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FRU/T A.~D SIDE BOTTOM RAILS rt~~ HlAO'[J 10CONCROE 'M111\liN. ~ 1/4' x 2 1/4' !.IASCNRY 0010< SET ~' . . . @ 6' FROY EACH POST AND 24' D.C. .,. !.lAX. A.~O WALLS A \l:N. Of I' . FROII EDGE Of CONCRE It 3 - 1/4' x 4' LAG BCtTS -~l M111 , 1/4' FENDER WASHERS _ PER 4' PANEL ACROSS THE . FRONT AND 24' ON CENTER _ ALC~G !liE SiCES (~ALK ON)~ 2' x 2', 2' x 3' ~ HCtLO'N ST ABLE HEADER 1_..... CHAIR RAIL AND ~ KIO< PlA It 2' x 2' x 0044' -~ HCtLO'/{ RAIL -e: ~ L : POST ATTACHO 10 :Jonoy /',.," v.\111 I.IIN. 2 110 x , 1/2' . . . . . . ,N SCRE'/{ BOSSiS . '.'.'. < . ' , , . 1/4' x 2 1/4' MASONRY ANCHOR AT 6' FROM EACH POST AND 24' DC. !.IAX!iJVM EDC( BLA.il ------ I' x 2' x DOH' OPE'/ BAD< Al1ACHED TO FRU/T POST 'itl111 110 x 2' S!.lS I.IAX. 6' FROM EACH P\JRLi'/ AND 24' DC. FRONT 'NALL PlJRUN - 'MNoo'lI FRAI.IING CAN ATTACH /'" DlRECT1. Y TO HEADER CCNY! N TiU/ AL F RA.lliNG CR AL~!.Ii~<U\" CO'l1:R S'r'SlIM SHEETiNG B0111 SlOES GlASS 'iI1l1oo',v iNSTALLED PER !.IANVf AC11JRERS SPEClFlCA nCNS ALUMINVl.l SHEETING OR VlN'11.. ~- .... SlOE WALL HOGER ATTACHED TO l' x 2' x 0.044' OR BETlIR 'Mfri MiN. 2 110 x I' SMS SIDE WALL PlJRLiNS ATTACHED TO l' x 2' x DOH' OPEN BACK 'M111 I.IIN. 2 110 x 1 '/2' SMS iN SCRE'I( BOSSi S 3 - " f 0 S.lS INTO SCRE'/{ SlOTS 2'x___ EXTR~SiON PER SPA.'4 TABLE I / MiN. 3 1/2' CONe. SlAB '/{/ 5,5 10/10 'I(./{!.f. OR FlOCR iJESH ANCHeR ,',2',OOH' PlAit TO CONC. '/(/1/4',2 '/2' CONC. ANCHORS 'M !liiN 6' Of EA. SiDE Of EA. POST @ 24' D.C. MAXiM\Jil V APOR BARRIER TYPICAL CORNE~ DETAIL POST TO BASE AND POST TO BEAM DETAil 2',2'II/S' A.NQE EACH SiDE ATTACH TO POST AND CCNCRETE TO POS T A.~O I'LA Tt \\II'M 2 I' OX 1/2' CQRROSJCN RESlsmr: '~ASHER HEADED SCRE'..s ;" x 2' EXTRUSION 2500 PSI CONCRE It . \iN. 'II/ 5,6 '/I.U. OIl FIBER MESH CONe. 2' . ___ SEE TABLE 2 Al TtRNA TE CONC. A~C.xJR LOCATION 1 1/8' MiN. IN \ CONCRETt ~_ t ~ :tJ ---- ~ AlUIJi'iIJY CO'l1:R OR J' S TRUC TURAL 'iNSULA TED ALUMiNt:1.l HEADER A TT A04ED TO POST \\IfH \lIN. 2 110 . 1 1/2' IN SCRE'II BOS5[S NOTE; NO FOOTING PEQCiRED EXCEPT '/MEN ADDRESSING EROSiON AL TERNA TE POST TO BEAM AND PLATE TO CONCRETE DETAIL 2' x 2', 2' . J' CR 3' x 2' HCUCIf SiE SPAN TABLES Cl-IA:R RAIL ATIW,E:) TO POSTS 'M fH I.IIN. 2 110 x 1/2' SMS IN SCRE'/I BOSSiS NOTE: "I(" 1$ THE ROOf" SPAN ClEAK DiSTA.NCE FROM RECEiViNG CHAN'<EL TO FACE Of"3EAM. -i-- l' x 2' . OOH' OPE'I BAC!< BOTTO!.f RAIL P AN OR COMPOSl iE P ANn S. uS{ CORROSJC~ RESismr: SCRE'..s. PA.NS ANCHORED '!III'M #10 x 1/2' @ 3/ PAN ,NTO RECEI'11NG CHANNEL AND 1 110 x 1/2' @ RIDGE CAP CONNECTION TO RECEiViNG CHAN~jEl. COIJPOS/TE PANELS VSi 1/4' x (t+1/2') LAG SCRE'..s 'MT'H 1/4' WASHERS r;~ROOGH RECElv1NG CHANNEL FRO!.f TOP. CAULK ALL CU/NECTIONS. TYPICAL UPRIGH T DETAiL HOST S TRUC TiJR\.. OR FAC1A ------ EXTRUO(D OR BREAK\iETAl HEADER 0032' I.IN. ~ ~ FASTENER DETERMiNED BASiD ON CCNS TRuC nON Of HOST STRUCTURE CONNECTION TO HOST STRUCTURE NOTE: CONTRACTOR SHALL PROViDE \1RlflCA nON TriA T THE HOST STRUCTURE IS STRUCTURAllY COMPARABLE TO THE STRUCT1JRE SHO'llN. (M08IlE HOME OR CON\1NTiONAl CONSTRUCTION) l 3 1/2' CONCRETE SlAB 6 x 5 ALUIJiNlJl.l ATTACH\lENT \ 'If.'/IJ. OR FIBER !.4E~ CCNCReE 1 ' . · · · ~ 31/" ''" V\SOOENE VAPOR BARRIER UNDER SlABS HA',iNG STRUCTURES ABO~~ SOliD ROOf 18 x 1/2' SMS 16' OC. IN ALU\iIN\J'-l SHEE TiNG VA.RIES TYPICAL SECTION GLASS ROOM 3' Lt- ~ 'lIEU CCMPACTED CtEA.N FU O\1:R SACRIFlUO sA TURAl ~L 90~ RELA TI'I1: DENSITY CONCRETt FllUD BlOO< SlIlJ 'NALL (8.8.15 CW) 1. INSTALL RIGlO FOAl.l t.~SlJLATION iNTO ALUVIMJl.l ROOf PA.'4 2. CO'l1:R INSULATIQNMI'M 0.019' PROTtCTOR PA.NEL 'M111 O\!RlAPPiNG 5[AI.IS 3. iNSULATION PA.NtL 5r'All BE ClOst:D '!\Ifri A1UMiNlJ';( END CAP TO SW..:RE INSULATlC+l ptACEiJE~T A.ND TO DISCOURAGE THE NESTiNG Of 'MLDUFE AND OR INSiCTS 4. PROlICTOR PANEL '!IIlL BE 5W..:RED BY 18 . 5/8' COORO'5JCN RESism~ '/lASHER HEADED SCRE..s 5. SCPi.'I( PAllIRN SHALL BE 12' CN ALL PERIMETtRS ANO 24' O.C. fiELD ON EACH PA.~EL 6. AlU!.IINW END CAP 'MLL BE ATTACH[O 'MTH 3 13 x 1/2' CO<ROSJCN RESiST"! 'liASl1ER HEAD[D SCRE'..s 7. SiAl ALL SCRE'II HEADS 'M T'H CAULKiNG NOlES: 5' . 12' CU/CRETE FOOTING \\IfH , 15 CONTINUOOS LOCATt ON UNDISTURBED ~AT1JRAl ~L 'IS \~RTICAL AT CORNERS A.~D 10'-0' D.C. RAISED PATIO FOOTiNG '/1/2 w 2 AlUM,NlJil P A.N ~~ NOlIS; A.IJCHCR I' x 2" Of'EN BA~ TAPCON 025' x 2' LE~I'M MAX, or 2'-0' Oc. A.'lCHOR TO WALL '!\IiH I 1/2' #'0 SVS YHrl '/lASHERS 2'-0' O.C. SPACiNG A.'iCHOR BEAil AND Ca.U"'N KNEE BEA'A 'tilTH ANCHOR CliPS AND 110 SCREWS AND .NASHERS. Vi.'4. SlAB TrilCKNESS fOR SlAB ON GRADE oJ 1/2' CONCRETt. 2' x 3_ BEA.1,f A.'lO CClJ.JMNS !.lAX. COLVilNS VAX. CCtIJM:-I SPACING st:E TABlES " x 2' x OC40' ~ TO SHEeT FRCN T 'NAU8EAM ~ FROM TABLE Us{ LARGER 'l' W VALUE Of '11/2 OR W/2+0.H. 'W' VARIES ~ 2" x _.3 _ BEAM S{E TABlE 4 O\1:RHANG VAR:ES 2' -0' !.lAX. -,f. 3 1/2' SlAB 0'4 GRADE OR \ RAlS{D FOOTiNG -t 'L' ,,(( MAX. BEAU !.lAX." x 2' SPA.~ VPRIGHT \ I TABLE LENGrH -t- VARIES NO MAX. (ElEV. SLAB OR ON GRADE) rrt'ICAl GLASS ROOl.l 'III n-l SOLiD ROOf. TYPICAL FR~ T ~E'II FRA.~NG . (HEIGHT or UPRIGHT IS MEASURED FROY TOP Of " x 2' PLATt TO BOTTOM Of WALL BEA\j) . 'H' Mi". 2' . 2' xOOH' (TYPICAL) TYPICAL SCREEN AND GLASS ROOM i'"" t \lAX. 'Morri 53' VAR:ES ROUGH OPENiNG " .,. =F / SetID CO\1:R SHEHNG BOTH SIDES , 1/2' . 2' SlAB 3 1/2' MIN. ~ (SiE DETAil) TYPICAL SCREEN A~D GLASS ROOM NO:;:: THE HeST STRUCNRr WST 8( CAPABlE Of SlJPl'ORnNC ~( ALU\jINUII STINCT1JRr TO BE: ATIACi'tD TO 11'( HOST STWCT1JRr. c{NER,IU Y M CCt<OITlON Of mE EXISTI14C STRUCT1..:Rr1\1LL INDICATE mE STRVCNR!:S CAPA!l1UfY. 11<( FCUC\\INC CCNCHIWS;\lOST STRUCT1..:RES ARE CAP.IBl! Of SUPPORTlNC M ALU\lINI.!II STRUCT1..:Rr TO OC ATTAO<€O; 1. \jASWRY WALLS, 2', 4' fR/J.l( CCNSTWCTlON WAllS, rR!: ENGINEERED .IIOC(J TRUSSl:S '11/ A 2'. 0' $lIB fAOA .'-NO A TRUSS ,O\t:RHA.NC Of uP 104', AND/CR AlHO'liENT Of 11;E ALL'\4INI..'Il STRVCT1..:Rr 11<R(lJCl1 11'( I' FAOA TO mE TRUSS BUT1S '11/ A IWJV\CII Of 4 TKlJSS CVt:RH'-NC. 2. \jC€lLE HCIIES \j....NFACT1JRED Af1tR 1984 .'-NO BUilT TO 11;( 198. HUD Sl"NCAROS Il\<[Rr 11;( ANCHORS ARt I!'lTO 11<( TRUSS suns. 1 CONOITlCNS NOT COVt:REO AOO\{ ~AlL 8( RE'~E'Iot:D BY 11<( ENGlNHR TO DEI1RloIlNE 11<( HOST STRUCT1..:Rr .lD(CXJ~CY. 4. AlL TRUSS SYSI1\,1S SHALL HAVt: A ~A~l.I~\A SPACNC Of 24' O.c. 5. \jC€U HQl;(S NOT CCNflY.l.lt'lC TO 11;E STA.'<OI>RDS AOO\{ SHALL HAVt: A sar S1.IPPClH,NC fAllE .lDJArotT TO 11;E loi08lLE H()l;E l!'l U(U Of !.Ii". 2500 PSI CONC. 'MTti 6 x 5 WELDED \\IRE NOTE: FIBER l.iESH CONCRETt DctS NOT RW.!IRE 'MRE I.lESH FlA T SlCPE I NO FOOTING o - 2'/12' !.lOOERA T( stOP( FOOTiNG 2' /12' - " - 10' SLAB DETAILS ADDRESSING EROSION STEEP SLOP( FOOTING > ,. - 10' 12' ?ANS OR CONTINVCtiS CO'l1:R ~ 18 x 5/S' CORROSION RESiSTI'I1: WASHER HEADED SCRE'..s 9 4 .. \) 0 0 6 ?1 . ',1 ,0 :. , "l'. \ I""'. . '~'<--:.' TYPICAL PANEL IJEETS ll-le Rro.J1~ 1 tF CHAPTEP 12lJ5 S80 1991 m CArt REYI':'.lWS CH f ;. ~~ "'''' g~ tj~ ~~ 25"- ~~ ~~ 0E'l; );0 o is! 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