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<br />
<br />'"RAM" A~4D ALUI,4INUf,l
<br />SCREE~, VINYl.. OR CLASS WALL
<br />SEE DETAlLS SECTION 2 OR 5
<br />
<br />o CE~TER LEDCER PIER
<br />@ 2..5. JOIST HANCER EACH END
<br />@ BRIDCINC 48. O.C.
<br />HOST STRUCTURE
<br />
<br />SHEDULE Of ALLOWABLE LOADS/Mo. ROOF AREA FOR ANCHORS
<br />ANCHORS INTO WOOD FOR OPEN BUILDINCS
<br />
<br />:J
<br />~~ ~
<br />~II'I ~
<br />c5~ ;;: I
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<br />:~~ ~ ~
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<br />
<br />
<br />5/8. PL YWOOO
<br />FACE CRAiN
<br />PERPENDICULAR
<br />TO JOIST
<br />
<br />WlD~ (VARIES)
<br />KNEE BRACE REQUIREO
<br />FOR HElCHT OVE~ .'-0"
<br />3-1/2. CON CRE TE SlAB
<br />
<br />3/8'.5. BOLT
<br />
<br />.'..' ? To? OR
<br />)".)".0.090. ALUI,4.
<br />
<br />LEDC€R SUPPORT
<br />
<br />EPS 'HALL PANEL
<br />
<br />1 - 1 /2. X 3' X 0.052.
<br />RECEIVING Cl'ANNEL
<br />18 . 1/2. S.'-4.S. 0 5. O,C. MIN.
<br />
<br />3/4' PLYWOOQ DECK"
<br />
<br />ALLOWABLE LOAD /Mo. LOAD AREA(SF) 0 120 I,4PH WINO LOAD
<br />1 ANCl'ORS 1 2 3 4
<br />Dio. ANCHOR. El.IBEDI,4ENT
<br />
<br />1/.. . 1-1/2' LAG SCREW
<br />'11/ 5/8. WASHER 0 2.. O,C.
<br />
<br />1/... I' 2641/11-SF 5281/22-SF 7921/3J-SF 1,0551/ H-SF
<br />1/... 1-1/2. 3961/'6-SF 7921/33-SF 1,1881/49-SF 1,5841/ 65-SF
<br />1/... 2-1/2. 6501/27-SF l,3201/55-SF l.980l/82-SF 2.640l/109-SF
<br />5/16.. 1. 3121/13-SF 5241/26-SF 9361/ 39-SF 1.2481/ 52-SF
<br />5/16'. 1-1/2. 4081/19-SF 9361/38-SF 1,4041/ 59-SF 1.8721/ 78-SF
<br />5/16.. 2-1/2. 7801/32-SF 1,560l/64-SF 2.3401/ 97-SF 3,120l/130-$F
<br />3/8.. l' 3561/15-SF 712#/3O-$F 1,0681/ 44-$F 1,4241/ 59-SF
<br />3/8.. 1- I /2. 5341/22-SF 1,0581/44-SF 1.5021/ 56-SF 2,1361/89-SF
<br />3/8.. 2-1/2. 8901/37-SF 1,180#/74-SF 2,670#/"1-SF 3,550l/148-SF
<br />
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<br />~ ~ t'"' g ~ -5
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<br />
<br />COMPOSlTE PANEL WALL TO WOOO DECK
<br />
<br />
<br />ALUI,4INUf,l POST S€:E TABLE
<br />
<br />ANCHORS iNTO CONCRETE FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOAD /Mo. LOAD AREA(SF) 0 120 I,4PH WIND LOAD
<br />1 ANCl'ORS 1 2 3 4
<br />Dio. ANCHOR. El.IBEDI,4ENT
<br />
<br />3/4' PLYWOOD DECK "
<br />
<br />~ BOLT SEE TABLE
<br />--- U-ClIP
<br />LAG SCREW SEE TABU:
<br />
<br />7571/31-SF 1.5141/53-SF' 2.27'I/95-SF 3,0261/125-SF
<br />1,OS71/44-SF 2,1141/88-SF J.1711/132-SF 4,2261/175-SF'
<br />1,4431/50-SF 2.8861/' 20-SF 4.3291/180-SF 5.7721/240-SF'
<br />
<br />1/4'. 1-1/2"
<br />3/8'. 1-1/2"
<br />1/2.. 2-1/4.
<br />
<br />NOTES:
<br />1) ALL WALL FRAMING 16' O.c.. (EX~TION: Z.' O.c. FOR WOOO STORAC€ ROOM)
<br />2) PIER POST CAN BE BOLTED TO SLAa OR CONTINUOUS f'OOTE~ OR HAVE
<br />ISOlATEO CONCRETt fOOTER EACH !'IEFt &E DErAlL
<br />3) C(NTER STRIN~ R(OUIRED ONLY IF DEP~ OF DEO< EXCEEDS 10'-0.
<br />.) HURRICANE: ANCHOR EACH JOIST TO CEl'olTER STRINGE.~
<br />
<br />TYPICAL WOOO DECK
<br />
<br />I' 0 . l' WOOO SCREWS W /
<br />WASHERS (3) PER PANEL
<br />
<br />TI-lROUGH BOLTS POST TO BEAM FOR OPEN SUILDINGS
<br />ALLOWASLE LOAD/yo. LOAD AREA(SF) 0 120 MPH WIND LOAD
<br />1 ~ROUCH BOlTS 1 2 03
<br />Dio. ANCHORx(LENG~ ,. POST ~ICKNESS + '/2')
<br />1/4.. (+1/2" 2.3561/98-SF 4,7121/196-SF 7.0581/294-SF'
<br />03/8'. (+1/2' 5,300l/22'-SF \O,5001/442-SF
<br />1/2" (+1/2' 9,4261/39J-SF
<br />
<br />(1)
<br />21-
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<br />zUJ
<br />(1)2~
<br />UJ :) a..
<br />D:..J2
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<br />t;a~
<br />0-
<br />0:2
<br />~~
<br />u.
<br />
<br />POST TO WOOD DECK
<br />
<br />~
<br />4LU..I::..
<br />
<br />(2) INTERNAL L's OR
<br />REC(lVlNG CHANNEL
<br />- 2-1/4. , BOLT
<br />BOL TS EACH ANGLE
<br />
<br />
<br />190
<br />
<br />LAG SCREWS
<br />3/4' Pl'fWOOO DECK SEE TABLE
<br />
<br />\
<br />
<br />/ ALUMINUM COVER (S€:E CONNECTION TO
<br />HOST STRUCTURE)
<br />
<br />TABLE 1: MAX. ROOF' AREA FOR ALUMINUM POST FOR A HOUS€: PORCH
<br />FOR ALLOWABLE ROOF' AREA USE 'AREA' '" S X (W/2 ... DoH,)
<br />EXAMPLE; 'S",. 7' , W = 12'. & O.H. += 2' ~US: .AREA. = 56 SF
<br />POST TY?E MAX. ALLOW, ROOF' AREA FOR VARIOUS TYPE POST IN SF
<br />
<br />2'~4' STUDS
<br />
<br />
<br />1. . 2. CHANNEL
<br />
<br />
<br />2'.4. TOP PLATE
<br />P. T. PINE
<br />
<br />. -- HURRICANE ANCl'ORS AND ALTERNATE
<br />STUDS TOP AND BOTTOM
<br />
<br />~
<br />
<br />POST HEIGH POST MAX 1 WALK-ON UP TO 55 1/5.F. AND 120 MPH WIND LOAD
<br />3.._3'.0.060. _ROLL FORMED..
<br />r- 9' 8.750
<br />
<br />ALUMINUM BEAM FRAMING
<br />INTO CORNER OF' WOOD FRAMED unuT'f SHED DETAIl.
<br />. ~ P.T. 2.~4.
<br />
<br />APPROVED SIQING
<br />AS REQUIREO
<br />1/4..3" BOI.TS OR
<br />T - BOI. TS I N TO CONC.
<br />SlAB 0 24' D,c.. wi
<br />1/8'.1 -, /2' WASl-iEJ1S
<br />-t--
<br />3-1/2"
<br />1-
<br />
<br />
<br />WAlL SECTION
<br />
<br />
<br />1/4' ~RU BOLT (1)
<br />
<br />1/4..2' LAG BOLT
<br />(2) PER POST
<br />
<br />ALUI,4JNUM CASTING
<br />POST 3". 3'. ___.
<br />S€:E TABLE FOR
<br />POST WALL ~ICKNESS
<br />1/.. MASONRY ANCHOR
<br />(2) PER POST INTO CONCRETE
<br />SCREET:4 R9QM (2) 0 POST
<br />AND 2 -0 O.c..
<br />
<br />LAG SCREWS
<br />SEE TABLE
<br />
<br />167
<br />
<br />SCREEN ROOM WALL TO WOOD DECK
<br />
<br />3.._3'.0.060' _SCALLDPEDo______
<br />10'-10. 10,000
<br />3'._3.._0.90' _TUBEo____
<br />1" - 1 O. 14.850
<br />
<br />277
<br />
<br />(4) 110 . 1-1/2. SMS
<br />EACH ANCLE
<br />
<br />3'._3".D.12S._TUBEo___
<br />,,'- 8. 19.440
<br />
<br />4'._4.. D.12S' _TUSEo_
<br />15'- g. 26,190
<br />
<br />o ALLOY 5063 T - 6
<br />.. ALLOY 3105 H15
<br />
<br />499
<br />
<br />6403
<br />
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<br />113 ~ ~
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<br />a ~ ~ l"i' ~
<br />
<br />
<br />ALTERNATE POST: 4' ,c 4. P.T.P.
<br />
<br />TO 'HOOD DECK OR BEAM
<br />FOR ALUI,4INUM ROOF'
<br />
<br />VIRGIN SOfl.
<br />
<br />REPLACED SOIL
<br />3/8. . 3-1/2. TI-lRU BOLT
<br />1/4. . 2-1/4" EXPANSION BOLT
<br />(2) EACH PER SASE
<br />
<br />16. . 16. . 4' CONC'-'ETE PAD
<br />80 Ibs. 2500 PSI CONCRETE
<br />
<br />~ 3" . 3. ALUM. POST OR ~
<br />(2) IS BARS EACH WAY .' . 4' P,T,P. POST IN
<br />GALV, POST ANCHOR AND
<br />MAXil,4UY UPUFT , -+ (4) 1/4'. 2-1/4' TAPCON
<br />16"'6' 5481 "12. / . ____
<br />24..24. 9781 -+ 03-1 2 SlAB
<br />30'.30' 1,3881.J.. 16. MIN..J.. FASTENERS (SEE ANCHOR SCHEDULE)
<br />
<br />~'" " .
<br />~""'"
<br />~1/..' 2' LAG BOLT / /////// /
<br />
<br />(2) PER POST
<br />1'.2. TOP AND BOTTOY ISOLATED FOOTER
<br />~ PLATE. SC~EW 2' O.C.
<br />- POST 2'.2'.0.044. EXTR.
<br />~ 110 . 1-1/2. SCREWS (3)
<br />/ PER POST MIN, TOP AND BOT.
<br />
<br />
<br />POST TO CONCRETE PAD DETAIL
<br />
<br />POST TO SlAB DEl AIL
<br />
<br />
<br />NOTE: NO FOOnNG REQUIRED EXCEPT WHEN ADDRESSiNG EROSION
<br />2' - o' I,4IN.
<br />BEFORE SLOPE
<br />
<br />'-4IN 2500 PSI CONCRETE WI~ 5~6-'C.10 W,'N.~.
<br />OR FIBER MESH TYPICAL
<br />
<br />(1) IS BAR CONT, . (1) 14 BAR CONT,
<br />
<br />~12" ,.' --,
<br />-
<br />FIBER MESH CONCRETE DOES 8. 8'
<br />NOT REQUIRE WIRE MESH
<br />FLA T SLOPE / NO FOOnNG YODERA TE SLOPE FOOTiNG STEEP SLOPE FOOTING
<br />o - 2./12' 2./' 2. - l' - 1 0' > l' - 1 0'
<br />SlAB DETAILS ADDRESSING EROSION
<br />
<br />3-1/2.
<br />
<br />
<br />JOB NAME:
<br />ADDRESS:
<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 />AlUUINUM CON~TIONAl CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />NOTE:
<br />
<br />~
<br />
<br />OF ~
<br />
<br />DRAWING FOR ONE PERMIT ONLY
<br />
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