<br />
<br />FRooT A.~D SiDE BCTTW RAilS [1rl-t==?
<br />APACHE) TO CCNCPETE 'Mrrl !.iiN, f~I' - -'
<br />I/~' x 2 I/~' !,IASON,RY Ql;lCX SO /~.
<br />., s' FROY EAC," ~OSTA'<:J 24' OcA ~ . .
<br />!,lAX. A.~D WALLS A I,jX Cf ,. ,
<br />fRO... EDct: Of WiCR(TE
<br />
<br />3 - 1/4' x 4' LAG BQTS Fl
<br />MTH 1 1/4" Ft~DER WASHERS _
<br />PER 4' PANEL ACROSS ThE
<br />FRC~T AND 24' ON C-ENTER
<br />ALO~G Tt1[ SiDES (IiALK O~I)~
<br />
<br />2" x 2". 2" x 3" ~
<br />HOUCN SfE SPA.'I
<br />i ABLE HEADER Z_...
<br />
<br />CO"A:R RAIL AND _________-
<br />KICl< Pt.A re:
<br />2"x2'x0044' ~
<br />HOUOH RAil ~
<br />
<br />~~T ~~TArg :0,3?n9'" /. -: ',:. '.,>. ,>,:- '
<br />
<br />IN SCREW BOSSES
<br />
<br />1/4" ~ 2 1/4' MASONRY ANOl-'OR
<br />AT 5' FRCM EACH PCS T A.~J
<br />24' O,C. MAXI~fI;l.l
<br />
<br />,. x 2' x 0044' OPE'I 8~Cl< ATTACHED
<br />TO 80m POSTM:-ri 110 x 2" SI,jS I,jAX.
<br />5' fROM EACH P\JRVl A,N,:! 24' O,C.
<br />
<br />FRWT 'HALL P\JRliN -
<br />
<br />'MNOOW FRAMING C),'/ AiHCH /
<br />DIRECT\. Y TO HEADER
<br />
<br />CON,!NT1QNAl fRA\lING OR
<br />Al~!.iIN()1.l CO~R S1'S rEM
<br />Sl1H.r,w~ BOi'rl SIDES
<br />
<br />CtASS 'MNOO'/I iNSTALLED
<br />PER MAN\JFACl1JRERS
<br />SPWF!CA l1CNS
<br />
<br />Al.U!.iINIJI.l SHEETiNG DR
<br />'I1N'r1..
<br />
<br />~
<br />
<br />2" x ___ EX ''l1)SiCN
<br />/ PER spA.'1 T~8lE
<br />
<br />~;r ~
<br />~Z 3 - ,. M SlJS iN;) SCREII ~OTS
<br />~L:j;..( ;.:_~_ txCi\lSiON PER SPA.'. TAclE
<br />,'x2' EXm. \ . / \I :N. ,31/2' CC,/,<C SL',A3, '11/6,5
<br />/ 10 /IJ '/1./1 \I. DR FIBER '..ESri
<br />
<br />F ~A'NCHCR l',2"<00H' Pl.Are:
<br />......'..'.....' ;OCC~G.II/'/~.f21/2.
<br />'I APCR BARRtER CO'<C. ANCH<~RSM rrl:~ 6'
<br />Of EA. SiDE :;F EA. POS T
<br />I) 2~' O.c. \lAX:l.Il\l
<br />
<br />SlOe: 'lOLL HOOL~ A TTACHED TO
<br />l' x 2' x <).044' OR BWER 'MTH
<br />!.i:N. 2 110 x 1" Sl.lS
<br />
<br />Sll)[ 'INl P\)RU'lS mAI)4E:) 10
<br />l' x 2' x OCH' OPEN BACK
<br />'MD, \lX 2 110 x 1 1/2' Sl.lS
<br />iN SCRE If BOSSES
<br />
<br />TYPiCAL CORNER CE T Ai!_
<br />
<br />POST TO BASE AND
<br />POST TO BEAIA DE TAIL
<br />
<br />2",2',1/3' .A.~CtE EACH
<br />I SlOE HTACH iO P0ST
<br />A.N) (C,'ICRCE TO POST
<br />AL TER/WE CO'.O. A.~) PI. A TE M T'rl 2 ,'Ox
<br />A~CX;R L,OC~ 1'0'1 '/2" COPReSION R~SiSn,'i:
<br />.. \ ;\lASHER HEACEO SCRE 10
<br />, 1/8' \I,N IN .
<br />CONCRErE I"~ x' 2 EXBl8CN
<br />
<br />~ . 2~OO ?:l CONCRt 1:
<br />. . . ~j . . , , . \IN. '1// 5,5 /I. \I
<br />. . .!). . . OR F:SER \lES.Y :CNC,
<br />
<br />2" x ___
<br />SEE T AaLE 2
<br />
<br />PJ-=t=
<br />~
<br />:[J--- ~
<br />
<br />ALUl.fNl:\l COI'i:R CR
<br />3" S TRUC nJRAl INSJLA it:)
<br />ALl:l,IiSU.
<br />
<br />HEADER A TT ACHD TO POST
<br />I'f1r., I,j:N. 2 110 x I 1/2"
<br />iN SOREll BOSSES
<br />
<br />NOT!; NO rOOTiNG ;;oW"iRE:) EXCl?T
<br />'/Me. ADORESSiNG EROSION
<br />
<br />AL TERNA TE POST TO BEMA
<br />AND PLATE TO CONCRETE DE TAIL
<br />
<br />2' , 2", 2' x 3" CR 3' x 2"
<br />HCUOII SEE SPM. TASlES
<br />
<br />CHAlR RAIL AlTACHD TO POSTS
<br />'MTt1 W'I. 2 1'0 x '/2' S!.iS
<br />I ~ SOR('II BOSSE S
<br />
<br />NOTE: "!( is TriE ROOF' SPAN CLE,AR DISTANCE FRCf.l
<br />RECEi'l1NG CHANNEL ;0 FACE OF' 3EAf.l.
<br />
<br />~
<br />
<br />,. x 2' x 0044' OPEN BACK
<br />BOlTCU RAIL
<br />
<br />PA,N OR COl,lPCSlTE PA~~ELS. v~.( CORROSION
<br />RESiSTi~ SCRE<'IS. PASS A>JCHCRED 'Mn1 liD
<br />x 1/2' @ 3/ PA.N iNT.) RECEiW.G CHA.'iSEl .A.~O
<br />, 110 x 1/2' \) RIDc( CAP CCI<<NECnON TO
<br />RECEI,1NG CHASNEl. CO'-'PCSFE PANELS USE
<br />1/4' x (t+1/2") LAG SCRE~SM1'M '/4' 'liASHE.RS
<br />THROUGH RECEi"'~,\~G CHA.~SEL Fil0'.l Tel'.
<br />CAULK ALL CONNECTiCNS.
<br />
<br />TYPICAL UPRIGH T DET NL
<br />
<br />HOST
<br />STRUC1\.'R't.
<br />OR F AClA
<br />
<br />
<br />-------
<br />
<br />EXmUOED DR BRrAf:>lETAL
<br />HEADER 0032' \ll:-<,
<br />
<br />~
<br />~
<br />
<br />FASTENER DUERYINED
<br />BASED 00 CONSfRUCDON
<br />Of HOS T S TRVC TVR'i:
<br />CONNECTION TO HOST STRUCTURE
<br />NOTE: CONTRACTOR SHALL PRO'I1DE vt:~lnCA nON TriA T THE HOST STRUCTURE IS STRUCPJRALL Y
<br />COMPARABLE TO THE STRUCruRE SHO'~N. (MOBILE HOf.lE OR Wm:STlONAL CONSTR\;CT1CN)
<br />
<br />3 1/2" CooCRETE ~Aa 5 x 5
<br />
<br />
<br />
<br />
<br />YI$ClJENE VAPCR BARRIER U~<DE,R ~ABS
<br />I ,~ HA...'N'J smUCll;oES ABC"!
<br />
<br />SCX,lD ROCf
<br />
<br />18 x 1/2' S,I,4S IS' 0 C.
<br />iN Al.UMiNi.:Y SHEE T:NC
<br />
<br />VARIES
<br />
<br />r
<br />
<br />TYPICAL SECTION GLASS ROeM
<br />
<br />L"
<br />
<br />~~
<br />
<br />'.I!LL COI,(PACTED CHA.N flU O\1:R SACRlFictO
<br />'1.1 TVRAl ~l 90"Y. RHA Ti',! DENSITY
<br />
<br />CCNC?ET( FILLED BLOCK S1:!J 'MLL (6.81\6 NU)
<br />
<br />1. iNSTAll RII)O FOA'" IN9JLATlON iNTO AlUlJIN\JI.I ROCf P.A.N
<br />2. CO...!R INSlJlATlCN 1'f1T:1 0019' PROTEO'OR PA~EL 'MTH O\1:RlAPPINC 5VYS
<br />3. iNSlJlATiON PANEL Sl-IALL BE CLOSE':! 'MTH ALUI.{"NU\I E'<O CAP TO SEct:RE iNStllAnCN ptACE\lENT A.NO
<br />TO OISCOlJRAGE THE NESTiNG Cf MlDUfE A~<D OR iNSECTS
<br />4, PROTECTOR P.A.~EL '1I11.L BE SEct:REO BY 18 x 5/8' CCRROSlC~ RESlST:V( WASHER \-<EAOEO SCRE~'S
<br />5. SCPi.'N PATTIRN SHALL BE 12' ON ALL PER:I.{(T,RS AND 24' DC, rlELD ON EA01 ?.A.~EL
<br />5. ALUI.{IN~'" END CAP 'lI'lL BE ATTACHED '/11TH 3 i3 x 1/2" CI)(POSJCN ,RES<STI'.! WASHER HEACEO SCKfl0
<br />7. SEAl. All SORE'II HEADS 'Il1TH CAULKING
<br />
<br />NOTES:
<br />
<br />5' x 12' CCNCRETE FOOTi,~'J 'M~1 1 15 CONTiNUOUS
<br />LOCAre: ON UNQISTURBED ,NATVRAL SOL
<br />, 15 VERTICAL AT CORNERS A.ND '0'-0" DC.
<br />
<br />RAISED PATIO FOOTiNG
<br />
<br />;of '11/2 " '11/2 "
<br />Al'';.,Nl;U PAN I CI "
<br />~;On:S: A,NC:'M ,. " 2' ~EN ,B'~ ",~tl_ IJ~
<br />
<br />1APC0'4 02S" x 2" LENG:-ri :.1.1.<. IT' r;3
<br />Cf 2'-0' 0 C. ANcrCR TO '/lALl I II A g
<br />'M!H 1 1/2" J10 SlIS 'M7'rl V I~ g:
<br />'/lAShERS 2'-0" O.C. S?ACW; I ~
<br />A.~(}KR 3EA'. .1.';0 CQIJliN ~NEE I '\ II ~
<br />BEAI,l '1'Ilr:~ A~~C:1CR Cl;PS A~D -,{- 'k
<br />j10 5CR[WS AND WASHE.QS. ~ -. I' x 2" x )CO' w
<br />
<br />!.ii~. SUB r"cxNES$ reR $tAB I J 'J( YA.'l!ES !
<br />O~ GR,ICE j 1/2' CONCRETE.
<br />
<br />r l 2-_ 80,l.l A~i() CQI.."ANS \lAX.
<br />COlV.NS 'J U. CQIJl.i~ S?ACiNG
<br />SEE T A3L~S
<br />
<br />TO SnECT FRe'IT 'NALLBEA,1,4
<br />FRCI,l T AeLE ~~i lAR'TR "L"
<br />VALUE Of 11/2 OR W/2tOH.
<br />
<br />2" x _~_ BEAI,l SEE T~BlE 4
<br />
<br />Q',nIi(NG V(,,:tS
<br />2'-D' UAX. -+
<br />
<br />3 1/2" $tAB
<br />ON GRADE OR \
<br />RAiSED FCOTiNG
<br />
<br />I
<br />
<br />I
<br />"If I
<br />'!.iU SE,".": \lAX. I l' x 2"
<br />SPA.N I IJPRIGHT I, \ I
<br />TA8L~ I LE'icr"-l -t-
<br />V..IR'tS N0 !AAX. {,:LEI SL'3 OR eN GRADE)
<br />
<br />T'i'?ICAL GlASS RC(MMTH 501."0 'Xf. T"l?ICAl fR':NT "''EN FR..\\iING
<br />. (HEIGI1T OF UPRIGHT IS I.lEASURED FRey TOP Of ,. x 2' PLAn: TO BOTT2Y Cf 'Ii~Ll BUY)
<br />
<br />"to
<br />
<br />. 'H'
<br />
<br />!.i'N 2' , 2' x0044'
<br />(T'i'?ICAl)
<br />
<br />TYP:CAL SCREEN AND GLASS ROOM
<br />L
<br />~AP'[SJ
<br />r r
<br />
<br />../' SauD COVER
<br />
<br />
<br />'.AX. 'Mor~ 5r
<br />ROOGHJFE,'Ji.NG
<br />
<br />V.A.R:ES
<br />
<br />=F~
<br />
<br />SHEHt'jG BO TH SlOES
<br />, 1/2' x r
<br />
<br />SLAB 3 1/2' I.{;N, ___
<br />(SEE DETAil)
<br />
<br />2' x 2'
<br />
<br />TYPiCAL SCREEN AND GLASS ROOf A
<br />
<br />N07l:: THE HOST STR\JCruRE IIVST BE CtJ'IoBlE Cl St,??CRTNQ l"H( AlU~INl'\j STl1l)C~;Rt TO 6t ATT AC<f:D TO ~ HOST SW'JcruRl: C(NERNH 1'<(
<br />CClJOiDC" Cl T'rlE Ex:sm,Q ST!<IJDT1;REMLL :NDICAn: ~ STRVC~JRtS CAPAil1UTY. T}je: reHCMNC CCI',ClT1Ct<S;\'CST ST'lVC!1;Rl:S ARf: C,tJ'A3l!:
<br />Cl SUPPCRnN(; ft'( Al~I<:N1;Y STR\JCT1;R( TO BE A1HOiED;
<br />1. IIASCf;RY '~,1us. 2', 4' fRA!.<f: CCloiSTRUcnCN NALLS, r~E E~'C1Nt::RED '/lOCO TiMstS 'III A 2', o. SU9 rACA "-.0 A TRUSS C\tRH"-HC Cl uP
<br />TO 4', ....~O/cil ATTAOi~ENT Cl l"H( ALUIIINUII STR\JCl1.iRl: T1,R(lJGH H ,. rACA TO 1\<( TRVSS 91.Jn '/II A .~XIW\j Cl 4' lR\JSS O\tRH....'1(;.
<br />2. ~('.ellE HOJES Y....NurACf\;RED Mn:R 1984 ....ND BU'lT 10 1\<( 1ge4 H!JO ST"-NNROSI<<R( 1\<E ....~O'CRS IoF'E :~TO fH( lRUSS sun$.
<br />3. CONOlTICt<S NOT CO\,\:PtD ~90~ SH,\lL BE RE',lE'~D ey fH( ENCl~IH~ TO DEitRI<iNE 1\<( ~osr STR'Xn;;'E ADEWACY.
<br />4. ALL T1lI,;SS S'fST!:\,IS SHALL H(,( A \lAX1\II.'1I SPACiNC Cl 24" o,c.
<br />5. \lOOU HQ<.iES NOT CCNrcP\j:NC TO Tl'E STA!<O~.'lOS ABeI( SH,\lL HA,{ A S<:lF SlJffi;l\~NC fII'E A(l,AcrNT TO ThE \,iOOLl: H().lE iN UE'J Cl
<br />
<br />
<br />1.l:'4. 250) P~ CC..C. 'MTH 5 x 6 'I<(LD€O \\lR~
<br />
<br />
<br />N01E; riSER !.iESH COOCREre: DotS
<br />NOT RWJiFE ~:RE I.lESH
<br />FlAT ~OP~ / NO FOOTiNG
<br />o - 1'/12'
<br />
<br />YCCERA 1: $tOPE FOOTiNG
<br />2"/12" - I' - 10'
<br />SLAB DETAilS ADORESSi~G EROSION
<br />
<br />SrEl? $tOPE FOOTiNG
<br />> ,. - 10'
<br />
<br />~ ". ,^" '" CD, ~~NUClJS COl1:l'
<br />-f''t- RI.O ,""un"
<br />
<br />.~ ij" / / ~~'-.... ". 5/" ",,"0,""
<br />t-----I~~ ~~~ ~! RE9S11! WASHER
<br />" J 12' 1 , ",H~A,DED SORE 10,:, ,:
<br />
<br />9 ,1 - {) 0 0 6 <;~
<br />
<br />TYPICAL PANEL
<br />
<br />~:,Ern The RW.Jl~fT3'
<br />tF O1A?TEP t2'JS sec 19'31 ED
<br />
<br />Di :t
<br />1 :;4:
<br />
<br /><('II:;.:.NS J cr;o;
<br />
<br />~b
<br />
<br />~I ?::~
<br />o~a
<br />~~;:5e
<br /><( i C"t.:J
<br />gs~:i~a
<br />~~-_5
<br />z~~~g
<br />o::a~i>-
<br />Bo ::s
<br />Z~25CH...l
<br />;3~~~'::lv<
<br />Ot:;2_G:~
<br />uil-02)
<br />,ouzz_~
<br />.:=Jc:J<V"I"o.,'....
<br />< -<)-
<br />~W';52~
<br />'cS~or.:5'-'
<br />~,5~~:l<
<br />fi~~b<~
<br />~:5 ':i! '7-
<br />'" ~_o~
<br />~'O~5
<br />(3)- ogv>
<br />~~~3~
<br />:::;~g~o;"
<br /><3:oii::{~
<br />
<br />~tJ
<br />~E
<br />~~
<br />~3
<br />is'^"
<br />t:1~
<br />~~
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<br />(/)
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<br />l!"d
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<br />@~
<br />~g
<br />~i ~
<br />~ cd <:
<br />>-g
<br />i~:to
<br />lv,~~
<br />'. ~~~9
<br />~,o~~re
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<br />G.3 .J'I~-
<br />~ ~ '
<br />
<br />
<br />~[ET I
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<br />
<br />Of 3
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