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<br />EOCE BEAM
<br />
<br />
<br />rRONT AND SlOE BOTTOt.I RAILS
<br />ATTACHED TO CONCRETE 'MTH
<br />1/4""2 1/4' MASONRY QlJICK SET
<br />o S' fROM EACH POST AND 24'
<br />O.C. .;cAX. AND WAlLS A MIN. I'
<br />fRO... EOCE or CONCRE TE
<br />
<br />,',,2',..0,044" OPEN BACK
<br />ATTACHED TO fRONT !>OST
<br />I'l1TH 1'0 x 2" $1.4S 1oIA)(.
<br />6' rROt.I .EACH PURlIN
<br />AND 24' O.C.
<br />
<br />SlOE WAlL HEADER ATTACHED TO
<br />I' x 2" x 0.044' OR BETl1:R MTH
<br />MIN. 2 ,'0 x 1 1/2" SLtS
<br />
<br />SlO( WAlL PVRUNS ATTACHED TO
<br />,. x 2' x 0.044" OPEN BACK
<br />I'l1nit.llN 2 ,'0 x I 1/2" $),IS
<br />IN SCREW BOSSES
<br />
<br />fROOT WAlL PURlIN
<br />
<br />TYPICAL CORNER DETAIL
<br />
<br />4 - 1/4'x4' LAG BOLTS
<br />W/ , '/4' fENDER WASHERS
<br />PER 4' PANEL ACROSS THE
<br />rRONT .lJ.lD 24" O.C. ALONG
<br />SIDES (WALK-ON)
<br />
<br />
<br />ALUMINU.... COVER OR
<br />,3' STRUCTURAL INSULA TED
<br />ALUI.4INU....
<br />
<br />HEADER ATTACHED TO POST
<br />W/ ....IN. 2 1'0 x 1 1/2'
<br />/ ~ IN SCREW BOSSES
<br />2. x 2' OR 2' x 3" HOLLOW Q 2'x2', 2-",3', OR 3"x2"
<br />SEE SP,\N TABlE HEADER HOLLOW SEE SPAN TABlES
<br />fOR SNAP EXTRUSIONS
<br />CHAIR RAIL AND KICK PLATE . CHAIR RAIL ATTACHED TO
<br />",".0.0"" HOtLOW RA< P POST wi y,.. , ". , I 11'"
<br />~ SWS ,. SU<(W BOSSES
<br />POST ATTACHED TO SOHOU ____ ..,. 2' O().(4' QffN BACK
<br />W/ IofIN. 3 #'0 x , 1/2' 7 BO:TOt.I ~Ali.
<br />IN SCREW BOSSES L~
<br />
<br />1/4' x 2 1/4' MASONRY ~.. ". .",: ~
<br />ANCHOR 0 S' fROt.l EACH ' , ~
<br />POST AND 24' O.C. 1ofAX.
<br />
<br />TYPICAL UPRIGHT DETAIL
<br />
<br />
<br />ANCHOR ,. x 2- ,..0.044' PLATE
<br />TO CONCRETE MTH 1/4" x 2 1/2-
<br />CONCRETE ANCHORS I'l1.Tl'i1N S' or
<br />EACH SlOE or EACH POST 0 24-
<br />O.c. MAX. OR THROUGH ANGLE 0
<br />24' O.C. MAX.
<br />
<br />WIN. 3 1/2" SLAB 2500 PSI CONC.
<br />6x6-IOxlO W.W.M. OR f'J8(R IAESH
<br />
<br />2" x _ EXTRUSI~ PER TABlE
<br />
<br />3 110 x. '" SlotS INTO S<;REw SlOTS
<br />l' x 2' EXTRUSI~
<br />/ I 1/8" t.llN. IN CONCRETE
<br />
<br />VAPffi BARRlER
<br />POST TO BASE AND POST TO BEAM DETAIL
<br />2' x 2' OR 2' x ,3' OR 2" 5MB POST
<br />ANCHOR I' x 2- ,..0.044' PlATE
<br />TO CONCRETE WITH 1/4" x 2 1/2'
<br />CONCRETE ANCHORS WITHIN S" or
<br />EACH SIDE or EACH OQST 0 24'
<br />O.C. MAX. OR THROUGH ANGlE 0
<br />24' O.C. I.(AX.
<br />WIN. 3 1/2' SLAB 2500 PSI CONe.
<br />5x6-IOxl0 W.W.I.4. OR nBER MESH
<br />
<br />2' x 2" x 1/8" ANGlE EACH SlDE
<br />/ ATTACH TO POST AND CONCRETE
<br />AT LOAD BEARING WAlL WITH
<br />2 #10 x 1/2' SlotS EACH SIDE
<br />
<br />I" x 2" ExTRUSI~
<br />I' 1/8" 1.41N. IN CONCRETE
<br />
<br />
<br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
<br />
<br />2."_ BEAI-A SEE TABLE 4
<br />
<br />OVERHANG VARIES .....
<br />2'-0' MAX.
<br />
<br />,3 1/2. SlAB oN
<br />GRADE OR RAISED
<br />fOOTING
<br />
<br />I
<br />
<br />. "H-
<br />
<br />-t
<br />
<br />"f('
<br />lWt
<br />= ,'x 2"
<br />L V. SLAB OR oN GRADE
<br />
<br />
<br />TYPICAl. GLASS ROOIA I'lITH SOLIO ROOf'. TYPICAl fRONT VIEW fRAMiNG
<br />. (HEIGHT (K UPRIGHT IS MEASURED fROt.I
<br />TeP or l'xl' PLATE TO BOTTOI.I or WAlL BEAW)
<br />
<br />2-,,__ BEAI-A AND COLU\4NS
<br />MAX. COLUI.4NS, SP ACING
<br />SEE TABLES
<br />
<br />
<br />w
<br />0:
<br />~
<br />()
<br />~
<br />~
<br />VI
<br />~
<br />Z
<br />>=
<br />VI
<br />X
<br />w
<br />
<br />O.H
<br />ALUI.4INUl.t PANEL COVER
<br />---..,
<br />
<br />f,
<br />t "vr VARIES
<br />TYPICAL GLASS ROOM
<br />
<br />~
<br />
<br />NOTES:
<br />1. ANOiOR l' x.2" OPEN BACK EXTRVSl~ WITH TA?CON 1/4' x 2 1/4' LENGni
<br />OR EQUAl II.AX. or 2'-0' O.C.
<br />ANCHOR TO WAlL WITH 1 1/2- 1'0 SLtS YolTH WASHERS 2'-0- O.C. SPACING
<br />ANOiOR BEAIA AND COLUMN KNEt BE:AI-A WITH ANCHOR CLIPS AND ,'0 SCREWS
<br />AND WASHERS
<br />2. I.(IN. SlAB THICKNESS fOR SlAB ~ GRADE IS 3 '/2' CONCRETE
<br />3. SUECT fRONT WALL BEAl.f rRQI,t TABLE USING LARGER 'A' Y.ALUE or
<br />'10'/2 OR W/2 + O.H.
<br />4. 'W' IS CLEAR DISTANcr: fROW HOST STRUCTURe: TO fRONT WALL BEAl.f
<br />
<br />AlWIN1.Jt.l A TTACHIiiENT
<br />
<br />:3 1/2- CONCRETE SlAB 6.6
<br />W.WJ. OR fiBER MESH CONCRETE
<br />
<br />.> . =f' 1/2' .,..
<br />
<br />
<br />1
<br />
<br />\II$O.;ENE VAPOR BARRIER UNCER SlABS
<br />HAVING STRUCT\JRES ABOVE
<br />WEU CQI.ll'ACTED a..EAN fU OVER SACRlncr:D
<br />NAT1JR....L SOIL 90" RElATIVE DENSITY
<br />CONC. ruED BLOCK STElA WAlL 8x8xl6 C1.tU
<br />6.xI2' CONC. fOOTING WITH 1 IS CQNT.
<br />LOCATE ON UNOIST\JR&O NATURAl SOIL
<br />1 15 VERT. AT COONERS AND 0 10'-0. O.C.
<br />RAISED PA no FoonNG
<br />
<br />OPTlONAl.. CONCl~ETE CJlP ANCHOR ALUMINIJl.A fRAME
<br />BLOCK OR BRICK ---...... ___ TO WAlL OR SlAB .....TH
<br />., 1/4'X 2 1/2- TAPCON OR
<br />1 14 BAR CONTINUOUS.'-; _______ EQlJAL 6' T~ STYLE OR
<br />
<br />. ~ S' x s' x 16' BLOCK WALL
<br />DECK OR
<br />!.tAXII./U'4 DlffERENTlAl IN "2' " GROUND LVL
<br />SOIL HEIGHT ~ :.. 1 '4 BAR AT ~RS AND
<br />. ; ...... 4'-0. O.c. nLL C(LLS AND
<br />"13" ;....:0.,. KNOCK OUT BLOCK TOP
<br />
<br />r-J":':;"~~~ ~OC:~~':SI
<br />1 2 '4 BARS !.tIN. 2 1/2.
<br />Off GCROUND
<br />KNEE WALL FoonNG FOR SCREENED ENCLOSURES
<br />
<br />
<br />0.0\9" AlUI.4INV.... COVER PAN OR CONTINUOUS
<br />
<br />
<br />W
<br />
<br />~
<br />
<br />~
<br />
<br />18 x 5/8' <XlRROSlON RESISTIVE
<br />WASHER HEADED SCREWS 02."
<br />O.c. ALTERNATE ,8 x 5/8' SlotS
<br />w/ 1/2. DlAMETER WASHER.
<br />
<br />TYPICAL PANEL
<br />
<br />NOTES:
<br />1. INSTALL RIGID fO,AJ,t INSULATION INTO AlUt.llNUI.l ROOf' PAN.
<br />2. COVER INSULATION WITH 0.019. PROTECTOR PANEL I'lITH OVERlAPPING SEAMS.
<br />3. INSULATI~ PANEL SHAlL BE CLOSED WITH ALUl..4INU.... END CAP TO SECURE PLACEMENT
<br />AND TO DISCOURAGf:: niE NESTING or WILDLIfE AND OR INSECTS.
<br />4. PROTECTOR PANEL WILL BE SECURED BY p!> x 5/8' ~OSlON RESISTIVE WASHER
<br />HEADED SCREws.
<br />5. SCREW PATTERN WILL BE 12" ON ALL PERlI.lET(RS AND 24' O.C. fiELD oN EACH PANEL.
<br />6. AlUMiNUI.C END CAP WILL BE ATTACHED 'MTH 3 18xl/2' CORROSION RESISTIVE WASHER
<br />HEADED SCREWS.
<br />7. S{AL AlL SCREW HEADS WITH CAULKING.
<br />
<br />fASTENED DETERMINED
<br />BASEO ON COOSTRUCTlON
<br />OF HOST STRUCTURE
<br />
<br />HOST
<br />S TRUe TURE
<br />OR fASCIA
<br />
<br />PAN OR COI.tPOSlTE PANELS.
<br />/ US{ CORROSION RESISTIVE SCREWS. PANS
<br />ANCHreEO w/ "OX1/2- 0 3/pAN INTO
<br />/ RECEIVING CHANNEL AND 1 1'0,,'/2" 0
<br />RIOCE CJlP CONNECTIoN TO REOOVlNG
<br />CHANNEL. COI.tPOSlTE PANELS uS(
<br />1/4.x t+l/2' 'MTH 1/4" WASHERS SCREW
<br />THROUGH REctlVlNG CHANN(l rROI.I TOP
<br />~ CAULK AlL CONNECTIoNS.
<br />
<br />
<br />CONN(CTl~ REQIJ\R[D
<br />(SEE DETAIL)
<br />
<br />EXTRUDED OR ~ETAL HEADER
<br />0.032' MIN.
<br />CONNECTION TO HOST STRUC11JRE
<br />
<br />HOST STRUCTURe: OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS fOR VARIOUS
<br />LOAD CONDITIONS
<br />
<br />LOAD CONDITIONS
<br />WIND VEllXlTY LOADS DEAD + U'Iof: LOADS
<br />ClASS ROQl.IS
<br />HOST STRUCT\JRe: 100 MPH . 110 MPH 120 MPH 221/SF :321/SF 571/Sf
<br />1. CONCRETE 1/4'xl-1/S' CONCRETE SCREWS 0 12' 0.C.------>2 0 I' O.C.
<br />2. ~ f'R.I.ME: 1/4'1(2' LAG SCREWS 0 $' 0.C.------------>2 0 I" O,C.
<br />SCREEN, VINYl, AND CARPORTS
<br />HOST STRUCT\JRe: 100 I.(PH 110 MPH 120 MPH 221/SF J21/SF ~71/Sf
<br />,. CONCRETE 1/4'xl-1/8. CONCRETE SCREWS 0 12" O.c.------>2 0 I' O.C.
<br />2. WOOD f"RAhlE t/4'x2' LAG SCREWS 0 12' O.C.----------->2 0 l' O.C.
<br />NOTES: WOOO STRUCT\JRES SHOULD CONNECT TO TRUSS BUTTS OR THE sue FACIA
<br />fRAMING WHERE POSSIBlE ONLY 15" Of SCREWS CAN BE OUTSlOE THE
<br />TRUSS BUTTS/SUB fACIA AND Tl10S( AREAS SHALL HAVE DOUBLE ANOiORS
<br />AlL SCREWS INTO THE HOST STRUCT\JRE SHALL HAVE MIN 1-1/4' WASHERS
<br />OR SHAU BE WASHER HEADED SCREWS.
<br />NOTE: NO fOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION
<br />2' O' MIN
<br />BEf~ SlOPE MIN. 2500 PSI CONe. w/
<br />"".. 6x6-10x\0 W.W. MESH OR
<br />~18ER MESH TYPICAL
<br />" J ' 15 BAR CONT. . "4 BAR CONT.
<br />:3 1/2 _ - "o"~r ~____ ~Jr. ..... ___
<br />~ . ~~ .
<br />
<br />IoOltl I'1BOI _ CON<::Ill!'l: cx:u 's' .
<br />lOOT ~IJ'.>RE .~ WESH
<br />fLAT SlOPE / NO f'oo7lNG MODERATE SlOPE FOOTING STEEP SlOPE fOOTING
<br />o - 2./12. 2'/12' - 1'-10' > "-10'
<br />SLAB DETAILS ADDRESSING EROSION JOBNAME
<br />
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