|
<br />FRON T '.I' ALL P\JRli~ -
<br />
<br />
<br />(DC( B(,I.I,I ----
<br />
<br />l' x t x 0044' OPE~ BACK ATTACl'tD
<br />TO ffiONT POST 'M111 '10 . 2" $!.IS !,lAX,
<br />6' FROM EACH PIJRU~ ...~O 24' OC,
<br />
<br />FRONT A~O SIDE BOTTOM RAilS rLlfLt:::=:?
<br />AT1ACHED 10 CONCRETE 'Mr~ l,jiN, ~r:-~ ..
<br />1/4' , 2 1/4' \,lASONRY C\j10< SET ~.' .' .
<br />\) 6' FRO.., EACH POST ,1."0 24' OC . , .
<br />!.lAX. A.~O WALLS A I,j~N_ Cf I' .
<br />FRO'" EDG[ Cf CONCRE TE
<br />
<br />TYPICAL CORNER DETAIL
<br />
<br />J - 1/4' x 4' LAG SOLTS -el
<br />'M111 1 1/4' FE"OER '/lASHERS. ....
<br />PER 4' PANEL ACROSS THE
<br />FRONT ,1.,."0 24' ON GiNTER
<br />AlONG l1-iE $l0ES ('/fAll< ON)~
<br />
<br />2" x t. 2" x 3" ~
<br />H(tLO'N SEE SPA~
<br />T ABLE HEADER Z ,
<br />CHAIR PM, "NO ~
<br />KICK ?LA TE ------
<br />2' x 2" x 0,044' ' ~
<br />HCtLO'N RAIL -c:: ~ L :
<br />
<br />POST AlTACl'ED TO BOnOM /" . . ' '... ,
<br />'M111I,lI~, 2 #'0 x 11/2' , ,. . ," .
<br />IN S{;REW BOSSES ' ".',.', < . '
<br />" ".
<br />1/4' ~ 2 '(4' I,lASON'lY ANCHOR .
<br />AT 5' FROM EACH POST AND
<br />24' O.C, I.lAXIU\:l.l
<br />
<br />.~.-t
<br />.....
<br />
<br />
<br />~
<br />:O~ ---- ~
<br />
<br />--i---
<br />
<br />TYPICAL UPRIGHT DETAIL
<br />
<br />'MNOO'II FRAJ,jJ~G CAN AT1ACH /"
<br />DIRECTt '( TO HEADER
<br />
<br />CON'<t:NTIONAl. FRA!.IiNG OR
<br />ALUI.mjUM CO'ltR S'r)TEM
<br />SHEETING 80TH SIDES
<br />
<br />GLASS 'MNOO'N INSTALLED
<br />PER I.l ANUf AC TURERS
<br />SPWflCA TIGNS
<br />
<br />AlUMINUY SHEETiNG OR
<br />'IIN'11.
<br />
<br />~
<br />~
<br />
<br />SCtIO ROCf
<br />
<br />18 x l/t $MS IS' D.C.
<br />L'l ALUMINUM SHEE TiNG
<br />
<br />~
<br />
<br />TYPICAL SECTION GLASS ROOM
<br />
<br />SIDE WALL HEADER A T1ACHED TO
<br />I' x 2" I OC44' OR BETTER 'MiH
<br />MiN. 2 110 x I' SMS
<br />
<br />SIDE 'HALL P\JRUNS A mQl;ED TD
<br />l' x 2' , 0.044' OPEN BACK
<br />'MTH I,([N, 2 '10 , 1 '(2" SMS
<br />iN S{;RE'I/ BOSSES
<br />
<br />ALUMiNVl.l COvtR OR
<br />J" STRUCTURAL iN9JLA TED
<br />ALUMlNI,,)U
<br />
<br />HEADER A TT AQl;ED TO POST
<br />'MTH M;N, 2 '10 x 1 1/2"
<br />IN SCREW BOSSES
<br />
<br />2' x 2'. 2' x J' OR 3' x 2'
<br />HCtLO'1I SEE SP A,~ TABLES
<br />
<br />CHAiR RAIL ATTAOHD TO POSTS
<br />'Ir1r~ fJl~. 2 110 x 1(2' SMS
<br />is SCREW BOSSES
<br />
<br />" x 2" ~ 0044' OPE~ BACK
<br />BOTTOY RAIL
<br />
<br />HOST
<br />S TRUC TURf.
<br />OR fAC1A
<br />
<br />
<br />2' x ____ EX TRUSION
<br />/ PER SPA.N TAstE
<br />
<br />,..
<br />
<br />
<br />3 - I' 1'0 Sl.4S INTO SORf" SlOTS
<br />
<br />r,___ EXiRl)SIOH PER SPA.N TABLE
<br />
<br />YI~. 3 1(2' CONe. SLAa '.1'/ 6,5
<br />10(10 '/1,'/1. !.I, OR FI8ER IJESH
<br />
<br />A.~CHOR 1'~2".OCH' PLATE
<br />TO CONC. 'N/ 1{4'~2 1/2'
<br />CONe. A"CHORS 'Ml1-iiS 5'
<br />Cf EA, SlDE Of EA, PDST
<br />I) 24' DC, I.lAX:Wl.l
<br />
<br />POST TO BASE AND
<br />
<br />POST TO BEAM DETAIL
<br />
<br />2'~2'xl(3' ANctE EACH
<br />SIDE A T1ACH 10 POS T
<br />AND CONCRETE TO POST
<br />A~O ptA 1! 'M1\1 2 110x
<br />1/2" CCRROSION RESiSTI\E
<br />WASHER H~ADED SCRE'^S
<br />
<br />" I 2' EXTR'JSlON
<br />
<br />/ 2500 PSl CONCRE TE
<br />. ,.. '~L . ", . . I,jIN. '/1(6,6 W.'lIfJ,
<br />.. o!J, .... . . OR Fi8ER IJESH CONC,
<br />
<br />V APCR BARRIER
<br />
<br />r , ___
<br />SEE TABLE 2
<br />ALTERN A TE CONC.
<br />ANCXiR LOCA Tl0~1\
<br />
<br />1 1/8' fJlS, IN
<br />CONCRE TE
<br />
<br />
<br />NOTE; NO FOOTING REQUIRED E~crPT
<br />'M-iW ADDRESSI~G EROSIGN
<br />ALTERNATE POST TO BEAM
<br />AND PLATE TO CONCRETE DETAIL
<br />
<br />NOTE: "/(" IS friE ROOf SPAN CLEAR OIST ANCE fROY
<br />RECEIV1NG CHANNEL TO fACE Of BEAM,
<br />
<br />/
<br />~[]
<br />
<br />PAS OR CQI,lPOSlTE PANtlS. ust CORROSlO'-l
<br />RE$lSTi'<t: SCRfHS. PANS ANCHORED WITH #10
<br />x 1/2' l) J/ PA.N mo RECEiViNG CHANNEL A~O
<br />1 '10 , 1/2' I) RI~e( CAP CON"ECTi()N TO
<br />RECEiViNG CHA.~NEL. COMPOSITE PANELS USE
<br />1/4' ~ (\+1/2") LAG SCRE'iIS 'Ir1r~ 1/4' 'IiASKE~S
<br />THROOGH RECEIV1NG C"rlA~NEl FROM TOP,
<br />CAULl< All CONNECTIONS.
<br />
<br />NOT!:; THE HCST STRUC11JRE WST BE CAP.\&E r::F SUPPCRTINC l'r<E AlUIJ:NUI/ SrRlJCT\;RE TO BE ATH~ED TO l'r<( HOST STlI\JCT\;RE. (tNERALlV !'HE
<br />CCNOITIClol r::F 1'rlE EXISTINC STlI\JC11;RE 'MlL INDICAT!: THE S:RIJC11JRtS CAPA8lUTY, 1l1E FCUCI'IlNC CCNClnC!olS/HOST STRUC11JRES ARE CAPABlE
<br />r::F SU'PORTINC Tl<E ALUIIINIJI/ STlI\JCT\;PE TO BE AT1A~ED:
<br />1, IJASCl<RV ViALlS, 2"x 4' rWl( CCNSTRUCrool 'NALLS, PRE ENClNEERED .ilQ(() lilIJSSl:S 'III A t, 6' sua r AaA ,l,NO A TRliSS O,,{RH,l,NC r::F UP
<br />10 4'. ,l,ND/CR ATiAl;HIIENT r::F Tl<E ALUI.!INUI/ STRUC11JRE Tl<ROOCH roE " rAaA TO THE TllVSS auns 'NI A ~AX;WI/ :;f 4' TRlJSS O~RHA.NC.
<br />2, ~OOIlE H(\IES IJAMJrACT\;RED Afn;R 198. ,l,ND Bt!llT TO 1l1E 198. HUO STl"NCAROS i'KRE l'r<E A.NO<eRS ARE iNTO 1\;f; TlI\JSS Bt!T1$.
<br />3. CON0\1\C!olS NOl CO~RED AOOI,{ SH"ll OC R{'~EI\{D 6v THE ENQNEtR TO Df.TtR\liN[ 1l1E HOST S;ROC11;RE AD(OOACV.
<br />4. AlL TR\JSS SY';T(IlS SHALL HA~ A ~AXlI,jL'l.I SPAClNC r::F 24' a.c.
<br />5, I/OOI\.E H(\IES NOT C~fCf'lA!NC TO l1-iE STA.'(),!,ROS ABC~ SHAil HA~ A 'XlJ SUPPCllTINC F 1.IlE AD,AC(NT TO 11-iE 1l000LE H(\IE iN UEU r::F
<br />
<br />------
<br />
<br />EXiRUDED OR 8REAJ(~ETAL
<br />HEAD!:.R 0032' UIN,
<br />
<br />f AS1ENER DE1ERMiNEO
<br />BASED ON CGNSffiUCTION
<br />Cf HOST STRlJCTUR(
<br />CONfJECTION TO HOST STRUCTURE
<br />
<br />NOTE: CONTRACTOR SHAll PR0V10E 'vtRlflCA nON THAT friE HOST STRUCTURE IS STRUCTVRAll Y
<br />COf./PARASlE TO THE STRUCTURE SHO'Mi, (MOBilE HOME OR CONVPHIONAl CONSTRUCnON)
<br />
<br />ALUYI~I\:M A T1AQ-!\,lEST \
<br />
<br />
<br />1
<br />
<br />VARIES
<br />
<br />I. INSTAll RIOD fON.! n-lSlJlATION iNTO AlUl.lIN\:M RC(;f ?A.'-l
<br />2, COvtR INSULATION 'Mr~ 0019' PROTECT~ PANEL 'IIITH O'ltRLAPPiNG SEAIlS
<br />3. INSULATION PA.N[l Sl-IAlL BE CtOSED 'Il1TH AlUUiNUY E"O CAP TO seCURE iN9JUTION PlAC(IIEST AND
<br />TO OIS{;OURACE THE ,~ESTiNG Of lIlLDUfE A.~O OR INstCTS
<br />4. PROTECTOR PA."El 'Il1lL BE seCURED 8Y '8 x 5/8' C~ROSlCN RE$lSTivE '/lASHER HEADED SCRE~
<br />5. 5CP{'/i PA TTERS Sl-IALl 8( 12' eN All PERIIJETERS A~,O 24' DC. fiELD ON EACH PANEL
<br />5, ALUMINUIA END CAP 'MLL 8( ATTACHED 'MTH J '8 x 1/2" CiYROSlCS RE$lSTM WASHER HEADED SCR('~
<br />7. SEAl AlL S{;R['II HEADS 'Ir1TH CAULKING
<br />
<br />NOlES:
<br />
<br />. .
<br />
<br />J 1(2' CONCRETE SLAB 6 x 5
<br />'II,/I.F. OR fiBER I,jESl-I CONCRETE
<br />
<br />
<br />· . , =f "It '"
<br />
<br />
<br />VlSOOENE V AFeR BARRIER UNDER SlABS
<br />HA'I1NG SiRUCTURES ABOVE
<br />
<br />3'
<br />
<br />
<br />'~LL COMPACTED CtEAN flll O\~R SAC?iFIUO
<br />NA TURAl ~L 90r. RHA TiVE O(~SlT't'
<br />
<br />CONCRETE FILLED BlOCK STEY WALL (8,8.15 ClJU)
<br />
<br />S' x 12' CONCRETE FOOTING 'MTH , ,5 CONmlUOOS
<br />LOCA TE ON UNOIS l'JRSED NA ruRAL SOL
<br />1 ,5 VER TICAL A T CORNERS A. ND 10' -0" 0 c,
<br />
<br />~
<br />
<br />RAISED PATIO FOOTING
<br />
<br />l' "If
<br />MAX, 8EAMI MAX.
<br />SP A. N UPRICH T
<br />TABLE LEW~rri
<br />VARIES ~O I,(AX. (ELEV, SlAB OR ON GRADt)
<br />T'i'PICAL GLASS RC<:\I 'Mr~ SCIJO ROOF. W?ICAL FRONT V:E'N ffiAYING
<br />· (HEIGHT Of UPRIGHT IS \,lEASlJRED FROl.l TOP ~ l' x 2" PUTE TO BOTTOY ~ 'HALL BUIi)
<br />
<br />AlUVi~UI.l PAN
<br />
<br />~H'
<br />
<br />NOTES: A'JCHOR l' x r ~11 8AO( (XT. ,
<br />TAPCC~ Q2~;; h. LESCTH \lAX.
<br />Oft'4 Oe. ANCHOR TO 'HALL
<br />
<br />~J~U?1ttO ~.SJIgNG
<br />
<br />ANCHOR 8EA\~ AN!) CCtUIOS KNEE
<br />(lE,A,!A 'Ill n4 ANCHOR ctJ?5 A'J D
<br />#10 SCREwS AND 'HASHERS.
<br />
<br />MN, SLAB THICKNESS FOR SLAB
<br />ON GRADE J 1/2' CONCRE TE,
<br />
<br />O"ER',,~~G VARIES
<br />2'-0' ,I,jAX, --f-
<br />
<br />J 1(2' SlAB
<br />O~ GRADE OR \
<br />RAISED FOOTi~G
<br />
<br />MiN. 2' x 2' .0044'
<br />(TYPICAL)
<br />
<br />
<br />SHEEl',~G BOl'~ SIDES
<br />, '(2' x 2"
<br />
<br />SlAB J 1 (t MiN. ___
<br />(SEE DETAil)
<br />
<br />'/1(2
<br />
<br />'/I 2
<br />
<br />
<br />r .x ~+'.o ~ A.~() C(.'tUI,j.NS \,lAX.
<br />" ca.Oi..i.'1$ MAX: CctUI.4't Sf\ACi~~
<br />stt;JA8tES
<br />
<br />I' , 2" x 0.040'
<br />
<br />TO stLECT FRONT 'NALL8U,Y
<br />FRC!.I TA8LE USE LARC(R "L'
<br />VALUE Cf '.1'(2 OR W(2+0,H,
<br />
<br />"If VARIES
<br />
<br />~
<br />
<br />2' x 3, 8(A\I SEE fABLE 4
<br />
<br />-r
<br />
<br />. 'H'
<br />
<br />I' x 2\
<br />
<br />-~
<br />
<br />TYP:CAL SCREEN AND GLASS RQlJMr
<br />
<br />fESt
<br />
<br />I.lAX, '!IlDr~ 53" VARIES
<br />ROUGH OPENiNG
<br />2' x 2' -.61
<br />-rES 10-
<br />
<br />/'" set/O CO\1::R
<br />
<br />TYPICAL SCREEN AND GLASS ROOM
<br />
<br />
<br />MiN, 2500 PSl CONe. 'Mrrl 5 , 5 v.fl.DED 'MRE
<br />OR fiBER \,lESl-I T'i'PICAL ALL SLABS,
<br />8,~1 :5 ~~~~T,
<br />
<br />NOTE; FiSER I.lESH CONCRETE DOES
<br />NOT R[Q4JIRf. 'MRE \,lESH
<br />flA r SlOPE ( NO fooTNG
<br />o - 2'(12'
<br />
<br />
<br />
<br />!.lOOERA Tf: StOPE FOOTiNG
<br />1'(11' - l' - 10'
<br />SLAB DETAilS ADDRESSiNG EROSION
<br />
<br />ST'iI? StCf>E FooT1NG
<br />> l' - 10'
<br />
<br />RiOlO i!'OSULA nON
<br />
<br />12' PA....S OR CONTi~U('IJS CC'ltR
<br />
<br />
<br />12'
<br />
<br />1
<br />
<br />TYPICAL PANEL
<br />
<br />~ 18 x 5/8' CCf:ROSION
<br />RESlSTI',E WASHER
<br />H(ADED S{;REHS
<br />
<br />94-0006<,\
<br />
<br />" ",
<br />. "\'.~l .:.'" ,,' '~~~<.
<br />
<br />MeETS me REOOl~ ,
<br />OF CHAPT~ '205 sec 1991 m
<br />
<br />CA it: REVlSlC!olS eM
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