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BY: DURALUM PRODUCTS, INC. t11uIIIq'11lluppl{I,, (IIII d1u1 h4i1i�,h �'I'll I' Id IIIIIIhIPII!II,, IIpIpg111,I�11llll1,1111j II' 1111111 i.,,lr,,ll,llllliiII I'Ihl'111, 11;1;1111 aIIIIItllVlIIVII!I , -I!Illlll�llilllll' 1111u11111111- �lilIIIIIIIIIIII�I1►111P111IIQp1► ,, IIp gpI�IIIIIlIp11IIIIl11,lr IIII III IIIIIIIIII!I!IIV�I!IIl IIII' I II I�p; 1119V �IIIIIV!111111191I411IIIIII IIIIII Illul 1j11111 I G I I' 116UI�lpp�tlgl�l� ,,1111 ;II:IIII,Ia11111 dIIIIIIl111111IIIlitlldldV�ldVlllll �Illjl►11111VIIIII�,111111!IUIV'Il I UIIII 111191!II!I,II! 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I In i, I ILII, IIId, I k II W VIII II,I , I 'a h , I 111111111 Ill, I 1,IIl,.11u1„o (IIII 111111 IuII IIIA :!1, 11111111, gauWrl. uVII 111111 II II1111111„- �I L, J, n.l,,iy IIIIIIIIIillloll VIII, ','I�flIPM 1!'p,; I IIIIIII VIII II IIII..,. PJ1VP.r11 VIII IIII II II{i IIIJV! IIIIIII, IIII 1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIO I B IIDING CODE' 2009 INTERNA' ONAL RESIDENTIAL CODEII12010 CALIFORNIIA 13UILDIIINI6 &IIRESIOENTIAL,COD IIIIAS ICEISEI 705 MI INIMUM 4 „IJ II,,,1,..,, „1,,,,1„ I„Im,,,�l m ,1,,,, ,,,. LT?I. �IL., IIII�IIII� JJIIUESIIGN LOADS: BUILOIINGS1AND OTT ER°'STRUCTURrES'IAND THE'12005"ALUMINUAII IM 4NUAL ADM111'-05. I�IIII�II)UII 117ii1;Illir° ji111:IpIi61"'' III° �u�ll lll11,6'�" I III �I VIII II IIIIIUIIIu IIII d111"'11u'. 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EA IDENTIFYING TAGIIINUICATING THE NAME ANDIAooRESS OF THE MANUFACITURER DESIGN LOADS ANOIIENCLOSABIIITY..l I IIIIIIIII)1111111111111 , I 101 II,I I � �OIIIIIIIIIC� Illlllll WIN 4, TH 1 RA GS' AND SPECIFI 'ATI HOWN EP I TR E D C ONS S R RESEPFT 7HE F NISHED S UCTWRE UNLESS.OTiHERWISE N' TED AND N^ 7 I I METH D' O DOI O ND CATS E O OF CONSTRUCTION. THE .1 , I ,,,II . , I. „I, . rd ,,..II � 6 I . I I I ,d,,,,,J,,, 6�� 11 „a:�1: ,,,11111111.111„IIJI,,„.76,,, Il. 1,1„11„L,,, .,,L.1 „111'�.I�.,III,�,. 11„ ,.,III IIIIIIIIIIfIIIlu11,. I'... CON n,,,, .,�,,. „ III„ I I ,, ,. , �,,,, ,III 11 ....,I ,:. � ,,,,n,.rl l„ „�II,1,11, a IIIIIUIII CONTRACTOR'SHAL,',L'�SUPENVI$EII„AND,DIRECTI,THE WQRKO SHALL BE,SOLELY RESPO;NSIBLE;FOFi'ALL CONSTRUCTION,�MEANS, METHQUSIIIITECHNIOUES,SEQUENCESIAND PROCEDURES. 511 THE APPROVED SETT OF ORAWINOS AND' SPECIFICATIONS S (HALL BEUKEPT,AT THE( OB SITE AN' loti LIIIBE AVAILABLE' TO THE�,AUTHORIZEO RE RESE1ITATIVES'�OF,THE BUIlG1rING I'tidD SAFETY Ld„„ 1„11,d d1,1., „ I a 1 d ..1 1,1116„ 11 ( I. l IIII �'ROVED,( III;;II,aP 11 D ;lllii II �� EPARIMENT: THERE S BE NO DEV(., I N6FROM THE APPROVED PL NS ANO SPppCIFICATIONS'WITHOUTi AN APP,CHANGE ORDER. II I a ,QI ,,,,dInIII,N ,IIIIIIIIIII n,•' "A`Ia-1"1111'11, ,,111,1, llnxb In1,111�n 1111✓ .0„ulq lllnlndl, ,III nnII lc,l,p• llgll l!I'd111dIlIldpllll l�llllll lllil^" lull 41 II IiI I11p+ _ IIIII1111UIUIIIIllI IIII 1�•' IIIIIIIIUIUIIIIII VERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERWL ulnnlol 8. FREESTANDING CO,,,, T 11 •,v ,. 1 ..,...,1.. ..,-��,,.. I „ , -.p.� u I II 1 I ], I IIII it �I,I, III 7, ALL . EW CONCRETE FOOTINGSIISHALL BEAR OM FIRM NATURAL UNDISTURBED OIL OR CERTIFIED FILL. I I 1 �I 11 I N II II d l II II P 11„ �i,,,,,,1 I,,,If�„ 1111,1„1, ,II, I 1 IIII � dllulllll II II .I ullllllll ,I III I 11111 I IIII 11,1. ,, .,,I,,,.I I1, ...1, ,I„",,' ,1.1, ,I,,,r,�1 I,II„11 •.,..L.,,,,,1 �I,1,,, ��1. 1,111 „11,,,11.,, I,,,l,,, lolly IIIIIVI, ,II Ilulfo, IIIIIII II101 IInI IIIII`<III 11111111 I�IIII II!ollll .Illlllll, IIIIII►0 611 AN ATTACHED COVER MAY IBE SECUREDITO AN EXISTING CONCRETE SLA8'PROVIDED THE SLABIIS ATiLEAST 3 1 INCHESI�'THICK AND ISI IIOCATED IN AREAS WITH A►FROST DEPTH'OF: ZERO AND I I 1111,1 „ , . dal, „..,,,, MAT I1„ , 1 I I1 1 1 1 '1 I I , I � !I I I I u I I ul I I I I I I I I u ,, I I I I I 1 U I I I. I I I� 6 I I I ,1 IM M N I I I A U COLUM , LOAD OF TSO POUNDS. III II III II III I I Ill � I I• III I � II I I I I I I • „ ,.,..,. „, U. . ,III II II III IIIIIII II I V 11.1 II II I III 111 II I VIII I I I II U IIII I I I1 II 11,1 J11111,,,. JI III,II IIIIIIIIIIIIIIIII IIIIILIII IIII IIIIIIIIIIIIII IIIIIIIIIII IV IIIIIIIIIIIII IIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIII LIIIIJ11hIIlU III I� hull l lIU III II 9. 2011POUNDS PER'SOUARE FOOTIL.L. AND GR TER MAY BE►COMMERCIAL(& USED AS►C►RPORTS ONLY WHEN LOCATED IN AREASA FROST DEPTH OF ZERO. IIIIIIIII ILII( IIIIIIIIIII 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 d 1805.3.2. n,liy llJlrpl,•. .p11m1p, ROOF'IPANELS: 1!4 INCH PER FOOT( III .,, IIIIIII VIII IIIIIII IIII (IIIIIII I 111111 II VIII -III 111111 '111'1'11 III. IIII VIII III III IIIIIII IIIdllll 11 II IIII�� I 0101 IIII 11 I UIIIIUI� II161 IIIh1gIl I IlI �Uil 11111111 IIIIIII I, UO 11U IIII, dI IJ,,, III L ,I IIIIOIIIII 101 . 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IIIIIII Illlllh ill, 1,1119 IIL,I 11.11 111111111►111111 IIII l I Il�ll I,I„I 7 COVERS NOTEDIHERg NIAREDESIGNED AS 0 E� STRUCTURES"('AND PI TI' III,Y ENCLOSED' RESPE' I ELY IN'ACCORDANCE W TH C CE/SEI T ''I I II 11 Ilr r I II 1 l I I I [l,,ND I I I I I III I III I I.I I II � I I I I � III I 111 I I IIII U I11.II,I6ILII„II�Illlllll IIIIIIIIIIIIIIIIIIIIIIIIIIpII IIIIIIII11111,Ip11611 Il�ml�uulllllllull IIudIIIIIIILlul11111u1 (IIIIIIIIIIIIIIIII' �II1111111111J!I,IIUL111111 IIIIIIIIIIIII�IIIII!p. 111IIIIIIIII16111111111U.1 ,IIIIIIIIIIIIIII��II!1d II I11111III,lu1 ��IIU�IIIII . 1 II � I F EI HT � IFT��1 V R H„ ,G l (H,, JIO,�IDEDBY THE16C0 IE,,1 PROti6CTlON ORIINIDITH (P. FT)1�9HALLINOTEXCEEDIONE . �� II. 11, 411 11 LE� IIILI,1111a, IIII 1 111111111111!11::• IIII FT. DI (DED BY THE C R PROJECT ON OR W D SHALL NOT BEI SS THAN ,� . 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II 11 IUWCHO CUCAMONOk CA,IBSt) F418t0T ( 1 1,11 11111111/ oENERALNOTES1�111HORL,A 'v .. r... �„ :1111111 PIIi 1 111, 1 ,1 , nl dlllllllllllllllllllllll .,,...,, ND t� �N �• ..4.. IIIIIIIII 1IIIIIIIIIIIIIIIIIIIuII BTBB{ FINE AVE., 9AO,RAAENTO, G,9312E du re,+ejrls� rort,FAx�ai tste,..w,w La,�, 11 1 iII,Il11I a SHEET 1 OF 33 I, ;;,:,.,, 1111 (IIIIIII Ill IIII,, II'' ` IIIIiIIIIII,IIiNllll!IIUIIIpJIi �Illldllil,ll'' � y IPII;Pi1iI!Ililillli`,I Illll�11141!Vli�lll!ill,IVgllh' I I I lu�P'tlpugllll,, Iliglpllly4':;r ,I IoliIi111 "I Ii11111111'' �� I '�'IiIV�'ll I'dl'Igp'� 'I�j�liiiiiililili►ii111llilli�lf b1........ �Ip%jJiIII�IIiIIilllilll�lill� I�ililliViliiilliiiillililill (IIII "i I,II„IIIIIIIQII„ l lj 111111 IVVtldBIIIIIVi�II VII ►j i;1U1119;I� 1 I �I 111111. ,,11>'16g11 �I IlIIU!11!!II II!I! TUI 111!111 l I ll�l'J1111111111111o11d111111111 IhI!'ll°lillllii11i11II�IUlU►1Il' Ol01VIViilllll�Ill IIVIiIVlllll IIIp1�IIIIiilliillllllllllllljlu 11 IuIIIIIIUII°p11111111111;IIiIJllil �'l lll,hi'Iaod dyu�plll;'I'pplul�!IPIII'I'll Ilil,lli !,Iljll III11!11II IIIriIIli6111i11h1 iilliiiliililllllill II ��111111411ugg1!'lI°P9'IyII�NP •)lili 1,11"I, slll�l l �lllllllillillillll!illiilllllll III�TVI l(!IIIIIIRVI!IIIR'91'!I:!O,IPII'II 1 I:r� p.@II!IC!IIpII IiIIII lii!I'',11 'I I!!�IijIi11V1� 11'1 II1,i IIII "''^I'�� � �lilill li I IIIiViill VIIdVLdIIIIIIIf;��,�II�ll�lll I!19!IIIIIiIgiillili000111uiuilll' I �tllglplllpliullpllllllllllll!u!Il', hlll I,IIIIiIlplllllllllp IIII111P I I I ' j111111111d RAFTER SEE TABLE * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1!2' SIDE PLATES. FORS OPEN LATTICE TYPES ANDsvACING � THIS OPEN LATTICE -TYPE STRUCTURE PRDJ. HEDL "�bI-LE� �� A1AY�T BE COVERED. SEE SCIffOIA.E SEE MAXX PRO . MAX. O.N. \\ i5% OF SPAN 0' _ - \ RAFTER. SUE E �� �t AND RPArJNO LENGTH OF STRUCTURE VARIES \'ice ' ®- ^o \ �_< 1 . id, POST WITH SIDE PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES 6 p 7 1? SLAB ATTACHMENT POST WITH BIDE PLATES NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE SEE DETAIL CHANGEABLE WITH ANY OTHER sit 9 t�°W COMPONTENT UNLESS OTHERWISE SHOWN. • w'A' 1A : EACH COMPONENT IS INTER- v MAY BEMUSED WHME NT FOOTING WHERE E WITH ANY OTHER SEE SCHED' FOR NT UNLESS OTHERWISE SHOWN. Et SEE SCHEDULE !!m:OPEN LATTICE -TYPE COVER : THIS OPEN LATTICE- SCALE NTS ' MAY.MBE COVE SEE SCH RWHERE REOUIR£ FOOYM CUBE SUETYPE 'E " ATTACHED SINGLE SPAN LATTICE STRU TYPE "F" ATTACHED MULTISPAN $ TTICESTRUCTURE I * ~ N VC NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX PROD. P.31 MAS PRa. MAY NOT BE COVERED. RAFTER SESEj,TABLE SEE SCH NOTE: THIS OPEN LATTtC SEE BCNEDUIE AND SPACING MAYBE COVE w RAFTER SEE TABLE �$ n MAX K OF t • AND SPACING 25%FOR SIM:! I _ OF SPAN 0. LENGTH OF STRUCTURE VARIES F_x�•kL LENGTH OF STRUCTURE VARIES DRAWN BY: E.N. TOM CAMPBELL ASSRUCTTES, INC. MAY BE USEDNOTE: PA VER SYSTEM G. BY: EACH COMPONENT IS INTER- TTO R I? I COMMERCIAL AND RESIDENTIAL STRUCTURAL EHOINEERINO. OPEN LATTICE CHANGEABLE WITH ANY OTHER sF FOONS SCHEDULE 9LAB Y BE USED COMPONTENT UNLESS OTHERWISE SHOWN.NOTE: RANCHO CIICJUAONOA CA (851) 741.2107 EACH COMPONENT IS INTER- �OPEN VF B2BB ALPME AVE. SACRAMENTO, CA 86628 FAX407-1518 esfr lmmn SHEET 3 OF 33 CHANGEABLE WRM ANY OTHER tHEDULE LATTICE -TYPE COVER FOOTING WHERE REanRED COMPONTENT UNLESS OTHERWISE SHOWN. �FUIRED SCALE NTS SEE SCHED. FOR FOOTING CUBE BIZ _ .FMMREFOOTING BEE 8ClffD. FOR FOOTMO CUBE SIZE TYPE -"G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE 1YPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL ASSRUCTTES, INC. LIVE LOAD PA VER SYSTEM G. BY: UPMO EW 0185 DATE: id01/1012 I COMMERCIAL AND RESIDENTIAL STRUCTURAL EHOINEERINO. OPEN LATTICE 10, 20 670 pet DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CIICJUAONOA CA (851) 741.2107 STRUCTURES MORIZ WIND • 90,1006111 '1(916)462-7021 B2BB ALPME AVE. SACRAMENTO, CA 86628 FAX407-1518 esfr lmmn SHEET 3 OF 33 3 12' SLAB ALTERNATE: I `_� ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMRTED. SEE SCHEDULE MAX HT= 1g NOTE: NO SPLICE AT THIS ' POST ANDA END BAYS.' FOOTING WHERE REWIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INA CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTH TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER .. ,_ i ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SO. POSTS, SUE VARIES ALTERNATE: 312' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x 9' STEEL ROD TYPE "C" FREESTANDING nif PRCUECnON OPTIONAL: CANTILEVER SEE SCHEDULE FOR POSS SPACING SEE DETAIL FOR SPLICE -� * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 12' SIDE PLATES. NOTE. AT THIS OPTIONAL CANT EVER BEAM SOLID PANEL TYPES c MAX. KT.= 1Z ATTACHMENT CHANNEL ANG '�D OFSTRALUMINUM ATTACHMENT CHANNEL ALUMINUM SEE DETAIL S / SEE SCHEDULE SEE DETAILSROOF - SEEFSCHEDULE STRUCTURES TNiFPRa�7" S ROOF PANEL SEE E MIN. 0.25' SLOPE PER FT SPANSySS ALTERNATE: W/ES ngOR SCHEDULE SC 3 12' SLAB m (n COMPONTENT UNLESS OTHERWISE SHOWN. N SPANS "B" ATTACHED MULTISPAN W/CANTILEVER OPTION N6JG37 0. SP TO CONSTRAIN P. OU 0. 'O.H ' NOT TO EXCEED 25% �NGTH 'O.H.' NOT TO EXCEED 25% UMINUM OF SPAN OF SPAN o H , SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE OPTIONAL.• CANTILEVER BEAM NOTE: EACH COMPONENT IS INTER - NOTE: EACH COMPONENT IS INTER- 12 x 9' STEEL ROD SEE SCHEDULE FOR rs s3CHNG * SO. POSTS, SIZE VARIESFACA� fS O POST SPACING tt SO. POSTS, SIZE VARIES ;ANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION �% OF qe.. Rn 3 12' SLAB ALTERNATE: I `_� ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMRTED. SEE SCHEDULE MAX HT= 1g NOTE: NO SPLICE AT THIS ' POST ANDA END BAYS.' FOOTING WHERE REWIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INA CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTH TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER .. ,_ i ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SO. POSTS, SUE VARIES ALTERNATE: 312' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x 9' STEEL ROD TYPE "C" FREESTANDING nif PRCUECnON OPTIONAL: CANTILEVER SEE SCHEDULE FOR POSS SPACING 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE -� ATTACHMENT pppp ALTERNATE: MAY BE USED N SINGLE POST WHERE PERMITTED. 0 SEE SCHEDULE SEE SCHEDULE NOTE. AT THIS OPTIONAL CANT EVER BEAM ON POST c MAX. KT.= 1Z POST ANBAY �ATEND CN TINGWHERE REQUIRED SE SCHEDULE FOR POST SPACIN SQ. POSTS, SIZE VARIESESCFfE / SEE SCHEDULE P� T O•H. STRUCTURES FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- 5% ALTERNATE: CHANGEABLE WITH ANY OTHER 3 12' SLAB m (n COMPONTENT UNLESS OTHERWISE SHOWN. N MAY BE USED "B" ATTACHED MULTISPAN W/CANTILEVER OPTION N6JG37 TOTE 0 SPLICE AT THIS TO CONSTRAIN P. OU NOTE SPLICE A THIS It �NGTH POST D AT END BOYS. UMINUM OF SNUC�Rf F PANEL MIN. 0.25' SLOPE PER FT. o H , 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE -� TOM CAMPBELL 6 ASSOCIATES, INC. OPTIONAL CANT EVER BEAM A O R F Y: POST OPTI NAL: CANT EVER SlEt SCHEDULE W SHED E AG Cps„ SE SCHEDULE FOR POST SPACIN SQ. POSTS, SIZE VARIESESCFfE _S _"�t P� T O•H. STRUCTURES I D HOR2 WIND • O•H. i 5% ALTERNATE: 25%OFsp 3 12' SLAB SINGLE POST SHEET 2 OF 33 MAY BE USED SEE SCHEDULE i^ TOTE 0 SPLICE AT THIS TO CONSTRAIN NOTE SPLICE A THIS )ST D AT END BAYS, FOOTING, SEE POST D AT END BOYS. SCHEDULE FOOTING WHERE REWIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - NOTE: EACH COMPONENT IS INTER- 12 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. ;ANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N.. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD • A O R F Y: DATE:: OtQ012 SCUD PAS 10. DURAL PRODUCTS, INC. IAPMO Efb 0196 SCALE: NONE COMMERCIAL AND RE9IDEMNL STRUCTURAL ENGINEERING STRUCTURES I D HOR2 WIND • IN Q269 ALPINE AVE.. SACRAMEMO, G B5B20 REVISED BY: RANCHO CUCAMONUA DA (951) 741-2107 90.100 a 110 MPH (915).52-7021 FAX4M-1519 UW@O" I.n. SHEET 2 OF 33 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C r' °+ ALUM. ASL r RAFTER OY3OD4+QG OR EQUAL 1k SEE NOTE BELOW r 024 ex :ar ALUM.ALLO 3OD&+M OR EQUAL * SEE NOTE BELOW 2 3 .024' 1 6F.03r—r DiLLUM.=ALLOYRMTERS 3OD44436 OR EQUAL EXP.0 DURALUM PRODUCTS, INC. _ H 9 2"X 6 1/2" RAFTER 18'-2" 18-T Y DBL. 2' x 6 1l2' RAFTER (P8F) (IN) 90 MPH 100 MPH 110 MPH LL.= 'r (IN.) 90 MPH 100 MPH 110 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) EXP. g 1 EXP.0 EXP. B EXP.0 EXP. B EXP.0 10 024 1B, 17-0' 10'-T 10'-9' 9'$' 9'-9' 81-8" 14'$' 14'$" 14'$' 14'-8' 14' 8' 13'-1' 10 024 16, 181•10' 14'-10' 15'-2" 13'-1' 13'49' 12'-2' 19' 8' 19'$' 19 $' 19 $' 19'-8- 24' 9'-10' 8'$' 8'-10' T-9' 8'-1' T-1' 11'-9' 11'-9' 11'-9' 11'-9' 11'-9' 10' 8' 24' 13'•9• 17.2' 17-4' 11'-0' 11'3' 10'-0' 18'-1' 18'-1' 16'-1' 18'•1' 18'-t' 15'-1" .032 18' 18'-0' 14'-1' 14;-4' 17$' 13'-1' 11'$' 18'-6' 1B'$' 18'-6' 18'-6' 18'$' 1T$' .032 16' 22'$' 19'-10' 20'-3' 17'-9' 18'-4' 16'-2" —7 - 28'-0' 26'-0' 26'-0' 26'-0' 26'-0' 24'-T 24' 13'• 1' 11'-T 17'-9' 10`4' 10'$' 9 $' 15'•1' 15'-1" 15'•1' 15'-1' 15'-1' 14 3' 24, 18'x1' 18 -3' 18'-T 14'-T 15-1' 13'3' 27'-T 21'-2' 21'-T 21'-2' 21'-2' 20'-1" 042 i6' 0'-10" 18'$' 18'-9' 18'-T 1T-1" 15'-1' 22'-2' 27-2' n' -T 22'-2• 22'-2• 21'-2" .042 76' 29'$' 28'0' 28'$' 23'-3' 24'-1' 21'-2' 31'-3' 31'-3' 31'3' 31'.3' 31'-3' -1 9'-9' 8'$' 8'-10' T-9' 8'-1' 7'-1' 9 9" 9' 9' 9' 9" 9' 9" 9' 9' 9'$' -1- 2 �� 3" x 8' RAFTER 90 MPH 100 MPH 110 MPH 16" 1T-1' 15'-1' 15'•4' 13'-7' 14'-0' 12'3' 032 24'-1' 21'•2' 21'$' 19'-1' 19'-8' 17'3' 4 DRAWN BY: EN. EXP, B EXP.0 EXP. B EXP.0 EXP. B EXP.0 DURALUM PRODUCTS, INC. 24 18'-2" 18-T 18'-2' 18'-2' 18'-T iT-4 24 25'-T 25'-7' 25'-T 25-r 25'-T 24'•4• 10 .042 16" 20'-8' 18'-2' 26'-10' 28'-10' 18'-9" 26'-10- 16'-7' 25'-1' ZO 024 t6, 12'-0' 12'-0' 10'-T 12'-0" 10'-9' 17-0" w-6- 12'-0' 9'-9' 12'-0' 8'$" 11'-T ZO 024 16, 16'3' 16'-3" 14'-10' 16'-3" 15'-2• 16'3` 13'-4' 16' 3' 13'-9' 17-2' 16'.9' 15'-9' 24' 16'-10" 14'-10' 15'-4' 13'-r W271V22'-0' 22'-0' 22'-0' 20'$' 24' 9'-9' 8'$' 8'-10' T-9' 8'-1' 7'-1' 9 9" 9' 9' 9' 9" 9' 9" 9' 9' 9'$' 24' 13'-4' 12'•2' 17-4' 11'-0' 11'3' 10'-0' 13' 4' 13' 4' 13' 4• 13' 4• 13 4" ZQ .042 16" 22'-2" 20'3' 20'$" 18'-2' 18'-9' 16'-7" 27-2' 22'-2' 27-2' 22'-T 22'-2' 21'$• 032 16, 15'-3' 14'-1' 14'4' 12'-8' 13'-1' 11'$" 15'-3' 15'-3• 15'-3' 15'3' 15'-3' 74'-9' 032 16, 21'$' 19'-10' 20'3' 17'-9' 18'-4' 18'-2" 21'$" 21'-6" 21'-6• 21' 6' 21'$' 20'-9' 24" 78'-2' 16'-7' 16'-10' 14'-10' 15'4' 13'-7' 18'-2" 18'-2' 18'-2• 1 T-7" 24, 14'-1' 11'-T 77'-9' 10'x' 10'$' 9'$' 12'$' 17-0' 17.8' 12'-8' 12'-8' 12'-1' 24, 77'-T 76'3' 16'-r 14'-r 15'-7' 13'-3" 1 T -T 1 T -T 7 r -r 1 T -T 1 T -r . 1 T_W 30 .042 16" 19%4' 19'-4' 19'4' 18'-2' 18'-9" 16'-7' 19'1' 19'7' 191' 19'4' 19'4' 18'-10" 042 16, 18'-4' 1V-4' 1F-4' 16'-7' 1T-1' 15-1' 18' 4" 18'x' 18' 4' 18' 4' 18'x' iT-9" .042 76, 5'-10' 25'-10' 25'-10' 23'-3' 24'-1' 21'-2" 25'-t0' 25'-10' 25-10' 25.10' S'-10' 25'-1' 24' 15'-10' 15'-10' 15'-10' 14'-10' 15.4' 13'-T 10" 15'-10 15'-10' 15'-10 15-10' 15' 8'15'-1' 24, 15'-1" 15'-1" 15'-1' 13'-r 14'-0' 12'3' 75'-1' 15-1' 14'-T 24, 21'•2' 21'-2' 27'-2" 19'-1` 19'$" 1T-3' 21'-2' 21'-2' 21'-2' 21'-2' 21'-T 20'-8' * NOTE: SINGLE RAFTERS SPACED t8' O.C. MAY 32.O.C. WHEN DOUBLED AND SINGLE 24' O.C. MAY BE USED AT 48' O.C. WHEN 0 AL ��v A' ' Y C 24 18' 70'$' 10'-6' 10'-6' 10'-6' 10'$" 10•$" 9'$' 10'$' 9'-9" 10'$' 8'$" 10'-r .024 16, 14'-T 14'-2' 14'•2' 14'-2' 14'•2' 14'-T 13'-4' 14'-2' 13'-9' 14'-2' 12'-r 3'-10" 24' 8'-T 8'-r 8'-r 7'-9' 8'-1' T-1' 8'-7' 8'-7' 8'-r 8'-T 8'-T 8' 4' 24, 11'$' 11'-0' 11'3" 11' 8' 11'-8• 111$' 10' 0' FOOTNOTE: 'SAMPLE' 4 FIGURE INDICATES ATTACHED FIGU FREE PROJECTION O.H. ��-- ICATM 379 NC P 0 1 ,9 - t913'-3' !� 18 ' 12''13'-1' 13'3' 13'3 -0 13'•3' 13'3' 13'-3' —13--3--13-3 1 1'$ ' 13'-0" 30 032 16" $ 18'" 18'$' 18'$" 18' 8' 18'$" 18' 8• 17'-9' 18'$" 1F-4 18'$' 16'•2' 18'3• 24' 10'-10' 10'•10• 10'-10' 10'4' 10'$' 9'$'. 10-10 10-10 0-10 10-10 0'-10" 10'$' 24' 15'-3' 15'3" 15'-3' 14'-T 15'-1' 15'3' 153" 15-3" 15'3• 15'3` 13'-3' 2 16, 18' 16•-1• 16'-1' 18'-1" 18'-1' 16'-1• 15'-1' 16'•1' 18'-1' 16'-1' 16'-1' 16'-1'�12�3.'$' •042 18' 27-T 27-T 22'-T 22'-T 22'-T .T 27-r 27-r -r -r 21'-2' 24' 13'-2' 13'-2" 13'-2' 13'-2' 13'-2' 2' 13'-T 13'-T 13'-T 13'-2' 12'-9' 24' 18'$' 18'•8' 18`•8' 18'$' 18'$' 1T-3' TRIBUTARY WIDTH TABLE --CLEAR SPAN (FT.) O.H. 6 6 _ 7 8 9 10 11 12 13 14 15 1 16 17 16 19 20 21 h 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 TRIBUTTRIBUTARY= ARY WIDTH 1112 SPAN + O.H. 1' f- 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' `` 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' _ 7 7 8 8 9 1 9 10 10 11 11 12 12 13 13 14 4' - 9 9 10 10 11 11 12 12 13 13 14 4 El 15 • ',+ NOTE: TRIBUTARY ON MULTIPLE SPANS EQUAL TO CENTER SPAN TO CENTER IS SPAN 5• _ _ _I _ _ 1 11 11 12 12 1 13 1 13 14 14 15 1 15 1 16 4 DRAWN BY: EN. TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD 10.20630 DURALUM PRODUCTS, INC. IAPMO ERN 0195 DATE t x2012 SCALE' HONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS pd HOR1L WIND • 6269 ALPINE AVE., SACRAMENTO. G 95926 REVISED BY: RANCHO CUGIAIONflI\ G (951) 741-2107 9o, 100 6110 MPH (916) 452.7021 FAX 403-1519 �drwlleam SHEET 7 OF 33 4 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TOM CAMPBELL & ASSOCIATES, INC.LIVE TABLE 1 PAT' COVER SYSTEM MFG. BY: -f-DATE TABLE 2 IMI/M12MINUMUM 7. TABLE 3 t0, 20 t 30 pd 7 (2) 2"x6 Y2" AND 5 7 �mom WALL HANGER, 3"x8" AND HORIZ WINO - 6268 ALPINE AVE., SACRAMENTO, G 96626 1(915)452-7021 EXTRUDED AND 3"x8" WITH 8' 6 RANCHO CualMONOA. G (961) 741.2107 6 Y2" ROLL FORMED HEADERS 9o,100 A 110 MPH FAX 403-1519 aw.�alr.wmmm STEEL HEADERS 9' 7 STEEL INSERT HEADERS 9 NUMBER OF NO. 14 TEK OR SMS SCREWS PER FOOT OF HEADER LENGTH NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF WALL HANGER AND HEADER LENGTH NUMBER OF NO. 14 TEK OR SMS SCREWS PER FOOT OF HEADER LENGTH > 5 > me > 8 10 7 9 3 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH I 110 MPH 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 11 ~ ~ -IQ 12 12' 5 3 3 3 4 4 5 3 4 4 4 4 5 5 2 3 3 3 3 4 2 3 3 4 3 4 5 2 2 2 2 2 3 2 2 2 3 3 3 6 j--3 4 4 4 4 5 3 4 4 5 5 6 6' 2 3 3 4 3 4 3 4 3 4 4 5 6 2 2 2 3 3 3 0 z N w 7' 8- 9. 10' 11' 12' 13' 4 WN aw—m CEILING FAN AND/ OR LIGHT FD(TURE ( MAX 30 Ibs. ) 5 6 TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD= PAT' COVER SYSTEM MFG. BY: -f-DATE IMI/M12MINUMUM 7. 6 t0, 20 t 30 pd 7 IAPMO ER6 0196 5 7 �mom REQUIRED COLUMNS HORIZ WINO - 6268 ALPINE AVE., SACRAMENTO, G 96626 1(915)452-7021 � 8' 6 RANCHO CualMONOA. G (961) 741.2107 8 9o,100 A 110 MPH FAX 403-1519 aw.�alr.wmmm 6 8 9' 7 9 ����©� 7 9 me 10' 8 10 7 9 11' 9 11 8 1 9 -IQ 12 12' 13' FAN BEAM (19'-0' MAX SPAN) i 8 4 5 6 7 5 6 7 8 6 8 8 10 5 6 6 —71 6 7 7 9 7j; 9 10 FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING FAN BEAM r HEADER T=.075' 2 /r TYP. FAN BEAM ALUM. ALLOY 6063-T6 JV2 BEAM 1/2' 4 x 3 1/2' S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER FAN 4#12 CA1- /2' 2 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD= PAT' COVER SYSTEM MFG. BY: -f-DATE IMI/M12MINUMUM t0, 20 t 30 pd OURALUM PRODUCTS, INC. IAPMO ER6 0196 SCALE: NONE �mom REQUIRED COLUMNS HORIZ WINO - 6268 ALPINE AVE., SACRAMENTO, G 96626 1(915)452-7021 � mom ��mem RANCHO CualMONOA. G (961) 741.2107 9o,100 A 110 MPH FAX 403-1519 aw.�alr.wmmm SHEET 6 OF 33 ����©� me ��p- -mw� ��� IK } JV2 BEAM 1/2' 4 x 3 1/2' S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER FAN 4#12 CA1- /2' 2 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD= PAT' COVER SYSTEM MFG. BY: -f-DATE IMI/M12MINUMUM t0, 20 t 30 pd OURALUM PRODUCTS, INC. IAPMO ER6 0196 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING REQUIRED COLUMNS HORIZ WINO - 6268 ALPINE AVE., SACRAMENTO, G 96626 1(915)452-7021 REVISED BY: RANCHO CualMONOA. G (961) 741.2107 9o,100 A 110 MPH FAX 403-1519 aw.�alr.wmmm SHEET 6 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' 3 2 C = 10' MAX. HEIGHT 1 3.00" SQ. 3.00'SQ. T— .o2a• >Y10 SMS 3.00' SGS. 1 o z• ;7� �2a•o.IDEc. J1 O(� 1 EA. S 6.5' 3.O . .14"R 040. ALUM, 032' TYR .048 -STEEL O5/8' PLASTIC PLUG •28' O O 3` SQ. ALUM. POST 3" SQ. ALUM. POST ALLUY ALUM. MAG POST tWITH SIDE PLATES OD 3 ALUM. STEEL POSTS 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ►,ALUM: ALLOY 3004=H36 ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00" OR 6063-T6 2.40" =3'SQ.xt=.188• =3'SQ.xt=.250' =3•SQ.xt=.313' -4'SQxt=-.188' =4•S xt=.250- T- SQUARE STEEL POST ASTM A500 GRADE B (17/16-0 HOLE T- 1.375' FOR 3/8• MB�- 2 FLANGES 2 178' APART 0 0 75" ASTM GRADE 36 STEEL 1.125• 25• _ INSTALL U6• x 1)5* x36 HDG 1 75' 75' BASE FLARES WASHER PLATE AT ANCHORS 157' TO 31WIDE EA. 1.60" n P, SIDE OF FLANGES 1.5090" TYP. POST ONLY USE FOR 3 INSTALL 1• x 1)5"x Ye• MDG 5 �• 1-7/16.0 HOLE WASHER PLATE AT ANCHORSHOLES FOR 110 MPH (i 2- 5118'0 HOLES TYP. EA, SIDE 3' ALUM "T" BRACKET STEEL 'T" BRACKET 5 .Q C *~ No. C37948 „, E. 03/31/15 ALUM.ALLOY 6063-T6 "H" BRACKET (4}SDS 25412 3 1114 SDS, 3 PER SIDE 6-16-1 3” x 8" ALUM. RAFT. BRACKET I 3'x 8" ALUM. HEADER — HEADER BRACKET_�� DRAWN BY: E.N.LIVE DATE. 10,01/20/2 TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN/ LOAD = 10, 20 a 30 pd PATIO COVER SYSTEM. BY: DURALUM PRODUCTS, INC. IAPMO ERN 0196 SCALE: NONE COMMERCIAL AND RESIDENTLIL STRUCTURAL ENOINEERINO POST TYPES ORIZ � ALPINE AVE., SACRAMENTO, G 95628 I REVISED BY: RANCHO CUCAMONGA, G (951) 741-2107 90 100 6 110 MPH (9fe)462.7021 FAx 4031s/9 Wea®durw+noom SHEET B OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 c� tvi 'i .281' Q WALL fO of FASTENERS ALUM.ALLOY SEE TABLE 6063-T6 0605 1.75' O O ROLLFORMED HANGER EXTRUDED HANGER CHANNEL A34 FRAMING ANGLE SEE TABLE FASTENERS, SEE TABLE -1 R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE EA. SIDE OF RAFTER (2 PER RAFTER TO BLK'G) ALUM. PANEL F ER 3x ALUM. RAFTER FASCIA BOARD 4 EXIST. EAVES, RAFTER ALLOWABLE ALLOWABLE PROJ�EXISTING EAVEAV SEE TABLE BELOW OVERHANG (24' MAX.) EXISTING EAVE CONNECTION WALL FASTENERS SEE TABLE PANEL LOCKS OR 08 SMS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT EA. O A7 EA CONTACT AT WOOD STUD AT MASONRY (SOLID -GROUTED AT 2x FASCIA .� Y^—' CONTINUOUS A- RI11L ROOF PANEL (WHERE OCCURS) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 ALUM.ALLOY A B B C D D E E F 6063 -TB 0/4 SMS 0 EA CONTACT 110 WALL CONNECTION O 2.740' 1114 SDS-_ @8'O.C. T=.060' - WALL FASTENERS SEE TABLE SEE PAGE 33 FOR ALUM. LTB Y APPROVED ROOF PANEL I.R. HANGER O 1 EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT WOOD STUD AT MASONRY (SOLID -GROUTED AT 2x FASCIA DESIGN 16' O.C. CELL AT FASTENER) OR CONC. WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D D E E I F A DESCRIPTION OF LAG SCREW SEE NOTE BELOW Ir A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. I B=SOS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' W C=SDS25412 AT EACH STUD, 16' O.C. MAX. ,Ww D=3/8'0 x 4' LAG SCREW AT EACH STUD LLNtL F 'E=3/8'0 x 1 1/8' AT 18' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 0' 'F=3/8'0 x 1 1/8' AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER n v 0 ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C 2"x 4'18' FULL 24" O.C. NOTE: PROVIDE WATER 19'-2' 15'-3' 12'-4" 24' 12'-8• 9'-10' A 2' x 6'26'-0' NOTCHED 24* O.C. TYPICAL BRACKET AT EVERY 2x I 22'-2' 18'-1' 24• 181-8' 14'-9' 2'x6' FULL OR28' 27X8' NOTCHED 24.O.C. DECK/RAFTER SPAN TABLE EAVE LENGTH 0' 28'-0' 24' 18'-8' 22'-9' 27x8' FULL OR 2'x10" NOTCHED 1 24' O.C. 26'-0' -0 26'' 24• 1 28'-0" 1 26'-0' NOTE: (A) MAXIMUM ALLOWABLE DECK I RAFTER SPAN AT 110 MPH, EXPOSURE B IS 10'-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL - 3 psi (MIN) TO 8 psi (MAX) RLL - 20 6 30 psi 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 PSI. 3. ALLOWABLE DECK I RAFTER SPANS ARE BASED ON RLL = 10, 20, 8 30 psi 1 B. Ir- No. C379 �tMP. 0313 1ON L.L.=(2)114 SMS EA SIDE n v 0 1 1/2' ZOAnO#LL. (2#14 SMS EA. SIDE o U -BRACKET PATIO VER F : IAPMO ERt 01BS 3/4' OR 1 112' NOTE: PROVIDE WATER _ PROTECTION METAL FLASHING CAULK JOINT'S AND SLOPE I 2' x 6 112" OR TO ORAIN 5' MIN. 3"X 8' ALUM. �-- RAFTER TYPICAL BRACKET AT EVERY 2x I 8280 ALPINE AVE. SACRAMENTO. CA 28828 FAX403-1519 salaaAdaxAxn.own 3/4' OR 1 12' - - -- - - - - - - - FOR SPAN SEE ALLOWABLE EXISTING WOOD STUD FRAMING DECK/RAFTER SPAN TABLE EAVE LENGTH 'L' W OR ne LEWER 2 EACH 1/4'0 x 3-1? LAG SCREWS LL. -10 pal 2 EACH 7116'0 x 3 -lir LAG SCREWS LL. -20 AND 30 pW RAFTER }#11x1 34' (2' MIN. PENETRATION INTO EXISTING (3) A 4x3 1 rP W.S. PATq C(NER WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE: BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE'SIKA FLEX' OR SIMILAR MAY BE MOUNTED MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTIONS. WALL CONNECTION 030 BRACKET CONNECTION DRAWN BY: E.N. TOM CAMPBELL 3 ASSOCIATES, INC. F1ANOEli CHANNEL LIVE LOAD • PATIO VER F : IAPMO ERt 01BS DATE: 1CM1/1012 COMMERCIAL AND RESIDENTUIL STRIx:TLA7I1 ENOINEERINO AND BRACKET 10, 20 s 30 pa DURALUM PRODUCTS, INC. l(ViB)452-7021 SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (261) 74141 W ATTACHMENTS HORR. WINO 20,120 a I, MPHSHEET 8280 ALPINE AVE. SACRAMENTO. CA 28828 FAX403-1519 salaaAdaxAxn.own 9 OF 33 COLUMN / POST SURFACE MOUNT AND* FOOTING EMBEDMENT DETAILS CUBE SIZE SCL 11'r DEEP ALUM.-rBRACKETUSE Ww,H FOOTING SIZE SINGLE POSTS EMBED. 18• 18• SQ. 1r T BRACKET I POST TYPE B.C,D, OR E 21' SO. STEEL POST ONLY: 23'& 24• CUBED (2}1?0 3-40. POST W/ USE WrtHUSE POST TYPES B Cp .F.G,M.J OR K ' POST TYPE F, G. H, J OR K 3}618.0 BOLTS FOR POST TYPE J (4 f 1 /r0 (2}412 SMS EA 24' 26' SO. 20- 26' 32* SO. 23' 31'-34'CUBED 3'SQ. POST 31DE OF POST OR Y 30. POST ALUM T`BAACKET: USE Han 9vm 28' 35' SQ. 4 35• • 39• CUBED 1/4' M.B. THROUGH �+E�L Tn 1/2 DEPTH OF i 3r (2E1Q 0 BOLTS 16'INSERT POST SEE NOTES BELOW uSE t2),ve WAX FOOTING OR 3a• FOR CONDITIONS ER 4 S x .188' (2}1/4'0 POWERS WEDGE- BOLTS OR FJ2UAL 12• MIN. EMBD. I I 40• 80- SQ. 39' 42' 64• SQ. 41' ASTM A36 BOLTS+, OR EQUAL, EACH 2 W EMBEDMENT OEM 1 ;;. I ;; STEEL BRACKET TO SLAB. FOR KWIK BOLTS) { I J m T.O.C. MINIMUM DISTANCE TO I •'. Q EDGE OF SLAB = 4' OR '' uJSQ.aASE PN TO CRACK = 10• d �' w ASTM A572 STEEL (1 Y MIN. EMBEDMENT) :'•'•' ;• y w a DE TH . (1/210M.B.J i<�t� :•'.•� 3118• SLAB SHALL BE IN POURED CONCRETE LONG. t• i��L� w `- GOOD CONDITION FOOTING SEE NATE FROM END '• • OF POST L, :•' O = 3' SQ. POST (STL.) - - 3 1/2' MIN. SFEEEE SIZE OOOTNo �� SQUARE, SEE FTG. OR FLUTED OR 4• SO. POST (STL.) SCHEDULE QUARE ---J CONCRETE SCHEDULE IN BEAM INSERT IN BEAM SPAN TABLE FOOTING SPAN TABLE PL.5/8'THK. SQUARE POST EMBED; EXISTING SLM 7 3' SO. POSTS TO CONC- FOOnNG 8 9 ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SCL 11'r DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18• 18• SQ. 1r BOLTS 20' 21' SO. 12' 23'& 24• CUBED (2}1?0 3 1/4' 22' 25' SO. 16' 25' - 30' CUBED (4 f 1 /r0 3 114' 24' 26' SO. 20- 26' 32* SO. 23' 31'-34'CUBED (4}51110 4' 28' 35' SQ. 25' 35• • 39• CUBED (4),V4-0 4314• 31r 39• SO. 28' 3r 43' SQ. 30' 40' - 4r CUBED (4},V4.0 4 3/4• 3a• 4r s0. 32' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 38' 51' SQ. 'u' 38' 55' SQ. 3r 40• 80- SQ. 39' 42' 64• SQ. 41' aa• 69' so. 4- 'CUBE FODnNG W/ 4' SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE. UNLESS OTHER WISE NOTED ALTERNATE FREESTANDING FOOTING WELDED STEEL BASE PLATE _. 1 90 MPH NOTES: R BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM WANSERT, MAG BEAM, 4. OR r I�EAMs. ''` : •'! -T 9' SO. x 518' B, C, D, F, G, 6 H FREESTANDING BASE PLATE ANCHOR 2. POST TYPE E 2JSTALL WASHER PLATE. 4'-0" SQ x BASE PLATE ANCHOR BOLTS (SIZE d TYPE) 18" DEEP 18" DEEP 2-xX-x5)j'AT - STEEL T BRACKET. 6-0" SQ x (4} 3/4.0 HILTI KWIK BOLT TZ STAINLESS 18" DEEP 18" DEEP 9'x9'x 5/8' STEEL PER I.C.C. ESRA917 OR EQUAL 3. POST TYPE F QQ NOT IJSE STEEL T BRACKET Wrr I -SEAM. (4 3/4• EMBEDMENT DEPTH) ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C AND RESWENTIAL STRUCTURAL ENGINEERING T-4" SQ x 3'-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP AND EMBEDMENT9o, 4'-0" SQ x 4'-7" SQ x 6-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP /AWAY C37M 03/311, DRAWN BY: EX - TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: UPA40 ER! 0196 DATE: 1=112D12 DATE: AND RESWENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 9d 11OR¢ WIND " DURALUM PRODUCTS. INC. 6289 ALPINE AVE., SACRAMENTO, CA 96828 REVISED RANCHO CUCAMW4OA CA (%1) 7414/07 AND EMBEDMENT9o, 100 a 110 MPH (916)452.7021 FAX 403.1519 UWWunkrm.mm SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP I GUTTER EXT. CLIP 2.00" l I I SPLICE WHERE 1`I�II 1,79• OCCURS 2.5r SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I SEMI TYPES HORQ. MIND + 2.19" T . 2.08. I - --- z.l • �. 'rrP. .038' R.F. GUTTER I--- 2.r — FASCIA -ALUM. ALUM. ALLOY ALLOY 3004-1136 A 6063-T6 6.5" ROLLFORMED 1 4.5" GUTTER X-1 ARE OCCURS 4' 070 `fYP. ALUM. ALLOY 8083-T8 O 4" I -BEAM li 3' FT,6-- _T —� 042' 8' ALUM. ALLOY 3004138 O OR EQUAL 3 x 8 BEAM W/ STL. INSERT 4' SPLICE WHERE SPLICE WHERE OCCURS OCCURS t.5 .075 TYP. _� ALU0663- SLOY ALU 63- CLOY MAG. GUTTER O I MAG BEAM ALUM. ALLOY 8063-T8 O 7" I -BEAM MAX 3' I B" oat' ALUM. ALLOY 300444T5 OR EQUAL 2" [---F B.5• ALLOY 3004+136 OR EQUAL 2 x 6 RAFTER .032" .042" Fi MAX. -' 3" � B . .042" ALUM. ALLOY 3004 -MM _T OR EQUAL OM DBL. 3 x 8 BEAM ON DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT 3.00" SQ. 414"R TYP. .28" ASTM A653 GRADE 40 O3" SQ. STEEL BEAME ��2" e.5 .032' ALUM. ALLOY 3004-H36 OR EQUAL J DBL. 2 x 6.5 BEAM T+1208 14 OA. 7.815'1 , ASTM A553 C4 ADE 50 L L_� .825" -- 2.875" �- 3 x 8 BEAM O STEELINSERT ALUM. ALLOY 3004-1138 OR EQUAL O K 3x8BEAM .375" T + 0.125 6.656ALUM. ALLOY 5083 -TS .375' 7"I-BEAM"C" o SPLICE / INSERT DRAWN BY: E.N.TOM DATE:IOMI/2012 CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD + 10, 20830 pd PA110 COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. IAPMO ERM 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I SEMI TYPES HORQ. MIND + 8289 ALPINE AVE.. SACRAMENTO. CA 95M l(GlS)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (95 1) 741-2107 9o. 1006 110 MPH FAX 403.1510 SHEET 11 OF 33 SIMPLE SPLICE SPLICE DETAILS 11 FULL MOMENT BEAM TO POST DETAILS 12 0T&M�S� II #12 S.M.S. II TYP. THICKNESS =.035 (24 TOT TYP THICK:NEOSS = .035' 8.38' II � II ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 3' TOTAL= (8}1/2'0 BOLTS IrlI 1 1. 1 A.' o -0 0 o CW"HIEMREOCCURS - 4" l 3 .070' o o TYP. ALUM.ALLOY 6063 -TB �6• . -- 4"I -BEAM T-0' MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED SAUCE WN OCCu ALUM.ALLOY 6063-T6 7' I -BEAM MOMENT CSPUCE (2)# 10 S.M.S.® EA VALLEY, TYP. W I -BEAM ALUM ALLOYt7 AS NEEDED TO CLEAR NOTCH I -BEAM FLANGE (6061.78) ALTERNATE SQ. POST,CONNECT WEB STL. C-BEAMJ.TO POST W/ (2) - 5/8' 0 THRU-BOLTS ® 4.143EAM, SO. POST AND (3) - 5/8' 0 THRU BOLTS @ T I, -BEAMS c�3 BEAM TO POST CONN. A� No. C37M PATIO VER M AS MFG. B : 3/3 #12 METAL BACKED, DATE: IM112012 NEOPRENE BEAM @ it D.C.ED TEK SCREWSS ®8' DURALUM PRODUCTS, INC. MAX. STAGGER IN BEAM IAPIAO ER! 01% FLANGE ROOF PANEL SpL D�NLS HORIL W00J (!4� ALPINE AVE. SACRAMENTO, G 85828 'I" BM. OR 4'x3' ALUM. RANCHO CUCAMOfq/l G (%1) 7l1-4107 7'x4' ALUM.'(' BM. AT T I -BEAM: ADD'C' SPLICE X 18' LONG (4)-114'0 M.B. BEAM AT ALL COLUMNS - TO BRACKET (CENTER AT COLUMN). SECURE TO I -BEAM W/ 8414 TEK SCREWS EQUALLY SPACED - 1' FROM ENDS. 2. 318'0 M.B. THRU STL. T BRACKET TO POST. POST. SEE SCHEDULE ALTERNATE BEAM TO POST CONN. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. A 1.111E LOAD � PATIO VER M AS MFG. B : DATE: IM112012 BEAM f0, 20 6 psf DURALUM PRODUCTS, INC. IAPIAO ER! 01% SCALE: NONEREVtSEO COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING SpL D�NLS HORIL W00J (!4� ALPINE AVE. SACRAMENTO, G 85828 8V: RANCHO CUCAMOfq/l G (%1) 7l1-4107 _ 00 1, 00 8 MPH (016)!52-7021 FAX403-1519 �alea�@OunAun.00m SHEET 12 OF 33 Nt 4414 x 12" S.M.S. EACH SIDE OF 3• SO. POST (e -TOTAL) ALTERNATE 1/4'0 SOLT W/ WASHER EA SIDE OF 3' SO. POST 101 O! 1m1/ 7_35.J'SO. POST 4.914 x 192- S.M.S. EACH SIDE OF 3• SO. POST (S-T0TAL1 ALTERNATE t/4'0 LT W/ WASHER EA. SIDE OF 3" SO. POST BEAM TO POST CONNECTION DETAILS " x 8" x.042" BEAM, " SQ. STEEL OR IAG BEAM. Q 90 MPH - USE (4)414 SDS @ EA. SIDE TOP & BOTT. TOT.=16 @100&110 MPH - USE (6)414 SDS @ EA. SIDE TOP & BOTT. TOT.=24 "L" FASTENERS 1'-0' 4 -#14 SDS 2'-0' 6 - #14 SDS 3'-0' 12 - #14 SDS FASTENER SPACING = 3/4' #14 x 12" S.M.S. TOP & BOTT. (2}TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S.@12'O.C. FASCIA 6 1/2'x2'&024 FASTENER TO FASCIA - SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE mc— OPTIONAL LATTICE TUBES 00 a E FASTENER g 0o GROUP 00 ALUM. BRACKET X 2' 1 1' 1 L. 3.00• 3.50. POST OR .24(" GUTTER FASCIA MAG BEAM 3' SO. POST 3"SQ. STL. BEAM I 13 3" X 3" ALUM. OR STEEL POST _LNJ� H - BRACKET TO POST nnr,cn 15 S1,:)NAL FN RAFTER "TAIL" TO GUTTER A�y�tn 3.125" FOR 3 x RAFTER x x RAFTEP No. C37948P" 03131);�' ALUM. ALLOY 3105-H25 1.50" 1.50" .28" 2" L 1 1/2" t = .040" @ 6063-T6 SEAM TO POST 11n• sQ., 2• SO., DURALUM PRODUCTS, INC. 018" U1PM0 ERI 0195 OR 2'x3' LATTICE COMMERCIAL AND RESIDENTIAL STRUCTURAL QKiINEERING I ATTACHMENT P2 #8 x 2 'SMS, 212' @ 3.O.C. MIN. OR 3 12•, TYP. UP TO G.O.C. MAX. " K SREWS 1 1/2" SQ. OR 2" LATTICE TUBE r, REVISED 6Y: RANCHO CICAMONOA. CA (961) 741-2t07 2' MIN.ALUM. ALLOY 3105-H25RAFTER FAX 403.1519 sudvxMxn.com SHEET 13 OF 33 c:28"2".iso.01 7-i "OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM 1 - 17 `, 18 2"x3" LATTICE TUBE LATTICE TUBE TO RAFTER "U" BRACKET - RAFTER TO BEAM DRAWN By. E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATI R SYSTEM MFG. BY: DATE: 1=112M SEAM TO POST f 0, 20 6 30 pd DURALUM PRODUCTS, INC. U1PM0 ERI 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL QKiINEERING I ATTACHMENT HORIZ WIND - 8MALPINE AVE, SACRAMENT CA 95626 1(916)452-7021 REVISED 6Y: RANCHO CICAMONOA. CA (961) 741-2t07 90.100 A 110 MPH FAX 403.1519 sudvxMxn.com SHEET 13 OF 33