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<br />EX TRUSlOO <br />BlE <br /> <br />liS INTO SCREW SlOTS <br />JSlOO PER SPAN TABLE <br />:OOC. SLAB W / 6.6 <br />OR FIBER IIESH <br /> <br />III '..2..0044. PLATE <br />NC. W/ 1/4.x2 l/t <br />ANCHORS ~THIN 6' <br />SIDE or EA. POS T <br />O. C. IIAXlIIUII <br /> <br />"/S. ANGlE EACH <br />mACH TO POST <br />:ooCRmlo POST <br />l.A T[ NTH 2'I10x <br />:ORROSION RESlSTI'w{ <br />R HEADED SCREWS <br />" . 2. EXlRUSlOO <br /> <br />2500 PSI COOCRE TE <br />IIIN. W/ 6.6 W.W.II. <br />OR FIBER IIESH COtK <br /> <br />PT <br /> <br />M <br />:TAIL <br /> <br />STANCE FROM <br />BEAlt <br /> <br />USE CORROSIOO <br />::HORED NTH 110 <br />liNG CHANNEL AND <br />)NNECTlOO TO <br />IT[ PANELS USE <br />NTH 1/4. WASHERS <br />FROIA TOP. <br /> <br />[ IS STRUCTURALL Y <br />TIONAL CONSTRUCTION) <br /> <br />:R SlABS <br /> <br />'w{R SACRlFlCEO <br />:NSlTY <br /> <br />NAI.l (8.S.'6 OIU) <br />IH 1 l'i COOTlNUOUS <br />IAl SOIL <br />) '0'-0. O.C. <br /> <br />ALUMI~UM PAN ~ ~ <br /> <br /> <br />NOTES: ANCHOR ,. x 2" OPEN BA~ <br />TAPCON 0.25" x 2' LENGTH MAX_ <br />or 2'-0. OC_ ANCHOR TO WALL <br />~TH 1 1/2. 110 SlIS 'MTH <br />WASHERS 2'-0" O.C. SPACING <br />ANCHOR BEAM AND COLUMN KNEE <br />BEAM WITH ANCHOR CliPS AND <br />110 SCREWS AND WASHERS. <br /> <br />W/2 W 2 <br /> <br />1I1N_ SLAB THICKNESS rOR SlAB <br />ON GRADE 3 1/2' CONCRETE- <br /> <br /> <br />2' . ____ BEAM AND COLUlINS MAX. <br />COLUMNS I.IAX_ COlUlIN SPAONG <br />SEE TABLES <br /> <br />l' x r x 0 040' <br /> <br />"" <br />~ TO SELECT fROOT WAlLBEAM <br />R rR()J TABLE USE lARGER 't. <br />W VALUE or W/2 OR Wj2+0.H <br /> <br />"W" VARIES <br /> <br />~ <br /> <br />2' <br />x _ <br /> <br />__ BEAll SEE TABLE 4 <br /> <br />O'w{RHANG VARIES <br />2'-0' MAX. -+ <br /> <br />3 1/2" SlAB <br />ON GRADE OR \ <br />RAISED rOOTING <br /> <br />I <br /> <br />'t" "'If' <br />MAX. BE MAX_ ," x 2" <br />SPAN UPRIGHT \ I <br />TABLE lENGTH ---.j.. <br />VARIES NO MAX_ (ElEV_ SlAB OR ON GRADE) <br /> <br />TYPICAl GlASS ROOU IIlTH SOliD ROOL TYPICAL f'ROOT VIEW fRAMING <br />. (HEIGHT Of' UPRIGHT IS UEASURED rROIA TOP or I" . 2" PLAT[ TO BOTTOII Of' WAll BEAll) <br /> <br />. "H" <br /> <br />TYPICAL SCREEN AND GLASS ROOM <br /> <br />/" SQIO CO'w{R <br /> <br />~ <br /> <br />VARIES <br /> <br />=F <br /> <br />urN 2' , 2" xOJ)44" <br />(TYPICAl)' <br /> <br />UAX. YllDTH 53" <br />ROUGH OPENING <br /> <br />SHEETING BOTH SIDES <br />1 1/2' , 2' <br /> <br />SlAB 3 1/2" UIN_ ___ <br />(SEE DETAIL) <br /> <br />2" . 2. <br /> <br />TYPICAL SCREEN AND GLASS ROOM <br /> <br />NOTE; THE HOST STRUCTlJR( lIUST BE CAPABlE if SUPPORTlHC lliE AlUlolIHUII STRUCTURE TO 8( ATTACI€D TO TII: HOST STRUCTURE. CENERAU. Y THE <br />c~aTlON if THE EXISTING STRUCTURE lIILl INDICATE THE STRUCTURES CAPAIlIlITY_ THE rOllOVllNC c~aTlONSt\lOST STRUCTURES ARE WAll.[ <br />if SUPPORTINC THE AlUIIINUII STRUCTURE TO BE ATTAOiEO; <br />'- IIASONRY WAlLS, 2", 4" rRAIot[ CQ/STRUCll<>>l WALLS, PRE ENClN[[RED WOOO TRUSSES WI A 2", 6" SUB rAaA AND A TRUSS O'IERHANC IX t.f' <br />TO 4', AND/r:Jl ATTAOl\IENT if lliE AlUlItIlJIj STRUCTURE lliROOCH lH[ I" rAaA TO THE TRUSS BUTTS WI A IlAXlII\J\I ()" 4' TRUSS O'IERHANG- <br />2. 1l0BllE HalES IIANUr ACTUREO AfTER 1984 AND BUILT TO THE 1964 tfJO SHNOAROS MiERE THE ANCHalS ARE INTO TII: TRUSS BUTTS. <br />3- CONOlll<>>lS NOT CO'IERED .0.80\{ SHAlL BE RE\IIE'II(O BY THE ENGINEER TO ()[TERIIIN[ THE HOST STRUCTURE AOEOOACY_ <br />4. All TRUSS SYSTEIIS SHAlL HA'IE A IIAX1I1UIl SPAONC ()" 24' O.c. <br />S. 1l00000E HalES NOT CDlFr:Jl\IINC TO THE STOOAROS ABO'IE SHAlL tlA',{ A SELF SUPPr:JlnNG FAIl[ ADJACENT TO THE IIOllIIL H()I[ IN UEU ()" <br /> <br />2'-0' MIN. <br />BErORE SlOPE <br /> <br />lAIN. 2500 PSI COOC. WITH 6 x 6 l\HDED NRE <br />OR nBm UESH TYPICAl All SLABS_ <br /> <br />J ' 15 BAR COOl <br />S' <br /> <br />I I" 14 BAR COOl <br /> <br />~t-- ". --- <br />'-, <br /> <br />8. <br /> <br />STITP SlOPE FOOTING <br />> l' - 10' <br /> <br />31/2" <br /> <br /> <br /> <br />NOTE: FIBER l.\ESH WlCRETE DOES <br />NOT REQUIRE WIRE IIESH <br />nAT SlOPE / NO rOOTING <br />o - 2"/12' <br /> <br />t.lOOERA T[ SlOPE rOOTING <br />2'/12' - l' - 10' <br /> <br />SLAB DETAILS ADDRESSING EROSION <br />12. PANS OR CONTINUOUS COVER <br /> <br /> <br />RIGID INSULATION <br /> <br />JOB NAME <br />~ ADDRESS <br />18 . 5/8' CORROSIOO <br />RESlSTI'w{ WASHER <br />HEADED SCREWS <br /> <br />12" <br /> <br />L <br /> <br />OArr RE'v1S1()jS CHK <br />1 94 <br /> <br /> ~IZ~ <br />~b Ot.!2 <br />~l!:~go <br />Vl Vl ~~i~~ <br />-.... <br />~~ ~!f~V)z <br />_:I:~l:5 <br />~~ ~~~~o <br />>- Bg <br />~~ O~~~>- <br />21'" ~o'" 15 <br />~~ ?l....~u <br />~~ ~-I>~ui <br />~::.~~c;:~ <br />a;Q; Ui).O~ <br />~a Vl....?lZ b <br />oil! 'im VlVl <br />~~ ~~~~:~ <br />0<'> ozbl~~~ <br />!flit ?lr=> 0 <br />OCSij; ~~2I~bI~ <br />~3 '" B o=> <br />....mVl ~b& .blS <br />~fEII! ~~<.>~g <br />~2 !f"'~~le <br />....~~ ~~~~~iE <br />~~tn <br /> <br />(/) <br />a: <br />UJ <br />> <br />o <br />o <br />o <br />:; <br />o <br />(/) <br /> <br /> <br />T, <br /> <br />'" . <br /> <br />. OJ- - .~ <br /> <br />DR WI~Jr.' <br /> <br />---:R 1 PERMIT ON 'y' <br /> <br />~ <br /> <br />TYPICAL PANEL <br /> <br />MEETS THE REOUlnaeeHTS ' <br />OF GHAPTEP 1205 sec 1991 'ED <br /> <br />()" 3 <br />