<br />
<br />TYPICAL WOOD DECK
<br />
<br />POST TO WOOD DECK
<br />
<br />2" x4' TOP PLA T'E
<br />P.T. PINE:
<br />
<br />" -- HURRICANE ANCHORS AND AL TE.',NA TE
<br />ST1JDS TOP AND BOTTOM
<br />
<br />(2) INTERNAL L's OR
<br />RECEIVING CHANNEL
<br />
<br />- 2-1/4' , BOlT
<br />BOL TS EACH ANGLE
<br />
<br />
<br />LAG SCREWS
<br />3/4" PL'f'NOOO DECK SEE TABLE
<br />
<br />1'0 x l' WOOO SCRE'N$ W/
<br />WASHERS (3) PER PANEL
<br />
<br />/ ALUMINUM COVER (SEE CONNECTiON TO
<br />HOST STRUCT1JRE)
<br />
<br />\
<br />
<br />\ ," x 2' CHA.'lNEL
<br />
<br />2"x4" STUDS
<br />
<br />
<br />rt..
<br />~'" ,',
<br />~'/4' x 2" LAG BOLT / ////////
<br />
<br />(2) PER POST
<br />l'x2" TOP AND BOTTOM ISOLA TED rOOTER
<br />::;;-- PLA T'E. SCRE'N 2' O,C,
<br />- POST 2'x2'xO,044" EXTR.
<br />1'0 x 1-1/2" SCRE'N$ (3)
<br />;> PER '05' '" Toe "0 80T
<br />
<br />
<br />LAG SCRE'N)
<br />SEE TABLE
<br />
<br />
<br />(4) 1'0 x 1-1/2' SMS
<br />EACH ANGLE
<br />
<br />SCREEN ROOM WALL TO WOOD O::CK
<br />
<br />NOTE: NO FOOTING REQUIRED EXCEPT 'M-IEN ADDRESSING EROSON
<br />2' -0" MiN,
<br />BEFORE SLOPE
<br />
<br />APPROVED SIDING
<br />AS REQUIRED
<br />1/4'd" BOLTS OR
<br />T-BOLTS INTO CONC.
<br />Sl..AB 0 24' O,C. w/
<br />1 /8'xl -1 /2' WASHERS
<br />1r---
<br />3- 1 /2'
<br />1-
<br />
<br />
<br />ALUMINLM BEAM FRAMING
<br />iNTO CORNER OF WOOO FRAMED UTiLITY SHED DETAIL
<br />____ P,T. 2'x4'
<br />
<br />
<br />~ ~. · 7
<br />........ .:J
<br />
<br />6'xS - 10xl0 'NWf
<br />WALL Sf:CTION
<br />
<br />
<br />1/4" T1-iRU BOLT (I)
<br />
<br />1/4'x2" LAG BOLT
<br />(2) PER POST
<br />
<br />ALGMINUM CASTiNG
<br />POST 3'x 3"x ___"
<br />SEE TABLE FOR
<br />POST WALL Tl-iICKNESS
<br />1/4" "'ASONRY ANCHOR
<br />(2) PER POST INTO CONCRETE
<br />SCREEN Rl)CM (2) 0 POST
<br />AND 2'-0 O,C.
<br />
<br />3-1/2"
<br />
<br />
<br />
<br />ALTE~ATE POST: 4" ,; 4" P,T,P,
<br />
<br />TO 'HOOO DECK OR BEAM
<br />FOR ~LUMIN\.:M ROOF
<br />
<br />VIRGIN SOIL
<br />
<br />REPucm SOIL
<br />3/8' x 3-1/2' T1-iRU BOLT
<br />1/4' x 2-1(4' EXPANSION BOLT
<br />(2) E~CH PER BASE
<br />
<br />16' x 16" x 4' CONCRETE PAD
<br />80 ibs. 2500 PSI CONCRETE
<br />
<br />SHEDULE ~ ALLOWABLE lOADS/Max ROOF AREA FOR ANCHORS
<br />ANCHORS iNTO WOOO FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOAD/Max LOAD AREA(SF) 4) , 20 MPH 'MND LOAD
<br />I ANCl-iORS 1 2 J 4
<br />Dio. ANCHORx E~BECMENT
<br />
<br />1/4'x I' 2641/11-SF 5281/22-SF 7921/33-SF 1.0561/ 44-SF
<br />1/4'x 1-1/2' 3961/1S-SF 7921/33-SF 1,1881/49-SF 1,5841/S6-SF
<br />1/4", 2-1/2' 66CI/V-SF 1,320l/55-SF 1.9S01/82-SF 2,6401/109-51"
<br />5il60x l' 3121/13-SF 6241/26-SF 9361/ 39-SF 1,24SI/ 52-SF
<br />5/1S"x 1-1/2' 4681/19-SF 9361/38-SF 1,4041/ 59-SF 1,872// 78-SF
<br />5/16'x 2-1/2' 780l/32-SF 1,5601/64-SF 2,34011 97-SF 3,120l/130-SF
<br />3/8"x l' 3561/15-SF 7121/3D-SF 1,0681/44-5F 1,4241/59-SF
<br />3/8'x 1-1/2' 5341/22-SF 1,0681/44-SF 1,602// 66-SF 2,1361/89-5F
<br />3/8"x 2-1/2' 890l/37-SF 1,7801/74-SF 2.S70lil11-SF 3,5501/148-SF
<br />
<br />ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOAD /Ma, LOAD AREA(5F) 0 120 "'PH ""NO LOAD
<br />1 ANQ-tORS I 2 3 4
<br />Oio. ANo-tQRx EMBEDMENT
<br />
<br />1/40, '-1/2"
<br />3/8'x 1-1/2'
<br />1/2'x 2-1/4'
<br />
<br />757//31-SF 1,5141/53-$F 2,2711/ 95-SF 3,02131/'25-$F
<br />, ,0571/44-SF 2,11 41/88-5F 3,171 1/132-SF 4,2281/176-SF
<br />1,4431/S0-SF 2,8861/120-SF 4,32'31/' 80-SF 5,7721/240-5F
<br />
<br />T1-iROUGH 80L TS POST TO BEAM FOR OPEN BUILDINGS
<br />ALLOWABLE LOAD/Max LOAD AREA(5F) 0 120 MPH ""NO LOAD
<br />I Tl-iROUQ1 BOLTS 1 2 3
<br />Dio. ANCHQRx(LENGT1-i = POST Tl-iICKNE5S + 1/2")
<br />1/4', t+1/2" 2,356// 98-SF 4,71 21/19S-SF 7,0681/294-SF
<br />3/8"x t+1/2' 5,3001/221-SF 10,6001/442-5F
<br />1/2". t+1/2' 9,4261/393-5F
<br />
<br />TABLE 1: !.lAX. ROOF AREA FOR ALGMINUM POST FOR A HOUSE PORCH
<br />FOR ALLOWABLE ROOF AREA USE . AREA" = S X (W/2 + O.H.)
<br />EXAMPLE: 'S"= 7' , 'N = 12', & O.H. += 2' THUS: "AREA" = 56 SF
<br />POST TY'PE "'AX. ALLOW, ROOF AREA FOR VARIOUS TYPE POST IN 5F
<br />
<br />POST HE!Q1T POST MAX I WALK-ON UP TO 55 I/S,F, AND 120 MPH ""ND LOAD
<br />3' ._3' xO.060' _ROLL FORMED.. _____________________________________
<br />7"- 9" 8.750 157
<br />
<br />3". _3" xO, 060' _SCALLOP E C. __ _______ _______________________________
<br />10'-10" 10,000 190
<br />
<br />3". _3 '._0.90" _ T1JBE. _____________________________________________
<br />11'-10' 14,850 277
<br />
<br />3"x_3"x 0.125" _ T1JBE.____________________________________________
<br />1"- 8" 19,440 643
<br />
<br />4' x_ 4" x 0.125 " _TUBE. ____________________________________________
<br />15'- 9" 26,190 499
<br />
<br />. ALLOY 5063 T - 6
<br />.. ALLOY 3105 H1S
<br />
<br />~ 3" x J" ALUM, POST OR -&
<br />(2) 115 BARS EACH WAY 4" x 4" P.T,P. POST IN _
<br />GALV. POST ANCHOR AND
<br />MAX;MU!-.I UPUFT 1 -100 (4) 1/4'x 2-1/4" TAPCON
<br />lS'xI6" 5481 . 12". ____
<br />24"x24' 9781 -100 3-1/2 SLAB
<br />30'dO" , ,3881 ~ 15" MIN, ~ F ASTI:NERS (SEE ANCHOR SCHEDULE)
<br />
<br />POST TO CONCRETE PAD DETAIL
<br />
<br />POST TO SLAB DETAIL
<br />
<br />MIN 2500 PSI CONCRETE ""T1-i 5_5-10x10 'N,W,M,
<br />OR FiBER MESH TYPiCAL
<br />
<br />ALUMINUM CON~NTIONAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />1/4" MASONRY ANCHOR
<br />(2) PER POST TO CONCRETE
<br />SCREEN ROOM (2) 4) POST
<br />AND 2' -0" O,C.
<br />ALUMINUM SCREEN ROOM WALL
<br />UNDER WOOD FRAME PORCH
<br />
<br />15 BAR CONT, ~ 14 BAR CONT.
<br />
<br />2" ~"~
<br />-~
<br />FiBER MESH COi'<CRETE DCES 8" + 8"
<br />NOT REQUIRE 'NtRE MESH
<br />FLA T SLOPE / NO FOOTiNG MODERATE SLOPE FOOTiNG STEEP SLCPE FOOTiNG
<br />o - 2'/12' 2'/12' - 1'-10' > "-10'
<br />SLAa DETAJLS ADDRESSING EROSION
<br />
<br />NOTE:
<br />
<br />JOB NAME:
<br />ADDRE5S:
<br />
<br />'" ~
<br />W ::I
<br />58 ~o i3
<br />~'i ~~ :;;
<br /> 0
<br />.,1 o~ <:
<br />alO .., J
<br />'"d 8g~ at tj
<br />..
<br />~'"' - ~
<br />IW ;~6 W
<br />atJ- 8 '"
<br />o~ ~~S u ~
<br />~~ ~ :!;1lI
<br />~~ Z i5!
<br />"'''' 9
<br />~z "~8 5 ~~
<br />~'i ~~~ al
<br />'" ..J :!a
<br />o~ ~~5 .,
<br />~a ~ ~!j
<br />8~ ~'i5 < 5~
<br />z
<br />~~ 00<11 < ",Vi
<br />'"0 ~os is <iiI
<br />o~ ~d~ ~~
<br />n lI'!:Cl. al
<br />.c " .;
<br />
<br />to
<br />o
<br />o
<br />""' ""
<br />I N<C
<br />~o ~g
<br />,,0 ..., I'
<br />;; ". ~ ;;; I ".
<br />~ ~rl.~~~
<br />- tX) 0 OJ I n I
<br />~g:g~~68
<br />>0,1,{') o.-..r-..o'JO
<br />o~G:o_~~
<br />J Ol -qo
<br />~ ~ ~- g ~-a
<br />J:CO~~~~~
<br />0~~~~~:;
<br />~!l....J!l.c..c..Z
<br />
<br />~
<br />" I.. U loll ~ 101
<br />
<br />(/)
<br />~l-
<br />::)z
<br />ZW
<br />-z
<br />(/)~O
<br />UJ ::J Q.
<br />O::...J~
<br />:J0:(0
<br />l-
<br />000
<br />:JZ,
<br />0::0:(
<br />l- (!J
<br />(/)Oz
<br />0-
<br />O~
<br />:c~
<br />l.!..
<br />
<br />
<br />ell
<br />:: ..
<br />N"
<br />
<br />,
<br />SHEET I
<br />
<br />DRA'MNG FOR ONE PERMI T ONLY
<br />
<br />OF
<br />
<br />~
<br />@)
<br />
|