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<br /> <br />ANCHOR 1"x2"xO.044" PLAT[ <br />TO CONC. W/ 1/4"x2 1/2" <br />IRRIER CONC, ANCHORS WITHIN 6" <br />(y EA. SlOE (y EA. POST <br />o 2." O.C. MAXIMUll <br />ASE AND <br />AM DETAil <br /> <br />2"x2"xl/S" ANQE EACH <br />I SlDf ATTACH TO POST <br />AND CONCRETE TO POST <br />AND PlAT[ WITH 2 110x <br />1/2" CORROSION RESlSTI'-f: <br />WASHER HEADED SCREWS <br />I' x 2" EXTRUSION <br /> <br />I 2500 PSI CONCR[T[ <br />. . lAIN. W/616 W.W.lA. <br />OR FIBER llESH CONC. <br /> <br />TNG REOUIRED EXCEPT <br />lOR[SSlNC EROSION <br /> <br />: POST TO BEAM <br />) CONCRETE DETAil <br /> <br /> <br />F SPAN CLEAR DISTANCE FROM <br />NEL TO fACE Of BEAlA. <br /> <br />llolPOSITE PANElS. USE CORROSION <br />;CREWS. PANS ANCHORED WITH 110 <br />V PAN INTO RECEIVING CHANNEL AND <br />2" 0 RIDGE CAP CONNECTI()4 TO <br />:HANNEl. COUPOSlTE PANElS USE <br />1/2") LAG SCREWS YIITH 1/." WASHERS <br />ECEI'w1NG CHANNEL FROU TeP. <br />COONECTI()4S <br /> <br />"L' 'W' <br />MAX. BE UAX. ," x 2" <br />SPAN UPRIGHT \ I <br />TABLE LENGTH.----+ <br />VARIES NO UAX. (ELEV. SlAB OR ON GRADE) <br /> <br />TYPICAl GlASS ROOlA 'MTH SOLID ROOf'. MCAl f'R()4T VIEW f'RAlAING <br />. (HEIGHT Of' UPRIGHT IS UEASURED FROlA TOP (Y r x 2" PLAT[ TO BOTTOlA ~ WAll <br /> <br /> <br />ALUMI~UU PAN <br />~~ <br /> <br /> <br />ANCHOR " 1 2' OPEN BA~ <br />TAPCON 025' x 2' LENGTH MAX. <br />or 2'- 0' 0 C. ANCHOR TO WALL <br />WITH 1 1/2" 110 SUS WITH <br />WASHERS 2'-0' O.C. SPACING <br />ANCHOR BEAM AND COlUUN KNEE <br />BEAlA WITH ANCHOR QIPS AND <br />#10 SCREWS AND WASHERS. <br /> <br />MIN. SLAB THICKNESS FOR SlAB <br />ON GRAO[ J 1/2' CONCRETE. <br /> <br />O'-f:RHANG VARIES <br />2'-0' llAX. -+ <br /> <br />J 1/2" SlAB <br />ON GRADE OR \ <br />RAISED FOOTING <br /> <br />UIN 2" 1 2' .0.044' <br />(TYPICAl) , <br /> <br />SHEETING BOTH SIDES <br />1 1/2' x 2" <br /> <br />SlAB J 1/2" lAIN. ___ <br />(SEE DETAIL) <br /> <br /> <br />W/2 <br /> <br />W 2 <br /> <br />2" x __ BE..w AND COlUUNS .. <br />COlUI/NS UAX. COl UUN SPACING <br />SEE TABLES <br /> <br />TO SELECT f'R()4T WALLBE..w <br />FR().4 TABLE USE LARGER "L" <br />VALUE OF W/2 OR W/2+0.H <br /> <br />:1:/. <br /> <br />'" '" <br />-.., <br />~~ <br />~~ <br />~3 <br />3'" <br />DI~ <br />~~ <br />=-Q; <br />~a <br />011:' <br />~~ <br />lf~1 <br /><'>i50 <br />z....ai <br />~~'" <br />ilili!1I:' <br />~oC2 <br />...~~ <br />~~'" <br /> <br />NOl[: THE HOST STRUCTURE llUST 8f CAPABlE Of SIJ'PORTlNC THE ALUIIlNUIl STRUCMlE TO 8f ATTACHED TO 111: HOST STRUCMlE. CENERAUY THE <br />CONDITION Of THE EXISTING STRUCTURE IllU INDlCAl[ THE STRUCTURES CAPA8lUTY. THE FOClOWINC CONOITKWS,IlIOST STRUCMlES ARE CAPAIl[ <br />Of SlJ>PORTlNG THE ALUlllNUll STRUCTURE TO Ill: A TTAOiEO; <br />1. llASOORY WAlLS, 2'1 4" FRAIAE OOlSTRUCTlON WALLS, PR( ENClNEERED WOOO TRUSSES W/ A 2"1 6" SUB FAOA AND A TRUSS O~AHC Of LF <br />TO 4", AHD/OR ATTAOillENT Of THE AlUMINUIl STRUCTURE THROUGH THE l' FAOA TO THE TRUSS BUns w/ A IlAIOI/U11 Of 4" TRUSS ()\{RHA/lG. <br />2. IIOOIL[ HalES IlOOF AC1URED AfTER 1984 AND BUItT TO THE 1984 HUO STANDARDS lIHERE THE AHOlORS ARE INTO THE TRUSS BUllS. <br />J CONDITIONS NOT CO\fREO AIlO\f SHAlL Ill: RE\1[\I(O BY 111: ENGINEER TO OEl[R11INE THE HOST STRUCTURE AO[OOACY. <br />4. AlL TRUSS Sl';l[IlS SHAlL HA\f A IlAXl\IUII SPAONC Of 24" D.C. <br />S. Ilt&.E HalES NOT CONFOR\IING TO THE STANlAROS A80\f SHAlL HA\f A SIlF SUPPORTING FAIlE ADJACENT TO THE 1l0llll1: HalE IN uru Of <br /> <br />lR BREAKWETAL <br />32" lAIN. <br /> <br />HOST STRUCTURE IS STRUCTURAlLY <br />OIAE OR CON\fNTlONAL CONSTRUCTION) <br /> <br />186x6 <br />I C()4CRETE <br /> <br /> <br />4 "In., <br /> <br /> <br />p~ BARRIER UNDfR SlABS <br />CTURES ABO'-f: <br /> <br />:Tro QEAN FllL O'-f:R SACRIFICED <br />. 90X RELAn~ DENSITY <br /> <br />LED BLOCK ST[W WAll (&Sx16 CIofU) <br /> <br />:RI:T[ FOOTING NTH 1 15 CONTINUOUS <br />100STURBED NATURAl SOIL <br />. AT CORNERS AND 10'-0" O.C. <br /> <br />2" 1 _ <br /> <br />1" x 2' 1 0.040" <br />'W' VARIES ~ <br /> <br />_ BEAU SEE TABLE. <br /> <br />I <br /> <br />. "H" <br /> <br />./" SOlID CO'-f:R <br /> <br /> <br />lAAX. YIIDTH 53" <br />ROUGH OPENING <br /> <br />VARIES <br /> <br />=F <br /> <br />2" x 2" <br /> <br />TYPICAL SCREEN AND GLASS ROOM <br /> <br />2"-0" lAIN. <br />BEFORE SlOPE <br /> <br />3 1/2" <br /> <br /> <br />WIN. 2500 PSI C()4C. 'MTH 6 x 6 ~LDED 'MRE <br />OR nBER lAESH TYPICAL AlL SLABS. <br /> <br />I , 15 BAR CONT. <br /> <br />~ <br /> <br />L 1" 14 BAR C()4T. <br />~2" ........ --- <br />" <br /> <br />8" <br />STEEP SUPE FOOTING <br />> l' - 10' <br /> <br />NOTE: FIBER lAESH C()4CR[T[ DOES <br />NOT REOUIRE 'MRE lAESH <br />flAT SlOPE / NO FOOTING <br />o - 2"/12" <br /> <br />UooERA TE SlOPE FOOTING <br />2'/12" - l' - 10' <br /> <br />SLAB DETAILS ADDRESSING EROSION <br />12" PANS OR C()4T1NUOUS CO'-f:R <br /> <br /> <br />RIGID INSULATION <br /> <br />JOB NAME <br />" ADDRESS <br />"'-..... 18 x 5 /S" C~ROSl()4 <br />RESlSn'-f: WASHER <br />HEADED SCREWS <br /> <br />12" <br /> <br />L <br /> <br />OA T[ R[\1~S OiK <br />1 94 <br /> <br />~b <br /> <br />~ I z~ <br />Otl!2 <br />i~--ge <br />oC 10\<.> <br />:sltl",,,,z <br />__x~Cl <br />~o___~ <br />15;~~g <br />"'If If'" <br />~iffi~~ <br />~=j>~.,; <br />15..,,,,_ ! <br />ui>o-oOC <br />::J~~~!;;b <br />.. oC... <br />-";~iI<"'l!5 <br />~l:joi!!'i5u <br />ii!1i~~~ <br />i5~311X~ <br /> <br />i~bmi <br />~ig~;~ <br /> <br />(/) <br />a:: <br />LLI <br />> <br />o <br />o <br />o <br />::; <br />o <br />(/) <br /> <br /> <br />TYPICAL PANEL <br /> <br />UEETS THE REOOIREMeH1'8 , <br />OF {")-fApTEfI i205 see 1991 m <br /> <br />'1'.' . <br /> <br />.~, ,":. <br /> <br />OR WI~Jr.' <br /> <br />--:R 1 PEAMIT ON .Y <br /> <br />Ell <br /> <br />~ <br /> <br />Of 3 <br />