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13-1159 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001159 Property Address: 52540 AVENIDA JUAREZ APN: 773-281-003-21 -000000- Application description: PATIO COVER - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 3059 Applicant: �LTIl�I}ts'ies,R- Architect or Engineer: 4 C BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professi I ode, and my License is in full force and effect. �[ License Cla 333 C51 Li nse No.: 855623 /\ Date: / Contractor: 0 `-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt -from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he of she did not build or improve for the purpose of sale.). (_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: RON STOCKDALE 52540 AVENIDA JUAREZ LA QUINTA, CA 92253 ( Contractor: GOLD STAR CSTM PTG LQ PATI 42335 WASHINGTON ST #F363 PALM DESERT, CA 92211 (760)574-1043 Lic. No.: 855623 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: V 2013 CITYop:�ut�f�,� F1NAnrr-= r,r 9/17/13 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier PREFERRED EMPLR Policy Number WKN1438263 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section ,/700 00of the Labor Codeshall fo 1 with those provisions. ate: /Applicant: /�I WARN G: URE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. 'Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that 1 have read this application and state that the above information is correct. I agree to comply with all cityand co my ordinances and state laws relating to building coyy��struction, and hereby authorize representatives ��//of this cou ty/yn� (enter upon the above-mentioned property for '(tspection purposes. Date: V Signature (Applicant or Agent): LQPERMIT H � j Application Number . . . . . 13-00001159 Permit . . . PATIO COVER 2013 \ Additional desc .. Permit Fee . . . . 95.81 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 3059 Expiration Date 3/16/14- Qty Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD ---------------------------------------------------------------------------- 95.81 Special Notes and Comments 230SF TRELLIS PATIO COVER AT,REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE .ELECTRICAL INSTALLATIONS. 2010 CALIFORNIA BUILDING CODES. September 17, 2013 3:07:42 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 94.38 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 95.81 .00 .00 95.81 Plan Check Total .00 .00 .00 .00 Other Fee Total 95.88 .00 .00 95.88 Grand Total -191.69 - .00 .00 191.69 LQPERMIT H � j 0 City * of La .Quin :But7dbtg ar Saky Duron SFp P.O Box f 504,76-495 Cage Tampko l�' 4-Qldnra, CA 92233-:(760) 777-7012 COVII, pF Build(ig P�ermit AAPlication"and Tracidng " Q Pem>tc # ProjectAdaten owners Name:. cfpvI pM N) A. P. Number. Aldi s Legal DesaiPt;°n ZeS ° City, ST, Zip: Contractor n� 11 Telephone• Address: j Qts %Description: City. sT, zip= P01m9 22 / Telephonc •%40 E%K/ to/ _ State urr 9: �' Lir 6, J(�? Arch., EW, Designer Address: City, ST, Zip: Telephone: State Lu Construction Type: , Oocupanry Project type (code one): New Add'a Alter Repair Demo _ Name of Contact Person: Sq. FL: 3O & Stories: Unity Telephone # of Coma Peason: Estimated Value of Project a �9ep !f Submittal Req'd Plan Sets APPLICANT: DO NOT wRRE BELoW Tms UNE lReed TRACIMG PERMIT FEES PIan Check submitted Item Amount SOrtaduiai Calm Reviewed, ready for corrections Plan Check Deposit. . Ttuls Cam. Called Contact Person Plan Cheek Balance _ Tide 24 Calcs. Pians pidtcd up Construction Flood plaits pian Pians ttsubmitted.. Mechanical GMIng plan r! Re dew, ready for eorrecfcotWissue " Electrical Subcoatactor I&t Called Contact Person Plumbing " Grant Deed Plans picked up S,NI,I. HOA. Approval Plans resubmitted Grading *HOUSE,rsadp for oorrccd Developer Imoet Fee. Phttttthrg Approval Caw Contact Person Q �7 A.I.P.P. Pub. 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II IIJIIII lllu IIIIIIVIIIIIIIII 111111111 TION THAT MAY 8ER EQUIRED BY THE LOCAL AUTHORfiY Npl(17 IIIIII 1111111111111111IOluiilllilllllll0lllliuOUlllllllu IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII oIV0lullllllllllllllllllllllllllllll IIIIII IIIIIIIII t020a pp I I DPA URAL MIYEPRODUII.j,E. I MFG BY:1I IIIIIIIII 111 1P IIII,( IuI�¢ mno IIIIIIIIIII 8209 ALPINE AVE � I�IJIII IIIIIIIIIUII i. e0.t00a11OMPH 1916)4077621 FAX403-1519 so SHEET T-1 I I i I I ! I 11 I ! al I I I I III I I I I. 1j1111 III' III I IIII (III I,I I I 11111, !I I I IU IIIIII D III III II III IUIIII I I► I IUi ul► ! II IIII ((IIID I II I IID 111110 IIII II (IIID III IIII IIIIIUI UI UI IIIIIII III IIIUI !VIII (IIII 11 111111! I IU IIII UIIII IID IIII IIIIIIIII I, IIIA I�!UI i III IIIIII II !� 1411 III III 91UII D I I;II IIIIIII II II 11 II DII III I II .IID I I JI III I hl IID I I II I I I I I I I I 11r 1 III I II I I II I II I I I I1 Ir I I I JI I I I I I I I I I II II I I I I �I .. 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DESIGN LOADS COMB NA O S ARE IN ACCORD TH IBC SECTIONS 605101111, 1805:3'!2V1 I:pl q' gU;ugl r III III II (IIIIIIIIII 11 ,1,,111 I I 1, IIIIII Ill rlll, V , Ilii ,rr, ,il l IIII 11 II111111111 I dll llllu.l411 1, IF r,IILIIIIIIIul111uuIIIII1111J ,lllllllilllllllllllldllll 1111,,, I I,INI IIL.I II Vu111 i0 , L,! 1 NI11111 I Illi � .1.1 IIUIIIIIIIIIIIIIIIIIU L.IJ lu UIIliillllllllllllllll Illi IIIII111r,1,1.1111 IIIIIIIIIIIIIIIIIIIIIII IIIII1611161611II1111IIIII IIIIIUIIIIIIIIUIIIIIiI GN CONBIDERATI Ih IIIIII,, ... 1 I II � IIII I I �I I'1111A1 ! III rr,lli,irli 11.11111 IV ar,{„ I!�,.,.I'lli illi I ..IIIIIIIIIIII IIIA, IIII LLIIIIIIIIIIIIIIIILIIIIIIIII I I IIII VIII III !I6111I. III IIIIIII I I I I,I I. I I I IU. 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RIDG1W p ES nW M ,.MtS ASIDEFINED INIASC 8E!1117, SECTiIDNl1,8.5.7.0�.11) IIIIIIIIIIIIIIII C,11.Ll IILIIII -„11( QIDhI IIIIIIIIIIIIIIII II II 11Il1IIr,I,1,161,1 Dlliil IIIIIIIIIIIIIIII ME FREESTANDING A t� A ACHED COVERS OTED HEREIN ARE DESIGN 'OPEN STRUCTURES D'PARTIAL@Y ENCLOSEUI SPECTIVELY IN ACC CE WITHII nl�, ASCE/SEI7, Ill (IIII IIIIILIru IIIIII I, .411. „ II. I! V II. 11 SECTION 6.5:13. IIII 1111111 III UII Illll II ,, (IIII 111.1 r l :.I til 11 I, 1 III L� U11 IIII IVIIIIIIIII Ouum111, IIIIII IUIIIIII,11uu II 11 � 111 LII( Iu 1,.1.1 Ilii" I II (III IIII iI. 11(II IIIII►IIIIuIUlllll 111ll ,,lllil,.11 IIIIIIIII I��IuII 614I,16II•Ii�I11141 III IIIIIIuuIlII 11111.111111111111111111111 �I hill IVINII I (IIIIIIIIIp uilVd1 I (IIIIIIIII E RATIlO (HlP), COVE III II II uM ROOFIIHEIGHT (H �Tr 11D� DEO BYIITHEI(COVpppp UI N OR WIDT}i (P,� ;I 6HALL NOT E)(CEED O �! II IIIIIIIIIIIU' I (IIII. 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D I I- 0101 - -... _-n,--1-------0_-,.1..._. ., 11; ..,lnnull,,,,. 10, m s 3o psR DURALUM PRODUCTS, NC. �AiL AND RESIDENTIAL STRUCTURAL ENGINEEAINO GENERAL NOTES Hof VANo BY88-AU'INE AVE. SACRAMENTO, G WRE RANCHO CUCAMONGA. G (851)711.2107 m I n In uou �.....� ...,. _��_.� OF 33 .,- I I I I 1 I 1I I I Ir I I I I III III 1 ll,r I Ir I I II II I II I IIII I 11 I I Il I I II III IIIIII 1111 1 JI III (IIII I IIII 111 IIII II 9 (III 1II III -III I III I III 11 (IIII , I I III I I I I 166 I I I I II III I I I I I III I I I I I II I, 1 III I,Ill6 IIII II (III I II I IIII I I lul II III I IIIIII II II III IIIIIII II II II II. II I I III '„ LII r I IIID 1, I III I ,,. Ilio Illllllll ILII I IIIDIII IIl I IIIIIIIII uI 11111111 ,Ilii) IIIIIDI I (IIIIIII IIII IIIIIIIIIIII IIIIIIIII o I. ILJII I I I (IIIIIII I I IIIIIII, II , 11111111 L 6111111 I Illhll , , I �I11UII I DDIII l!, .,II111411 oil h ..,1111 IIIIII III1J11,, _-Irlllhllll of I,. ,1,1111DI 1111,, .,rrlllll!11 IIII � ,rl,l,llllll 111111,. ,,,1,I11111111 IIII � ,,.11(hill IIIIIII, 1,1I116111I1 .III Ir 1111,hhil 1111111111..,,1111111111111 III ti .,r,., IIII (IIIIIII,,_ .,11,IIh11111 Illi h ..,111 IIIIII �III6�1- .�,rlII111161 d0 1 ,01111�1I1 lullllll. Ippji{'{lliili(ili'ii6iliiIIIID!1II 4iiillllllglg! �uilllllll�lll °I�IU!IUIIIII!!IIuIu1hN,'I IIIIIIII�II� I;;��;'ll!;U IIIIIIIIIIII161III1011111'u IUlii!Illiillllji�IllliiDllllllill 'IVIII16UI!IIUhI�1' ,. I,IIIIop11IUIIII�I 111ouhhi61i61111111�!!!111!IUI!III RAFTER, SEE TABLE FOR SIff AND SPACING MAX SEE SCHPEDUROD. LE MAX. O.H. 0. 73% OF SPAN N LENGTH OF STRUCTURE VARIES *SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X6 1/2' SIDE PLATES. OPEN LATTICETYPES:�j BM: THIS OPEN LATTICE -TWE STRUCTURE SEEMAX. gGEDULE MAYMBE COVERED. RAFT FOR SIZE LE 00" \ 1 A10 SPACING `\ 6%O 6P T� O ' i POST WITH SIDE PUTE9 SEE DETAIL LENGTH OF STRUCTURE VARIES 0 1? SLAB ATTACHMENT H POST WJTM SIDE RATES MAY BE USED WHERE NOTE: EACH COMPONENT IS INTER- T SEE f>ETAII CHANGEABLE WITH ANY OTHER y� rzpl COMPONTENT UNLESS OTHERWISE SHOWN. TOM CAMPBELL d ASSOCIATES, INC, OPEN LATTICE -TYPE COVER FOO'. SEE! SCALE: NTS Nom: THIS OPEN MAYMLS TYPE "E" ATTACHED SINGLE SPAN LATTICE S COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERINGEVISED OPEN LATTICE RAFTER SEE TABLE MAIC PROD. FOR SEE SCM �E: THIS OF AND �» MAYZ O . "Qct _ 23% OF SPAN - LENGTH OF STRUCTURE VARIES S ] 1? SLAB ATTACHMENT s ,'A, rl AL : EACH COMPONENT IS INTER- MAY BE ABED WHERE FABLE WRH ANY OTHER PIER NT UNLESS OTHERWISE SHOWN. Fr SEE SCHEDULE FOOTMXi WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE :U TYPE "F" ATTACHED MU.LTISPAN'LATTICE STRUCTURE r N C379431 NOTE: THIS OPEN LATTTCE-TYPE sTRucrTJRE - �q Jq� MAY NOT BE COVERED.UCTURE SEE SCHEDULE EXP. N LENGTH OF STRUCTURE VARIES "I J1 2 1? SLAB I VF..RERE POST DET MAY BE USED NOTE: EACH COMPONENT IS INTER- To CONSTRAIN CHANGEABLE WITH ANY OTHER r SCHEDULE WAY 31 BE D COMPONTENT UNLESS OTHERWISE SHOWN. �c NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN FGOTRNi. BEE CHANGEABLE WITH ANY OTHER r + Sa1EDUle OPEN LATTICE -TYPE COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. QUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE Siff SEE SCARED. FOR FOOTING CUBE Siff TYPE "G" FREESTANDING SINGLE. SPAN LATTICE STRUCTURE tYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE ev: EN. TOM CAMPBELL d ASSOCIATES, INC, IIVE LOAD'PA Y. Y M G.BY:1 ERS 0186 [1:ATTE100112012 COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERINGEVISED OPEN LATTICE 10. 20 & 70 pd OURALUM PRODUCTS, INC.IAPMO 1(916)462-TMI CALE: NONE . STRUCTURES 110 � ALPINE AVE. SACRAMENTO, rG. a BY: RANCHO CUCAAIOWK CA (861) 7414107 90,100 a MPH FAX 403.1519 @&I& LrdulLowR SHEET 3 OF 33 *SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING Y X O 1/2' SIDE PLATES. SOLID PANEL TYPES ATTACHMENT CHANNEL ANG ATTACHMENT CHANNEL ALUMINUM SEE DETAIL "ANO Sly OFS1IQU ALUMINUM SEE DETAILS ROOF PANEL re ROOF PANEL SEE FOR HSPANS AFP OJFCn SS AFS SEE SOCHSEDULS MIN. 0.25' SLOPE PER FT. 'O.H.' NOT TO EXCEED 25% O O. N . H.' NOT TO EXCEED 25% O -- OF SPAN j� SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER BEAM F +F CHE SO. POSTS, SIZE VARIES SFF SCHFpU SE ST SWC OR SI +t SO. POSTS, SIZE VARIES 3 12' SLAB ALTERNATE: I `� ATTACHMENT SINGLE POST MAY M USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.- 17 NOTE: NO SPLICE AT THIS POST ANDA END BAYS.' FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS II CHANGEABLE WITH ANY OTHE COMPONTENT UNLESS OTHEF TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE — SO. POSTS, SIZE VARIES ALTERNATE: 3 12' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHEREREQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE niF pI. RCU s Ecrqp OPTIONAL: CANTILEVER SEE SCHEDULE FOR PM SPACING 11 3 12' SLAB ALTERNATE: _ OPTIONAL: CANTIL EVER BEAM SINGLE POST A O R S : SEEFG MAY BEATTACMENT USED SEE SCHEDULE SFFSCFm POST SPACINSCHEDULE WHERE PERMIT ED. I 20 a 30 pd N. EDULE NOTE. O SPLICE AT THIS 75% T = 17 POST MID AT END BAY 900 0 MORIL WIND FH A 110 WHERE REQUIRED SINGLE POST SEE SCHEDULE SEE SCHEDULE SPLICE AT THIS OOTING CUBE SIZE ftTING NOTE: EACH COMPONENT IS INTER -CHANGEABLE AT END BAYS. FOOTING, SEE WITH ANY OTHER SCHEDULE COMPONTENT UNLESS OTHERWISE SHOWN. "B" ATTACHED MULTISPAN W/CANTILEVER OPTION C3 SEE SCHEDULE FOR FOOTING CUBE SIZE EXP.is ANG OFS��Rf S F PANNEL MIN. 0.25' SLOPE PER FT. O, FS FOR SPANS O. 'O.H ' NOT TO EXCEED 25% OF SPAN 11 SEE DETAIL FOR SPLICE _ OPTIONAL: CANTIL EVER BEAM LIVE LOAD . A O R S : SEEFG SO. POSTS, SIZE VARIES SFFSCFm POST SPACINSCHEDULE SOLID I 20 a 30 pd N. 75% RANCHO CUCAMONGA. CA (%1) 741.2107 ALTERNATE: 900 0 MORIL WIND FH A 110 3 12' SLAB SINGLE POST MAY BE USED SEE SCHEDULE SPLICE AT THIS TO CONSTRAIN AT END BAYS. FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION SEE SCHEDULE FOR P T SPACING O•N. ?5% SP� NOTE SPLICE AT THIS POST D AT END BOYS. NOTE: EACH COMPONENT IS INTER- 1ir2x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN SY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD . A O R S : AAPMO ERY 0196 �� r ONE012 SCAREVISED COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID I 20 a 30 pd DURALUM PRODUCTS, INC. BY., RANCHO CUCAMONGA. CA (%1) 741.2107 _ 900 0 MORIL WIND FH A 110 6�9ALN-NE AVE.. SACRAMENTO. G 96626 (916)161-7011 FAX 403.1519 al�dvMm.aom SHEET 2 OF 33 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C r' r 2 a• 13'•2" 13'-2' _ 2" X 6 1/2" RAFTER 12'-9' = Y °� DBL. 2"x 6 1/2' RAFTER (P9F) (IN) 90 MPH 100 MPH 110 MPH LL.= (PSF) T (IN.) 90 MPH 100 MPH 110 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. 8 EXP.0 EXP, B 1 EXP.0 EXP. B EXP.0 EXP. Ell EXP.0 O.H. 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12'-0' 10'-7- 10'-9' 9'-6' 9'-9' 8' 8' 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4, _ _ _ 9 910 10 11 1 11 12 12 13 113 14 14 15 _ _I 11 11 1 12 1 12 1 13 13 14 1 14 1 15 1 15 1 16 16'-10' 14'-10' 15'-Y 13'-4' 13'-9' 12'-2" e a .03 M4• 16' 14' 8" 14'$• 14' 6' 14'-0' 14' 8' 13'-1' 16' 19' 8' 19'•8' 19-8' 19 8' 19 8' 18 �' 6.5' :o4r .oma .024 .024 6.5' .ar 9'-10' 8'-8' 8'-10' T-9' 8'-1' r-1' 13'-9' 17-2' 17-4' 11'-0" 11'3' 10'-0' 24' 11'-9' 11'-9" 111•91 101-8' 24' 16,•1• 16'-1• 16,_1• 18'-1' 16,_1• 15,•1, 18'-0' 14'-1' r102113'-1" 11'-8' 22'-6' 19'-10" 20'-3" 17'-9' 18'-4' 16'-Y r x r RAFTER r x 6 yr RAFTER DBL. r . e +T RAFTERS 7 6" 18' 6' 18' 6'' 18'$' 1 r-6" 16' 28'-0' 26'-0' 26'-0• 26'-0' 26'-0" 24'-r ALUM. ALLOY 30ou+a6 ALUM. ALLOY wo4ro6 ALUM. Aum 3OW-MM 10 .032 10 .032 OR EQUAL OR EQUAL OR EQUAL 24, 13'-1' 11'-r 1D'-0' 9'$' 24, 16'x' 18'-3' 16'-% 14'-% 1$'-1" 13'3" SEE NOTE BELOW *SEE NOTE BELOW 15,_1• 15,_1•1• 15_114'-3• 2i'-2"21,-2• 21,_2• 21,_2' 21••2• 20•_1• 0'-10' 18'-6' 1 T-1' 15'-1' 29'-6' 26'-0" 26'-6' 23'-3' 24'-1' 21'-Y3" x 8' RAFTER 04218' 22'-Y 27-Y 27-2 27-2' 22'-2' 21'-Y 042 16' 31'3' 31'-3' 31'3' 31'-3' 31'-3' 1 T `�JT-0' MPH 100 MPH 110 MPH 24, 17'-1' 15'-1" 15'.4" 13'-7' 14'-0• 12'-3' 24, 24'-1• 21'•2" 21'-8' 19'-1' 19'-0" 1T3' CL (IN.) EXP.0 EXP. B EXP.0 EXP. B EXP.0 18'-Y 18'-Y 18'-2" 18'-2' 1 2- 1r-4' 25'-r 25'-7' 25'-r 2S -r 2S-7• 24 4' 16" 20'-3" 20'-0' 18'-2' 18'•9' 16'-7' 18, 12'-0' 10'•7' 10'-9' 9-6' 9'-9" 8'-0' 16, 16'3• 14'-10' 15'•2' 13'-4' 13'-9' 17-Y 28'-10 26'-10' 26'-10' 28-10' 25'-1' 12'-0' 12'-0' 17-0" 12'-0' 12'-0' 11'-r 18'-3' 18'-3' 16'.9' 18'3' 183' 15'-9' 10 042 18'-9" 16'-7• 18'-10• 14'-10' 15'4' 13'-7' 024 9'-9' 8' 8' 8'-10' r-9' 8'-1' 7'-1' 024 13' 4' 12'•2' 17�' 11'-0' 11'-3' 10'-0' 24' -0' 20'-0" 24" 9 9' 9' 9' 9-9' 9'-9" 9'-9' 9' 6' 24' 13'-4" 13' 4' 13' 4' 13'-4' 13'4" 17-1 L24' 22'- ' 20'-3' 20'-8' 18'-2• 18'-9" 16'-7' i6, 15'3• 14'-1' 14'x' 12'-8' 13'-1' 11'-0' 18, 21' 8' 19'-10• 20'-3" 17'-9' 18'-4' 18'-2" 27-2' 22'-2' 22' -2"r -27-Y 22'-Y 21'-0' 15'•3' 15'-3' 15'•3' 15' 3' 15'-3' 14'-9' 21' 6" 21' 8' 21' 6' 21'-6" 21'-6' 20'•9' 20 .042 18'-2' 16'-7' 16'-10' 14'-10' 15'-4' 13'-7" 20 .032 24" 14'-1" 11'-r 11'-9' 10'-4' 10'-8'9'-8' 20 .032 24' 1T -r 16'3' 16'-r 14'-r 15'-1' 13'-3" 18'-2"12'-8• 17-0' 12' 8' 12' 8' 12'-0' 12'-1 • 1 r -r 17'-7' 1Tr 1 T -r 1 r-7" 1 r-0' 191-4' 191-4" 191-4• 18'-2' 18'-9' 16'-r 18, 18' 4' 18'-4" 18'4' 16'-7' it -1' 15'-1' 16, 5'-10" 25'-10' 25'-10' 23'-3' 24'-1' 21'-Y 19 4' 19' 4' 19<4' 19' 4' 19 4' 18'-10' 18'x' 18' 4' 18' 4" 18' 4' 18'x' 1T-9' 25'-10' 25'-10' 25-10" 25'-10' 25'-10' 25'-1' 30 •�2 15'•10' 15'-10' 15'-10' 14'-10" 15'-4' 13'-r F042 15'-1" 15'-1' 15'-1' 13'-r 14'-0" 12'-3' 042 21'-2' 21'-2' 21'-2' 19'-1' 19' 8' tr-3' 24' 15'-10' 15'-10 15'-10' 15'-10 15'-10' 15' 8' 24' 15'-1' 15'-1' 15'-1' 15'-1' 15-1' 14'-r 24' 21'-2' 21'-2' 21'-2' 21'-2• 21'-2' 20' 8' 10'-0" 10'-6' 10'•6• 9'-6' 9'-9' 8'3" 14'-2' 14'-2' 14'-Y 13'-4• 13'-9" 12'-Y * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY AL 24 18" 10 8• 10' 8' 10' 8' 10'-0' 10' 8' 1a -Y 024 16' 14'-2' 14'-Y 14'-Y 14'-2' 14'-2" 3'-10' 3Y O.C. WHEN DOUBLED AND SINGLE n� 24' O.C. MAY BE USED AT 48' O.C. WHEN D �1v`Y C 24• 8'-r 8'-r 8'-r 7'-9' 8'-1" T-1' 24, 11'-0" 11' 8' 11'-8• 11'-0' 11'3' 10'-0' 8'-7' 8'-7' 8'-r 8'-r 8'-r 8'-4' 11'-0' 11'-0" 11'-8' 11'-8' 11'-8"11'-4' FOOTNOTE: 'SAMPLE' 13'-3' 13'3' 13'3' 12'-8* 13'-1' 11' 6' 18'-8' 18'-0' 18'-8* 17'-9' 18'x' 18'-Y 16" 18'-8' 18'-8' 18'-8- 181-8• 18'3' FIGURE INDICATES }}-- ATTACHED FIGU ICAT�p 379 24' 101-10' 10'-10' 10'-10' 10 4' 10 8' g' 6• . 30 .032 24• 15'-3' 15'3' 15'-3' 14'-r 15'-1" 13'3 FREE NCP 01 10-10' 10'-10' 0-10' 0-10' 0'-10' 10 8' 153' 15'3' 15-3' 15'3' 15'3" 1S-0' 16'-1• 16'-1" 16'-1' 16'-1' 16'-1' 15'-1' 27.7' 27-r 22'-r 22'-r 22'-r 21'-2" PROJECTION ,9 2 16' 16'-1' 18'-1' 16'-1' 16'-1' 16'-1' 15'-8' .042 18' •r 27-r 27-7" '-r -r -0" O.H. SPAN Ci 24, 13'-2" 13'-2' 13'-2' 13'-2' 13'•2" 12'3' 24, 18'-6' 18'-6• 18'-6' 16' 8' 18'•6' 1 T-3' ~ h TRIBUTARY TRIBUTARY - WIDTH 1 12 SPAN 4 B.H. i •+ NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: EN.TOM CAMPBELL 8 ASSOCIATES, INC. 13'•2' 13'•2" 13'-2' 13'-2' 13'-2' 12'-9' V1 PM0 ER! 01BS DATE 1aW12012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERIHO I 18' 8' 18'-0' 18'-0' 18'-8' 18'-8' 1f TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 8 7 7 8 8 9 9 10 10 11 11 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4, _ _ _ 9 910 10 11 1 11 12 12 13 113 14 14 15 _ _I 11 11 1 12 1 12 1 13 13 14 1 14 1 15 1 15 1 16 DRAWN BY: EN.TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD 10.20 a 30 DURALUM PRODUCTS, INC. V1 PM0 ER! 01BS DATE 1aW12012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERIHO I RAFTER SPANS od HORIZ WIND - 6260 ALPINE AVE., SACRAMENTO. CA 05626 REVISED BY: RANCHO CUCAMONOIL CA (051) 741-2101 90, 100 6 110 MPH (016) 462.7021 FAX 4031610 WnGdm*jrrL ownI SHEET 7 OF 33 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FnR oTTnr-N;=n ern l:L?r=GCTAMr)lAi(_ enl In I %n%/1= Q FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING FAN BEAM FAN BEAM (19'-0' MAX SPAN) r 3 HEADER i[OR EILING FAN AND/ T=.075' 2 /2' N LIGHT FIXTURE TYP. ( MAX. 30 lbs. ) FAN BEAM ALUM. ALLOY 6063-T6 DRAWN Br: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. I At3Lt 7 LNE LOAD • PATI COVER SYS M MFG. BY: V.PMO ERI 0195 DATE: 10Otl2012 EXTRUDED AND 3"x8" WITH 10, 20 A 30 pd DURALUM PRODUCTS, INC. 1(918)462-YMI TABLE 2 STEEL INSERT HEADERS RANCHO CUCAMONGA. CA (061) 7414107 REOUIRED COLUMNS NUMBER OF NO.14 TEK OR SMS SCREWS �e (2) 2"x6 y" AND PER FOOT OF HEADER LENGTH L90 MPH 100 MPH WALL HANGER, 3"x8" AND EXP. B EXP. C 6 %2" ROLL FORMED HEADERS EXP. C 5' 2 STEEL HEADERS 3 2 2 NUMBER OF NO. 14 TEK OR SMS SCREWS} 3 3 6' 2 NUMBER 2 3 OF NO. 14 TEK OR SMS SCREWS 2 3 5o 3 PER FOOT OF HEADER LENGTH 7' 3 � o PER FOOT OF WALL HANGER AND HEADER LENGTH 4 8• 2 3 90 MPH 100 MPH 110 MPH 34 90 MPH 100 MPH 110 MPH 3 4 EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 33 EXP. B EXP. C EXP. 8 EXP. C EXP. B EXP. C 5 3 3 3 4 4 5 5 2 3 3 3 3 4 3 3 4 4 3 4 4 -:!--4--:---4 5 4 5 5 2 11' 3 3 4 4 4 3 4 6 3 4 4 4 4 5 6 2 3 3 4 3 4 -4- 5 6 3 4 4 5 5 4 5 6 3-77 12' 3 4 5 4 3 4 5 4 13'3 5 7' 3 4 4 5 5 6 7 3 3 3 4 4 5 6 4 5 5 6 6 7 3 4 4 5 5 6 8• 4 5 5 6 5 7 8. 3 4 4 5 4 6 4 6 5 7 6 8 4 5 4 6 6 7 9• 4 5 5 6 6 8 9• 3 4 4 5 5 6 5 6 6 8 7 9 4 5 5 6 6 7 10 5 6 6 7 7 94 10, 5 5 6 5 7 5 7 7 8 8 10 4 6 5 7 6 8 11 5 6 6 8 7 9 11. 4 5 5 6 6 8 6 8 7 9 9 11 5 6 6 7 7 9 12 5 7 7 8 8 1 12 , 4 6 5 7 6 8 6 8 8 10 9 12 5 7 6 8 8 10 13' 6 7 7 9 1 S 6 6- 7 7 9 7 4 R 1� to �z 13' a e c �e FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING FAN BEAM FAN BEAM (19'-0' MAX SPAN) r 3 HEADER i[OR EILING FAN AND/ T=.075' 2 /2' N LIGHT FIXTURE TYP. ( MAX. 30 lbs. ) FAN BEAM ALUM. ALLOY 6063-T6 FAN BEAM 2 1/2• #14 x 3 1/2' S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER 1 ••L��1� 03/31 FAN bj 2 n• #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL DRAWN Br: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. TABLE 3 LNE LOAD • PATI COVER SYS M MFG. BY: V.PMO ERI 0195 DATE: 10Otl2012 EXTRUDED AND 3"x8" WITH 10, 20 A 30 pd DURALUM PRODUCTS, INC. 1(918)462-YMI STEEL INSERT HEADERS RANCHO CUCAMONGA. CA (061) 7414107 REOUIRED COLUMNS NUMBER OF NO.14 TEK OR SMS SCREWS �e PER FOOT OF HEADER LENGTH L90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B' EXP. C 5' 2 2 3 2 2 2 3 3 3 6' 2 2 2 3 3 3 2 3 3 3 3 4 7' 3 4 2 3 3 43 3 4 8• 2 3 3 3 34 3 3 3 4 4 5 9• 33 3 4 4 4 3 4 4 4 4 5 10' 3 3 3 4 4 5 3 4 4 5 5 6 11' 3 4 4 5 3--4-4 4 5 -4- 5 6 3 4 4 5 5 3-77 12' 4 5 5 6 5 13'3 4 —5--5-6 56 6 4 54 7 FAN BEAM 2 1/2• #14 x 3 1/2' S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER 1 ••L��1� 03/31 FAN bj 2 n• #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL DRAWN Br: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LNE LOAD • PATI COVER SYS M MFG. BY: V.PMO ERI 0195 DATE: 10Otl2012 COMAND RESIDENTIAL STRUCTURAL ENfBNEERINO MINUMUM 10, 20 A 30 pd DURALUM PRODUCTS, INC. 1(918)462-YMI SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (061) 7414107 REOUIRED COLUMNS HORR. WIND • 90. 100 a 110 MPH SM ALPINE AVE.. SACRAMENTO. CA 06826 SHEET 6 OF 33 FAx 403-1519 w.sae,r.K.Rcom COLUMN / P_OST TYPES-&- SG-RFACE--MOU.NT-AT-T-ACHMLN-T—DETAILS MAX. HEIGHT = 10' -3 2y rMAX. HEIGHTC = 10' �- r- 3.00"SQ. 2 •#a210 SMs 3.00" SQ. I ; I --� 3.00" SQ. • � � � __7012._ 0 2' I 4 f I 6.5' 3• O C t .14"R " 032' TY .048'STEEL O51 I' PLASTIC PLUG •281. O O 3" SQ. ALUM. POST MAG POST 3" SQ. ALUM. POST WITH SIDE PLATES OD ;3" SQ. STEEL POST-' 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H38 , ALUM. ALLOY 6063 -TB ALUM. ALLOY 3.00" OR 6063-T6 2.40" G =3'SOxt=.i86' H =3'SO.xt=.250' I=3'SQ.xt=.313" J=4"SQxt=.188' K =4'S xt=.250" =L 3.0' OR 4.0' SQUARE STEEL POST ASTM A500 GRADE B I (17116-0 HOLE 1.375" FOR 3/8' MB 2ANGES 2 FLANGES APART I I 0 0 .75" ASTM GRADE 36 STEEL I 1.125' 25" I INSTALL ')s' x t " x 36" HDG 75" 75' BASE FLARES WASHER PLATE AT ANCHORS 157" TO 3"WIDE EA. 1.60" TYP SIDE OF FLANGES 'S .090" TYP. POST ONLY _ I [FOR NSTALL1• x 1' xi'HDG �1-7/16'0 HOLE WASHER PLATE AT ANCHORS t t0 MPH 2-5/18'0 HOLES' 8 2-3/8' HOLES TYP. EA. SIDE ALUM "T" BRACKET STEEL T BRACKET 5 6X Ty a * ~ No. C37948 \,R EXP. 0=1 I T=.060' TYP. (4) -SDS 25412 I . i 3 #14 SDS, 3 PER SIDE 21iff ALUM. ALLOY 6063-T6 "H" BRACKET 3"x 8" ALUM. RAFT. BRACKET i 3' x 8" ALUM. HEADER I HEADER BRACKET n7i DRAWN BY: E.N.LIVE TOM CAMPBELL 8 ASSOCUITES. INC. LOAD • PATIOSY : UPMC FJtf 0106 DATE: 1=1120`12 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGPOST OOLIAW t TYPES 1o. 20 a 30 pd HORIZ WIND " I OURALUM PRODUCTS, INC. E288 ALP84E AVE., SACRAMENTO. CA 8682E REVISED BY: RANCHO CUCAMONGA. CA (051)741-2107 t10, 1006110 MPH (018)462-T021 FAX403-1319 tNes®OwWrtwam SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1' WAS FASTENERS ras ole 2.740' IY14 SDS .133' @ 8' O.C. 1 � 9'56,31 - • a el 'i.281' $ WALL FASTENERS ALUM.ALLOY SEE TABLE 60 0605 8376 1.75 O O ROLLFORMED HANGER EXTRUDED HANGER CHANNEL A34 FRAMING ANGLE SEE TABLE FASTENERS, SEE TABLE R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X OR—/ 3x ALUM. RAFTER FASCIA BOARD - ALLOWABLE PROJ. WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE EA. SIDE OF RAFTER (2 PER RAFTER TO BLK'G) EXIST, (24' MAX.) EXISTING EAVE CONNECTION RAFTER SMS PANEL LOCKS OR 66 SMS WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED AT AT EA COO NTACT LL=10 LL=20 LL=30 LL -10 LL=20 LL=30 LL=10 LL=20 LL -30 CONTINUOUS A- RAIL ROOF PANEL (WHERE OCCURS) 2' x 4'24' FULL ALUM.ALLOY 18* ul 6063 -TB 014 SMS 0 EA CONTACT B=SDS25412 WIA34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' WALL CONNECTION O T=.060' - WALL FASTENERS SEE TABLE SEE PAGE 33 FOR ALUMALL Y APPROVED ROOF PANEL I.R. HANGER n HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) . WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16' O.C. CELL AT FASTENER) OR CONC. 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 8 I B C D D E E F 2' x 4'24' FULL DESCRIPTION OF LAG SCREW SEE NOTE BELOW 18* A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX. ZO B=SDS25412 WIA34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' 24' 12'-8' 9'-10' C=SDS25412 AT EACH STUD, 16' O.C. MAX. cn V LLN D=3/8"0 x 4' LAG SCREW AT EACH STUD 'E=3/8'0 x 1 1/8' AT 18' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE (3)A/4'(2' 'F=3/8"0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 22'-2' •HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1 EXIST. RAFTER FOR SPAN SEE ALLOWABLE ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90 C 100, C 110, C 2' x 4'24' FULL O.C. 18* 19'-2" 15'-3' 12'-4" 24' 12'-8' 9'-10' A 2' x 6'18* NOTCHED 24' O.C. (3)A/4'(2' 26* -0* 22'-2' 18'-1' 24• 181-8' 14'-9' 11'-10' 2'x6' FULL OR26'-0' 2'x8' NOTCHED 24. O.C. 26'-0' 28'-0' 24' 181-8' 22'-9' 18'-7' 2"x8' FULL OR26'-0" 2'x10' NOTCHED 24.O.C. TE: BRACKET SEE FORATTACHMENT NOTE: PLACE'SIKA FLEX' OR SIMMAY MATERIAL BETWEEN BRACKET AND COMP. 26'-0' 26-0- 24' 26'-0" 26-W 24 -4 - NOTE: (A) MAXIMUM ALLOWABLE DECK/ 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 paf (MIN) TO 8 psf (MAX) RLL - 20 8 30 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 p9l. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, d 30 psf � -1 12' 10#L.L.=(2)014 SMS EA SIDE 20#=#L.L.=(2)#14 SMS EA. SIDE r U -BRACKET 1 1/4' _ 3/4' OR 1 12' I -f 2'x612'OR S MIN. W x 8' ALUM. I RAFTER 'OR 1 12' NOTE: PROVIDE WATER PROTECTION METAL FLASHING CAUCK JOINT's AND SLOPE r— TO DRAIN ' I FOR SPAN SEE ALLOWABLE TOM CAMPBELL 6 ASSOCIATES, INC. HANGER CHANNEL DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING "AVEt-r IAPMO ERi D196 DATE: 1aD12D1z 2D SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LEDGER 10, 20 830 par 2 EACH 1N'O x 3.12' LAG SCREWS LL.=10 paf 2 EACH 7/16'0 x 312' LAG SCREWS LL.=20 AND 30 paf RANCHO CUCAMONGA CA (961) 741.2107 (3)A/4'(2' M 1^ 00 11D GWH MIN. PENETRATION INTO EXISTING SHEET 9 OF 33 RWOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACINGEXCEERLS EXISTING STUD SPACING TE: BRACKET SEE FORATTACHMENT NOTE: PLACE'SIKA FLEX' OR SIMMAY MATERIAL BETWEEN BRACKET AND COMP. BE MOUNTED RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL BELOW RAFTER W/ SAME CONNECTION'S. WALL CONNECTION 030 BRACKET CONNECTION DRAWN BY: TOM CAMPBELL 6 ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD - PATI F Y: IAPMO ERi D196 DATE: 1aD12D1z 2D SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACT 10, 20 830 par OURALUM PRODUCTS, INC. l(9l6)452-?WI REVISED BY: RANCHO CUCAMONGA CA (961) 741.2107 ATTACHMENTS M 1^ 00 11D GWH SM ALPINE AVE, BACNAMEtrio, CA !+6826 FA7(4D3-1618 aVaa�durWn.00m SHEET 9 OF 33 I COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS ALUM.'T'BRACKET USE %4TH i POST TYPE B,C,D, OR E �' STEEL POST ONLY: ® 3 -SO. POST W/ 1 USE POST TYPE 13WS'O BOLTS (2}1112 SMS EA POST TYPE BCA .FF,,G•H•J OR K F, G, H. J OR K FOR POST TYPE J WSO. POST SIDE OF POST OR 3• SO. POST ALUM.TBRACKEr: 1/4' M.B. THROUGH K�wEix�6aT. oR E AL POST Sr�TgRAq�T; I 112 DEPTH OF V912.0 BOLTS �F HnrFa BELOW USE ((2}Y9 0 HfLTI KWIK FOOTING OR FOR ALL OTHER (2}1/4.0 POWERS WEDGE- _-_ - _- BOLTS OR EQUAL '1 12• MIN. EMBD. I CONDITIONS BOLTS+ OR EQUAL, EACH 2 K• EMBEDMENT DEPTH BRACKET TO SLAB. FOR KWAK BOLTS) mm I MINIMUM DISTANCE TO t EDGE OF SLAB - 4' OR TO CRACK - 10' d (1 YA' MIN. EMBEDMENT) DE ITH SLAB SHALL BE IN POUREDCONCRETE GOOD CONDITION FOOTING SEE NOTE FOR SIZE A 3 i/2' MIN. LE QUAR IN BEAM SPAN TSCHEDU ABLE EXISTING_SLAB... -_- O 3' SQ. POSTS TO CONC. FOOTING ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SQ.18' DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18' SQ. 12' BOLTS 20" 21" SO. 12' 23" 6 24' CUBED (2)-1/2'0 3114" 22' 25' SQ. 16' 25' • 30' CUBED (4}1/P0 3 1/4' 24' 28' SO. 20" 26' 32' SO. 23' 31' - 34' CUBED (4}S/B'0 4• 28' 35" SO. 25' 35' • 39• CUBED (4}3l4 0 4314 30" 39' SQ. 28• 32* 43' SQ. 30' 40' • 4T CUBED (4),x/4'0 4 314' 34' 47' SO. 32' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC.. ESR •1917 OR EQUAL. 38' 51' SO. 34' 38" 55' SQ. 3r 40' 60• so. 39' 42' 84' SQ. 41- 44' 69• SQ. 'CUBE FOOTING W/ 4• SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED i '1 16'INSERT X.188, ASTM A36 STEEL ' (: II FREESTANDING; BASE PLATE ANCHOR • ANCHOR BOLTS (SIZE d TYPE) �i W Zd to ASTM A572 STEEL EXB&C EXB&C x>� LONG, 1 -L�. • n FROM END L� w o °0 OF POST L� 3' SD. POST (STL) _ ,• OR FLUTED POURED SQUARE, SEE FTG. OR 4• SO. POST (STL.) COSCHEDULE IN BEAM INSERT FOOTING SPAN TABLE _ PL.S/8'fHK. SQUARE POST EMBED. 9 40 INTO FOOTING 1 1/2' 8. 1 1/2' 1 " I WELDED STEEL BASE PLATE NOTES: BASE PLATE SCHEDULE 1. DO NOT USE ALUM. T PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. B 9• SQ x 5/8' B, C. D. F, G. 8 H BRACKET WITH 3X8 BEAM i 0 W/INSERT, MAG BEAM, 4- OR 7• I -BEAMS. 2. POST TYPE E II FREESTANDING; BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE d TYPE) INSTALL WASHER PLATE- i TXX'XSX*AT I EXB&C EXB&C STEEL T BRACKET. I n (4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS 3. POST TYPE F DO NOT USE STEEL T BRACKET W/7' I -BEAM. 9'x9'x SIB' STEEL PER I.C.C. ESR -1917 OR EQUAL (4 314' EMBEDMENT DEPTH) 18" DEEP 18" DEEP ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH' 00 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C 10' OR LESS 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x 18" DEEP 18" DEEP + 18" DEEP 20' OR LESS 4'-0" SQ x 4'-7" SQ x 6-0" SQ x 18 DEEP I 18 DEEP 18 DEEP s b. C37948 K031314 DRAWN BY: E.N. TOM CAMPBELL A ASSOCIATES. INC. COLUMN LIVE LOAD " i PATI COVER SYSTEM AS MFG. BY: UNMO ERI 0195 DATE: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE � l0, 20 a 30 P"I ' DURALUM PRODUCTS, INC. SCALE: NDNE REVISED BY: RANCHO yA CA (061) 741.2107 AND EMBEDMENTHOR2 WAND " i BQ t00 8 110 MPH , 6280 ALPINE AVE. SACRAMENTO, CA M= (916)462-7o21 FAx4o3.161e aIa®dlx.w,�nmm SHEET 10 OF 33 J HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP LIVE LOAD • 10.20 to, 20630 pd _TIO : IAPMO ERA 0105 3.00" SQ. �1 2.00" 1 79• SPLICE WHERE OCCURS SPLICE WHERE occuRs SPICE WHERE OCCURS .0� • t —T REVISED BY: RANCHO CUCAMONGA. CA (051) 741-2107 6"7.— .s o7s SHEET 11 OF 33 2.5r • �' 7YP� 2.19' wL 2.a 14"R TYP. 2.08" LZ ops 2.04 oas• �• —r TYP. 3. 28" 2.r ASTM A653 GRADE 40 .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 O ALUM. ALLOY ALUM. ALLOY 6063-T6 6063-T6 O O ALUM. ALLOY 6063-T6 O 6.5" ROLLFORMED 4.5" GUTTER _ MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAME 4• �5�' ?Ixy _• �cti { 3.0• r2' MAX. 2" r-7 --I Q7 �-v _T SPLICE OCCURS q• WHERE .* . 037948) .024' —�- .042" oCWRS 11 .032" — 8.0' ,�� 2. .032' 110' TYP. `. ~ ALUM. ALLOY 3004 H36 OR EQUAL ALUM. ALLOY 3004-H36 ALUM. ALLOY AL3 Bpy i ALUM. ALLOY 3004-H38 OR EQUAL I OR EQUAL 4" I -BEAM 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM J 3 x 8 BEAM O / 3 • ` 25' I \ MA. 3' B � 3' �+— B � T� � � � � I � ' � .375' —� x.042" .042" .042' T-12 OR 14 GA. T•0.123- 7.8 5' ASTM ASW GRADE 50 8.658' � g• .1 ALUM. ALLOY 11093 -Te \ , 1 ALUM. ALLOY 30041U8 ALUM. ALLOY 3004H30 OR EQUAL OR EQUAL _TI . 25' II �j .375' ALUM. ALLOY 3oo4HMI 2.875" OR EQUAL 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBBL3 x 8 S INSERT O STEEL SERT O SPLICE /INSERT O DRAWN BY: E.N. DATE: 10101/2012 TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • 10.20 to, 20630 pd _TIO : IAPMO ERA 0105 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES WIND • 6250 ALPIUNE AVE.. BACRAMEHTD, CA 06828 1(916) REVISED BY: RANCHO CUCAMONGA. CA (051) 741-2107 90, 100 6 110 MPH 452-7021 FAX 403-1510 a1 k"noo"1 SHEET 11 OF 33 4414 x 1/1' S.M.S. EACH SIDE OF 3' SO. POST (S.TOTAL ALTERNATE 1!4'0T WI WASHER EA SIDE OF 3' SO. POST 3s'' F -t/ 3' so. POST 41414 x t/3- S.M.S. EACH SIDE OF 3' SO. POST (8 TOTAL) ALTERNA .1!4'0 LT WI WASHER EA SIDE OF 3" SO. POST c- BEAM. 7O- - POST_TCONNECTION DETAILS " x 8" x .042" BEAM, " SQ. STEEL OR IAG BEAM. @ 90 MPH - USE (4)-#14 SDS @ EA SIDE TOP & BOTT. TOT.=16 @100&110 MPH - USE (6)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=24 X 3" ALUM. OR TEEL POST OR 244r 3' SO. POST GUTTER FASCIA Y MAG BEAM 3' SO. POST 3'SQ. STL. BEAM 13 H - BRACKET TO POST ALUM. ALLOY 3105•H25 1_ I 50" 1.50" 2- 1 12"X33' r s ` ,018" �l � �OR2'LATTICICE #6 x 2 SMS, 2 12' ® 3. O.C. MIN. �. OR 3 12', TYP.rAFrERU) TO`6'O.C. MAX. 1 1/2" SQ. OR 2" LATTICE BE 2 ALUM. ALLOY 3105-H25 .28" � 3" 2"x3" LATTICE TUBE 1 LATTICE TUBE TO RAFTER "L" FASTENERS 1'-0' 4 - #14 SDS 2'-0" 6 - #14 SDS ' T-0' 12 - #14 SDS FASTENER SPACING = 3T4- #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 12 x2'x.024 RAFTER 5 `1M 'off- a Z �� Q• o. C37M P.03/31W 1 FASTENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES AT OVERHANG 'v i 0 00 6 FASTENER 612' 00 GROUP 00 ALUM. BRACKET X 2' 1" 'L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 3.125" FOR 3 x RAFTER x RAFTER t = .040" @ 6063-T6 O f (4) - #14 x 3/4 TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM 18 "U" BRACKET - RAFTER TO BEAM LOAD • PATI R SYSTEM MFG. BY: DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES. INC. BEAM ro POST 0,2E t0,2B6 ALIN PRODUCTS, INC. IAPMO EPo10196 DATE: 1GC1Qoi2 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT HORIZ WIND " IND 6288 ALPINE AVE.. SACRAMENTO, CA 86826 8M REVISED BY: RANCHO CUCAMONGA CA (961) 741,2107 go. 100 6110 MPH (816) 462-7021 FIVE 403-1819 rNn0dxW=.00M SHEET 13 OF 33 I SPLICE DETAILS 11 1 BEAM TO POST DETAILS 12 i I SIMPLE SPLICE FULL MOMENT (2)910S * M.S.@ EA VALLEY, TYP. 1'0 S.M.S. (B1TOT. II 1112 S.M.S. II TYP. THICKNESS =.035 a (24 TOT T.P. THICKNBISS = .035' F—==u i u II o + II + +Lj +++ + + + ++ W ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004H36WOR 6063 -TS FOR EXTRUDED OR 6063-T5 FOR EXTRUDED I NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I -BEAM FLANGE SPLICES - ROLLFORMED & EXTRUDED FASCIAS I-BEAMALUM ALLOY AS NEEDED TO CLEAR NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE ONE SIDE OF WEB MAY BE USED. (6061 -TB) ALTERNATE SO. POST,CONNECT WEB ( ) STL. C BEAM TO POST WI (2) - 5/8'0 3• THRU-SOLTS @ 4' 1 -BEAM, TOTAL= (8)-VrO BOLTS ,ON� SO. POST @ D FB�sO THRU BOLTS 0 0 0 �� °s�� G4si �'L BEAM TO POST CONN. O SPLICE WHERE 4• 2. �• � 1 �"'� .070• 0 0 j No. C3790 TMP' 3i3�I 412 METAL BACKED, NEOPRENE WASHERED TEK SCREWS Q 8' O.C. ALUM.ALLOY, MAX. STAGGER IN BEAM 8063 78 FLANGE 16' 1• I 4" I -BEAM T-0. ROOF PANEL --t7 MOMENT ANEL - MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WN DOW ALUM.ALLOY 8083 -TB 7" I -BEAM MOMENT CSPLICE AT 7' I -BEAM: ADD'C' SPLICE X,18' LONG AT ALL COLUMNS - (CENTER AT COLUMN). SECURE TO 14BEAM W/ 8414 TEK SCREWS EOUALLY SPACED - 1' FROM ENDS. POST, SEE SCHEDULE 4'x3' ALUM. '1' BM. OR • 75X4' ALUM. 7' BM. 114'0 M.B. BEAM BRACKET 2- 3/8.0 M.B. THRU STL. T BRACKET TO POST. ALTERNATE BEAM TO POST CONN. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE Low • A ER SYSTEM AS MFG. BY: IAP110 ER! 01% DA ET SCALE: NONE COMMERCULL AND REBIDEHT4LL STRUCTURAL ENGINEERING BEAM SPLICE DETAILS 10.20 8 so pd DURAL PRODUCTS, INC. ' REMISED BY; RANCHO CUCAMONOA CA (%1) 741-2107 NORM WIND • 00, 100 6 110 MPH'i(918),4152-M SM ALPINE AVE., SACRAMENTO .oma FAX 403.1510 SHEET 12 OF 33 10# L.L. 90 -MPH - ATTACHED OPEN LATTICE COVERS 1.2' OR LESS EXPA & C I I ILTA IJ:O2:42WYI_\►i1IIIIN111IeIJ=►�■will ■IIN=Kolyj2"YJ[al,am a-=� :d!M:014iINEEMIME, 5, DRAWN BY: F-KIAPMO DATE 10G1R0 Z 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2x6.5"x.032" BEAM (3"x8" BEAM w/INSERT DBL. 3"x8" BEAM G 15'-7" 30 G OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT 10'-6" 10'-9' 50 MAX COL. MAX.POST MIN. MAX'POST MIN. MS/PIXACIONSGT MSPACINGAXPOST MIN. MAX.POST MIN. MAX.POST MIN. MIN. 32'-8" 36 J 3 SPACING SPACING FTG. POST FTG. SPACING FTG. POST FTG. FOR DBL FOR 3- x 8' FTG. POST FTG SPACING FTG. POST FTG. SPACING FTG• ppgT FTG. POST _ 0'-3" 28 ON SLAB (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2'x8.5'x.032- BEAM (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE 32 I 5' 13'-7" 10'- 3'-2" 35 20'-4" 32 1 B 1819 15'-715,-7' 10'-9; B 2 10'-6"10' B 1 23 B 2325 32' 29 G 2 C 5� , 0•-3" '-8' 28 14'-3" 13'-3" 8" p,-9' B 2123 91-3" 9. -9" B 20 23' 2" B r 32'-8" 28 6 ! 6, 7 11,4. 9'-8" B 1 14 -314'-3" 1 20' 40' ? 26 29' 229 E 6, C =8" 30 H 20 9'-3' 9,-9" 21 8'-7" 9.1. B B 20 4" C 29'-10" 7 8. 8'-9" 25 G 7 " 9'-8* 9'-2' B 19 13'-3" 19 19'-0` 24 27'-8" 27 E , 7 30 -2" 27 G 17'-1" 32 I 16'-1" 30 H 21 13'-3" 23 8'-7" •1" 22 T-8" 8'-2" B B 21 19'-0" i 26 2T-8' G 30 7'-3' 7'-9" 26 F 8 8 -6" 8'-9" B 20 12'-4" 19 1T-1" 24 25'-1 28 F 8 27 G 16'-1" 32 I 15'-3' 29 G 8' 9' 24' 4" 35 21 12'-4 24 7' 8" 8'-2' 22 7'-3" 7'-9' B B 21 1 T-1" C 27 25'-10 26 G 30 9 7 -7 " 8'-6" B 20 11'-8' 20 16'-1" 25 24'-4" 29 F 9 3'-2" 35 I S g. 6" 11' W-0.27 22 11' 8' 24 7'-3' -9' 23 6'-8" 7'4" B B 21 16'-1" C 27 24'x" 31 10'-2' 9'-9" 10 6'-9 " 8'-2" B 21 10'-9" 20 15'-3" 25 3'-2" 29 F , 10 T-7" 28 G g..2• 6'-0- 6'-5" 28 G 10'-9" 25 6'-B' -4' C 23 6'-5' 6'-9" B 22 15'-0" ? E 28 3' 2" 29 32 6'-0' 8'-5" 29 28 G 11 6 -2 " 8'-0" B 21 10'-2" 20 14'-7' 26 21'-3' 29 F , 11 19'-8' 31 1 ' g .p• 7' 4' 30 23 10'-2' B 25 6'-5" 6'-9" C 23 6'-0" 6'-5' Zf-25 B 22 14'-7' E 28 21'-3" 2'-10" 30 H 32 19'-8' 33 J Fs- 12' 5'-8" 7 -7" B 21 9'-9' 20 1 -6" 26 20'-4" 30 F , 12 _7. 23 9'-9" B 6'-0' 6'-5" C 2 5 �" B -2" B 22 13'-6" E 28 20'-4" 27 13' S'-2" T-4" ,�. B 2124 9 5"9'S' 21� 12'-12 "10" 2 28 191 30 F 13' B 26 5'-8' 6'-2" I I ILTA IJ:O2:42WYI_\►i1IIIIN111IeIJ=►�■will ■IIN=Kolyj2"YJ[al,am a-=� :d!M:014iINEEMIME, 5, DRAWN BY: F-KIAPMO DATE 10G1R0 Z 10'-3" 27 G 15'-7" 30 G 10'-6" 10'-9' 27 F 23'-2" 33 J FREESTANDING AND ATTACHED 10tLL DOMPH 32'-8" 36 J IPATIO SM ALPINE AVE, SACRAAENTO. G N66?!! role){52-7021 FAX 4OSi519 songod.dm. 5, 0'-3" 28 15'-7' 14'-3" 32 I 10' 8' 0'-9' 29 G 3'-2" 35 20'-4" 32 1 32'-8" 38 K 6 91-8" 26 G 29 G 9'-3" 9'-9' 26 F 29'-1 35 J , '-8' 28 14'-3" 13'-3" 31 H 9'-3' 9'-9' 28 G 0'-4" 35 J 19'-0" 31 H 29'-10' 37 6 7 9'-2" 26 G 28 G 8'-7" 9'-1" 26 F 2T-8' 34 J , -2' 27 13'-3' 12'-4' 30 H 8'-7" 9'-1' 27 G 19'-0" - 33 J 17'-1" 30 H 27'-8' 37 7 8. 8'-9" 25 G 28 G 7'-8" 8'-2' 25 F 25'-1 34 J , 8 8'-9' 27 12' 4 11'-8" 30 7' 8' 8' 2' 27 G 17'-1" 32 I 16'-1" 30 H 25'-10 36 i 91 8'-6" 26 G 27 G 7'-3' 7'-9" 26 F 24'-4" 33 J 9' 8' 6" 27 11'-8" 10'-9" 29 7'-3' 7'-9' 27 G 16'-1" 32 I 15'-3' 29 G 24' 4" 35 10' 8'-2" 26 G 27 G 6'•8" T-4" 26 G 23'-2' 33 J 8'-2" 28 10'-9' 10'-2" 2s 6'-8" 4' 28 15'-3" 31 I 14'•7" 29 G 3'-2" 35 I S 11' W-0.27 G 27 G 6'-5" 6'-9' 27 G 21'-3" 32 I 8' 0' 29 10'-2' 9'-9" 29 6'-5' 6'-9" 29 14'-7• 31 H 28 G 21'-3' 34 J 12 T-7" 28 G 28 G 6'-0- 6'-5" 28 G 20'x" 7'•7' 29 9'-9" 9'5" 29 6'-0' 8'-5" 29 28 G 3'•s" 30 H 12'-1 ' 28 G 20'-4" 34 J O 12 13' T-4" 28 H 28 G 5'-8" 6'-2' 19'-8' 31 1 ' 7' 4' 30 G 9'S' 30 H 5'-8' 6'-2" 30 H 2'-10" 30 H 19'-8' 33 J Fs- 1 P. (a FOOTING SHOWN REPRESENTS LENGTH OF THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SNAIL BE ! FOOTNOTE: 'SAMPLE' EACH SIDE AND DEPTH OF CUBED FOOTNG WfTHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS I WHERE SLAB OCCURS. CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE B —ice MAY BE REDUCED e' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM Ir" I�� FIGURE INDICATES EX RE C SEE ALTERNATE FOOTING TABLES _ SHT. 10 FOR ATTACHED 8 FREESTANDING COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B A C. oe *11 DRAWN BY: F-KIAPMO DATE 10G1R0 Z TOM CAMPBELL d ASSOCIATES, INC. ppFR ACID TABLE t0 20 �Oe pd COVER M AS mm. BY. DURALUM PRODUCTS, INC. ERN 0185 SCALE: NONE REVISED BY: COMMERCUL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO cuGAgNw, G (051) 7411-2107 FREESTANDING AND ATTACHED 10tLL DOMPH HORLL WINO. f 90,100 e I to APFI IPATIO SM ALPINE AVE, SACRAAENTO. G N66?!! role){52-7021 FAX 4OSi519 songod.dm. SHEET 28 OF 33 oe *11