|
<br />FRUiT 'HALL PIjRVJ
<br />
<br />
<br />EiX<: 80.\1 ~-
<br />
<br />l' x 2' x 0 O~4' Of'L~ BAD< A TTACl-'ED
<br />TO f?~T POST 'Mr~ 110 , 2' S'4S \lAX.
<br />5' FRO'" [ACH PVRL!" A.~D 24' DC.
<br />
<br />FR~T A.NO SlOE Bono... RAilS rtl~
<br />ATlACFD 10 CCt<CR~T[ 'Mrrl ,,'N, ~r
<br />1/4' x 2 1/4' "ASOiRY I)JICX SET~" ,
<br />l} 5' FRO\l EACH POST A.~D 24' O,C . , .
<br />"AX A.~O NAllS A \liN, Of I' ,
<br />FRO'" [DC[ Of CONCRETE
<br />
<br />TYPiCAL CORNER DETAIL
<br />
<br />~;, 1/~~4x. ~~NL~2R B~~ERS -f=~- " ' ~
<br />PER 4' P AS(L ACROSS THE
<br />FRC~T 11.'<0 24' O~ c(~:t:R ~ _
<br />ALO'4G l'riE SiCES (MLK ON~ __
<br />
<br />2" x 2", 2' x 3" ~ ------
<br />HQlC'N St:E SPAN 0---------
<br />T ABLE HEADER Z__: ~ _____ Z
<br />C!'AJR RAIL A.~D ~ ~
<br />KICK P1.A TE
<br />2'x2'x0044' ~
<br />HQLO'N RAIL ~ L
<br />-c~ t , .-:?--.....
<br />POST ATTACHED TO 301101,1 /,.,'"
<br />M1'rl MIN, 2 110 x 1 1/2" . , , , , ,
<br />,N SCRE N BOSSES . ',','..,'
<br />. ,
<br />1/4- . 2 1/4- ~ASCNR,( A.~KHOR ..
<br />AT 5' FROY EAI)i POST A.NO
<br />24' O,C, i.lAXUI,;!.l
<br />
<br />TYPICAL UPRIGH T DETAIL
<br />
<br />'NlNDCW FRAMING CAN ATTACH /'
<br />DIRECTt Y TO HEADER
<br />
<br />CGN'1t:NnQNAl FRA'-liNG OR
<br />ALI~l.l,~.el.l CO~R Sl"S TEI./
<br />Si1EETING B01'rl SIDES
<br />
<br />C.lASS 'NlNOO'1i iNSTAlLE~
<br />PER '-IANUFACTURERS
<br />SPEelFICA nONS
<br />
<br />~
<br />~
<br />
<br />SWD ROOf
<br />
<br />18 x 1/2" SI.IS 15' 0 C.
<br />IN ALU!.IINI,;M S<lEE TING
<br />
<br />ALUMiNIjM S<lEETING OR
<br />V1N'1t
<br />
<br />~
<br />
<br />TYPICAL SECTION GLASS ROCM
<br />
<br />NOTES:
<br />
<br />SlOE WALL HEADER ATTACHED TO
<br />l' x 2" x 0.044' OR 3ETTERMn~
<br />\In 2 #'0 x " S!.IS
<br />
<br />
<br />SlOE WALL P\JRliNS An AC11ED TO
<br />I' x 2' x 0044' OPEN BACK
<br />Mrrl ..IN, 2 1'0 xli /2" SlAS
<br />IN SCRfN BOS SE S
<br />
<br />3 - " 1'0 SI.IS INTO SCRE'1i stOTS
<br />2"___ EXTRUSION PER SPA.N TABLE
<br />l' x2" EXTR, \ II!", 3 1/2" CCNC, stAB 'II/ 5,5
<br />10/10 W,N,\I. CR F:8E.R l.lESH
<br />
<br />F' 9 ANCHOR ,'x2"x0044' PLATE
<br />" " , . ., TO CiY'IG. '/1/ I/4"x2 I/t
<br />VAPOR BARRIER CO"<O, I.N~ORSMl'riiN 5'
<br />Cf EA. SlOE Cf EA. POST
<br />@ 24' O,C. i.lAx:l.Il;\4
<br />
<br />ALUI.I1'JI,;M CO'ltR OR
<br />r STRUCTURAL iNSULA 'ED
<br />AlU\lLNl;i.I
<br />
<br />POST TO BASE AND
<br />POST TO BEAM DETAIL
<br />2"x2'x1/8' ANGlE [AC'rl
<br />SIDE AlTAC!' TO POST
<br />AND CONCRETE TO POS T
<br />ANO P1.A TE 1Il1'rl 2 I' O.
<br />'/2" CCRROSiON RESiSD'.f:
<br />WA SHER HEADED SCRE<1'5
<br />/ " x' 2" EXTRUSiON
<br />
<br />1500 PSI C(}.jCRE TE
<br />:~l ~:!'j. 'N/ 6.5 '/01.1.
<br />. , ' . ' lJ., ' " " '.' DR Fi8ER MESH CONC.
<br />
<br />NOTE: NO FOOTING REi)JIRED EXCEPT
<br />V.~~E.N ADDRESSING EROSiCN
<br />
<br />2" x ___
<br />SEE T A8\.E 2 "
<br />AL TERN ATE CONC.
<br />ANC,XJR LOCATIO~j\
<br />
<br />' 1/8' !.IIN. IN
<br />CONCRE TE
<br />
<br />HEADER A T1ACl'ED TO PQST
<br />'.11TH MiN, 2 110 x 1 1/2'
<br />l'l SCREW 30SXS
<br />
<br />
<br />2' x 2", 2' x 3' OR r x 2'
<br />HCUOII SEE SPAN TABLES
<br />
<br />CHAiR RAil AlTAC11ED TO POSTS
<br />'Mr~ !.IIN. 2 1'0 . 1/2' SMS
<br />IN SCREW BOSSES
<br />
<br />ALTERNATE POST TO BEAM
<br />AND PLATE TO CONCRETE DETAIL
<br />
<br />NOTE: '.It' 1$ T'eI( ROOF SP AN CLEAR DISTANCE FROM
<br />RECEIV1NG CHANNEL TO FACE OF SEAM,
<br />
<br />" x 2' x OOH' OPEN BACK
<br />Bonoy RAil
<br />
<br />PA."~ OR OO!.lPOSlTE PANUS.. V~CO~OSiON
<br />RESiSTl~t, ~Q/S.: RIltiSANQ10REii "M, 11i #10
<br />x '/2. 031 PA.'i INTO RECEMNG CHANNEt ANO
<br />, ,'0 x '/2. @RIQr.f: CAP cO{iN(~.nON TO
<br />RECEiYlN~ Cfl,\.~NEC' COMPOSiT( ~flNns USE
<br />1/4'i (hl/2') l,i,G SCREWS./tIiH 1/4' '!lASHERS
<br />l'riROVQ-l RECEIVlNGCHA'lNfL F~Y TOP.
<br />CAULK,All CONNECTIONS. .
<br />
<br />HOST
<br />S TRUC TlJR't.
<br />OR F AC1.A
<br />
<br />
<br />_______ (l.TEl:'~O OR BREAXI.IET Al
<br />FASTENER DETERMiNED '!Q.QE~' 0032' I.IIN,
<br />BAxD ON CONSmUCTION
<br />IS HOST STRUCTURE
<br />CONNECTION TO HOST STRUCTURE
<br />NOTE: CONTRACTOR SHALL PRQV1DE ~RlflCAnON T'rlAT T'rl[ HOST STRUCTURE is STRUCTURALLY
<br />COMPARABLE TO T'elE STRUCTlJRE SHOWN (M08IlE HWE OR CON\'ENTlONAL CONSTRUCTION)
<br />
<br />AlUWMI ATTACH!04ENT \
<br />
<br />3 1/2' CONCRETE stAB 5 x 5
<br />'U.F. OR Fi8ER ,IIESH CONCRETE
<br />
<br />. , , ~"It '"
<br />
<br />I,1SOOENE VAPCR BARRIER UNDER StABS
<br />HA\1NG smUCTUR[S ABOI'(
<br />
<br />'//ELL CCI.IP~CTED O,EA.N flLL O~R SACRlFICED
<br />NA I1;RAl SOIL 90". RHA n\~ DENSifY
<br />
<br />1
<br />
<br />
<br />VARIES
<br />
<br />3'
<br />
<br />.L~
<br />
<br />.~
<br />
<br />CONCRETE FillED BLOCK STEI.l WALL (exs,i5 CMU)
<br />
<br />" INSTALL RIGID FOAY iNSVLATIONNiO AlUlJlNeM ROC( PA.N
<br />2 COltR INstllATiCNMiri D DIg" PROi1:CTOR PA.NEL 'tilTH OltRLAPPiNG xAI.lS
<br />3. iNstltATlON PANEL 5l'ALL 8E ClOSEO '1<I1'rl A1.UI.l.N\;.... END CAP TO S(C1JRE INSULATION PlAWJENT A.NQ
<br />TO DISCOI.:RACE THE NESTING IS \\1LDUF[ AND OR iNxCTS
<br />4. PROTECTOR PANEL 'Il1LL BE xQ1JREO BY 18 . 5/8' CORR05JON RESlSnI'E WASHER H[ADtD SCRE<1'5
<br />5, S~'N PAlTERN SHALL BE 12' eN ALL PERI!.lETERS A,~D 24' OC. FiELD ON EAC!' PA.NEl
<br />5, ALUl.li,NUY [NO CAP IIlLl SE ATTACHED 'MTH 3 13 x 1/2" CO<R05JON RESiSTlI'E WASHER HEADED SCR('<1'5
<br />7. xA!.. ALL SCRE'N HEADS 'M 1'rl CAULKiNG
<br />
<br />5' x 12" CiY'CRETE FOOTING tolTH , IS CONTINUOOS
<br />LOCATE ON UNDiSTURBED NAT\.'RAl SOIL
<br />1 IS ItR TICAL A T CORNERS A. ND 10' - 0' 0 C.
<br />
<br />RAISED PATIO FOOTING
<br />
<br />NOTES:
<br />
<br />'N/2
<br />At""", '" ~
<br />
<br />"q""u:<,,~ I
<br />TA?tC~~2S~'t 2'lENG :(.
<br />Of 2' -Q' 9~A~ifi~J (
<br />~:a,,'.,l '''11-ll~~1J,)" 'II. l.
<br />WA$(J(RS 2,.,.0 \lC.~Ag.NG
<br />ANQ-l It ~'IQ.C\\'iYt'4 K~.EE
<br />BEA,lI< 'jQ-jQ~ ~'..t.\'1l
<br />I" ,J,.Nil':'NASHERs"l'
<br />
<br />TO St:lECT FRCNT 'NALL8EA,1I
<br />FROM TABLE UX LARC1.:R "L'
<br />VALUE Cf '11/2 OR w/2+0H,
<br />
<br />w 2
<br />
<br />l~:' 8b.\n,N~16JN~! MAt
<br />,.(~Jb~", .'-CQt'\;('fSPA~iNG
<br />'j;',SEt TA" ES
<br />
<br />
<br />UN, Sl.~~.i;jIl;KN~SS- fOR SlAB
<br />ON OODE 3. 1/2' C~CRE TE,
<br />
<br />tJ
<br />
<br />"It VAR:ES
<br />
<br />" x 2" x ONO'
<br />
<br />J.
<br />~~~*~7_;;it~'~~i\i~$[1'~mc( 4
<br />
<br />OltR'riA'.G VARIES
<br />2'-0' MAX. -+
<br />
<br />3 1/2" StAB
<br />ON GRADE OR \
<br />RAixO FOOTING
<br />
<br />-r
<br />
<br />"L' "If
<br />MAX. BEAMj MAX, \' x 2"\
<br />SPAN UPRIGHT I
<br />TABLE LENGr~ -1.-
<br />VAR:ES NO MAX. (ELEV. StAB OR ON GRADE)
<br />'Nl'lCAL ClASS ROCM 'M1'rl SOlID ROOF. TYi'ICAl FR'JNT ITN FRA'AiNG
<br />. (HEICl1T OF UPRICl1T IS !.IEASURED FRQM TOP CF l' . 2' PLATE TO 80TTOII Cf WALL BUI.I)
<br />
<br />TYPiCAL ~~W AND GLASS R~l1'
<br />
<br />/" SOliD COltR -+.,,"~
<br />
<br />-Ft
<br />MAX, '/I1011i 53"
<br />ROOCl1 OPENiNG
<br />
<br />. -H-
<br />
<br />UIN, 2' . 2' xC.OH'
<br />(TYPICAL)
<br />
<br />VARIES
<br />
<br />=F~
<br />
<br />SHEETING 80TH SIDES
<br />, ,/2' x 2'
<br />
<br />2"x2"
<br />
<br />SUB 3 , /2" 1.1 iN, ____
<br />(SEE DETAil)
<br />
<br />TYPICAL SCREEN AND GLASS ROOM
<br />
<br />NOTE: THE HOST STRVCNR( WST B( C'&p"8lE rJ SUP?DR~NC 1\<( Al~I.l:NL'1I S:R\JCNRE TO 8( mA~EO TO M: HOST STRVCNRE, GENER.A:.LY ~E
<br />CONOInQN CF THE EXISTI/1G STRVCNRE 'MLL INDICATE ~E SrRUC11JRfS CAf'ABI\JTY, ~E FQLO'MNG CCti0l11OOS~OST STRUCNRES Ail!: C.AJ'''8lE
<br />rJ sup~mlC ~E ALI;YINtll S TRVCNRE TO BE A mCl<EO;
<br />1. II.ASOORY WoIl.LS, 2", 4' fRAl.<€ CONSiR\.K;nOH WALLS, ril!: O.ONHREO 'HOCO T1lIf>'S<S VI/ ~ 'tx 6' SUB fAOA AND ~ TRUSS O\tRliI\..'IC CF UP
<br />TO ", I\.NO/OR A1TACl<II.ENT CF ~( ALI;II.NL'lol STRVCNiI!: ~R(\)CH T',<E " FAOA TO ~E T1lIf>S B\Jl1S '/1/ ~ IIAX:WII :E c' 1RVSS O"tRH"I4C.
<br />2, I.lOSH H()I,l(S I.lANur AC11JREO /.fTtR 1984 AND BUIlT TO ll<E 1984 I<\JD STI\.~OA,'CS 1Ii'(RE 11<E AN~S ARE INTO M: TRVS; B\Jns.
<br />1 CONOlnONS NOT CO"tREO A601t: SHAlL BE R(\lE'~D BY M: ENGINEER TO DE f[RII.INE ll<E HOST STRVCNiI!: Io[)(iJJACY.
<br />4, IIlL 1\lIJSS S'f'>T!:I.IS SIVLL HAiti: ~ I.l~Xl)jI;\l SFAONe CF 24' O.c.
<br />5. II.OSH HC'JES NOT CONf~I~C TO 1HE S1A!lOAPOS ABO'( SHAlL 1iA'i( A snr SUPPOR~NC FAJ.lE Io[)JACl:NT TO 1HE 1I000LE H()I,lE [.'I UEU CF
<br />
<br />
<br />
<br />NOTE; Fi8ER l.lESH CONCRETt: DotS
<br />NOT REQUIRE 'MRf: UESH
<br />f1A T StGPE I NO FOOTING
<br />o - 2" /12'
<br />
<br />MOOERA i[ StOPE FOOTING
<br />2"/12" - " - 10'
<br />SLAB DETAILS ADDRESSiNG EROSION
<br />
<br />STE(? StOP!: FoonNG
<br />> " - 10'
<br />
<br />12" ?A'lS 00 C~T'.N\JOOS CO~R
<br />
<br />
<br />RiGiD INS:'.IlA nON
<br />
<br />~ #8 x 5/8" CORROSI~
<br />RESiSTIlt WASHER
<br />HEADED SCR[/!S
<br />
<br />12'
<br />
<br />1
<br />
<br />9 4 - 0 0 0 6 ~.\
<br />
<br />. ,.\.... ,'"
<br />
<br />'~I-. .:
<br />
<br />TYPICAL PANEL
<br />
<br />~EE1S me RWJ1~ 1
<br />CF ~A?TE~ I2'JS SSC 19')1 m
<br />
<br />CA It .~E'IISl(NS ClCK
<br />1 94
<br />
<br />~b
<br />
<br />~t 'sf
<br />::toza
<br />~1f~1o
<br />l:iij"'~
<br />< '..J 0' '-'
<br />15"'~~B
<br />~o~1-5
<br />",z88g
<br />5~a:a:
<br />R~:"2;
<br />2~,-,~U
<br />~--~>:jv(
<br />5w.:l~G:~
<br />u2>-0."'.
<br />",,-,~zi::'b
<br />;lcrJ ~":.2>-
<br />~w!!;5.:1~
<br />15/joC5U
<br />ocs:;'<<
<br />~~"'~~~
<br />~~f5'ZiX~
<br />= o-p~
<br />~'OS~~5
<br />~cuV\g'Q
<br />\2~~.311:
<br />::;<3H~aw
<br />~g:g~~a:
<br />
<br />"''''
<br />g~
<br />~:!
<br />~f5
<br />iSc..
<br />iXi
<br />'~~
<br />2:""
<br />:liB
<br />ai:i
<br />'~~
<br />aU
<br />~~f
<br />..,-0
<br />!i~~
<br />~~ri
<br />z~a
<br />,...a~
<br />'=I~e:
<br />.;:"'''''
<br />
<br />f/)
<br />ex:
<br />l1J
<br />>
<br />o
<br />o
<br />o
<br />:J
<br />o
<br />f/)
<br />
<br />~
<br />@,
<br />gf~
<br />~~
<br />~~
<br />@) ~ ~
<br />~1l ~ ~
<br />L!.!.J s1 ....:
<br />~ 15~g
<br />~ I VIe;:.
<br />
<br />@ ~~tJ~
<br />~ a~~~
<br />...~
<br />'"
<br />2
<br />
<br />
<br />':l<([T I
<br />
<br />~
<br />
<br />CF 3
<br />
|