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<br />2.x____ BEAM SEE TABLE 4
<br />
<br />OVERHANG VARIES +
<br />2' -0' ~AXo
<br />
<br />-r
<br />
<br />. "H"
<br />
<br />3- 1 /2" SlAB ON
<br />GRADE OR RAISED
<br />FOOTING
<br />
<br />\tAX.
<br />~I~J 1'x 2"
<br />VARIES NO MAXo ELEV, SLAB OR ON GRADE
<br />
<br />J
<br />,
<br />
<br />T'T'PICAL GLASS ROOM 'MTH SOUD ROOF, T'T'PICAL FRONT VIEW FRAMING
<br />. (HEIGHT OF UPRIGHT IS f.4EASURED FROM
<br />TOP OF ,'x2' PLATE TO BOTTOY OF WALL BEAY)
<br />I
<br />
<br />O,H.
<br />ALUMINUI.l PANEL COV(R _____
<br />
<br />W/2 r w/2
<br />
<br />
<br />UJ
<br />~
<br />:;)
<br />....
<br />u
<br />:;)
<br />~
<br />....
<br />In
<br />(J
<br />z
<br />i=
<br />In
<br />X
<br />UJ
<br />
<br />2'1:_ BEAM ANQ COLUMNS
<br />MAX. COLUMNS. SPACING
<br />5C:E TABLE S
<br />
<br />
<br />1 "x2"xO.040"
<br />'w" VARIES --J.
<br />TYPICAL GlASS ROOM
<br />
<br />NOTES:
<br />10 ANCl10R 1" x 2' OPEN BACl< EXTRUSION 'MTH TAP CON 1/4" x 2-1/4' LENGTH
<br />OR EQUAL MAX. Of' 2'-0' O.C.
<br />ANCl10R TO WALL 'MTH 1-1/2' #10 SMS 'MTH WASl-iERS 2'-0' DoC. SPACING
<br />ANCl10R BEAM AND COLUYN KNEE BEAt.A 'MTH ANCl10R CUPS AND '10 SCREWS
<br />AND wASl-iERS
<br />2. YIN. SLAB THICl<NESS FOR SlAB ON GRADE IS 3-1/2' CONCRETE.
<br />3. se:LECT FRONT WALL SEAM FROY TABLE USING LARGER "A" VALUE OF
<br />w/2 OR W/2 + o.H.
<br />40 "w" IS CLEAR DISTANCE FROY HOST STRUCTURE TO FRONT WALL BEAM
<br />
<br />l.4IN. 2'x2'xOo044' (T'T'PICAL)
<br />
<br />SOUD CO~
<br />
<br />V~JES
<br />
<br />SMEETlNG BOTH SlOES
<br />1-1/2" x 2'
<br />
<br />
<br />1oCAX. WIDTH 5J'
<br />ROUCH OPEJ'.ING
<br />
<br />VARIES
<br />
<br />2"12"
<br />
<br />V~IES
<br />
<br />SlAB 3- 1 /2' YIN,-
<br />(5C:E DETAIL)
<br />
<br />TYPICAL GlASS ROOM WAll
<br />
<br />'MNDOW FRAMING CAN ATTACH
<br />OIRECTl Y TO HEADER
<br />
<br />CONVENTIONAL FRAMING OR
<br />ALUYiNUY COVER SYSTEt.A
<br />SMEETING BOTH SIDES
<br />
<br />~
<br />~
<br />
<br />SOliD ROOF
<br />
<br />GlASS 'MNDOW INSTALLED PER
<br />YANUf' ACT1JRERS SPEClFlCA TIONS
<br />
<br />,ax1/2' SMS 0 15' OoC.
<br />IN ALUMiNUM SMEETlNG
<br />
<br />AlUYINUY SHEETING OR VlN'11.. _______
<br />
<br />TYPICAL SECTION GLASS ROOM
<br />
<br />OPTIONAL CONCRETE CAP
<br />BLOO< OR BRICK
<br />
<br />ANCHOR ALUMINUM FRAME
<br />___ TO WALL OR SlAB 'MTH
<br />1/4" x 2-1/2' TAPCON OR
<br />______ EQUAL 5' TAPCON OR EQUAL
<br />
<br />8' x 8' x '5' BLOCK WALL
<br />DECl< OR
<br />GROUND L VL
<br />
<br />(1) '4 BAR 0 CORNERS AND
<br />+-- . 4'-0" O,C. FILL CEllS ANO
<br />8" . '. KNOCK OUT BlOCl< TOP
<br />+--' " ." COURSE 'M TH 3000 PSI
<br />1 1 '" PEA ROCK CONCRETE
<br />
<br />1 2' (2) '4 BARS YIN, 2- 1 12'
<br />OFF GROUND
<br />
<br />
<br />(1) '4 BAR CONTINUOUS
<br />
<br />+--
<br />
<br />MAXJMUY DifFERENTIAL iN
<br />SOIL HEIGHT
<br />
<br />12'
<br />
<br />KNEE WALL FOOllNG FOR SCREENED ENClOSURES
<br />
<br />EDGE BEAM
<br />
<br />
<br />FRONT AND SlOE BOTTOY RAilS
<br />ATTACHED TO CONCRETE 'MTH
<br />1/4' x 2-1/4' MASONRY QUICK SET
<br />o 5' FROY EACl1 POST AND 24'
<br />O.Co MAX. AND WALLS A MIN, 1"
<br />FROY EDGC: OF CONCRETE
<br />
<br />,'x2'.0.044" OPEN BACK
<br />ATTACHED TO FRONT POST
<br />'MTH '10 x 2' SMS MAX.
<br />5" FROM EACl1 PURUN
<br />AND 24" O.Co
<br />
<br />SlOE WALL HEADER ATTACHED TO
<br />l' x 2' x 0.044' OR BETTER 'M TH
<br />M,N. (2) 110 x 1 -1/2' SMS
<br />
<br />SlOE WALL PURLiNS ATTACHED TO
<br />l' x 2' x 0.044" OPEN BACK
<br />W/ MIN. (2) #10 x 1-1/2" SMS
<br />iN SCREW BOSSES
<br />
<br />FRON T WALL PURUN
<br />
<br />rYPlCAL CORNER DETAlL
<br />
<br />(4) 1/4" x 4" LAG BOLTS
<br />WI 1-1/4" FENDER WASHERS
<br />PER 4' PANEL ACROSS THE
<br />FRONT AND 24' OoC. ALONG
<br />SIDES (WAU<-ON)
<br />
<br />
<br />ALUMINUM COV(R OR
<br />3' STRUCTURAL INSULA TED
<br />ALL;MiNUM
<br />
<br />HEADER ATTACl1ED TO POST
<br />wi YIN, (2) '10 x 1-1/2"
<br />/ ______ IN SCREW BOSSES
<br />
<br />2' lC 2' OR 2" lC 3' HOLLOW ~ 2'x2', 2'x3., OR 3"x2"
<br />SEE SPAN TABLE HEADER HOLLOW SEE SPAN TABLES
<br />
<br />FOR s."AP EXTRUSIONS
<br />CHAJR RAIL ANO KJCl< PLATE CHAJR RAIL ATTACHED TO
<br />2..,.,0,0". HOlLOW RNL P POST W/ MlN, (2) .. , 1-'/2.
<br />~ ." ON SCREW BOSSES
<br />POST ATTACl1ED TO BOTT~Y _____, 1" lC 2' lC O.OH" OPEN BACl<
<br />WI YINo (3) #10 lC 1-1/2 BOTTC'-l RAJL
<br />iN SCREW BOSSES
<br />
<br />1/4' lC 2-1/4' lAASONRY "," ," " ..
<br />ANCl10R 0 6' FROY EACH ..
<br />POST AND 24' O.C. YAX. .
<br />
<br />rYPlCAL UPRIGHT DETAlL
<br />
<br />
<br />ANCl10R l' lC 2" xO.044" PLATE
<br />TO CONCRETE WITH 1/4' lC 2-1/2'
<br />CONCRETE ANCHORS 'MTH1N 5' Of'
<br />EACl1 SIDE OF EACH POST 0 24"
<br />DoC. I.4AX. OR l1-iROUGH ANGLE 0
<br />24" O,C. lAAX.
<br />
<br />lAIN. 3-1/2" SlAB 2500 PSI CONC.
<br />6x6-10x10 W,W,lAo OR flSER YESH
<br />
<br />2' x __ EXTRUSION PER TABLE
<br />
<br />(3) #10 lC l' SMS iNTO SCREW SlOTS
<br />l' lC 2" EXTRUSION
<br />/ 1-1/8' YIN, iN CONCRETE
<br />
<br />POST TO BASE AND POST TO BEAM DETAIL
<br />
<br />2' lC 2" OR 2' lC 3' OR 2" 5MB POST
<br />ANCl10R l' lC 2' xOo044" PLATE
<br />TO CONCRETE 'MTH 1/4' lC 2-1/2'
<br />CONCRETE ANCl10RS 'MTHIN 6' Of'
<br />EACl1 SIDE OF EACl1 POST 0 24"
<br />O.C. MAX. OR THROUGH ANGLE 0
<br />24' O,c. YAX.
<br />lAIN, 3-1/2" SLAB 2500 PSI CONC.
<br />6x5-'Ox10 W,WoM. OR FIBER YESH
<br />
<br />2' lC 2' lC '/8' ANGLE EACH SIDE
<br />/ ATTACH TO POST AND CONCRETE
<br />A T LOAD BEARiNG WALL 'M l1-i
<br />(2) #10 x '/2' SMS EACl1 SlOE
<br />
<br />i l' lC 2" EXTRUSION
<br />
<br />
<br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
<br />
<br />0,75" /0.0145" ALUMINUY COVER PAN OR CONTINUOUS
<br />t t 1/ RIGID iNSULATION
<br />
<br />:-~$~r"" , 'I'. CORRO'ON ",OS'''''
<br />
<br />+-- WASl-iER HEADED SCREWS 0 24"
<br />L I O.Co ALTERNATE ,8 lC 5/8' SMS
<br />12' ~ W/l/2" DIAMETER WASMERo
<br />
<br />TYPICAL PANEL
<br />
<br />NOTES:
<br />1, INSTALL RIGID FOAM iNSULATION iNTO ALUlAlNUY ROOf PAN.
<br />2. COVER INSlJLATION 'MTH 0.0145' PROTECTOR PA.."EL 'MTH OVERLAPPING SEAMS.
<br />30 INSULATION PANEL SHALL BE ClOSED 'MTH ALUYINUY END CAP TO SC:CURE PLACEYENT
<br />AND TO DISCOURAGC: THE NESTING Of 'NlLDUFE AND OR iNSECTS.
<br />4, PROTECTOR PANEL WILL BE SECURED BY 18 x 5/8' CORROSION RESISTIVE WASHER
<br />HEADED SCRE'N$o
<br />5. SCREW PATTERN WILL BE 12' ON ALL PERIMETERS A....D 24' O,C. FJELD ON EACH PANEL.
<br />50 ALUMiNUM END CAP WILL BE ATTACHED EITH (3) 18 lC 1/2' CORROSION RESISTIV( WASHER
<br />HEADED SCREWS,
<br />7, SEAL ALL SCREw HEADS 'MTH CAULKING.
<br />
<br />PAN OR COMPOSITE PANELS.
<br />/ Use: CORROSION RESISTIVE SCREws. PANS
<br />ANCl10RED WI 18lC 1/2' 0 (3) PER PAN iNTO
<br />~ RECEIVING CHANNEL AND (1) 110 lC 1/2" 0
<br />RIOGC: CAP CONNECTION TO RECEJVlNG
<br />Cl1ANNEL COYPOSlTE PANELS USE
<br />]1/4'lC t+1/2' WITH 1/4" WASMERS SCREW
<br />__ _ _ THROUGH RECEIVING Cl1ANNEL FROY TO?
<br />OR 18 lC 9/16" TEK SCREWS SPACED 0
<br />CONNECTION REQUIRED ............ 8' O.c. BOTH SIDES. CAUU< ALL CONNECTIONS
<br />(SEE DETAIL) ..............
<br />EXTRUOED OR BREAKYETAL HEADER
<br />EOUAl TO PAN THICKNESS
<br />
<br />ANCHORS DETERMINED
<br />BASED ON HOST
<br />STRUCTURE
<br />
<br />HOST STRUCTURE
<br />fASCIA
<br />
<br />ANCHORS DETERMINED
<br />BASED ON HOST
<br />STRUCTURE
<br />
<br />
<br />PA.... OR COMPOSITE PANELS.
<br />/ USE CORROSION RESISTIVE SCREWS. PANS
<br />ANCl10RED wi 18lC 1/2" 0 (3) PER PAN INTO
<br />RECEIVING Cl1A."lNEl.. AND <1> '10 lC 1/2" 0
<br />RIDGC: CAP CONNECTION TO RECEIVING
<br />Cl1ANNEL COI.lPOSlTE PANELS USE
<br />1/.'lC t+1/2' 'MTH 1/4" WASMERS SCREW
<br />THRQUGH RECEIVING CHANNEL FROY TOP
<br />OR 18 lC 9/15' TEl< SCREWS SPACED 0
<br />8' O.c. BOTl-i SlOES. CAUU< All CONNECTIONS
<br />EXTRUDED OR BREAKMETAL HEADER
<br />EQUAL TO PAN THICKNESS
<br />
<br />HOST STRUCTURE WALL
<br />
<br />CONNECTION REQUIRED
<br />(SEE DE TAIL)
<br />
<br />CONNECllON TO HOST STRUCnJRE
<br />
<br />NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSjNG EROSION
<br />2'-0" YIN.
<br />BEFORE SlOPE MIN 2500 PSI CONCRETE 'MTH 6.6-10lC'0 W,W,M,
<br />I OR FlBER MESM T'T'?lCAL
<br />
<br />_ I . I - J (1) 15 BAR CON To -,__(1) 14 BAR CONT.
<br />
<br />312~'8~' ~ --- ~12" ... --
<br />
<br />NOTE: FIBER I.4ESH CONCRETE DO€S8" +. '0 .
<br />NOT REQUIRE 'MRE YESH 8
<br />FLA T SlOPE I NO FOOTING YODERA TE SlOPE FOOTING STEEP SlOPE FOOTING
<br />o - 2'/12' 2'/12" - 1'-10' > 1'-10'
<br />
<br />SlAB DETAILS ADDRESSING EROSION
<br />
<br />AlUMINUt.l ATTACHYENT
<br />
<br />/ 3-1/2' CONCRETE SlAB 6.5
<br />W.'N,F, OR FIBER lAESH CONCRETE
<br />
<br />r
<br />
<br />VARIES
<br />
<br />
<br />3- 1 12' MIN,
<br />
<br />~
<br />
<br />VlS~E VAPOR BARRIER UNDER SlABS
<br />HAVI~-STRUCT1JRES ABOVE
<br />
<br />WELL COMPACTED ClEAN FILL OV(R SACRIFlCED
<br />NA TURAL SOIL 90~ RELATIVE DENSITY
<br />
<br />CONC. FILLED SLOCK STEY WALL 8x8lC15 OolU
<br />6"x12' CONC. FOOTING 'Ml1-i (1) 15 CONT,
<br />LOCA TE ON UNDISTURBED NATURAL SOIL
<br />(1) IS VERT, 0 CORNERS AND 0 10'-0" O,Co
<br />
<br />RAISED PAllO FOOllNG
<br />
<br />I~ .
<br />u:.2=. .
<br />,J. 12' ,J.
<br />
<br />JOe NAME:
<br />ADDRESS:
<br />
<br />
<br />DRA'NlNG FOR ONE PERMIT ONLY
<br />
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