|
<br />ED<:<: B(Al.l
<br />
<br />
<br />FRONT AND SIt)[ BOn"" RAILS
<br />,l.ITACH[D TO CONCRE:TE 'filTH
<br />,/,,'u 1/'" MASONRY C1./1D< SH
<br />o 6" FROIol EAo; POST "'~D 2'"
<br />O.G. \,lAX. ,&.NO ....ALLS A WIN.. "
<br />rROW EDGE (f CONCRfTE
<br />
<br />, "><2"xO0<<' oPEN BAD<
<br />,l. IT ADiED TO FRON T P'OS T
<br />wn; ,,0 .. 2- SJJS 1olAX.
<br />S" FROU E"CH PURUN
<br />.......0 2'" o.c.
<br />
<br />SID[ ... ALL HEADP..R An AO-iED TO
<br />," . 2' . 0.04.' OR El(1iLR MTH
<br />1.l11-/. 2 #'0 .. , 1/2" SOtS
<br />
<br />SIDE WALL PVRUNS A 11 AD-i[D TO
<br />,. .. 2' .. 00<<" OPO; BAa<
<br />\loin; j,4jN 2 1'0 .. , 1/2" Sl./S
<br />IN ~[W BOSSES
<br />
<br />rRO-l T -.v.u P\JR1JN.
<br />
<br />TYP1CAL CORNER
<br />
<br />. - 1/....4. LAC 80L TS ~
<br />w/ , 1/." rENDER wASHERS ... .
<br />P(R .' PANEl ACROSS THE .'
<br />FRONT .V€J 2.' O.C. Al.I>IC
<br />SIDE S (WALl< - ON)
<br />
<br />DETAIL
<br />
<br />
<br />ALUIAlNUI.I CO\.{:R ~
<br />3" STRUCTURAl. II6UlA TED
<br />ALU"'INVI.I
<br />
<br />KEADER AITA~ TO POST
<br />w/ I.IIN. 2 {10 x , 1/2'
<br />/ IN SCREW BOSSES
<br />
<br />2' x 2' ~ 2" x 3" HOllOW ----- 2"><2'. 2"..3". OR ;)'><2'
<br />SEE SPAN T.a.&E HE..oER U HOlLOW sa: S?.&.N TABliS
<br />
<br />CHAIR RAIl ,&.ND KID< PlATt: + ~ rOR S\.A.P EX1RV$IONS
<br />2" :2",,0 . L - CHAIR RAIL A l1AO-iED TO
<br />x .0<< HOLlOW RAIL~ ~TI:~W ~~ ' 1/2"
<br />
<br />POST AITAD-iED TO BOITOIol __ .,"
<br />wI IollN. 3 {10 x , 1/2' ____ c::' .. 2 .. 0.044 <PEN BAD<
<br />IN ~w BOSstS ~~ BOIT()i.I RAil.
<br />
<br />1/"" x 2 1/.' MASO!'.'RY ~. -~ ~ ~
<br />A."ICHOR 0 6' FROI.I EAo; ~ ~
<br />POST AND 2.' Cl G. WAX.
<br />TYP1CAL UPRIGHT DETAIL
<br />
<br />
<br />~CHOR ," x r ..0.0<<' PLATt:
<br />TO CONCRETt: Win; 11." x 2 '/2"
<br />CONCREI! .6.NQiORS WITHIN 6" OF
<br />EACH SlOE OF EAo; POST 0 2."
<br />D.C. MAX. OR iHROOGH ANGLE 0
<br />2." O.C. ~
<br />
<br />1Ool. .:3 , /2' SLAB 2500 P'Sl CONC.
<br />5xS-IOxIO W.W.!"'. OR F18ER UESH
<br />
<br />2" x _ EXTR\J~ ptR 1.&.BlE
<br />
<br />.:3 {10 x ,. SIolS INTO SCRfW StOTS
<br />,. x 2' EXTR\JSl~
<br />1 , /8' WI Ii. IN C()N(::RE TE
<br />
<br />POST TO SASE AND POST TO BEAM DETAIL
<br />
<br />2" x 2" OR 2" x .,:3' OR 2' ~ POST
<br />
<br />ANCHOR ,. .. 2" xO.O~' PLATt:
<br />TO CONCRETt: WITH 1/.' x 2 '/2-
<br />CONCRE:Tt: ANo;ORS WITHIN S" OF
<br />EAo; SIDE or EAo; =>OST 0 24"
<br />o.c. MAX. OR THROUGH ANCLE C
<br />2." O.C. MAX.
<br />
<br />l.ollN. 3 1/2' SLAB 2500 PSI CONC.
<br />6xS-lo.,0 "'Vi.\,,(. OR Fl3LR IolESH
<br />
<br />2" .. 2" x 1/1l ANGLE EACH SIDE
<br />A Ti "CH TO POST AND CCNO"tO::
<br />"i lOAD BE-'RINC '~,6J.L WIn;
<br />2 1'0 ~ 1/2' SlolS EACH SIDE
<br />
<br />
<br />1" . 2' EXTRVSlI>I
<br />
<br />1 , /8" IAlN. IN CONCRE TE
<br />
<br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
<br />
<br />2"~ BE'-l.ol so: TABU .
<br />
<br />OY[RHANC v....RiES +
<br />2'-0' MAX.
<br />
<br />I
<br />
<br />.:3 , /2- SLAB ON
<br />GRADE OR RAiS'..D
<br />rOOTlNC vARItS NO IIAX. (
<br />
<br />y
<br />I lUX
<br />~,
<br />~TH '.x 2.
<br />SUJ3 OR ON CR ~
<br />
<br />.OOH"
<br />
<br />Tl'PlCAl. G\.ASS ROOU illIn; SQJt) ROOF, Ti"P'IC.'It ~T V1rw f1l.~INC
<br />. (HDCHT cF UPRlG<iT rs ~ASlJRED rR(),j
<br />TOP (f ,'d' P\.A TE TO BOITOIol OF WAll. BEAW)
<br />
<br />
<br />w
<br />c::
<br />::>
<br />;-
<br />u
<br />::>
<br />~
<br />V1
<br />(.'l
<br />Z
<br />1=
<br />.."
<br />X
<br />w
<br />
<br />2" x__ BEAU AND COLU\'('''IS
<br />10( AX. COlUMNS, sP ACING
<br />SEE TABLES
<br />
<br />~J
<br />
<br />TYPICAL GLASS ROOM
<br />
<br />NOTt:S:
<br />1. ANo-i~ ," x 2' ClP[}< BAD< [XTRVSlON WlTH T~ 1/4" x 2 1/4" lLNGiH
<br />OR EOUAL l.(AX. (f 2'-0' O,G.
<br />ANO-lOR 1D wAll. Wllrl I 1/2' ,,0 $I.lS MTH "..A$HERS :"'-0" O,C. SPAONC
<br />ANCH~ BEAl.l AN!) COLUWN KNIT BEAW WITH ANo-iOR CUPS A.'"ID (10 SCREWS
<br />AND wASHERS
<br />2, I.IIN. SlAB THlCXNESS F~ SlAB Cl< GAADE IS .:3 1/2' CONCRETt:
<br />S. SEllCT FRONT WALL BEAJ.t rROIo/ T,rar USlNC LARGER "A' VALUE OF
<br />'11'/2 OR W/2 ... 0.1i.
<br />4. "vr IS o..E-'R DISTANcr fROl,j HOST STRUCTURE TO FRONT wALl. BEAl.I
<br />
<br />ALUI.IINVIoC AIT/>.CHloIENT
<br />
<br />.:3 1/2" C().ICRETt: SlAB 5><6
<br />w.W5. ~ nS(R IiESH ~TE
<br />
<br />. . . . . ~"12' ""
<br />
<br />1
<br />
<br />
<br />Y .a.RlES
<br />
<br />:s-
<br />
<br />V1SOUENE \fJo,P{jR BARRIER UNDER S<.ASS
<br />HAViNG STRUCTURES ABOVE
<br />
<br />WEll C()I.l?ACTID Q.EAN FlU. OVER SACRlnCED
<br />~ N.ATURAI. SOIL 9~ RELATIVE DENSITY
<br />
<br />CONe. Ftifl) BLOC!< STt:1ol WAlL 8x8x16 CloIU
<br />
<br />S"xlr CONe. FOOTING WITH , 15 calT.
<br />LOCATE ON uND!STUR:BE D NA 1Ul'W. SOlL
<br />, #5 \K.:RT. AT CORNERS AND 0 10'-0" o.c.
<br />
<br />RAlSED P A 110 FOOllNG
<br />
<br />OPTlON.tJ.. CONC~ETE CAP
<br />BLOC!< OR BRIO< ________
<br />
<br />1 ,. BAA CONTINUOUS
<br />
<br />ANCHOR AlUl.lINW rRAlolE
<br />TO .... ALL OR SlAB ..... TH
<br />1/4"x 2 1/2' TAPCON OR
<br />EOUAL 6" TA.~ STYLE OR
<br />
<br />1.lA.Xll,/iJl,/ DlmRENTlAL IN
<br />SOlL H[IGHT
<br />
<br />
<br />8" x 8" x 16' BLOCK wALL
<br />
<br />oc ex OR
<br />G?WND L "^-..
<br />t+- ' f4 BAA "T CCRN[RS AND
<br />"'2" . ~ , "'-0' O.C FlU crus "'''10
<br />"8" .. '. KNOCK OUT BLOCK iOP
<br />~ COURSE WI TH >000 ;-SI
<br />pEA ROCK CONCR( T(
<br />IW
<br />
<br />:1 1'4 BAAS I.IIN. 2 1/2"
<br />OfT C-CROUND
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />j
<br />,
<br />
<br />Vl
<br />~ ~
<br />i5 00(7)
<br />~ -5 ~
<br />w cr:o c:
<br />...,9: Wcr: 0
<br />t3a ~a. ~
<br />~li ~~ ~
<br />u<
<br />~~ 0"" ~ ~
<br />;z:g w~ - V
<br />~ ""0 w Z
<br />0"" g:--' 8 <
<br />~~ -0 u '3
<br />_Vi wZ VOl
<br />~ow8J ~~'"
<br /><08 uw...... 0 l.p.ao.
<br />0.. <.) ~Ot -J C
<br />Vlbi (.'lal I 5 .0
<br />o~:i:;~?al zw
<br />Z :i 0::. wo
<br /><wo 5~e ~ ~5
<br />~~.... al~~ ~ ~(.'l
<br />(.'l.,.,~ O(.'l_ r= C4. t;
<br />V>(.'l C::zu < Wz
<br />wzw <OU z 0<
<br />O;i iE D::>al ..,,;-
<br />w< ~--,""~ <~
<br />-ao4. "'U\P 0 xv,
<br />~oO ",;';0 ell ~1::'
<br />~....;
<br />
<br />o OHI" .l.LUIoI1NVIoI COYE:R PAN OR CON11NUOUS
<br />
<br /><--on /1.'" -.<nc.
<br />
<br />
<br />" ~ ~W 0~ ,. , 'I" """"'.'" ",.sm<
<br />-+---~ ~ .....~ER HEADED sc:RE'<<'S 0 2.'
<br />j l o,c. ALTERN" TE #8 .. 5/8" Sl./S
<br />. IN , W/ 1/2- CXAJ,CETER w"9iER
<br />
<br />TYPICAL PANEL
<br />
<br />NOTt:S:
<br />1. INSTALl RIGID roA.lot lNSULAilON INTO Al.UI.llNU\.f ROOF PAN.
<br />2 COVER INSULATION \IoITH 0019" PROiICTOR PANEL i'llTH OVERLAPPINC SEAMS.
<br />3. INSULATlO-I PANEL SHAll. BE CLOSED WlTrl Al.UIol\1>/Vl./ END CAP TO SEOJR[ PLACE\o(ENT
<br />A"lD TO Dr5COlJRACE THE NESTING or \tl!LDUf"E AND OR IN$[CTS
<br />-4. PROTECTOR PANEL WIll BE SECURED 9Y Fax 5/8" COR?OSlON Rf:SlS11~ ......ASHER
<br />HEADED ~
<br />5. ~w PATTERN WILl BE 12- ON ALL PERll.IETERS "'''10 2'" o.C. nELD ON EAo; PANEL
<br />6_ AlUlotlHUW END CAP Will BE ATTAo;ED \\\Trl .:!. #5x1/2' CORROSION R[SSn~ WASHER
<br />HEADED SCREWS.
<br />7. SE,>J. AU. SCREW HEADS Win; CAUU<lNG.
<br />
<br />co
<br />rJ'J....I
<br />UJ....I
<br />0:<
<br />:)~o:
<br />rJ'J UJ
<br />0....1>
<br />.J>O
<br />(,)Z"
<br />Z-""
<br />UJ>
<br />,Q
<br />Z ....I
<br />LUZO
<br />UJUJrJ'J
<br />a:UJ
<br />(,)0:
<br />rJ)(,)
<br />t')
<br />
<br />ro<<CTlCJo/ REOURED
<br />(SEE DETAIL)
<br />
<br />P"-N OR ~Tt PANEL$.
<br />/ us( CORROSION RESTS11VE SCREws. PANS
<br />/ A."Di~ w/ ,,0'.<1/2" 0 3IPJoJoI INTO
<br />REctM"lC CHANNEL .A.NO 1 r,Oxl/2' 0
<br />RIDe[ CAP calNECTION TO RECEM"lG
<br />CHANNEL COIoIPOSTt PANELS uSE
<br />1/.... 1+1/2' WITH ~/.' wASHERS SCREW
<br />TriROUGH Rf:C(JVlNC O<ANNEL rROIol TOP
<br />'--.......1 CAULK All C{NN[CTION5.
<br />'" EXTRUDED OR BRf.Al<).lET AL HEADER
<br />0.032' WN.
<br />CONNECTION TO HOST STRUCTURE
<br />
<br />~
<br />@,
<br />;-
<br />d"~
<br />C:?:;
<br />i~
<br />
<br />@Ii
<br />I;t'I ~ 0> ...
<br />c..:J .. = r-..
<br />0. N.,....
<br />
<br />~~ ~~~
<br />W -........
<br />~ 0 ~~:g
<br />~I c:;~
<br />f5cr:co .O>~
<br />r.lltj~~~""
<br />VI ~.... ~!::' ':;'
<br />~~~2~
<br />wQ.....Ii-
<br />-'o~'j~
<br />tdJ o.:Q.l::'...
<br />
<br />FASTENED DEn::RUNED
<br />BASED ON CONSTRVcnl>l
<br />OF HOST STRuCTURE
<br />
<br />HOST
<br />STRVC~
<br />OR l' ASOA
<br />
<br />
<br />HOST STRUCTURE ~ FAOA .!c $Ui3-FAOA CONNECI~ REOUlREI.I[NTS FOR VA.~OUS
<br />lOAD CONDITIONS
<br />
<br />LOAD ro-JDfilO'-lS
<br />WIND VELOOTY LOADS DEAD + uvt LOADS
<br />
<br />CLASS ROQl.IS
<br />HOST STRUCTURE '00 "'PH 110 "'PH 120 IoCPH 22#/Sl' 3211Sl' S71/SF
<br />1. CONCRETt: 1;.,'x~-I/S"' CONCRETt: SCRfWS 0 12' 0.C.------>2 0 I' o.c_
<br />2 WOOO FRAWE 1/.'~2" u.(; SC"<EWS 0 s' 0.C.------------>2 0 ," o.c.
<br />
<br />SCREEN. \IlNYt.. AND CARPORTS
<br />HOST STRVCTURE 100 "'PH 110 IoiPH 120 1oI?H 2211'* 32#/,* 571/SF
<br />,. CONCRETt: '/4.x1-1/8- CONCRETt: SCRfWS 0 12" O.G.------>2 0 l' O.C.
<br />2. WOOO fiW,lE 1/."><2" LAG SC"<EWS 0 12- 0.c.---.-------->2 ~ r O.C-_
<br />
<br />HOltS: WJOO STRVCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SLI6 ,. /40 A
<br />fiW,llNC WMERr POSSIBLE ONLY 15X OF ~11'S CAN BE OOTSlDE THE
<br />TRIJSS BUTTSjSlJ8 r AO~ AND Tt'tOSE ....~EAS SHALL H/4 VE DOUBlE A/oJcrOR$
<br />
<br />ALL SCREWS INTO THE HOST STRUCTURE SHAl!. KAY[ IoiIN 1-1/4' WASrlERS
<br />OR SHAll BE WASHER HEADED SCREWS.
<br />
<br />NOT[; NO rOOTING REOUIRED EXC[?i WrlEN A.9DRESSlNC EROSiON
<br />
<br />2'-0" l.olJN. . ~IN. 2SDO PSI CONC. WI
<br />BITCRE SLO?E E.-6-10..'0 .....w ~ESM OR
<br />~ rJSER ~ESH TYPlCAl.
<br />. ' , f5 cAR CONT. 1 f. BAR CONi
<br />
<br />.:31/2~"5~ ~
<br />
<br />""It roo _ c::>o::"nr c>co ~.J.- . 8' j.Sl
<br />wetT JlI!E,.:J.AII{ .~ ~ '
<br />FLA T SLoPE / NO rOO"lNC I.IOD(RA TE SLoPE rOOTINC STt:[P SLoP[ rooTINC
<br />0-2"/'2" 2-/12' - '.-'0. > "-\0'
<br />
<br />SLAB DEiAILS ADDRESSING EROSION JOB NAME
<br />
<br />
<br />ADDRESS
<br />
<br />
<br />DRAWING \'f, fOR 1 PERMIT ONI V
<br />
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