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<br />EDGE BEAM <br /> <br /> <br />fRO-"lT AND SlOE BOlTOt.l RAILS <br />ATTACHED TO CONCRETE W1~ <br />1/4",,2 1/4' MASONRY QUIO< SET <br />o 6' fROM EACH POST AND 24' <br />O.C. !.lAX. AND YiALLS A MIN. I' <br />fRO\f EDGE Of" CONeR(TE <br /> <br />l'xl'xO.O'" OPEN BAO< <br />ATTACHED TO fRONT POST <br />W1~ 110 x 2- SIolS 14AX. <br />6' fROM EACH PlJRllN <br />AND 24' O.e. <br /> <br />SlOE WALl HEADER ATTACHEO TO <br />,. x 2" x 0.044" OR BETTER WI~ <br />MIN. 2 "0 x I , /2' SMS <br /> <br />SIDE WALl PURUNS ATTACHED TO <br />I" x 2" x 0.044" OPEN SAC!< <br />....~ lAIN 2 110 x I 1/2- SMS <br />IN SCREW BOSSES <br /> <br />fRoo T WAlL PURUN <br /> <br />TYPICAL CORNER DETAiL <br /> <br />4 - 1/4',,4' LAG 801. TS <br />W/ , 1/4' FENDER WASHERS <br />PER 4' PANEL ACROSS ~E <br />fRONT AND 24. O.C. AlooG <br />SlOES ('NALK-oo) <br /> <br /> <br />" '" <br /> <br />ALUI.4INU!.l COVER OR <br />3" STRUCTURAl INSULA TED <br />AlUl.lINU!.l <br /> <br />HEADER ATTACHED TO POST <br />W/ t.CIN. 2 110 lC 1 1/2. <br />/ ~ IN SCREW BOSSES <br /> <br />" , " "" " , " ""'-lOW 3 ,',,', ,..,., "" ,',,' <br />SEE SPAN TABlE HEADER HOllOW $(E SPAN TABLES <br /> <br />~- ~ - ~. fOR SNAP EXTRUSIONS <br />CHAIR RAIL AND KlO< PLATE . CHAIR RAIL ATTACHED TO <br />2',,2"xO.~4' HOlLOW RAIL . POST W/ MlN. 2 110 x I 1/2' <br />~ SMS ~ S(;R(W BOssrS <br />POST ATTACHEO TO BOrrOW ____. .. l' x 2' x 0.044' OPEN BAO< <br />W/ MIN. 3 1'0 lC I 1/2 .cf BOTTOt.l RAIL <br />IN SCREW BOSSES <br /> <br />1/4' x 2 1/4' I.IASONRY ... ... ....... .. <br />ANOtOR 0 6- F'ROI.I EACH .... <br />POST AND 24' O.e. MAX. <br />. TYPICAL UPRIGHT DETAIL <br /> <br /> <br />ANCHOR I' x 2' >:0.044' PLATE <br />TO CON(:RETE WIlli 1/4' x 2 1/2' <br />CONeR(TE ANCHORS WI~IN 6' OF <br />EACH SlOE OF EACH POS T 0 24" <br />O.C. ltIAX. OR ~RQUGH ANCtE 0 <br />24' O.C. MAX. <br /> <br />MIN. 3 1/2" SlA8 2m PSI CONe. <br />6><6-10xl0 W.W.lot. OR fJ8(R ltIESH <br /> <br />2. x __ EXTRU~ PER TABLE <br /> <br />3 110 x I" SIolS INTO SCREW SlOTS <br />,. x 2' EXTRUSloo <br />/ 1 I/S' lAIN. IN CONeR( TE <br /> <br />POST TO BASE AND POST TO BEAM DETAil <br />2" x 2" OR 2" x J' OR 2" SMa POST <br />ANCHOR I" x 2- >:0.044" PLATE <br />TO CONCRETE WIlli 1/4" x 2 1/2" <br />CONCRETE ANCHORS 'N1TliIN 6' OF <br />EACH SlOE Of" EACH POST 0 24" <br />O.C. ltIAX. OR ~RQUGH ANCLE 0 <br />24' O.C. MAX. <br />1.1 IN. 3 1/2". SLA8 2500 PSI CONe. <br />6><6-10.10 W.W.lot. OR f1BE:R t.cESH <br /> <br />2" x 2' x 1/8' ANGlE EACH SIDE <br />/ ATTACH TO POST AND CONCRETE <br />AT LOAD BEARING WALL WIlli <br />2 110 x. 1/2' SIolS EACH SlOE: <br /> <br />l' x 2' EXTRUSloo <br /> <br />/, '/8' lAIN. IN CONCRETE <br /> <br /> <br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL <br /> <br />~." <br /> <br />2.x2_ .BEAJ.I SEE TABLE 4 <br /> <br />OVERHANG VARIES + <br />2'-0" MAX. <br /> <br />-r <br /> <br />. '"H- <br /> <br /> <br />OE -.t. <br /> <br />3 1/2' su.s ON <br />CRADE OR RAlSEO <br />foonNG <br /> <br /> <br />1l'P1CAl. GlASS ROOlA \l\4TH SOLID ROOF. TYPiCAl FRONT VIEW FRA!.lING <br />. (HEIGH Of" UPRIGHT IS IoI(ASlJR[D FROt.l. <br />T~ OF l"xl" PlAT! TO BOTTO\.l CK WAlL 6EAJ,I) <br /> <br />2'x_2:-BEAJ.I AND CQUMNS <br />ltIAX. COLUMNS. SP ACING <br />SEE TABLES <br /> <br /> <br />~ <br />~ <br />o <br />::> <br />f!: <br />III <br /><.> <br />z <br />f= <br />III <br />X <br />W <br /> <br />O.H <br />ALUl.tINVlol PANEL COVER ___ <br /> <br />t <br />J "'I(' VARIES <br />TYPICAL GLASS ROOM <br /> <br />~ <br /> <br />NOTES: <br />I. ANCHOR I" x 2' OPEN BAC!< EXTRUSION v.lTH TAPCON 1/4" x 2 1/4' lENGlli <br />OR EQUAl MAX. CK 2'-0" O.C. <br />ANCHOR TO WAlL WIlli I 1/2' "0 SMS\'I1~ WASHERS 2'-0- O.C. Sl'AONG <br />ANCHOR BEAJ.I AND COlUMN KNEE eEA'" \'11TH ANCHOR CU?S AND 1'0 SCREWS <br />AND WASHERS <br />2. I.IIN. su.s THICKNESS fOR SlA8 ON GRADE IS J 1/2' CONCRET! <br />J. SELECT fRONT WALL BEAl.l FROW TABlE USING LARGtR "A' VALUE Of <br />W/2 OR W/2 + O.H. <br />4. "W" IS CUAR OISTAN~ fROlot HOST STRUCTURE TO fRONT wAl!. BE:AJ.I <br /> <br />- <br /> <br />~ souo ROOF <br /> <br />~ <br />I8x1/2" Sl.IS 0 16" O.C. <br />IN ALUI.lINUIof SHEETING <br /> <br />YlINOOW nw.tm em ATTACH <br />Da:lEC11.V TO HEADER <br /> <br />CONVENTlOOAl f'RAIAING OR <br />ALUMlNUIof co...a SYSTEI.I <br />SHU TINe 60 TH SlOES <br /> <br />GlASS WINDOW INSTALLED PER <br />IAANUF' ACT1JRERS SPtC1flCA TIONS <br /> <br />AlVlolINUIof SHEETINC fOR VINYl. ------... <br /> <br />TYPICAL SECTION GLASS ROOM <br /> <br />ALU"'INUIot ATTACHI.lENT <br /> <br />3 1/2" CONCRET! SlAB 6><6 <br />W.W.F'. OR neER IAESH CONCRET! <br /> <br />· > 4, 1/,' UN, <br /> <br />1 <br /> <br /> <br />VAR1ES <br /> <br />J' <br /> <br />.....SOO(NE VAPOR BARRIER UNDER SlABS <br />HAVING STRUCT1JRES ABOVE <br />WEU. COMPACltD ClEAN nLL OVER SACRlncro <br />~ NAl1JRAl. SOIL 90" RELATIVE DENSITY <br />CONe. FillED BLOCK STEI.I WALL 8x8x16 C\.IU <br />6")(12" CONe. fOOTING WITH 1 ,5 CONT. <br />LOCATE ON UNOISTURBED NAT1JRAL SOIL <br />1 is \'(RT. AT CORNERS AND 010'-0' O.C. <br />RAISED PA 110 FOOTING <br /> <br />lAIN. 2'xl'xO.044" (TYPICAL) <br /> <br />SOLIO COVER 4, ..,....... <br /> <br />-rt <br />I.lAX. WIOTH ~. VARIES <br />""'" Of"'"'' r, r ~ <br /> <br />SHEETING BOlli SlO€S <br />1 1/2""2' <br /> <br /> <br />SlAB J 1/2' MIN. <br />(SEE DETAIL) <br /> <br />TYPICAL GlASS ROOM WALL <br /> <br />0.019' ALUMINUlot COVER PAN OR CONTINUOUS <br /> <br /> <br />"'- <br />IS lC 5/8' CORROSloo RESISTIVE <br />WASHER HEADED SCREWS 0 24' <br />O.C. AlTERNAT! IS lC 5/8- SI.lS <br />W/1/2" DIAI.IETER WASHER. <br /> <br />W <br /> <br />L <br /> <br />TYPICAL PANEL <br /> <br />NOTES:. <br />'. INSTAll. RIGID fOAJ.t INSULATION INTO AlUI.lINUl.t ROOF PAN. <br />2. COVER INSULATION WI~ 0.019. PROltCTOR PANEL WIlli OVERLAPPING SEAI.IS. <br />3. INSULATION PANEL SHALL BE ClOSED WI~ ALWINU... END CAP TO SECURE PLACEMENT <br />AND TO OI$COURAGt ~E NESTING OF W1LOUf'E AND OR INSECTS. <br />4. PROltCTOR PANEL ~LL 8( $(WREO 8'1" is x 5/8- CORROSION RfSlSTlVE WASHEi~ <br />HEADED SCREWS. <br />5. SCREW PATTERN WILL 8E 12' ON AlL PERlIAETERS AND 24" O.C. fiELD ON EACH PANEL. <br />6. AlUlolINUW END CAP WILL BE ATTACHED W1~ 3 I8x1/2" CORROSION RESISTIVE wASHER <br />HEADED SCREWS. <br />7. SEAl ALL SCREW HEADS WI~ CAULKINC. <br /> <br />f'ASltNED DETERMINED <br />BA$(D ON CONSTRUCTION <br />~ HOST STRUCTURE <br /> <br />HOST <br />STRUCTURE <br />OR FASCIA <br /> <br />PAN OR COMPOSITE PANELS. <br />/ USE CORROSION RESISTIVE SCREWS. PANS <br />ANCHORED wI 110Xl/2' 0 3/?AN INTO <br />RECOVING CHANNEl.. ANO 1 11Oxl/2' 0 <br />RIDe( CAP CONNECTloo TO RECDVlNG <br />CHANNEL. COt.CPOSlT! PANE1..S USE <br />'/4-x 1+1/2' ""lli 1/4- WASHERS SCREW <br />lliRQlJQl RECOVlNG CHANNEL FROt.l TOP <br />, , CAULK ALL CONNECTIONS. <br /> <br />~ EXTRUOED OR BREAKMETAl HEADER <br />0.032" lAIN. <br /> <br />CONNECTION TO HOST STRUCTURE <br /> <br /> <br />CONNECTION REQUIRED <br />(SEE DETAIL) <br /> <br />HOST STRUCT1JRE OR FAa" & SUB-FACIA CONNECTION REQUIREMENTS fOR VARIOVS <br />LOAD CONOITIONS <br /> <br />LOAD CONOtTIONS <br />WINO VELOCITY LOADS DEAD + UVE LOADS <br />GlASS RQOl.IS <br />HOST STRUCTURE 100 I.IPH '10 I.IPH 120 t.lPH 221/Sf 321/Sf ~71/Sf <br />I. CONCRET! 1/4'xl-I/8" CONCRETE SCREWS 0 12- 0.e.----.,.->2 0 I' O.C. <br />2. v.QOO FRAI.CE 1/4'xl. LAG SCREWS 06' 0.C.------------>2 0 ,. O.e. <br />SC~EN, VlN'I't, ANO CARf'ORTS <br />HOST STRUCTURE 100 MPH 110 I.IPH 120 I.IPH 221/Sf 321/SF 571/SF <br />,. CONCRETE 1/4'xl-I/S' CONCRETE SCREWS 0 12" 0.C.------>2 0 " O.C. <br />2. v.QOO FRAME '/4""2' LAG SCREWS 0 12" 0.c.----------->2 0 "O.C. <br />NOltS: v.QOO STRUCTURES SHOULD CONNECT TO TRUSS sum OR TliE sua fACIA <br />fRAlAlNe 'l'lHERE POSSIBLE ONLY 15" Of SCREWS CAN BE OVTSlDE ~E <br />TRUSS 8lJTTS/SU8 fAaA AND THOSE AREAS SHAU HAVE OOUBtE ANCHORS <br />AU SCR(WS INTO THE HOST STRUCTURE SHALL HAVE MiN 1-1/4" WASHERS <br />OR SHALL BE WASHER HEADED SCREWS. <br />NOTE: NO fooTl~G REQUIRED EXCEPT WHEN ADDRESSING EROSION <br />2'-0' I.CIH. \.lltl. 2500 PSI CONC. W/ <br />BEFORE SlOPE 6.5-IOxl0 W.W. MESH OR . <br />~IHR MESH TYPICAl. <br />. J I 15 BAR CONT. . "4 BAR CON <br />3 1/2" . -- .8.....~." rn. ~ <br /> <br />HOlt: neol _ ~TI: I>OU .8' 8 <br />HQt"l:~__ <br />flAT SlOPE I NO fOOTING MODERATE SlOPE fOOTING STEEP SlOPE FOOTING <br />o - 2'/12' 2'/12' - 1'-10' > 1'-10' <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />QOHAMI <br />MORUI <br /> <br />l1 ~ <br />Z \O~ <br />'i -5 _ <br />101 0:0 .. <br />w~ ~o: 15 <br />t33 ~Q. :;;; <br />j;~ o~ ~ <br />Zo ~ i <br />i3 Ei~ ~ tj <br />ow ~g 8! <br />(7;i!: ~o u~ <br />~~~8~ ~ ~(ll <br />.cog ()~~ 9 ~~ <br />~bl <.>~ I 5....<0 <br />o-<~ ~oo Q) Zw <br />zQ) o~- We <br />-<w~5 ~~i!a <br />5~dQ) :Ms ~ <br />i7\~'" fi~u ~ fJlj <br />~zw -<60 z e~ <br />:Ii!: ~:>el -<: lilt;; <br />w.( -<0 0-<i7\ <br />:I:lr4. 1-~4. 0 Xw <br />.....00 (/):0 co ~~ <br />..: ~..; <br /> <br />IX <br />fJ.l <br />:> <br />o <br />COO <br />:20 <br />Oz <br />0< <br />a:: <br />fI>'" <br />fI>~ <br /><< <br />..J~ <br />~ <br />a <br />:l <br />o <br />fI> <br /> <br />~ <br />B <br />I- <br /> <br />~~ <br />J~ ~~ <br /> <br /> <br />Q" Nl'-o. <br />o ...,. <br />"...lL.J I <br />I!!l~ ~~~ <br />101 1i2l'-o.~ <br /> <br /> <br />~ a 0.......0 <br />I !t~r!. <br />0:03 .(ll<o <br />w~l:5""'l'o <br />· ~.~W""" <br />~z~~5g <br />~wQ) ~..... <br />..J .... x <br />~fi3 :> c! ~ .c <br />8:!Jua:ii: t.. <br />1/ <br /> <br /> <br />q] <br /> <br />OF ~ <br /> <br />g~^WINO'!tt "'OR 1 PERMIT ON!.: <br />