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<br />ED(;( BEAM
<br />
<br />
<br />fRONT ANO SlOe: BOTTOI.l RAlLS
<br />UT AOlED TO CONeRE T! WI TH
<br />1/."x2 1/.. MASONRY QIJICK seT
<br />o S' fRCt.l EAOl POST ANO 24.
<br />Q,C. ,;cAX. ANO wAllS A lolIN. I"
<br />fROl.I E'DCC: ~ CONCRE T!
<br />
<br />1",a"xO,0+4" OPEN BACK
<br />ATTACHED TO fROOT POST
<br />\lIlTH 110 x 2. $US t.fAX.
<br />5. FROt.I EACH PlJRllN
<br />.'.NO 2." O,c.
<br />
<br />SlOE WAll HEADER A TT ACHEO TO
<br />," x 2. x 0.0<<" OR SE:TTER WITH
<br />I.4JN. 2 ,,0 xII /2" S1AS
<br />
<br />SlOE: WAll PlJRUNS ATTACHED TO
<br />I" x 2" x 0,0<<" OPEN BACK
<br />'MTH l.4lN 2 "0 x 1 1/2" $US
<br />IN SCREW 8OSS€S
<br />
<br />fROOT WAlL F'\JRUN
<br />
<br />TYPICAL CORNER DETAIL
<br />
<br />. - '/4",,4" LAG 80lTS ~
<br />'11/ 1 1/4" FENOER WASHE~ L'
<br />P(R 4' f'ANEl ACROSS 11-lE ,,'
<br />fROOT AND 24" O.C. Al~G
<br />SIO€S (WAlK-ON)
<br />
<br />
<br />
<br />2. x 2" OR 2" x 3" HOlLOW Q/ ---
<br />SU: SPAN TABU: HEADER P
<br />
<br />/
<br />CHAlR RAIl AND KlCK PlA T!
<br />rxz."O,0+4" HOLLOW RAll
<br />
<br />POST ATTACHED TO 60TiOU~ "
<br />'11/ t./IN. J "0 x I 1/2. ____
<br />IN SCR!W 80SS(S -.--
<br />
<br />1/4" x 2 1/." I.IASOORY "', ", ,'''',: ..
<br />ANCHOR 0 6. FRa4 EAOi " ,
<br />POST ANO 24" O.c. !.lAX.
<br />TYPICAL UPRtGHT DETAJl
<br />
<br />
<br />AlULIlNUt.f CQ~R OR
<br />J. STRUCTURAl INSULA T!D
<br />ALUI.4INUt.f
<br />
<br />HEADER ATTACHED TO POST
<br />'N/I.lIN, 2 "0 " 1 1/2"
<br />IN ~ BOS:xS
<br />
<br />2",a", rd", OR 3",a"
<br />HOlLOW seE SPAN TABUS
<br />
<br />fOR SNAP EXTRUSIONS
<br />CHAIR RAIL A TT AOlED TO
<br />POST 'II/ ~IN. 2 "0 x , 1/2"
<br />S1AS IN $(;R('It 80SS€S
<br />
<br />I" lC r x 0.0+4. OffN BACK
<br />BOTTOU RAft.
<br />
<br /> 2'x SE:AM S(( TA81E 4
<br />OVERHANG VARtE:S + -r
<br />2' -0" loCAX. Y
<br /> lUX. . ti"
<br />3 1/2" SlAB ON l.mJiT 1"x 2" -l
<br />CRAD€ OR RAlS(O LENClM
<br />rOOTING VARIES NO t./AX. ELEV, SlA OR ON GRAO€
<br />
<br />Ti'P1CAl GlASS RQOI.A WITH saJD RQO(. T'r?1C"l FRWT 'viEW fRAMING
<br />. (HElCHT ~ UPRlCHT is I.lEASUR(D ~
<br />TOP ~ 1"><2" ?LAT'E TO 8OTTCt.l OF WAll 8()J,l)
<br />
<br />rlC__ Be:Alol ANO COlUloCNS
<br />!.lAX. COlUlolNS. SP ACING
<br />:xE TABLES
<br />
<br />
<br />w
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<br />~
<br />.....
<br />U
<br />~
<br />0::
<br />.....
<br />v>
<br />o
<br />z
<br />;::
<br />'"
<br />x
<br />w
<br />
<br />~2
<br />O,H
<br />ALUMINUt.f PANEL CO~R _______
<br />
<br />fJ
<br />
<br />TYPICAL GLASS ROOM
<br />
<br />~
<br />
<br />NOT!S:
<br />1. AN010R I" x 2" QP(N BACK EXTRVSlON WITH TAPW-I 1/." lC Z 1/.' LENGTI-l
<br />OR EQUAL l.W(, OF 2'-0" 0, e.
<br />ANOiOR TO WAU 'MTH I l/r lID S1AS 'MTH WASHERS 2'-0. O,C. SPAaNG
<br />ANOiOR SE:AU AND COlUMN KNEt: SE:AM WITH ANCHOR ClIPS AND ,,0 SCREWS
<br />AND WASHERS
<br />2, 1.l1N. stAB 1l-1lCl<NESS rOR stAB ON GRADE IS 3 '/2. CONCRET!
<br />:>. seU:CT fROOT WAll aEA!.I fROW TASU: USING LARG€R 'A' V,ALfJ( Of'
<br />'11/2 OR '11/2 + Q,H,
<br />4. "f(" is ClEAR OtSTANC( f'ROlA HOST STRVCTUR( TO fROOT '''"ALL 6EAU
<br />
<br />~~NUW A;~:~)
<br />~~
<br />
<br />2" lC - EXTRlJSlON P(R T~--- .,.- 1
<br />
<br />VARIES
<br />
<br />
<br />ANOl~ ," lC r .0,0<<" PLATE
<br />TO CONCRETE WITH 1/4' x 2 1/2"
<br />CONeRET! ANO-tORS WITHIN 6" OF
<br />EACH SlOE: or EACH POST 0 2."
<br />Q,C. MAX. ~ JliRO(J~ ANGlE 0
<br />2." O.e. loW(.
<br />
<br />WIN. 3 '/2' SlAB 2500 ~ CONC.
<br />6,.0-10,.10 W.W.lA. OR Fl&R WESH
<br />
<br />J "0 lC. l' SI.IS INTO SCREW SlOTS
<br />," x r EXTRUSION
<br />1 1/8' t.I1N. IN C~TE
<br />
<br />(~POST TO BASE AND
<br />. \\r ' ,. _ ,.. , J. "" ,. "'" POS r
<br />~ x 2" .0.0-404" PlAT!
<br />TO CONCRET! WlTlof 1/." x 2 1/2"
<br />C~CRnE ANOiORSIII11-lIN 6" OF
<br />EACH SIDE Of' EACH "OST 0 2."
<br />Q,C. lAAX. OR 11-lROOCH ANGlE 0
<br />2." O,C. !.lAX.
<br />t./IN. 3 1/2. St.A8 25<)0 PSI CONe.
<br />6,.o-10xl0 'H.-N.M. OR F1~R lAESH
<br />
<br />POST TO BEAM DETAIL
<br />
<br />2" x 2. lC 1/8" ANetE EACH SlOE:
<br />ATTACH TO POS T AND CONCRE T!
<br />AT LOAD ~ARJNGNALL WITH
<br />2 110 x 1/~ SMS EACH SlOE
<br />
<br />
<br />,. x 2" ExTRUSION
<br />1 1/8. loCIN. IN CONeRE T!
<br />
<br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
<br />
<br />.3 1/2" C~TE stAB 6x6
<br />W.W..F, OR FlBER l.IESH ~T!
<br />
<br />=f 3 1/2'" ....IN.
<br />
<br />
<br />~Sl)JENE VAPOR SARRfER UNO(R SlAas
<br />HAV1NG STRVC11.JRES AOO~
<br />
<br />WEll CQWPACT!D Ct.EAN f'1U O~ SACRlf1CED
<br />~ NATUR....l SOIL ~ RUATl'J€: O(NSlTY
<br />
<br />CONe. FlLliO BlOCK ST!IA WAlL 8x8,,16 a..U
<br />
<br />~x'Z" CONC. rooTlNC WITH I 15 CONT,
<br />LOCA T! ON UN04S11.JR&D NA TUIW. SOIL
<br />1 15 VERT, AT ~ERS AND 010'-0' o,c.
<br />
<br />RAISED PA no FoonNG
<br />
<br />OPTIONAl CONCRETE CAP
<br />BLOCK OR 6RlCl< -----..
<br />, 14 BAR CONTINUOOS
<br />
<br />ANOlOR ALU1.AINW rRAME
<br />TO WAlL OR SLAB 'MTlof
<br />1/."x 2 1/2" TAPCON OR
<br />EOUAL 6- TAPCON SmE OR
<br />
<br />----
<br />
<br />\AAXlI.lUl,l DIITERENllAL IN
<br />SOIL HEICl-l T
<br />
<br />
<br />8. x 8" x 16' BLOCK WAll
<br />
<br />DEa< OR
<br />GRQf,JND L VL.
<br />, ,. BAR AT CORNERS AND
<br />.' - o' 0, e. FlLL CELLS AND
<br />KNOCK OUT BlOCK TOP
<br />COURSE 'III TH 3000 PSI
<br />PEA ROO< C~CRE-;r
<br />
<br />2 IV BARS ....iN, 2 1/2'
<br />orr GCROUNO
<br />
<br />KNEE WALL FoonNG FOR SCREENED ENCLOSURES
<br />
<br />0,019' ALUMINW CQ~ PAN OR CQNTINUOOS
<br />
<br />
<br />RlGlO INSUlA TI~
<br />
<br />~
<br />18 x 5/8. CORROSION RESISTIVE
<br />WASHER HEADED SCRf;WS 0 2."
<br />o,e. AL T'El'NA T! 18 x 5/8" $US
<br />w/ 1/2' DIAMETER WASHER.
<br />
<br />W
<br />
<br />L
<br />
<br />TYPICAL PANEL
<br />
<br />NO T!S:.
<br />l. iNSTALL RIGID rOAM INSULATION INTO ALUI.4lNUU RQO( PAN.
<br />2. CO~ INSUlATION WITH Q,019" PROTECTOR PANEL \lIlTH OVERlAPf'lNG seAMS.
<br />3. IN$lJLATIQN PANEL SHALL BE: ClO$ED WITH ALUMINU'" END CAP TO :XCURE PlACEMENT
<br />AND TO DISCOURAGE THE NESTING OFMLOUF! AND OR INS(CTS,
<br />4. PROT!CTOR f'ANEL WILL 8E :XClJREO BY ,a x 5/8" CORROSION RESlSTI'-I€ WASHER
<br />HEADED SCREws.
<br />5. SCRfw PATTERN WIlL Be: 12" ~ ,ALL PE?I....ETERS AND 24" O.C, flELD ON EAO-1 f'ANEl.
<br />6. ALUIolINl.,;M ENO CJ>.P W1lL SE ATTACHED 'MTH 3 18xl/r CORROSION RESlSTI~ WASHER
<br />HEADED SCREWS,
<br />7_ seAL ALL SCREW HEADS WITH CAUU<1NC,
<br />
<br />r ASTENEO DE T'ERMlNED
<br />eASED ~ CQNSTRUCTIOO
<br />~ HOST STRUCTI.JRE
<br />
<br />P AN OR CQl.t?OSl T! f' ANEL5.
<br />use CCRROSION RESlSTI~ SCREWS. PANS
<br />ANCHa;:(D w/ "OX1/2. 0 3/pAN INTO
<br />RECEIVING a-iANM:L -'NO 1 "Oxl/2. 0
<br />RICCE CAP CONNECTION TO REctJVlNG
<br />CHANNEL. CQl.tPOSlT! PANElS u'X:
<br />,/.'x (+1/2" WITH 1/.' WASHERS SCRE'N
<br />THROOCl-l RECilV1NC OlANNEL FROW TOP
<br />CAULK ALL CONM:CTlONS.
<br />
<br />HOST
<br />S TRlJC TI.JR(
<br />OR FASCIA
<br />
<br />
<br />CONNEcn~ REQUIRED
<br />. (SEt: O(T All)
<br />
<br />~ EXTRliDED OR 8REAJ<lAET AL HEAl)(R
<br />0.OJ2' MIN.
<br />CONNECT10N TO HOST STRUCTURE
<br />
<br />HOST STRlJCTI.JRf OR FAaA ok SU8-FAaA CONNECOON REQUIR(IoIENTS r~ VARlOlJS
<br />LOAD CONomoos
<br />
<br />lOAD CONOITlONS
<br />WINO VELOCITY LOADS DEAO + U~ LOADS
<br />GtASS ~S
<br />HOST STRlJCT1JRE: 100 loCPH 110 loCPH 120 loIPH 221/$1' 321/SF 571/$1'
<br />1. CONCRET! 1/4',,1-1/8" CONCRETE SCREWS 0 12" O,C.------>2 0 " o,e.
<br />2, WOOO fRAME 1/4'x2" LAC SCREWS 06" 0,C.------------>2 0 ,. O,c.
<br />SCR(EN. VINYl.. AND CARPORTS
<br />HOST STRl.JCT1JRE 100 MPH 110!.tPH 120 l.IPH 221/Sf 321/$1' 571/$1'
<br />1. CON~T! 1/.",,1-1/8" CONeRETE SCRE'N$ if 12. 0.c.------>2 0 I' O.C.
<br />2. WOOO fRAME 1/.",a" LAG SCREWS 0 lr 0.C.----------->2 0 l' O.C.
<br />NOT!S: VtQOO STRVCTURES SHOOLD CWNECT TO TRUSS BUTTS OR THE sue FAaA
<br />F'RAlolING 'M-iERE POSSIBlE ONLY 15~ OF $(;R('"I$ CAN BE OUTSlOE 11-lE
<br />TRUSS BUTTS/SU8 FAClA AND THOSE: AREAS SHAlL HAVE: DOOBlE ANOiORS
<br />ALL SCRE'N$ iNTO 11-iE HOST STRtJCTURE SHALL HAVE ....IN 1-1/4' WASHERS
<br />OR SHAll BE WASHER HEADED SCREWS.
<br />NOT!: NO roonNG REQVIRED EXCEPT '~EN ADDRESSING EROSION
<br />2'-0" WIN. \MN. 2500 PSI CONC. W/
<br />SEra;:( SlOPe: ox<3-10xl0 w.", !.CESH OR
<br />~8(R l.4ESH r1'P1CAL
<br />" J 1 15 BAR CONT. 1 I. BAR CONT
<br />3 1/2- .8"~' ~ -~_ ~~';( /,'~. ~
<br />
<br />/<Oft; f'Q;llt _ CO<O'(Tl oocs 1.. '8' 8'1
<br />NOl Of:<lUt1( .Il( WESH ' +
<br />rLAT SlOPE / NO .oonNe I.l00ERAT! SlOPE rOOTiNG STEEP SlOPE rOOTING
<br />a - 2'/12' 2"/12" - 1'-10' > 1'-10'
<br />
<br />SLAB DETAILS ADDRESSING EROSION J08 NA\4E
<br />
<br />ADORESS
<br />
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<br />Z <O~
<br />~ -~ :2
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<br />ow ~3 8 ~
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<br />VlzVi wj 0 ~
<br />~~8 ~w"l 8 ~~
<br />~iXv 0~r :5 ......b
<br />o<(~ !l:uO al Zw
<br />~~J ~a:~ ;t 'i~
<br />v>~~ffi~:iia ~0
<br />Z <5 "'I=I1.W
<br />~v>.... ~0_ -< wu
<br />~~w -<88 Z O~
<br />OJ~ O::>g;J <( "':ii
<br />w-< ~du ~ii'i
<br />~~~ ti~~ g ~~
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<br />@ :3____~
<br />@~ ii~r!.
<br />@~OJ .01<0
<br />r.II ~ ~ ~..........
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<br />.....11.
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<br />11.11..........
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