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<br />ED(:( BEAM
<br />
<br />
<br />FR~T ,1..'10 SIDE BOTTe... RAlLS
<br />A Ti AO\E:O TO C(A'; CRnE: M Tl-i
<br />f/4"xl 1/4" J.4~R,( QUIO< ~T
<br />o 6" FR~ EACH POST A.'iO 24'
<br />O.C. lJAX. AND 'OilS A J.4IN. "
<br />F;< C<4 EDC<: Ci' CON 0<<; TE:
<br />
<br />'"xl".o.O<<" OPEN BAO<
<br />ATiACl"ED TO ~T POST
<br />'IllTri 110 . 2" $).AS ~AX..
<br />S" F;<W EACJ.1 P1..JRliN
<br />AND 24" O.C.
<br />
<br />SlOE WN..!. HE,t.D€R ATTAO<EO TO
<br />1" . 2" . 01)<<- OR &TltR .....n.,
<br />I.!IN. 2 "0 x , 1/2" SMS
<br />
<br />$IDE: WN..!. P'JR1..JNS A TT AO<EO TO
<br />" x 2" x 0.1)<<- !YEN 8AO<
<br />....Tl-i ~IN 2 ,,0 x , 1/2' SMS
<br />IN S~("H BOSSC:S
<br />
<br />FRCNT '''''ALl P1..!RUN
<br />
<br />TYPICAL CORNER DETAiL
<br />
<br />~ - 1/~'x4" LAC So..TS fFl . 3
<br />H/ 1 1/4" F'tNO(R WA5rie:RS.
<br />ptR 4' PANfJ.. ACROSS n-;e ." _ ~
<br />FRCNT .".NO 2." O.C. AL~ l
<br />SJO€S (It'ALX-CN) .::::==::J
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<br />
<br />/[QJ-----
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<br />2' x 2" ~ 2" x 3- HCUOW :0:
<br />sn: S? Ai'< TABU: H EAD€R
<br />
<br />
<br />CHAIR R.Nt AND KlO< PUTE: ~ -l
<br />2'x2".o.I}4.4" HOlLOW RAJI..
<br />
<br />
<br />POST ATTAO\EO TO 8OT1~~.
<br />'111/ lJIN. 3 ,,0 " 1 1/2' ---- ___
<br />IN so<:f. '111 8 osst S
<br />
<br />.. ... ..'..
<br />1/4' x 2 1/4' IoIASCM<Y . . ." .
<br />AN010R.O 6' fR(;$.I EAOi " ·
<br />?OS T .AND 2 -4' O. C. lolAX..
<br />T'r'PICAl UPRIGHT DETAll
<br />
<br />,o.LUl.4tNUl.l CCV'<:R OR
<br />s" STRuC\1JR,oL IN$lJLA rro
<br />,o.LUI.4INUl.l
<br />
<br />H€:ADE:R ATTAQ-;EO TO POST
<br />H/ lJIN. 2 ,,0 . , 1/2"
<br />IN $C:Rf W sosse: S
<br />
<br />2"X]". 2"d". OR S"x]'
<br />HX.LCw S<:'E S?A.'< TABLES
<br />
<br />FOR SNAP EXTR1.iSlONS
<br />CHAIR RAil A TT Ao-€:O TO
<br />P1:lST W/t,lIN. 2 /10 x 1 1/2'
<br />SMS IN $C:RfW 80SXS
<br />
<br />1" . r x 0.1)<<" CPtN 8AO<
<br />00 Tic... RAIL
<br />
<br />
<br />AN(;HCR ," " 2" .0.0<< " PlAIT
<br />TO CONCRE:TE: 'M11-( '/4' x 2 llY
<br />CCNCRHE: AN~S lIlTrilN 6" CF
<br />EAOi SlOE: CE EAO\ POST 0 24'
<br />O.c. lAAX. ~ T1-fROJCl-t ......CU 0
<br />24' O.C. t.lAX.
<br />
<br />IoIIK 3 1/2' su.8 2500 ~ WoK:.
<br />Sx€-10"'0 W.'<'I.IoI. ~ FaR MC:5ri
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<br />r x _ EX1RIJ~ F'{R TABLE
<br />
<br />3 110 x ," SlJS INTO ~It' S<..OTS
<br />1" x 2' EX~~
<br />1 , /8' I,jIN. iN CCN~ Tt
<br />
<br />POST TO BASE: AND POST TO BEAM DETAIL
<br />2' )( 2" OR l' x .:s' ~ 2' SMa POST
<br />
<br />A.,<(;HOR l' x 2" .0.0<<" PLATE
<br />TO ~CRiTE: 'MTl-i 1/4" x 2 1/2"
<br />CCNCRf:TE AN01CRSIIIT1-fIN 0" CF
<br />EACH SIOC Cf" EACH ~T 0 2""
<br />O.C. 1AAX. OR. T'riROOCH ANCU 0
<br />24- O.C. t.lAX.
<br />
<br />!.IIN. .3 1/2" S<..A8 25JO PSl CONe.
<br />5x$-ICxI0f'/..H...... OR FI~R l.lESl-1
<br />
<br />2' x 2' x 1/8" A.'1Gti EAOi SJC(
<br />A Ti ACH :0 PeST A.'1O ~CRiTE
<br />AT LOAD B€AR1NC ',l/,o.LlM'iH
<br />2 110 x 1/2" SJ-lS EACl" SlC€
<br />
<br />
<br />," x 2" EX7RVSl~
<br />1 1/6" I,jlN. IN CONCR'E re:
<br />
<br />ALERNATE POST TO BEM-A AND PLAIT TO CONC.i::(ET:: DETAIL
<br />
<br />2")(__ 8EA..Y SH TAStE 4
<br />
<br />OV(RHAJ<G VAR1(S +
<br />2' -0" 1.lAX..
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<br />-r
<br />
<br />.3 1/t' v.s ON
<br />GRADE: ~ RAJ$W
<br />FOOTING
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<br />WAX..
<br />~ ,'x 2"
<br />Sl...A8 OR ON (;R). O€
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<br />li'PICAL cuss RC(>UHTl-i SQlO ROCf'. T'r?IOL FRONT Y1E:'l'f FRA.J.lING
<br />. (HEJ(;HT CE UPRIGHT IS I.4EASt;RW F;<OJ
<br />iO" Of" ,'x]' PLATt TO eonC1.4 Ci' .tltALl 6UJ,l)
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<br />SC:E: TABLES
<br />
<br />iY?ICAL
<br />
<br />."0 rES:
<br />1. AN010R I' x 2. (yE~ BAQ( EXTR\JSlON 'MTri TAFCON t/4' x 2 1/4' LENG11-(
<br />OR EOOAL MAX. ~ 2'-0' O.C.
<br />AJ<O\OR iO .tltJoLL \loin; 1 1/1' "0 SloiS 'M11-( wASl-iERS 2'-0. o.C. $PAONG
<br />AJ<01~ 8EA.Y ,lf10 CCl..UIoON KNEE SEA.IJ 'M 11-l AJ-ICHOR Ct.JPS """0 "0 SCREWS
<br />,1..'<0 wASl1ERS
<br />2. !.tIN. SlJ-B il1lO<NESS ,OR SUJ3 ~ CRAD€ IS .:s 1/2' CONCRETE:
<br />s. -XU:CT ~T WAll 8(A.... ffi~ TA3t! lJ3;NC lAR~R "A' VALUf: Of"
<br />W/2 OR w/l + O.K.
<br />4. Y IS Ct.E.AR OIST......~ ffi~ H~T STRtJCT1JRi TO ffiCNT 'HAll &AJ.l
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<br />'MNOOW fR),.J.l~ ~ A TT ,1.01
<br />O~CTty TO HV.DE:R
<br />
<br />CON~.'.m~ fRA\.llNG OR
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<br />~anNC BOTH SIDES
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<br />SOtJO ROOf'
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<br />IAMUF ACRiRf:R:S SPiOflCA.TlQ<S
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<br />AJ.Ul.lINI;Iol Sl-!HTING fOR. 'I1N'r1.. __________
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<br />,e.x1/l' $l.lS 0 16' O.C.
<br />IN .Al..UI.lINUI.l SHaTiNG
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<br />T'r'PiCAl SECTION GLASS ROOM
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<br />AlUl,jll"l..il.l A TTA01Me:NT
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<br />.3 1/2' CCNCR(TE: SlAB 5x€
<br />'iOU. ~ FlBER IoIES<1 CW~TE:
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<br />"" 4 J ,/," "'".
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<br />VlSQ/J(N( VMJOR BARR:ER UNDER SlASS
<br />HA VlNG $ TRUC T1.JRE S ABOV'<:
<br />'~U CQUPACTO:O CtEAN FlU O"'iR $ACP.1flcrn
<br />?+. NA T1..iR,ol SOIL 90X RfLA n~ O€:-oSHY
<br />~C. FI1.EO BlOO< SiEJ.4HALl 8.8xlo o.U
<br />0"xI2" CCNC. FOOH,C \'Ill-i 1 ,5 WiT.
<br />LOCA TE: ON UNOiSTURSEO NA T1JRAL SOIL
<br />1 jS ~RT Ai CORNERS AND 010'-0" O.C.
<br />RAiSED PA TIO FOOTiNG
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<br />I.lIN. 2":<2".o.0~4" (TY?'CAL)
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<br />SQIO CO'V<=}r
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<br />AR1
<br />I
<br />IJAX. 'Morn ~" VARIES
<br />RO./01 iYO<1NC -W
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<br />(S€:E DE T AJL)
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<br />TYPICAL GLASS ROOM WALL
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<br />0.019" ALUl.lINUl.l covE:R PAN OR et:;NilNUOOS
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<br />0.75" /
<br />I t I RlClO iNSl.!I..A nON
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<br />:-~$Ar,ty~.. , ,/," ='" RE~sn'<
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<br />NOre:S:
<br />1. IN"5T"'U- RlGlO FOm INS<.Jt.Ai1CN INTO AllilollNUI.l ROO; PAN.
<br />2. CO~ iNS<.JLAnC+l 'r\fTl-i 0.019" ~re:CTOR PANELMTl-i O~RLAP?,~ SI::AMS.
<br />3. IN<3l..UTlON PANn SHAU BE: CtOsc:D""11-< AlL;l.liNI;Iol END CAP TO ~cuRi Pl..Aco.E~T
<br />A.~D TO DISCOJRA~ THE NESTINC Ci'MLDUFE AND OR IN~CTS.
<br />.. PROTE:CT~ PAN€L 'Mll 6( ~CURED BY IS , S/a' CORROSlCt1 Rfsrsi1~ WASl-'ER
<br />H€.~D SCFLlIIS.
<br />5. ~ PATTERN 'MU St: 12' ON ALl PE:~),jE:TO:RS mo 24" O.C. FiELD ON EAO\ PMa.
<br />6. "'-LilJlNlJ'" END C.A.P 'MlL 8€ ATTACHD ....,Tl-i .3 ,e..l/2' ~ON RESISTIVE: wASHER
<br />H €.'-DE: D sa<f'lIIS.
<br />7. VL ALL seRE'" HEADS '1'1111-( CAUU<iNC.
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<br />FAS"i'ENW OETV~INED
<br />3ASrn 00 CCNSTRtJClle<'<
<br />Ci' HOST S TRtJ C n..:Rf:
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<br />HOST
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<br />PAN ~ C(1.I?OSlTE: p,i.';ns.
<br />use CORROSlCN RESlSn~ SCRfWS. PANS
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<br />RfOO'v1NG Cl-W-<N(L ANO 1 11Oxl/2' 0
<br />RIO(;( CAP COC'iNECn~ TO RiOOV1NC
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<br />EXTRuOED OR 8Rf:AJ<:JOE:TAL HEAJJe:R
<br />0.0032" 1.IlN.
<br />CONNECTlON TO HOST STRUCTURE
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<br />HOST STRVCTURE OR FAaA &r: Sl.i6-FAC1.... COC'iN(cnON REQU1RtMENTS fCR VARIOJS
<br />LOAD ~omoos
<br />
<br />lOAD ~omCt;s
<br />WINO ~lOOT'l' lOADS DEA.D + U~ LOADS
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<br />cuss ROO-lS
<br />HOST STRVCn..:Ri 100 1OP11 liO lAp,., 120 l,jPH 221/"$ 321/SF ~7'/SF
<br />1. tXiNCRiTE 1/4','-1/8' ~~iTE: $CR("N$ 0 12' 0.c.------>2 0 " O.C.
<br />2. 'NfYX) FRAME 1/4"xl' LAC $C:Rf.NS 05" 0.C.------------>2 0 l' o.c.
<br />
<br />SCqrrN, V\N'rt, ANO CARP<"..RTS
<br />HOST STR1X11JRE 100 IOPH 110 lAp,., 120 MF'1-1 Z21/SF 321/SF S7#/SF
<br />1. CONCRiTE: 1/..'xl-1/8" CWCRETE SC?illlS 0 12" 0.0.------>2 0" O.C.
<br />2. 'NfYX) FRAME 1/4":<.2" LAC sa<EWS 012" 0.C.----------->2 0 l' O.C.
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<br />.'<0 TE: S: WOOO S TRtJ C TURf: S SHOOLD COfo< NE: C T to rRIJ SS a U ITS OR Tl-i E SlJB F....O A
<br />FR).J.lING 'fI41ERE POSSBlE OI'<L y 15~ OF SCREWS cm & OOTSlO( mE
<br />TRUSS 8UTTS/Sl..-'8 F AOA ......0 rriOS€: AREAS Sl-iALl. HA v'( OOJ8ti A."O<OR$
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<br />All ~'lIIS INTO 1'}<( HOST SI~CT1JRi Sl-1All HA~ I.IlN 1-1/4" WASH€RS
<br />OR ~ALL aE: .It'ASl-<E:R f1'U,Ce:o SO'(....-s.
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<br />NOTE:; NO FOOliNG RiQUIRfO €XCE?T 'M-<EN ADCRESSiNG EROSIe<'<
<br />
<br />2' -0" 1,j1N. lolit.. 2500 PSl CCt<lC. '11'/
<br />BEFC4'i SlOPi 6xo-\0..10 'N.H. I.4ESH CR
<br />~F;EER UESH NPICAJ..
<br />\ 15 BAR CONT. , 14 BAA C
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<br />..0<'(; ,.~ ~ ~'t :>>:1 ~ 81
<br />HQT'"'f'~ -F'!: ~ ...(-
<br />FLA T SlOPE / 1"0 FOOTING l.I<XE'<A re: SlOPE FOOTING S1"i:EP SlO"E FOOliNG
<br />:) - 2-/12" 2'/12" - t'-i'" > 1'-:0.
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<br />SLAB JET AiLS ADCRESSl~~G EROSIOi"\
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