|
<br />_ ,._~~~~~.-:r.~~u;:'Y<~..?it~~~~iO~;'~;.;.o::,~--
<br />
<br />CORc.:(JLU~
<br />
<br />.\
<br />
<br />--
<br />
<br />
<br />
<br />\4)'
<br />a-~
<br />
<br />l"'!GH.
<br />
<br />.0
<br />
<br />'0 "0' .("
<br />
<br />',.' , .
<br />r"'-.:.--:........:.;-"_.:..~~ ~---~_.- - -. -.-
<br />
<br />SHN...OS ITEIl
<br />CABLE ><;H n-<lClC<a
<br />3/32'
<br />
<br />,-
<br />
<br />'1"\
<br />==
<br />
<br />4
<br />
<br />---
<br />
<br />[BEAM TO Q
<br />.. UTTER DETA~LSJ
<br />
<br />
<br />td <Ya.L
<br />v..
<br />
<br />(' (A'.< i>""l.!H
<br />
<br />
<br />'4}-" Z . 3/44 SWS INTO CVTlOl W Wilt. stPAAAlI;H)
<br />Z. S/.l8 sa '.7'A/4 QiAATS
<br />(4}-/11I J/44 sws eACH 9:X
<br />
<br />18 ~ THRU CHA.'iNfJ. INTO S().tf
<br />
<br />~S'
<br />
<br />Z 1/8" . , 1/2" REC, CHANNEl .~1
<br />,
<br />
<br />NOTES: CORNER CABLES OR RIGID BRACING SHAll BE USED ON ANY WAll NOT DIRECTLY FASTENED TO THE
<br />HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO WINDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY
<br />FROM EACH CORNER TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES, TURNBUCKLES SHALL HAVE
<br />lOCKING DEVICE TO PREVENT lOOSENING, THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST
<br />STRENGTH, THE BOTTOM OF THE CABLE SHAll BE FASTENED TO THE SLA.B WITH THREE 1/4" FASTENINGS OR TVVO
<br />5/16" FASTENINGS WITH A 1/8" STRAP, EITHER WAll BRACING OR TOP STRAPS SHAll BE REQUIRED,
<br />
<br />~
<br />~
<br />I
<br />...j
<br />o
<br />~
<br />
<br />
<br />ALUMiNUM STRUCTURES MASTER PLm
<br />ENGltlIRING.INC. @ COPYRIGHT AL. INC. 1994
<br />
<br />MAXIMUM ROOF BEAM SPANS
<br />IN DECIMAL FEET
<br />SCREEN ROOF J SCREEN WALLS
<br />WIND 110 MPH DEFLEcnON LJ60
<br />
<br />EXAMPLE:
<br />POOl ENCLOSURE
<br />
<br /><-I COtuMN USED )->
<br />
<br />
<br /> 4'-0' '8.'2 '9.08 19.25 19.25 19.25 19.25 ,9.25 19.25 19.25
<br />(1") 5'-0' 17.08 17.58 17.75 17.75 '7.75 17.75 17.75 17.75 17,75
<br />2x4 5'-0' '8.08 '8.58 18.75 18.58 18.75 '8.75 '8.75 '8.75 18.75
<br />PB T-o' '5.25 '5.58 '5.75 15.75 15.75 15.75 15.75 15,75 '5.75
<br /> 8'-0' 14.58 '4.92 15.08 15.08 15.08 '5.08 '5.08 1508 15.08
<br /> 9'-0' 13.El2 '4.'2 '4.42 14..2 14.'2 14.42 14.42 14.42 14.'2
<br />
<br /> 4'-0' 21.08 21.75 21.92 21.75 23.'2 23.'2 23.'2 23.42 23.'2
<br />(.1) 5'-0' 20.08 20,08 20.25 20.08 21.58 21.58 21.58 21.58 21.58
<br />2x4 8'-0' 18,'2 18.75 18.92 '8.92 20.25 20.25 20.25 20.25 20.25
<br />5MB T-o' '7.'2 17.92 17.92 17.92 19.08 19.08 19.08 19.08 \9.08
<br /> 5'-0' 15.75 17.08 17.08 '7.08 \8.25 18.25 18.25 18.25 '8.25
<br /> 9',0' \5.08 \5.'2 '8.42 '5.'2 17.42 17.d2 17.42 17.42 17.'2
<br />
<br /> .'-0' 25.08 25.58 28.75 28.58 29.92 31.(::2 31.92 31.92 31,92
<br />(I<) 5'-0' 26.08 28.'2 25.58 25.58 27.58 29.25 29.25 29.25 29,25
<br />2X8 6'-0' 2'.58 ~~.92 24.92 24,92 25.92 27.42 27.'2 27.'2 27..2
<br />5MB T-o' 2325 23.58 23.75 23.58 2... 2 2592 25.92 25.92 25.92
<br /> 8'-0' 22.25 22.58 2258 22.58 23.'2 24.58 24.58 24.56 2'.58
<br /> 9'-0' 21,412 21.55 21.75 21.75 22.4 2 23.58 23.55 23.58 23.58
<br />
<br /> .'-0' 31.58 32.05 32.06 32.08 3308 3~.92 35.92 3592 35.92
<br />(L) 5'-0' 29.'2 29.58 29.75 29.75 30.56 32.25 33.05 33.05 33.08
<br />2x7 6'-0' 27.58 27.92 27.92 ~7.92 25.75 30.06 30.92 30.92 30.92
<br />SM3 T-o' 25.25 25.'2 25.55 25.58 27.25 28..2 29.25 29.25 29.25
<br /> 8'-0' 25.08 25.25 25.'2 25.'2 28.05 27.05 27.75 27.75 27.75
<br /> 9'-0' ~392 24.25 ,,4.25 24.25 ~4.92 26.08 25.55 25.58 2558
<br />
<br /> "-0' 38.25 38.58 38.58 38.58 39.'2 '0.92 41.75 <4.25 44.CS
<br />(M) 5'-0' 35..2 35.75 35.75 35.75 35.58 37.75 :;6,55 .0.75 '0.75
<br />2x5 0-0' 33.'2 33.55 33.75 33.58 34.25 35..2 35.08 37.92 37.92
<br />5MB T-o' 31.75 31.92 :i1.92 31.92 32.58 33.58 3'.08 35.92 3592
<br /> 8'-0' 30.25 30.58 3058 30.58 31.05 32.05 32.58 34.08 34.08
<br /> 9'-0' 29.08 29.25 29.'2 29.'2 29.92 30.75 31.25 n.75 32.75
<br />
<br /> 4.-0' ., .92 '2.25 .225 '2.25 43.08 ....2 '5.08 41.'2 '5.42
<br />(N) 5'-0' .892 39.05 39.25 39.08 39.92 41.08 41.75 '3.58 <4.58
<br />2x9 6'-0' 35.55 38.75 :1592 35.75 37.'2 36-'2 39.08 40,75 41.58
<br />SM3 T-o' 34.El2 34.92 34.92 3'.92 35.58 35.'2 36.92 38.58 39.25
<br /> 8'-0' 33.25 ~3,"2 33..2 33.'2 33.92 3'.75 35.25 35.75 37.42
<br /> 9'-0' 31.92 32.06 3205 32.08 32.58 33.'2 33.92 35.08 35.75
<br /> -
<br />
<br />IN. ERPOlATION BET'NIOEN VALUES IS PERMISSIBLE
<br />
<br />~ /.T1 ALl/II/NU.V STRUCT'v.US MASTER pu..V
<br />
<br />8rsT
<br />
<br />45
<br />
<br />i[
<br />
<br />POST I COLUMN TO CONCRETE DETAILS
<br />
<br />',.2 Sc~e Pio',e 'Ty;l.
<br />
<br />-1---2.3 Colvmn Only
<br />
<br />\7--Sc,een
<br />I
<br />I
<br />I
<br />--rr-2d .C93 N-o;:e (cd' Sjce
<br />
<br />~2 [oe" 1'0 5"5 [oe" S.,oo
<br />
<br />~JOO P$1 COI'"IC.
<br />
<br />
<br />~il"linl"lm
<br />
<br />..
<br />
<br />SIDE VIEW
<br />
<br />-------
<br />
<br />'i- BEAM TOTAl. fASTENERS
<br /> SIZE 80rH SIDES "0" "b'
<br /> 2.4 5M3 '6 eo I' 0 SMS '4" 4-
<br /> 2,5 SM81 24 eo I I 0 SMS 16" 4-
<br /> 2,7 5MB i 28 eo I' 0 SMS 16" 6"
<br /> Z,g 5MB; .0 1"0 10 S.v.s 20" 0
<br /> 32 to \2 SIolS 2<1' 0
<br /> 2,9 SMa ;;:: f:~ ~ 20' 0
<br /> 20' 0
<br />
<br />
<br />DETArL @
<br />
<br />A 4',,125" FlAr BAR MAY BE USED
<br />INS rr: AD OF CtJSSE r Pf.A rES CALLED
<br />ru r III TH All APPROPR, ATE [ENe TH
<br />TO ACCOMODA TE THE RWJIRED SCREWS
<br />
<br />28
<br />
<br />~ ALIJ!>IINUJ/ STRUCTURES !>lASTER PU.N
<br />eaem ~ @ COPYRIGHT .1.. INC- 1904
<br />
<br />J
<br />
<br /> I FASTENER SCHE DUlE 1
<br /> po~, s.lt r~:i.f(N(R'5 R(:....R(O
<br />(f)@ l . J PI . 1\0 ~'5 c...Cr<l SID(
<br /><D l . . Pi , '10 $loIS ("'CH $lD(
<br />([) 2.'-;". . ,~o s...s (.....0<1 ';l0(
<br />00 l . , S....8 10 "0 ~'5 C"CH ~[)(
<br />Q)@ 1a'S"'1I 11 1'0 S"'~ c....o. So:X
<br />~ 2 . I !lloll 11 110 s..-s C"Qol !.l0(
<br />6<'/<"1> " i '"8 \.'\0 $w'i (....~ Siot
<br />
<br />NOTCHCO TO RlC
<br />
<br />
<br />
<br />SLAB DE TAIL S
<br />S\../lMMING
<br />
<br />ADDRESSING EROSION
<br />POOL ENCLOSURES ONLY
<br />
<br />
<br />"OD(R~ T[ SLQPE fOOTING
<br />~ 1 TO 31
<br />
<br />It,S
<br />
<br />rL'T 5l0P[ / NO rOOTiNC ReOUIReo
<br />o 10 ~ 1
<br />
<br />CCl..UMN
<br />P(R SCHCD'..A..(
<br />(ALTERNATE CONNECTION. (2) flO,"
<br />SMS ANGLEO INTO PURlIN)
<br />
<br />NJTC$. IX2 DB ANti 2x2 PI Ct.", Be ~OrA~(D IN All.. CCNt4(CTION$ D(TATLS.
<br />CX.l.HP1..EJ uSINC (lCA:t. i2) 'w'lh4 T~ TCP 2:CZ AND IX!? PO'SITlJ~.(D uPRICiHT ,e.S SI-olC'..'N IN
<br />;.('t.)t.. (!) IS 01(. USE r'A('CN(R SCt<tll..ilC or Gu'.\StT PtAl( AS INDICA1(1)
<br />
<br />/
<br />
<br />I'lr
<br />
<br />:33
<br />
<br />t/,~. REC. CHA"-lN(l /
<br />4 ,10' S...S
<br />(ACM ~IO(
<br />
<br />/ NOTei'( PQ~l
<br />
<br />'10 I III :;"'S
<br />,'" ON C(N:t~
<br />
<br />DETAil C0
<br />
<br />.6
<br />
<br />ALUM/NU,V STRUCTURES MASTER PUN
<br />CNCI'€ER:.'IG, 1."'- @ COPYRIGHT MOo INC. 1"<
<br />
<br />r BEAM TO COLUMN CONNECTIONS I
<br />
<br />
<br />..1
<br />
<br />POST I COLUMN TO CONCRETE DETAILS
<br />
<br />~AW CAP ..
<br />
<br />+'''' $."8. 0. S,cp ""=^
<br />Sc'ttfl
<br />I
<br />I
<br />I
<br />
<br />CC"C"',' "-v.:"Q~':')
<br />(~a: $l;HED\AE)
<br />
<br />
<br />S[C01'r..AR'(
<br />Zl..2 .~3 A.""'l4' E.,o;1'\ S:('ot
<br />0( Col<J~ "",th f 10 SItIS
<br />(sa; so "'::lV\.r)
<br />
<br />\ l 2. .0.. EtlC( W(Iilg(R
<br />
<br />'0 . , \ '24 ~s .TreK ,. CI (A. SIX '$ OCAU
<br />~lJ..It,lNXR CI P(R:~ 'ltR ECAtf . ~.' 0.1:
<br />
<br />3'2.
<br />
<br />z _ 10 SilS j1oj10 SCR(W e~s[S
<br />
<br />. . '0 ~s c-.. sa
<br />NC1~ 2' ~ 10 QIIl"'..AP POST
<br />
<br />2IJ~Y
<br />0<0
<br />
<br />I GUTTER TO FASCIA DETAiLS I
<br />
<br />
<br />
<br />S'()
<br />
<br />'^ SCA"@)
<br />
<br />Mr.
<br />
<br />PL-\.'iS DESEGSED FOR:
<br />Construction
<br />
<br />14030 Shady Shores Dr.
<br />
<br />Tarrpa,FL.33613
<br />813-935-3823
<br />
<br />39
<br />
<br />310
<br />
|