|
<br />ED<<: B(AM
<br />
<br />
<br />," xl-~, 0..-4' Of>(N (3.4.0<
<br />ATTACHm TO FRet<T POST
<br />\IllTH 110 x 2' $l.IS lolA;(,
<br />6' FR~ EACH PuRUN
<br />1<M) 24- O,G.
<br />
<br />FRet< T WAlL PIJP1.JN
<br />
<br />TYPICAL CORNER DETAiL
<br />
<br />4 - 1/.-x." LAC B~TS
<br />wi I 1/.' F'ENDE1'< wASHERS
<br />P{R .' PANEL ACROSS THE
<br />rRO'<T AND 2." O,C, AlOOC
<br />SlOES (\lIAlJ<-~)
<br />
<br />L'
<br />
<br />2" . 2' IY 2" .
<br />sa SP AN TABLE
<br />
<br />
<br />CHAIR RAr~ AND KlO< f>t.). T(
<br />2".2".00-4-4" 1iOU0W RAJ\.
<br />
<br />POST ATTACHED TO Bon~
<br />W/I.IIN. 3 (10 x I 1/Z"
<br />IN SV'fw B~S L~
<br />
<br />~ ~ Ill. ..
<br />1/." x,2 1/.' l./ASJY-.'?Y . \- I - - ~
<br />ANO<{;R 0 6- 80.1 E.ACH ~
<br />POST ANI) 24." O,C, I./AX_
<br />TY?ICAL UPRIGH T DETAIL
<br />
<br />Slot: WAlL H€AO(R ATTACHED TO
<br />I' x 2" x 0.0.<<' IY 8€TT(R 'MTH
<br />1ol1N. 2 flO x 1 1/2" SlJS
<br />
<br />Slt)( WAlL PvRtJNS ATTACHED TO
<br />," x 2' x 0,0.<<- Of>(N BAO<
<br />'MTH IollN 2 flO x I 1/2' $l.IS
<br />IN SC1'(w BOSSC:S
<br />
<br />fRONT AND SlO€ 8OTTOI.l RAllS
<br />ATTACHED TO CON~TE 'MTH
<br />1/.'><2 1/." I.(ASONRY I)JIO< S<:T
<br />o 6" FROlJ EACH POST AND 2.'
<br />O.C, '-lAX. AND WAlLS A I.(jN. "
<br />fROIo/ EDc:< Of' C ~ Cl'<E TE
<br />
<br />Al..UIollNVIJ CO\1:R Of>
<br />3- STRVCNRA1. INSlJt.A T(D
<br />AlUt.lINW
<br />
<br />l
<br />
<br />H€AOCR ATTACHED TO P'OST
<br />'~I 1<11.'1, 2 fiO x 1 1 I~'
<br />IN S(:R8l/ BOS~S
<br />
<br />2'><2", Z"<3", Of> 3'x2'
<br />HOU OW 9:;( SP AN TABUS
<br />
<br />, OR SN A? EX TR1f.)l ON 5
<br />CHAJR RAlL A TT AcnED TO
<br />POST WI '4IN, Z fiO x 11/2'
<br />SlJS IN sa<f'lf BOSSi 5
<br />
<br />," x 2- x 0,0.<<" c:.:i:N BAD<
<br />OOTI().l RAI\.
<br />
<br />
<br />r-
<br />L.
<br />.!
<br />
<br />"''''CHOf> ," x 2- ~,O.." PLAT(
<br />TO CON0<ET( 'MTH 1/4' . Z 1/2"
<br />CON CRt TE ANO-lORS \'lI TH ,,", 6" OF
<br />EACH S<< Of EAcn ?OST 0 24"
<br />O,c. I.(AX, Of> THROJQI ANQf. 0
<br />2." O,C, loIAX.
<br />
<br />I.IlN. 3 , /2' StAB 2SiXJ PSl CCt-iC
<br />6~-lOxI0 W,W,I.(, Of> FrocR IJESH
<br />
<br />2" x _ E.XTR\JSl~ Fi:R TABU
<br />
<br />3 (10 . 1" $).IS INTO S-CRfw StOTS
<br />," x 2" EXTRVSl~
<br />1 1/S' IolIN, IN Cu-.~ T(
<br />
<br />POST TO BASE M~D POST TO BEAM DETAIL
<br />
<br />2" x 2" OR 2" x J' OR 2" Sloi8 POST
<br />ANcnOR ,- . 2" <0.0404- PlAT(
<br />TO CON0<ETE 'MTH 1/.' . 2 1/2"
<br />CONCRET( A:-ICHORS ""TH,N S' Of
<br />EA0-I SIDE Of EAcn "OST 0 24."
<br />O,C, 1olAX. OR r"ROIJCH ANClE C
<br />2." O,C, loIAX.
<br />loll/-<. J 1/2" SLAB 2500 PSI
<br />6~-1Oxl0 WW,,",,, OR F18€R
<br />
<br />2" x 2' . 1/8' ANClE EA0-I $JOE:
<br />ATIACH TO POST AND CONCR'f:T(
<br />AT lOAD 8€ARJNC wAll ...,TH
<br />2 110 x 1/2- SMS E...CH SlDE:
<br />
<br />
<br />1" . 2" EXTRVS~
<br />I l/S" loll,", IN CON0<E T(
<br />
<br />ALTERNATE POST TO BEAM AND PLAT[ TO CONCRETE DETAIL
<br />
<br />2"x_ 6(AJ.l so: TABlE 4
<br />
<br />OYU:HANG VARf€S 4-
<br />2' - 0- lo(AX..
<br />
<br />-r
<br />
<br />3 1/2" StAB ON
<br />GRAD€: Of> R AJ SED
<br />,OOnNC
<br />
<br />
<br />y
<br />IU..'t
<br />~T
<br />LDlCTH 1- x 2'
<br />v. SlA8 IY ~ GRAD(
<br />
<br />. "H-
<br />
<br />Ti'?1CAl cu.ss ~ 'filTH SCUD RW', T'r?1CAl rRO'<T '-.IEW FRA.I.IING
<br />. (K8CHT ~ ~Q1T IS l<4(A~D ~
<br />T <Y 01" ," x2'" P1..A rE 10 80 n 0lJ 01" w AU 8UJ,()
<br />
<br />
<br />w
<br />0::
<br />;;)
<br />t-
<br />U
<br />;;)
<br />0::
<br />;;:;
<br /><.:>
<br />z
<br />;::
<br />'"
<br />x
<br />w
<br />
<br />2" x_ _ BEAJ.i AN D CQUl.4N S
<br />1olAX. COlUl.4NS, SPACING
<br />s(:E TABLES
<br />
<br />TYPICAL
<br />
<br />:i ' "x:?"xO,04{l"
<br />J "'f(" VARiES
<br />
<br />GLASS ROCM
<br />
<br />l
<br />,
<br />
<br />NOn:s..
<br />I. ANCHOR ,. x 2' <YO< BAD< EXTRUSl~ MTH TAPro, 1/4.' x 2 1/4." LENGTH
<br />OR EI)JAL VAX. ~ 2'-0" O,G.
<br />A"~OR TO WAlL 'MTH I 1/2" fiO $lJS IIoITH WA$J-\ERS 2'-0" OC $?AONG
<br />.'.N01(R BOJ./ AND ro..UW< KI-,TI: BOJ./ ~TH ANCHOR QI?S AND 110 SC?EWS
<br />~'iD WASHERS
<br />2 loliN, St.A8 rHIQ<h!SS ,OR SU<8 ~ C'RAl.€ IS 3 1/2" CON0<Ei(
<br />::" SUECT FRet<T wAU. 8(AJ.4 rR().l TABLE \!$NC lAR~"R ".... YAlL>'t: reF
<br />'1'1/2 OR '1'1/2 + OH,
<br />. of( 1$ Cl.EAR DIST~"C[ rRC.. HOS7 S'ffi1.>CTUR( TO f'RO';T ''''AU. BU,},/
<br />
<br />ALLil,/'N1..:lJ A TIAO-:lJENT
<br />
<br />
<br />3 1 /2" e~T[ SlAB €x6
<br />w.w.Y, Of> FlB(R IoCESi" ~T(
<br />
<br />
<br />, , =f 3 1/2" '""IN,
<br />
<br />YAR;ES
<br />
<br />3"
<br />
<br />
<br />4i=d.
<br />
<br />'-IS{,'iJENE Y~ BARRIER UNlXR SlABS
<br />HAVING STR1.!CTURES ABOVE
<br />~LL C(:4.lPACTED Q.EAN FlU 0'vUl SACR1F1C[O
<br />NA 1l.JRA1. SOL 90:'( F'1:LA Tl\1: OCNSlTY
<br />CONe. flUID BlOCK ST(I.I WAll exSx16 Cl./U
<br />6-x12" CONC, ,OOTlNC \'lI7H 1 15 CONI
<br />LOCAT( ~ liN1)STURBt:D NAN~ SOL
<br />1 15 ~RT AT ~RS ~"'O 0 10'-0" DC,
<br />RAJSED PA TlO FOOTING
<br />
<br />CPTl~AL CONCRETE CAP
<br />BLCO< <Y SR10< ---......
<br />
<br />, I' BAR CCNTlNUWS
<br />
<br />AN0-IOR AlUIJINI,..'!J FRAME
<br />TO WAll IY StAB 'MTH
<br />1/4"x 2 1/2" TAPCON OR
<br />EI)JAL 6" T~ STYLE OR
<br />
<br />
<br />J
<br />,
<br />
<br />e" . 8" . 16" BLOCK WAlL
<br />
<br />lJA.;G,lJU!'/ DIFFERENTlAL iN
<br />SOL f;EIQlT
<br />
<br />F+-..,
<br />I~l~
<br />
<br />I 14. BAR AT COf>NERS A."'D
<br />.'-0' O,C. FllL C[llS AND
<br />KNOO< I)J T Bl 00< T CP
<br />COJRSE 'M TH 3000 P$J
<br />PEA ROCK CWCRE T(
<br />
<br />:: 64 BARS !.I iN , 2 1/2"
<br />OfT GCRWND
<br />
<br />KNEE WALL FOODNG FOR SCREENED ENCLOSURES
<br />
<br />.~~,.---- ..----..-....:-..l'-'---.............~..:.a.........____..~~~...~~........~...'.~:~~....'_..tc.-.1!~~.,~~~
<br />
<br />J
<br />,
<br />
<br />0,019" AlUIolINVlo/ CO'vUl PAN OR CONr,NUOIJS
<br />
<br />
<br />Rl ClO INSUlA n 00
<br />
<br />~
<br />
<br />IS . 5/8" COAAO$l~ ~$lsn\Q
<br />WASHER HEADED ~ 0 24'
<br />O,C, AL T(RNA TE 18 x 5/8- $1ojS
<br />w/ 1/2" 1)AJ,4ETER WASl-iER..
<br />
<br />W
<br />
<br />1
<br />
<br />TYPICAL PANEL
<br />
<br />N{)T($.;
<br />I. iNSTAlL RlOO ,OAJ.I iNSULATlON INTO ALUL.(\N\j1,/ RW' PAN.
<br />2, CO\1:R INSUlATlON 'MTH 0,019" PR1)T'ECT~ PA."'EL \IllT1-i OYER1..J;.09\NC ~MlS,
<br />.:;, INSULA TlOO PANEL SHAlL BE Ctosm 'MTH ALUI.(INVt.f END CAP TO ~ClURE pv'C(I,(ENT
<br />".ND TO DISCOlJRA~ 11-<E NESTlNC OF 'MLOUf't A....O OR INS<:CTS
<br />4., PR'OT(CT<Y PANEL Will BE ~OJR(D BY f8 x 5/8" cc:eR0S1~ Rf.Slsn\Q WASHER
<br />I-f€ADED SC?EWS,
<br />5, SCRf:w PARRN WIll BE 12" C:t< ALL PERll.IET(RS AND 24" O,C, FlELD C:t< EA01 PANEL.
<br />6, AlUIolINIJt.l END CAP \lI1ll BE AlTA0-IED 'MTH .:; t8x\/Z" CORROSlON RESlSTl\;{ \lIA$J-\ER
<br />HE:ADED SCREWS
<br />7 ~AJ.. AlL ~w HEADS 'MTH CAUU<1NC,
<br />
<br />,ASTENED Dt:T[~INED PAN OR iXUPQSlT( PANELS
<br />BA...~ ~ CONSTRVCT1~ / U~ CCRROSlON F'1:SiSTl\;{ sa<fWS PANS
<br />OF HOST STRUCRIRf / "''''CHCf:EO W/ (10X1/2' 0 3(p~'" INTO
<br />~ / ~C[I'..1NG 0-IANNEL AND I {10x1/2" 0
<br />HOS ~ I RIDe<: CJ.9 Cl.:*<NEcnCt< TO ~C[I'..1NG
<br />ST"RlXTVRf: ~~P' D1A....NEL COOPDSlTE P.v-IHS US(:
<br />OR FASOA , t 1/.". 1+1/2' WITH 1/4" WASHERS SCRE....
<br />11-<RWCH Rl::CDw<C CHANNEL F'RQI,j 7iY
<br />ca~,{:CTlOO Rl::OOiRE:D ~ I CAUL!< AU. CONNECTlCt<S
<br />
<br />(SU OCTAil) ~ EXTRUDED OR ~ETAL HEADt:P
<br />0,032" I,(JN.
<br />
<br />CONNECTION TO HOST STRUCTURE
<br />
<br />HOST STRVCTU'?f Of> FAOA &: SUS-FAOA CONNECT1ON R€QU\~lAENTS ,IY VARJOJS
<br />LOAD CON~TlCt<S
<br />
<br />LOAD CONDITlCtiS
<br />\'lINO \1:l00TY LOADS O€AO + U\1: LOADS
<br />
<br />ClASS R1)()!.j S
<br />HOST STR1JCllJRL '00 UPH 110 IoCPH 120 I.(PH 221!'Y J21fSF 5711'Y
<br />1 CON0<ET( 1/."x1-1/8- CONCl'<ETE SCREWS 0 12' O,C,------>2 0 " O,C,
<br />2 wooo FRAAlE 1/4"x2" LAC SCREWS 0 s" OC,------------>2 0 I" O.C,
<br />
<br />SO<HN, ViN'l1.., AND CARPORTS
<br />HOST ST"RlXTU~ 100 l./PH 110 lAPH 120 IolPH 221/SF J21/SF 571/SF
<br />I. CON~T( 1/.".,-1/e" CON~TE SCREWS ~ 12" Q,C,------>2 0 l' O,C,
<br />2, '-H(.W F'RAJ.lE 1/4"x2" LAC SCR.EWS 0 12- 0,C,----------->2 0 " O,C,
<br />
<br />N{)i(S: \'olO(XI STRUCTURES Si"OIJLD CONNECT TO TRUSS BVTTS OR THE sue FAClA
<br />,RAJ.li~ 'M-iERl:: POSSIBLE: ONL Y 15~ OF SCRf:'~ CAN BE OIJ'fSlDE THE
<br />TR\JSS BUTTSjS1J8 F AC1A AND r~o~ AREAS SHALL HA\;{ DOOBt.E AN~ORS
<br />
<br />AU SCREWS IN10 ""E HOST STR1JCTURf SHALL HA\;{ !.IIN 1-1/4' WASi"ERS
<br />OR SHAll BE wASl-iER HEADW SCREWS,
<br />
<br />J
<br />
<br />NOT(; NO FOOTlNC REOIJIRfD EXC-H'T 'M-1EN ADDRESSING EROSlON
<br />2'-0' l./IN
<br />BEFORf StOPE VIN. 2SiXJ PSl CONC, W/
<br />6x6-10xl0 W,'Jf, IoCESi" OR
<br />t FiBER lAESH l1'?1CAl
<br />, , #5 BAR CONT, 1 14 BAR CONT
<br />
<br />..~~ J.
<br />
<br />
<br />..ol'(~ fQ.Jt ~ ~Tt 0<:t:1
<br />~T ~~ .~ W(~
<br />
<br />flA T StOPE / NO ,OO71NC ,""OO€RA n: StiYE ,OOTiNG STEEP SlOPt ,OOTlNC
<br />o - 2"/12" 2"/12' - 1'-10' > 1'-10'
<br />
<br />SLAB JETAILS ADDRESSING EROSION JOB NAME
<br />
<br />
<br />ADDRESS .._
<br />
<br />'" V1
<br />.... ~
<br />~ ~in
<br />~ (r5 ::i
<br />~<:5 ~~ :5
<br />w8 0..0.. t::;
<br />;;1i g~ 2
<br />ZO ~ :t
<br />0< oV'l 0'> w
<br />;;!:3 w~ - <...>
<br />~ ""0 lL.J Z
<br />~~ ~-.I a ~
<br />iIlt- - 0 8:;:>
<br />ViwZ VI
<br />~5w g:E ~ ~'"
<br /><08 uw.., i5 ~a:>
<br />:?;wU ~'" ~ I
<br />"'~~~ 1 S....'"
<br />2~z 8~2 CD 3~
<br /><(w~ sa:a;;i as
<br />~~....Ia:l~~5~"
<br /><':>VI~O<':> i"il.tj
<br />~'iw ~~8 ~ 5~
<br />a~;; 2g~ <( <:;>~
<br />w< <~ u~-
<br />~~~ ~~~ s: ~tJ
<br />_0 ~ t-Q::
<br />N~
<br />
<br />'"
<br />(/)-l
<br />LlJ-l
<br />0:<
<br />::)::0::
<br />Q) lJ.!
<br />o~>
<br />-l....O
<br />(.) Z I)
<br />z-...
<br />UJ>
<br />......9
<br />Z -.J
<br />UJzO
<br />UJWOi
<br />a:w
<br />ocr:
<br />Q)O
<br />C')
<br />
<br />~
<br />B
<br />
<br />
<br />O'>~
<br />::"
<br />N"
<br />.., ~
<br />I
<br /><( "
<br />0<0<0
<br />fi"~
<br />0_ '.a
<br />
<br />N'
<br />
<br />q]@j
<br />~
<br />
|