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<br />F~Al.CE AND ALU\lINUI.I
<br />SCREE"', II1NY\. OR GlASS WALL
<br />SH DETAILS $(CT10N 2 OR 5
<br />
<br />(3) C(NTER LEDGER PIER
<br />@) 2',6" .K)lST HANGl:R EACH END
<br />@ BRIOCINC 4S" 0 C,
<br />HOST SrnvCTURE
<br />
<br />
<br />5/8" PL YVIOCI:!
<br />F ACE GRAIN
<br />PERPENDICULAR
<br />TO .K)lST
<br />
<br />'" " 'MD~ (VAA1ES)
<br />3 , /2" CONCRETE SlAB
<br />NOTE: 1. ALL WALL FRAMING 16' OC,
<br />(EXC(pnON: 24" O,C. FOR
<br />WOOD STORACE ROO""')
<br />2, PIER POST CAN BE: BOlTED
<br />TO SLAB OR CONTINUOUS
<br />FOOTER OR HA vt: ISOlA TED
<br />CONCRETE FOOTER EACH PIER
<br />$(E DE TAIL
<br />
<br />ALTERNATE PT
<br />PINE POST
<br />
<br />LEDC(R SUPPORT
<br />
<br />NOTE: CENTER STRINGER REQUIRED ONt y
<br />IF DEPTH Of' DECK EXCEEDS 10'
<br />
<br />TYPICAL WOOD DECK
<br />
<br />ALUMINUM CONVENTIONAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />r .3" POST 11JRN
<br />BQTED TO ~
<br />ANCHOR RISER
<br />
<br />
<br />2 3/." X 2 3/.' . 2 1/2"
<br />LONG . 1/8" 11JBING
<br />
<br />1/.' TAPCON . 1 1/2"
<br />
<br />3 '/2" CONCRETE SlAB
<br />
<br />'It{lOCD CONNECTION
<br />BASE ANCHOR EMBEDMENT
<br />FOR POST TO SLAB CONNECTION
<br />
<br />18 r ," WC/.JJ SCREWS 'M~
<br />5/8" WASHERS 3 PER PANEL
<br />
<br />ALUMINUM CO\tR
<br />/ / (SH CONNECTION TO HOST STRlJCruRE)
<br />
<br />OOJBLE CARPORT
<br />
<br />
<br />
<br />y
<br />I
<br />
<br />II
<br />II
<br />II
<br />II
<br />II
<br />
<br />A, ~ W/2+0.H, t
<br />
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />R
<br />
<br />2",." TIY PlATE PRESSURE /'"
<br />TREA TED PINE
<br />
<br />2",." SruDS
<br />
<br />. ___ HURRICANE ANCHORS AND AL TERNA TE
<br />STuDS TIY AND 8011014
<br />
<br />y
<br />I
<br />II
<br />II
<br />II
<br />II O\tRl-lANG VARIES
<br />II
<br />A, ~W 12
<br />II
<br />11
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />R
<br />
<br />'II
<br />
<br />'II
<br />
<br />N
<br />
<br />~
<br />~
<br />
<br />2 INTERNAL L's OR
<br />RECEIW,G CHANNEL
<br />2 1/.' DIAMETER BQ TS
<br />EACH A,%tE
<br />
<br />8
<br />
<br />....r
<br />z
<br />'<
<br />Ell
<br />
<br />. 110 , 1 1/2" SMS
<br />EACH ANGLE
<br />
<br />:::E
<br />'<
<br />w
<br />co
<br />
<br />r-
<br />
<br />
<br />, SlOPE
<br />--
<br />12
<br />
<br />APPRO\tD SIDING AS RE QlJIRED \
<br />
<br />1/." r r BOlTS DR ~
<br />T -BQ TS INTO CONC.
<br />SLAB \l 2." O,C. W/
<br />1/8" xl 1/2" WASHERS
<br />l-
<br />
<br />DETAIL CF ALUMiNUM BEAM
<br />FRAMING INTO CORNER CF
<br />'/lOCO FRAMED UTILITY SHED
<br />
<br />" _________ P.T. 2" x ."
<br />
<br />:f NOTE: FOR BEAll SPAN LENG~ "A" FOR
<br />TABLE 2 EQlJALS ~E LARC[R Of: A=W OR
<br />A=W/2+0H,
<br />
<br />N
<br />:::-
<br />
<br />5" x 5" - 10 x 10 W'NY
<br />
<br />3 18 SMS 'M ~ WASHERS
<br />(PER 12" PAN) OR .' OIC MAX.
<br />6- 1/." r (t + 1) 'III WASHERS
<br />(PER" PANEL) 8" OIC
<br />
<br />SlE TABlE 2 ALUtJlNUM PANS
<br />
<br />1/2 r
<br />
<br />"vr FOR BEAll SIZE
<br />(P AC[ 5,6-7)
<br />
<br />
<br />
<br />FOR BEA,\! AND POST SlZING
<br />CONSUL T SCHEDULES
<br />
<br />S!:E TABlE 3 FOR
<br />NUMBER Of BQ TS
<br />
<br />END VlEW DOUBLE CARPORT (GABLED)
<br />
<br />, MIWl.IUl.4 SlOPE SHALL BE 1/2' PER 12" EXCEPT FOR
<br />0026" PA.NS FOR VtHICH ~E SlIYE SHALL BE 3/4"
<br />PER 12" FOR SPANS ~AT EXCEED 12'-0"
<br />
<br />SEE TABlE 3 FOR NUM8ER OF 80.. TS
<br />
<br />- CQUl.lN NOTCliED TO
<br />SUIT SID[ NOTCH Of
<br />pas T IS ALLO'~ D
<br />
<br />POST TO BEAIJ
<br />CONNECTION DETAIL
<br />
<br />
<br />
<br />1/.".t LAG BQT
<br />2 Pf:R POST
<br />
<br />"vr FOR 8EAM SIZE SEE TABlE 2
<br />AFTER COI.lPUTING A LAR(;[ST VALUE
<br />
<br />1/4" r 2" LAG BQT
<br />2 PER POST
<br />
<br />,',l" TOP AND
<br />BOTTOM Pl.ATE __"
<br />SCREW 2" DC,
<br />
<br />2"x___ EXTRUSION ~=--::=?
<br />PER SPAN TABLE __ ~
<br />______ 3-'" #10 SMS INTO SCREW SLOTS
<br />
<br />.. ANCHOR '"x2",O,044" PLATE TO
<br />f w.f WOOD DECK WI 1/4"x2 1/2" LAG
<br />SCREWS 'MTHIN 6" OF EACH SIDE
<br />OF EACH POST @ 24" O,C. MAX,
<br />
<br />, "x2" EXTRUSION
<br />3/4" p, T. Pl Y'NOOD
<br />
<br />
<br />DOUBLE 2",6" SIDE PANELS
<br />
<br />WALL TO WOOD DECK DETAIL
<br />
<br />
<br />C!l 'AAClN SOC
<br /><llJ 16', 16' , 4" CCI<Ql[T[ PAD
<br />(0 80 l8S 2>JO P$l CCNCl<[T[
<br />ill> REPlACt 0 SOC
<br />iD 1/4" 2 1/4" [XFAN$lCl< BQT
<br />2 [~ PUl BASE
<br />
<br />IsetA TED FOOTER
<br />
<br />--- ALUMlNUtJ CASTING
<br />POST 3" x 3" r 0,125" 110xl 1/2'
<br />1/4' MASONRY ANCHOR SCRE'1/5 3/
<br />21 POST INTO CONCREIT POST MIN,
<br />SCREEN R()()t.A 2 \l POST TOP AND
<br />AND 2'-0' OC BOTTOl.4
<br />
<br />POST 2"x2",O,04.' DT
<br />
<br />1/." MASONRY A.~CHOR
<br />21 POST INTO CONC.
<br />SCREEN R()()t.A 2 @
<br />~ '"' 1'~,. '.0
<br />
<br />ALUMINUM CONVENTIONAL CONSTRUCTlON
<br />PORCH POST CONNECTION
<br />
<br />ALUMINUM SCREEN ROOM
<br />UNDER WOOD FRAME PORCH
<br />
<br />;&,.,-!
<br />.. , . ...
<br />
<br />2 f.> BAAS [ACH WAY . -l
<br />FOOTING PAD FOR ~ POST
<br />
<br />,/
<br />
<br />TIY Of GRADE
<br />
<br />
<br />J"r3" FLUTED POST
<br />'M<APPED '/II FELT PAPER
<br />
<br />3/8".3 1/2" BQ T
<br />
<br />80 LB. 2500 PSI
<br />CONCRETE PREMIX
<br />
<br />2' -0" MIN,
<br />BU ORE SL lYE
<br />t
<br />
<br />24"
<br />
<br />MIN, 2500 PSI CONC, 'M ~ 6 x 6 '/,(LDED WIRE
<br />OR FIBER MESH TYPICAL ALL SlABS,
<br />
<br />1 15 BAR CONT,
<br />
<br />
<br />
<br />L
<br />
<br />3 1/2"
<br />
<br />IJ
<br />
<br />
<br />3 1/2" :
<br />
<br />3".3" BASE
<br />
<br />~
<br />
<br />NOTE: FIBER MESH CONCRETE DelS
<br />NOT REOOIRE 'MRE MESH
<br />FLA T SlCt'E I NO FOOTING
<br />o - 2"/12"
<br />
<br />STEEP SLOPE FOOTING
<br />> I' - la'
<br />
<br />)J~ETS lliE REOUIAScge-lTS
<br />OFCHAfTTEP 1205S8C 19')1
<br />
<br />16"
<br />
<br />MOOERA TE StOPE FOOTING
<br />2'1'2' - " - la'
<br />
<br />ALUMINUM CONVENTlONAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />SlAB DETAILS ADDRESSING EROSION
<br />
<br />SINGLE CARPORT
<br />
<br />N
<br />
<br />y y
<br />I w ~
<br />11 II
<br />II MOOO-SlOPED ROCf II
<br />II
<br />II O\tRHANG VARIES II
<br />II II
<br />A~'11/2+0H t A='II/2+q,H
<br />II II
<br />
<br />Ii ~//"
<br />II /~ II
<br />II
<br />II '
<br />II I
<br />II
<br />II
<br />II
<br />II II
<br />1~ R
<br />
<br />r-- SHAOING DENOTES MAX. ROCf AREA
<br />FOR CQUI.lNS AND FOOTINGS
<br />
<br />':l
<br />co
<br />'<
<br />>-
<br />
<br />....J
<br />Z
<br />'<
<br />Ell
<br />
<br />
<br />:::E
<br />'<
<br />w
<br />co
<br />
<br />, Sl lYE
<br />--
<br />
<br />KNEE BRACE 1/2 '
<br />
<br />12
<br />
<br />KNEE BRACE
<br />
<br />"vr FOR BEAM SIZE
<br />TABLE 2 AfTtR CO!.IPUTlNG
<br />"A" lAR(;[ST VALUE
<br />
<br />NOTE: KNEE BRACES ARE REQUIRED If POST
<br />IS NOT SET IN CONCRETE FOOTING.
<br />END VlEW SINGLE CARPORT
<br />
<br />, SlOPE
<br />
<br />1/2 r
<br />
<br />12
<br />
<br />-'1< ~/ POORED CONCRETE
<br />
<br />o L:tJ~*
<br />4 ,I.... L.j{* ~ REf1R TO TABlE 5
<br />ISOLA TED FOOTiNG
<br />
<br />DA IT R(1-13lO1S ClIK
<br />1 94
<br />
<br />t3i;'
<br />!i3
<br />IS"-
<br />txi
<br />,",w
<br />:Z:::I
<br />~~
<br />303
<br />o~
<br />158
<br />~u
<br />/l:!H
<br />~9~
<br />52SV"l
<br />W"''''
<br />~a~
<br />~~G
<br />w~::>
<br />~>-e;
<br />"'''''''
<br />
<br />i;'~
<br />
<br />~Iz:(:i
<br />,-,:?~~
<br />zo..~zo
<br />~2iti~~
<br />~~~V\z
<br />_::t::fC
<br />~~aa9
<br />5~i!:=~
<br />a~i']E~
<br />~~~gu
<br />~-~~~vi
<br />~t;j:LC;:~
<br />ui:>-o~
<br />::J~~~:;;~
<br />:c. , - -< >-
<br />t;jw;:;~::I2;
<br />~~~~~u
<br />ZW::>::I~<
<br /><~ i3tx'-'
<br />5:5:5~ ~
<br />::i~B-~::>
<br />::I ~z"'5
<br />~~tloO",
<br />~es~~~
<br />=i~~~aw
<br />=<g:o~~j;
<br />
<br />FRONT VlEW SINGlE OR
<br />DOUBLE BAY CARPORT
<br />
<br />
<br />"''''
<br />B~
<br />::I~
<br />
<br />r/)
<br />CC
<br />w
<br />>
<br />o
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<br />o
<br />:J
<br />o
<br />r/)
<br />
<br />~
<br />@,
<br />
<br />~~
<br />@)~
<br />~~
<br />@u
<br />rI!) g Q\
<br />::I :=
<br />~R 2; N
<br />~ -' ..,
<br />~>-~
<br />i~~5
<br />lV'trt.
<br />ex: I- .~
<br />@)I:J~~"
<br />~~",g~
<br />()3-' ~~
<br />c::D r. 0.. .."
<br />
<br />~ 3
<br />
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