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PAT (08-0188)60920 Living Stone Dr 08-0188 Date: 1/24/08 Application Number: 08-00000188 Owner: Property Address: 60920 LIVING STONE DR JOHN NICKELSON APN: 764-270-999-121 -300234- 60920 LIVING STONE DR. Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92.253 . Property Zoning: MEDIUM HIGH DENSITY RES (760)262-8860 Application valuation: 2314 Contractor: Applicant: b Architect or Engineer: LIFETIME PATIOS a P.O. BOX 5806 D (' O� LA QUINTA, CA 92248 D U (760)772-0013 �oo� Lic. No.: 770843 IAN 25 CITY OF LA QUINTA FINANCE DEPT. LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION CLARATION ' I hereby affirm under penalty of perjury that I am licensed under provisions of.Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect._ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License CI ss: 13 License N : 770843 for by Section 3700 of the Labor Code, for the performance of the work .for which this permit is issued. Date: 06Z rJfO T Contractor: _ I. have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Uy Code, for the performance ofthe work for which this" permit is issued. My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty ofthat I am exempt from the Contractor's State License Law for the Carrier ENDURANCE REISN Policy Number WEN0015766-01 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject o the workers' compensation provisions of Section License Law (Chapter 9 (commencing with. Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Lae m. I shy au fnnh� ith omply with those provisions. 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).: Date: Appli t: ' (_ 1 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 WARNING: FAILURE T SEC E WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the 'DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, hbwever, the building or improvement is sold within SECTION. 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion,. the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). - - APPLICANT ACKNOWLEDGEMENT ' 1 _ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractors) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for ' pursuant to the Contractors' State License Law.)._ whose benefit work is performed under or pursuant to any(permit issued as a result of this application, - (_ I I am exempt under Sec. , B.&P.C. for this reason - the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Ouinta,-its officers, agents and employees for any act or omission related to the work being - performed under or following issuance of this permit. Date: Owner:. 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 CONSTRUCTION LENDING AGENCY permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the 1 certify that I have read this application and state that the above information is correct. I agree to comply with all work for which this permit is issued (Sec. 3097, Civ. C.). - - city and county ordinances and state laws relating.to building construction, and her y authorize representatives - --of this county to enter upon the above-mentioned - Lender's Name: - - Dater oGD Q\S;ignature (Applicant or AgenU. Lender's Address: LQPERMIT Application Number . . . 08-00000188 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee 54.00 Plan Check Fee 35.10 Issue.Date Valuation 2314 Expiration Date.`.-. 7/22/08 Qty Unit Charge Per Extension" BASE FEE 45.00 - 1.00 -•9.0000 THOU BLDG 2,001-25,00.0 9.00 Special Notes and Comments 174:SQUARE FT ALUMAWOOD PATTIO COVER PER " APPROVED PLANS -------- - - --,- -- -- Other Fees" . . . .. . . . STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due Permit Fee. Total 54.00 .00 .00. 54.00 Plan Check Total 35.10 .00 .00 35.10 Other Fee Total .50 .00 .00 .50 Grand Total 89:6'0 .00 .00 89.60 Bin # City of LA Quinta Building 8r Safety Division LQ P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 6D ! Q' ✓!7 e Owner's Name .&40 ttj A. P. Number: ��p Address: (p� /�� L6✓ a7hz� ZA' Legal Description: AW gO5Z23' Contractor:41 77M F 7 jOJ�' City, ST, Zip: " Telephone: Address: �i Js gQ Project Description: City, ST, Zip: Tele hone: n /q� 'iOV / :•f�il}$..iiryn tyi•r.: .�:f!ti: �� .l�ti� City Lie. #: State Lic. # : 7 % Dg q Arch., Engr., Designer. Address: City., ST, Zip: Telephone: ,: ;�»':;•;:;::��,�.;::<::s•%::=.<:<s>:;.:;:< Sfij$i lfj��f.y: S{ti S� '•'�fii 'R'::•' ;: i:$ tw^ State Lie. #: Name of Contact Perso NAlf-- / WS j'ZF�q- Construction Type: Occupancy - Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: 7 7 7 .26 S"D Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees CITY OF LA QUINTA BUILDING & SAFETY -DEPT: 291-APPROWED 35..r FOR CONSTRUCTION BY i ' �`� a.•�— p�.-_,Rsi'°Rc�.:; �2 ._,�,i _"P 3 �� Fes^"`_ t. /� .. . _ h • - . •,-ti:, � '��' ��174¢q�,�ft��W�h�`Ite��`rs � 'o �: t _. - . • h53V� �.. ,t-`�.�te.+.t'• frRs'r ,;;,,��; „. � �. c. Q €I 4-E�- Mugg awo�odPatlo��,Coer- �+ t `k ♦YTt k et A.,.� Fy ,; Y � x� x f�,' F,t _f�A .r r,. r f i t � ..:fi .. John Nickelson Residence 60920 Living Stone Drive = _ La' Quinta, CA 92253' ; 760-262-8860 ' r • _ License OB770843 5 ' I'LZIF - TEACE 0xzzx C U SS' T•O M S H A D E S T R U•.0 TU R `E._S.. f PEATU RI NG j t AL.1JP9AW00�° Charles Tunstead Owner .._ _ o = o n - cep o, 'tz''.k• p"�•;,h R. �'.�'. oO _ 41 r 1 x r . ',,�' ° •�' . J, e� r,� � ';�'_ �.r 'qua+ .� �` � � t �. fl PATIO, COVER�.SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ER- GE'NERAL NOTES: GOVERNING CODES: 1,. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE. 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE. ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. i DRAWING NOTES 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE. ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. B. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. 10. 20# L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS. LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN LOADS 11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H. ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GOUND: 50 POUNDSPERSQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C. NON -HEATED STRUCTURE). WIND LOADS: 90 MILES -PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. , 110•MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 50' -SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED,INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION .6:5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN.A000RDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20 DESIFREESTANDING NED ASND EN STRUCPATIO TURES" ILATTICE ORDANCCEEAN ROOF HEIGHT OWIT ))A E%SEI HEREIN ECON 6.5.13. 2 1. THE RATIO 22. THE RATIO ((DED BY THE PATIO COVER PROJECTIO�L/P))��PATIIO DTHCOVETR LE GHT (LL. FT.) HALL NOT DIVIDED BNE Y� -HIE IPATIIO COVER PROJECTION OR WIDTH ( . F7). SMALL NOT EXCCED ONE (1). NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: KK REPORT NUMBER DATE 10123R007 ER- SCALE: NONE REVISED BY K K & D.P. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: - 20 POUNDS PER SQUARE FOOT SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT, ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C. NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I SEISMIC DESIGN CATEGORY D. MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN. PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN SOIL VERTICAL SOIL BEARING PRISSURE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653. GRADE 40 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4: STEEL BOLTS SHALL BE ASTM A-307: HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. TOM CAMBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ALTA LOM.A. CA (951) 741.2107 I L E LOAD = rH I Iu t lJvtH SYSTEM AS MFG. 9Y: 10. 20&3o pst DURALUM PRODUCTS. INC. SHEET GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 i OF 29,oe,+o.. 90.100&110 MPH (916) 452-7021 FAX 403-1519 sales@cluralum.com I G'0'. ` RAFTER SEE TABLE FOR SIZE 4ND SPACING MAX. PROJ SEE SCHEDULE MAX. 0H �. 25% OF SPAN SEE SCHE LENGTH OF STRUCTURE VARIES TOTE: EACH COMPONENT IS INTER- a MAY BE USED WHERE :HANGEABLE WITH ANY OTHER sF sTSA PERMITTED. FT•v�F uVE LOAD = UNLESS OTHERWISE SHOWN. q, 1 SEE SCHEDULE REPORT NUMBER 3 t2'SLAB FOOTING WHERE REQUIRED. MAY BE USED TO CONSTRAIN �OMPONTENT UNLESS OTHERWISE SHOWN.TSF WG I SEE SCHED. FOR FOOTING CUBE S SHEET 3 OF 29 OPEN LATTICE -TYPE PATIO COVER OPEN LATTICE -TYPE PATIO COVER SCALE: NTS NOTE: THIS OPEN LATTICE-TYPESTRUC Q�OI MAY.LOT 6F ENCLOSED OR CO FOOTING VMERE REQUIRED TYPE "E" ATTACHED SINGLE SPAN LATTICE"STRUCTU PS' TYPE "G" FREESTANDING 'SINGLE. SPAN 2 CO 452.7027 FAX 403.1519 sales�duralum.cem RAFTER. SEE TABLE ALAX. PROJ. NO. FOR SIZE SEE SCHE U NOTE: TMS OPEN LATTICE - AND SPACING MAY NOT BE ENCLOSE R n�l�� X11 \\a��• LENGTH OF STRUCTURE VARIES -ICE TYPES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROJ MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER. SEE TABLE FOR SIZE AND SPACING 25% OF SPAN W'aCtaG` P T HEIGHT SEE CH DULE LENGTH OF STRUCTURE VARIES EACH COMPONENT IS INTER- ;EABLE WITH ANY OTHER )NTENT UNLESS OTHERWISE SHOWN. MAX. PROJ. SEE SCHEDULE SEE TABLE SIZE PACING LH 1.. bbd LENGTH OF STRUCTURE VARIES 1 G By <Oq°G ILII POST HATH SIDE IIryryIIWtI'�111' PLATES SEE TAIL 312'SLAB ATTACHMENT AtAY BE USED WHERE PERMITTED SEE SCHEDULE FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE•TYPE STRUCTURE a MAY NOT BE ENCLOSED OR COVERED X — POST CROSS-SECTION AID SEE POST DETA L '. sFF rq�FC,� 3 12- SLAB MAY BE USED TO CONSTRAIN NOTE: EACH COMPONENT.IS INTER- psT FOOTING, SEE CHANGEABLE COM ONTENT UNLESS ANY OTHERWISE SHOWN. sFF r4acF A•G I� SCHEDULE FOOTING WHERE REQUIRED SEE SCHED FOR FOOTING CUBE S12E TYPE-"H".FREESTANDING MULTI SPAN.. LATTICE. STRUCTURE I.C.C. E.S. EVALUATION .DRAWN BY: KK. SEE POST DETAI 3F��(gC,'L'G F uVE LOAD = PATIO -COVER AS'MFG. BY: VOTE: EACH COMPONENT IS INTER- p REPORT NUMBER 3 t2'SLAB ,HANGEABLE WITH ANY OTHER sfF TsA MAY BE USED TO CONSTRAIN �OMPONTENT UNLESS OTHERWISE SHOWN.TSF WG I FOOTING. SEE SHEET 3 OF 29 SCHEDULE OPEN LATTICE -TYPE PATIO COVER ALTA IOMA CA (951) 7dt-2107 STRUCTURES FOOTING VMERE REQUIRED SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING 'SINGLE. SPAN LATTICE STRUCTURE 90,100 & 110 MPH 452.7027 FAX 403.1519 sales�duralum.cem -ICE TYPES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROJ MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER. SEE TABLE FOR SIZE AND SPACING 25% OF SPAN W'aCtaG` P T HEIGHT SEE CH DULE LENGTH OF STRUCTURE VARIES EACH COMPONENT IS INTER- ;EABLE WITH ANY OTHER )NTENT UNLESS OTHERWISE SHOWN. MAX. PROJ. SEE SCHEDULE SEE TABLE SIZE PACING LH 1.. bbd LENGTH OF STRUCTURE VARIES 1 G By <Oq°G ILII POST HATH SIDE IIryryIIWtI'�111' PLATES SEE TAIL 312'SLAB ATTACHMENT AtAY BE USED WHERE PERMITTED SEE SCHEDULE FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE•TYPE STRUCTURE a MAY NOT BE ENCLOSED OR COVERED X — POST CROSS-SECTION AID SEE POST DETA L '. sFF rq�FC,� 3 12- SLAB MAY BE USED TO CONSTRAIN NOTE: EACH COMPONENT.IS INTER- psT FOOTING, SEE CHANGEABLE COM ONTENT UNLESS ANY OTHERWISE SHOWN. sFF r4acF A•G I� SCHEDULE FOOTING WHERE REQUIRED SEE SCHED FOR FOOTING CUBE S12E TYPE-"H".FREESTANDING MULTI SPAN.. LATTICE. STRUCTURE I.C.C. E.S. EVALUATION .DRAWN BY: KK. "' ' TOM•CAMBELL'S�ASSOCIATES, INC. uVE LOAD = PATIO -COVER AS'MFG. BY: REPORT NUMBER DATE: 70fL32007 COMMERCIAL AND"RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10.20 & 30 psf DURALUM PRODUCTS, INC. 1(916) SHEET 3 OF 29 ER- SCALE: NONE ALTA IOMA CA (951) 7dt-2107 STRUCTURES HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 jos uo GrO-71 REVISED BY, X;K 8 D.P. 90,100 & 110 MPH 452.7027 FAX 403.1519 sales�duralum.cem SOLID PANEL TYPES ATTACHMENT CHANNEL LFNGT ALUMINUM SEE DETAIL A/vOSHHOFSTRU ROOF PANEL TkEaROjECTOr LFS EvgR SEE SPANS ON IFFNCL SEIV P O.H. SPAN "O.H " NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE OS OPTIONAL: CANTILEVER 1 t.2" 50 SCROLL POSTS EFSGygCING EOULES SEE SCHEDULE FOR BEAM POST SPACING PAST Q-oe LNG 3 1/2" SLAB ATTACHMENT MAY BE WHERE ALTERNATE: ?5�2 0 USED SQ POSTS, SIZE VARIES OFT C SPv1 F PERMITTED SINGLE SINGLE POST PST SEE SCHEDULE SEE SCHEDULE S MAX. HT.= 12' '[ NOTE: NO SPLICE AT THI� -AT - 1 POST AND END BAYS. FOOTING WHERE REQUIRED 3 12" SLAB SEE SCHEDULE FOR FOOTING CUBE SIZE G0 O.. . _ NOTE: EACH COMPONENT IS Ie CHANGEABLE WITH ANY OTHER BE USED COMPONTENT UNLESS OTHER TVP'1C It r1 ATTA !111 AA. .w..r....�... �. .....� f ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE – SO. POSTS, SIZE VARIES 3 112" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE ALTERNATE: SINGLE POST SEE SCHEDULE FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE 112 x 9" STEEL ROD ATTACHMENT CHANNEL ALUMINUM SEE DETAIL'S, SHT 7 — ROOF PANEL MIN n 5" SI OPF PFR FT SEE SCHEDULE FOR SPANS "O.H" NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE 1 112" SQ. SCROLL POSTS 3 12" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED,G . SCHEDULE f )\4A f 'MAXkiT.= 12' WHERE REQUIRED _/ DULE FOR FOOTING CUBE SIZE ALUMINUM ROOF PANEL MIN. 0.5' SLOPE PER FT. SEE SCHEDULE FOR SPANS 'O.H." NOT TO EXCEED 25% OF SPAN L FNGTIy qN0 SH��OF ST Ru UR T MCT10N F MC��HFp/ES NOTE: EACH COMPONENT IS INTER. CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. •c VgR1ES (MgyNpTBEENCLOS' U _m 2 CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION �.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL 8 ASSOCIATES, INC. UVE LOAD = PATIO COVER SYSTEM AS MFG. BY: EPORT NUMBER DATE: 101232007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 d 30 psf DURALUM PRODUCTS. INC. r20F T R• SCALE: NONE ALTA LOMA. CA (951) 741.2107 STRUCTURES HORIZ. WIND = 8259 ALPINE AVE., SACRAMENTO. CA 95826 29 REVISEDBY'KK. 8 D.P 90, 100 d 110 MPH (916) 452.7021 FAX 4031519 sales�Dtluralum.comcw7m7+ SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER iL SEE FOR BEAM PAST Q-oe LNG OPTI NAL: CANTILEVER B SEE SCHEDULE FOR OST SPACISCHEDULE r SQ POSTS, SIZE VARIES Eo PST 0 M. S ULES SPACING 25 6 OFSpgN 3 12" SLAB O.. . _ BE USED pFSp NOTE O SPLICE THIS O CONSTRAIN FOOTING, SEE LE POST259.0 SINGMAY SEE SCHEDULE AT POST DAT END BAYS SCHEDULE NOTE O SPLICE A THIS POST D AT END BOYS FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - NOTE: EACH COMPONENT IS INTER- 112 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION �.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL 8 ASSOCIATES, INC. UVE LOAD = PATIO COVER SYSTEM AS MFG. BY: EPORT NUMBER DATE: 101232007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 d 30 psf DURALUM PRODUCTS. INC. r20F T R• SCALE: NONE ALTA LOMA. CA (951) 741.2107 STRUCTURES HORIZ. WIND = 8259 ALPINE AVE., SACRAMENTO. CA 95826 29 REVISEDBY'KK. 8 D.P 90, 100 d 110 MPH (916) 452.7021 FAX 4031519 sales�Dtluralum.comcw7m7+ RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 901100/110 MPH EXPOSURE B'& C 6 5" ALUM. ALLOY 3004-H36 _ -a-I 2.. If OR EQUAL It 3,.� I� 6 5" � 3 0" I � 80" * SEE NOTE BELOW MAX 2. ALUM ALLOY 3004-H36 042" 024•• ALUM ALLOY 3004•H36 .024" OR EQUAL OR EQUAL 032" y -042'• 032" * SEE NOTE BELOW k 15 2 x 6 1/2" RAFTER i w a1 DBL. 2 x 6 1/2" RAFTER �, 3 x 8" RAFTER 90 MPH 100 MPH 110 MPH O$ 100 NIPH. 110MPH 100 MPH 110 MPH L.L.= "T' 90 MPH L.L.= Tm v 90 MPHSF) (INJEXP. B EXP.0 EXP. B -EXP.C. EXP. B: EXP.0 (PSF) (IN.) N -EXP. B `EXP.C: EXP:B EXP:C EXP: B EXP.0 (PSF) (IN.) a o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 14'-4„ 13'-0" 13'-0" 11-8 12'-10„ 11,-4„ 16" 20,_3,. 18,-4„ 18,-4„ 16,-6„ 18,_1„ 16,_0„ 16" 28,_2„ 25'-T' 25,_7, 22' 6" 25,_2„ 21' 2" .024 024 .042 11 _8 10'-T' 10'-T' 9'-6" 10 4„ 9'-3" 10 24" 16,_6,. 15,_0„ 15'-0" 13,_6„ 14'-5" 13'-1" 10 24" 23,_0„ 20'-10" 20'-10" 18'-9" 20'-6" 18'-2" 16" 19' 1" 17'4" 17'4„ 15'-6" 17,_1„ 15,-4• 16" 27,_0„ 24,-6„ 24,_6„ 22,_0" 24,_2" 21,-4„ 10 .032 .032 24" 15,_6,. 14'-7' 14,_2„ 12'-8" 13'_11" 12,_3„ 24" 22'-0" 20,-0„ 20,_0„ 18,_0„ 19'-8". 17,-4„ 042 16 26'-4" 23'-10" 23'-10" 21'-6" 23'-0" 20'-10" 024 16 15'-2" 15'-2" 15'-2" 15'_2" 15'-7' 15,_2„ 042 16 21'-0" 21'-0" 2V-0" 21'-0" 21' 0" 21'-O" 24" 21'-6" 19'-6" 19'-6" 17'-6" 18'_g' 17'-0" 20 24" 174" 174„ 12'4„ 12'4„ 12,4„ 12,4„ 20 24" 17'-2" 17'-2" 17'-2" 17' 2" 17,_2„ 17'-2„ 16" 10'-8" 10,_8„ 10,_8" 10'-8" 10,-8„ 10'-8" 16" 20'-2" 20,_2" 20,4" 20,_2" 20,_7, 20,_2" 024 .032 24„ 24„ 8,_9„ 8'-9" 8--g- 8,_g, 8'-91- 8'41 16'-6" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6" 16" 14'_3„ 14,_3„ 14._3„ 14,_3„ 14,_3„ 14,_3„ 16" 12,_5" 12,_5, 17.5„ 12'-5' 12,_5, 12'_5„ 16" 17,_3„ 17,_3„ 17'-3" 17'-3" 17,_3" 17'-3" 20 .032 24„ .024 .042 11 _8 11 _8„ 11,_8„ 11,_8„ 11,_8„ 11,_8" S0 24" 10'-2' 10'-7' 10'-2" 10,_7, 10,_7, 10,_7, 30 24" 14,_7, 14,_7, 14,_7, 14,_7, 14,_7, 14,_7, 16" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 16" 16'-T' 16'-T' 16'-T' 16'-r, 16'-T' 16'-T' .042 24" 16,_1„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ .032 24" 13'-6" 13,_6„ 13,_6„ 13'-6" .024 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-1 D" 8'-10" * ENGINEER'S NOTE: WHERE SINGLE RA WN, DOUBLE RAFTERS WITH 3" MAX. SPACING 24" 7'-2" 7'-7' T-7' 7'-7' 7'-7 7'-7 BETWEEN MAY BE USED AT 32" D.C. SINGLE RA SP NS ARE NOT EXCEEDED. 1• C�QA� 30 .032 24" 9'-T' 9'-T, 9'-7" 9'-7" 9'-T' 9'-T' V 3 Z r PROJECTION 16" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" _ 042 3,_3., ~ NO. 7� 8 i O.H. SPAN 24" 13._3„ 13'_3" 13,_3., 13,_3„ 13,_3„ 1,3 TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) 3,H, 6 '7 8 910 11 12 13 14 15 16 17 18 19 - h 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 , TRIBUTARY TRIBUTARY= 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 11 WIDTH 12 SPAN + O.H. zz 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 12 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 13 NOTE: TRIBUTARY ON MULTIPLE SPANS IS 4 - - - 9 9 10 1 10 11 11 12 12 13 13 14 14 14 EQUAL TO CENTER SPAN TO CENTER SPAN 11 11 12 1 12 13 13 1 14 1 14 15 15 15 I.C.C. E.S. EVALUATION -DRAWN BY: KK TOM CAMBELL`& ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG BY . SHEET REPORT NUMBER DATE: 10/2312007 COMlAERCWL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. ER- SCALE: NONE ALTA LOMA, CA (951) 7a1-2107 RAFTER SPANS HORIZ. VIAND = 8269 ALPINE AVE., SACRAMENTO, CP. 95826 6 � a c9 as» REVISED BY: KK. 8 D.P. 90•.100 8 110 MPH (916) 452.7021 FAX 403.1519 sales@duralum.com PANEL FASTENERS T 24" — 24" TRI=V' PAN L l = PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 12" x 3 112" W PANEL Ll = PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. El #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 90/100/110 MPH .075" 750" EXPOSURE B & C .860" 1 265" -L�ll - 0" 07 ' 40" .00" R9.250 OPTIX0 PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL SKYLIGHT DETAIL SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8"x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6 PANEL SPANS / 8" PANEL SPANS t=.020" t=.024" t=.032" 1 t=.040" 6" 8" 6" 8" 6" '8" 6" 8" 10 10'-2" 12'-9" 13'-4" 14'-7" 20 8'-10" 10'-3" 11' 4" 12'-3" F? 30 7-1" 8'-4" 9'-10" 10'-8" No. t 9 8 �, Exp. 9( USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS i CN11' �1�P OFC LIVE LOAD = 10, 20630 ps1 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 12 ii p,c ER- • L.L.= PSF 90- MPH HORIZ. \HIND = 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. FAX 4031519 �O0 NO GF07d 7, 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2rvs 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. I.C.C. E.S. EVALUATION REPORT NUMBER ORAWN BY: K.K. DATE: 10232007 SCALE. NONE TO 'CAMBELL 8 ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LIVE LOAD = 10, 20630 ps1 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. SHEET ER- REVISED BY.KK d D.P. ALTA LOMA, CA (951) 741.2107 PANEL FASTENERS HORIZ. \HIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 4TO. C 95826.com 1(916)452-7021 5 OF 29 _ 90, t00 8 110 MPH FAX 4031519 �O0 NO GF07d 7, COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS =t 3.00"SQ. I� 1- 300" SQ3.00" SQ. .032" I I #10 SMS .. If G=3"SQ.xt=.188" — 24" Q24"O.C. EA SIDE 0 H=3"SO.xt=.250"II c 6.5'. O075"_ b J =4"S0.xt=.18811 3" Q32" 14"R K=5"SQ.xt=.188" —~ I Trp .040" ALUM. 032" .048"STEEL .024" 28 O O 3.0".4.0" OR 5.0" O 5/8" PLASTIC PLUG 3" SQ. ALUM. POST ; 3 SQ. ALUM. PO T O 30 L MAG POST SQUARE WITH!S,IDE PLATES- D A M '. s 3" SQ. ALUM:. POST STEEL POST ALUM. ALLOY 3004-H36 3" SQ STEEL POST ALUM: ALLOY3004 H36 ALUM. ALLOY 6063-T6 ASTM A653 SS GRADE 40 ALUM. ALLOY 3.00" OR Q�QFE 6063-T5 2.40" 2.0,. ,�C� �• CAS. 1.375" .56'• 2 FLANGES O CL7/16"OHOLE 21/8"APART 75" C ASTM A653 SS GRADE 40 STEEL 7'725" 421 NO. %9 8 .75" BASE FLARES Exp. 157"TO 3"WIDE EA. /�p/1.60" TYP — __ _SIDE OF FLANGES �y c it. Q` 1.5 USE FOR 3" 'y%�► INSTALL WASH. PLATE 090 TMP POST'ONL•'Y 5.50" �c 1%- x 5/16"x 5}4" WHEN USING (11-7/16"0 HOLE 1N 170 MPHWIND AREA & 2-3/8" HOLES 2- 5/16"0 HOLES TYP. EA. SIDE 2 .070. BRACKET, FOR 3" POSTS ALUM'T" BRACKET f STEEL "T" BRACKET 5 ALUM. ALLOY 6063-T5 "H" BRACKET (3)-3/8" LAG SCREWS OR (4) -1/4" -LAG SCREWS (2.5" PENS .: INTO`WALL ) I 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER RAFTER BRACKET • s~ DRAWN BY: KK TOM CAMBELL & AS56CIATES,'INC. 2 1/8" 2 1/8" LIVE LOAD= "T" BRACKET 7/8"Q REPORT NUMBER 3"SQ, POST W/ COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN r 10, 20 8 30 st P (2}#12 SMS EA. 8 OF 29 ER- SCALE: NONE E POST TYPES SIDE OF POST OR 6269 ALPINE AVE., SACRAMENTO, CA 95826 oa "o crmAma REVISED BY:.KK. D.P. 2„ 1/4" M.B. THROUGH 90,;1008110.MPH _, (9.76)452-7021 FAX 403-1519 sales@tluralum.com POST 7 GA. PL. (.18") 11/16"0 ROD 3/16" 1040 STL. AUGER PARTS PAINTED 20" "RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKE OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. OR ELECTROPLATED PER SIDE ( 2 -TOT.) 4" DIA. 9 GA. ASTM A-36 HELIX 3/76" NOTE: SINGLE PASS WELDED AUGER ANCHOR MAY BE USED WTH 3"SQ. ALUM. POST ONLY. NOTE: STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED. STRUCTURE ONLY. eec-rnnlr--- e1:en.onca.coerinlr_•Tec�:�:ceio: eoerinir_ ALUM POST 1(2"x 2 12" 7 GA. STL. 'LT ASTM A36 16"x7 GA. :EL PLATE TM A36 AUGER PARTS PAINTED "RUST-O-LEUM" OR EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED SINGLE PASS WELDED STEEL FOOTING O I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & AS56CIATES,'INC. LIVE LOAD= PATIO'COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN r 10, 20 8 30 st P DURALUM PRODUCTS, INC. 8 OF 29 ER- SCALE: NONE ALTA LOMA. CA (951) 741-2107 POST TYPES HOR2. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 oa "o crmAma REVISED BY:.KK. D.P. 90,;1008110.MPH _, (9.76)452-7021 FAX 403-1519 sales@tluralum.com HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50'n WALL 0 r' `n FASTENERS ROLLFORMED HANGER 01 .281" ALUM.ALLOY 6063-T6 060" . B EXTRUDED HANGER CHA EL R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \ ., ALUM. PANEL 2x OR) 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING FAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION O2 WALL FASTENERS SEE TABLE .25-R 0 All W SMS PANEL LOCKS OR AB SMS ATEA. CON -TACT zoo�`� J CONTINUOUS A. RAIL ROOF PANEL 3 (WHERE OCCURS) ALUM.ALLOY 6063-T6 910 SMS @ EA. CONTACT W WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER 2.740" I 7T= 060" w WALLFASTENERS Iv 0 SEE TABLE OVERHANG LL=10 0 > .17 APPROVED 3' OR 4- a INSUL ROOF PANEL o EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD AT MASONRY OR OVERHANG LL=10 16" O.C. CONCRETE 2" x 4" FULL OR 2 x 4 FULL OR 16" O.C. LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 4.-5.. C E H H J J K 90 JELL=20 C E HK 2'-0"- 110 2"x6"FULL OR 2"x8"NOTCHED C G H H J J K 17'-5" 9'-1" 5'-6" 2"x8" FULL 24" O.C. DESCRIPTION OF LAG SCREW SEE NOTE BELOVVj 23'-1" zzA=1/4"0x1 1/2"@12" O.C. E=3/8"0x2 1/2"@16" O.C. J=1/4"0x1 1/8"@16" A.B. waw B=3/8"0x1 1/2"@16" O.C. F=7/16"0x2 1/2"@16" O.C. K=1/4"0x1 1B"@12" A.B. ¢N LLZ75�: C=3/8"0x1 1/2"@12" O.C. G=7/16"0x2 1/2"@12" O.C. D=7/16"0x1 1/2"@12" O.C. H=3/8-0x21/2-@12-O.C. EXIST. RAFTER 3/16" 0 STEEL ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4" FULL OR 2 x 4 FULL OR 16" O.C. V-6" 14'-5" 7,-T. 4.-5.. 2'-0" 8.-5" 4.�.. 2,A" 24" O.C. V-6" 8'-2' 4•_3•• 2, 5,. 2'-0"- 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-5" 9'-1" 5'-6" 2"x8" FULL 24" O.C. 2'-0" 23'-1" 22'-1" 13'-5" )VV 1 t: 1U, LU & 3U L. L.= 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.0 ) USE (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.0 >r10 SMS T&B 1.880" � 12" O.0 NO. 79vwr-14 i ExP. c1vk 10# LL.=(2)#8 SMS EA. SIDE l 2'2s I 0--)20#/30#L.L=(2)#10 SMS EA. SIDE I 3/4" OR 1 1/2" TI 2x6 1/2" 5" MIN, OR 8" I RAFTER 13/4" OR 1 1/2" 2-920x3- WD. SCREWS Ll =20 & 30 PSF 24142 3/4" WD. SCREWS ALL OTHER DESIGN LOADS. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN RAFTER TO ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 & 11 1.2. WALL CONNECTION I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM.CAMBELL & ASSOCIATES, INC. REPORT NUMBER SCALE: NONE 07 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL ER- SCALE: NONE AND BRACKET REVISED BY: K.K. & D.P. ALTA LOMA, CA (951) 741-2107 ATTACHMENTS 8" 3/16" 0 STEEL 0 0 1/4"0 HOLES,TYP 8 O O NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE I TO DRAIN TYPICAL BRACKET AT EVERY 2, 1 va" tPATIO (3�#1 3 12' W.S t }#10x1 3/4" MAX DIST \ TO FIRST POST COVER SUPPORT COVER BEAM OR WALL. EAVE LENGTH 12.-0- "L" MAX. SHINGLE �I 2x6 OR 2x6 LEDGER X\ RAFTER tPATIO (3�#1 3 12' W.S t }#10x1 3/4" F COVER ONOTE PLACE "SIKA FLEX- OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP SHINGLE ROOFING TO PROVIDE SEAL NOTE BRACKET BE MOUNTED O BRACKET CONNECTION MAY BELOW W RAFTER W/ SAME CONNECTION'S. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 10. M & 30 Pst DURALUM PRODUCTS, INC. SHEET HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 7 OF 29 90, 100 & 110 MPH (916) 452.7021 FAX 403.1519 sales@duralum wm NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED I.C.C. E.S. EVALUATION COLUMN/ POST TYPES 8' SURrA' CE MOUNT AND EMBEDMENT DETAILS TOM GAMBECL'&ASSOCIATES, INC. ALUM:TBRACKET USE WITH REPORT NUMBER DATE: 70n32007 SCALE: NONE ' POST TYPE B.C.O. OR E. COLUMN SURFACE MOUNT STEEL POST ONLY: PATIO COVER SYSTEM AS MFG. BY: DURALUM' PRODUCTS, INC. SHEET "T' BRACKET sTEEL.TBRACKET USE WITH ; USE POST TYPE I (3)-5/8 HORIZ. WIND = ]j§16).452-702j,FAX403-1519 @ 3"SQ. POST W/ POST TYPE B.C,D,E F.G.H.J OR K. , F. G. H, J OR K FOR POST TYPE J 3"SQ. POST3" (2)-#12 SMS EA. SO. POST aLUM.TBRACKE7, NO. GFO]LC], I SIDE OF POST OR USE (2}1!4'0 x 3314' HILTI I IKWIK 1/4" M.B. THROUGH BOLTS OR EQUAL 12 DEPTH OF I I I I (2)-12"OBOLTS 16" INSERT R ' POST SEE NOTES BELOW STEEL.TBRACKET: USE (2)•318'0 HILTI KWIK FOOTING OR I I 12" MIN. EMBD. I I ALL OTHER I CONDITIONS 4 x .188" 5 (2)-1!4"0 HILTI "KWIK"' BOLTS OR EQUAL - I ASTM A3 BOLTS, OR EQUAL, EACH BRACKET TO ;':-' I "' t, STEEL 7_0 SLAB. ('PER ]CC E.R.4627, EMBEDED tF1 C - ?0"SQ.BASE PLT 2 1/2" MIN., & APPROVED FOR 325# PULL OUT) G LL w -.:'• ;'� ui 12"SO.BASE PLT DEPTH n Lu ,.L:':' = 18"SO.BASE PLT SLAB SHALL BE IN a POURED CONCRETE � >,•::'. ',' = V 3116" A TMA36STE E. GOOD CONDITION FOOTING SEE NOTE _ ' ' a •::'.'; w 3" SQ. POST (STL) 3 1/2" MIN. FOR SIZE SEE FOOTIN (1}72"OM.B. x9" LONG, t' SQUARE OR FLUTED OR 4" SQ. POST (STL.) SCHEDULE QUAR FROM END SEE FIGS. INSERT—'U' EXISTING SLAB, O7 3" SQ. POSTS TO CONC. FOOTING 8O OF POST SCHED. S�NTO FPOST GMBED. 9 O PL.1/2'THK. 11n" 7•• 1117• 112" JA 9'• f Fl112'. 2.. 14.. 2.. ATTACHEDW�_LDED ATTACHED ONLY NOTES. STEE�BAS� U46LBASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANCHOR..BOLTS PLT. SIZE MAYBE USED WITH POST TYPE. SEE SHT. 1. DO NOT USE ALUM. T BRACKET VNTH 3X8 8M. WANSERT, MAG. BEAM. 4' OR CUBE SIZE SO. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 10'SQxtn' B. C. F, G 12'SQx12' B. C. D. F. G, & H 18" 18" SQ. 12" BOLTS 7- I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X 18'SQx/2 B• C. D. F. G, 8 H 20" 21" SQ. 12" 23'& 24' CUBE (2)-112"0 PULL-OUT- 825# MAX. EACH 3 112" 22" 25" SQ. 16" 25" - 30' CUBE (4)-12"0 PULL-OUT= 625# MAX. EACH 3 t2 X KET. AT STEEL -r 3. POSTTYPEF DO NOT USE:STEEL"r 24"26" 32" SQ. 23" 31"-34'CUBE UT (4)-5/8"MUULLL-0CH q \ FREESTANDING BASE PLATE ANCHOR 28" 35" SO. 25" 35' - 39" CUBE (4)-3WO PULL-OUT= 1375# MAX. EACH 8" BRACKET W/ T' I -BEAM. QpFESS/ 30" 39" SQ. 28" BASE PLATE ANCHOR BOLTS (SIZE & TYPE) 32" 43" SQ. 30" 40" - 42" CUBE (4)-1"0 PULL-OUT= 1835#tMAX. EACH B' 10'x10'x 1/2' (a} 3/4'0 x 8" EMBEDMENT HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627, 34' 47" SO. 32" NOTES: BOLTS SHALL HILTI IK 36" 51" SO. 34" IN OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER ION REQUIRED I.C.C. EVALUATION � (,`^ � ��PS q/� �A PULL-OUT VALUE=1875# EA. 38" 55" SQ. 3T' SERVICE INC..ER #4627 CDM ! t✓ 12"xl2"x 1/2" (4)- 1"0 x 9" EMBEDMENT HILTI SS KWIK BOLT -II 40" 60" S0. 38" 42" 64" SQ. 41" No. 7948 ' up 3 � "`F' PER I.C.C. E.S. #4627, PULL-OUT VALUE=1995# EA. 44" 69" SQ. 43" ' CUBE FOOTING 149 3 1!2" SLAB CM` 18"x18"x 1/2` (4)- 1'0 x 6" EMBEDMENT HILTI SS KWIK BOLT -II PER I.C.C. E.S. #4627, _ PULL-OUT VALUE= 3740# EA. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM GAMBECL'&ASSOCIATES, INC. REPORT NUMBER DATE: 70n32007 SCALE: NONE ' COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT LIVE LOAD- 1Q20&30 ps( PATIO COVER SYSTEM AS MFG. BY: DURALUM' PRODUCTS, INC. SHEET ER- REVISED BY: K.K. & D.P ALTA LOMA, CA (951),741-2107 AND EMBEDMENT HORIZ. WIND = ]j§16).452-702j,FAX403-1519 8289 ALPINE AVE., SACRAMENTO. CA 95826 9 OF 29 90, 1008.110.MP.H sales@Auralum.com NO. GFO]LC], HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP I GUTTER EXT. CLIP. 2.00" SPLICE WHERE —� 1.79" OCCURS ul (D 2.57„ 2.19" 8" z od 2.0 �- �LTwy5p 2.93" — .0 38" R.F. GUTTER i 2.7- FASCIA -ALUM. ALUM. ALLOY ALLOY 3004-H36 A 6063-T6 6.5" ROLLFORMED 4.5" GUTTER 1-3-1 r7 I SPLICE WHERE- OCCURS HERE OCCURS 070" TYP. ALUM. ALLOY 6063-T6 O F 4" I -BEAM ALUM. ALLOY 6063-T6 7" I -BEAM SPLICE WHERESPLICE WHERE I OCCURS OCCURS 4,- 4 6- 2 I 'TTYP. 0 O 3.0" If- - r -- I-- MAX. 3" e 1 - I 8" .047' ALUM ALLOY 3004•H36 O ALUM. ALLOY 3004-H36 - f OR EQUAL OR EQUAL 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O ALUM. ALLOY 6063-T6 O MAG. GUTTER C Q pFESS No. 37948 . 12,1 -za1 t)-7 625" T=14 GA. 7.875" ASTM A653 GRADE 50 I 625" -- I 2.875" O 3 x 8 BEAM STEELINSERT ALUM.ALLOY 6063-T6 MAG BEAM 3.00" SQ ___I1.00" 1 14"R TYP. .048" L.28" ASTM A653 SS GRADE 40 O 3" SQ. STEEL BEAME I' _11 30" I �— MAX. � 2.. . If s --� .042,. 8.0" —_ 032' 1 ALUM. ALLOY 3004-H36 ALUM. ALLOY H36 OR EQUAL J OR EQUUALAL DBL. 2 x 6.5 BEAM 3 x 8 BEAM O ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY' REPORT NUMBER DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20830ps1 DURALUMPRODUCTS, INC. SHEET ER- SCALE: NONE REVISED BY: KK. 8 D.P. ALTA LOMA, CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 0269 ALPINE AVE., SACRAMENTO. CA 95026 10 OF 29 JOB u0 GF01� 67+ 901., 100 8 110 MPH (916) 452-7021 FAX 403.1519 sales@durdlum.com OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM. OR HARDBORD ) i 2s12'x 12" S.M.S. EACH SIDE OF 3' SO. POST (4 -TOTAL) ALTERNATE' 1140 BOLT W/ WASHER - EA SIDE OF 3" SO POST I5n I + t 10" 75 I O d iso I i _+� 2.35/ 3 SO POST - JO POST CONNECTION -DETAILS DRAWN BY: KK- 3" x 8" x .042" BEAM, LIVE LOAD = PATIO COVER SYSTEM AS MFG BY: 3" SQ. STEEL OR REPORT NUMBER lo MAG BEAM. BEAM 0 POST 10, 20 & 30 st - P DURALUM PRODUCTS, INC. #10 x 1/2" S.M.S. TOP ER- SCALE: NONE & BOTT. (2) -TOT. ATTACHMENT EA. SIDE OF 3" SO. POST ROOF PANEL oe No crma74 .� ROLLFORMED OR - , , - 90. 100 & 110 MPH.. EXTRUDEDGLITTER (4)-#14 SDS @ EA. SIDE FASCIA/ TOP & BOTT. TOT.=16 #10 S.M.S. @12"O.C. 6 1%2"x2"x ma^RAFTER 2-010 x 12" S.M.S. EACH SIDE OF 3' DRAWN BY: KK- TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG BY: SHEET REPORT NUMBER SQ. POST (4 -TOTAL) ALTERNATE: 114'0 BOLT WI WASHER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 0 POST 10, 20 & 30 st - P DURALUM PRODUCTS, INC. ' 12 OF 29 ER- SCALE: NONE ALTA LOMA, CA 195¶ 741-2107 ATTACHMENT EA. SIDE OF 3" SO. POST 6269 ALPINE AVE., SACRAMENTO, CA 958:6 oe No crma74 REVISED BY: K.K. & D.P. , - , , .;:... ..:. 90. 100 & 110 MPH.. (916) 452-7021 FAX 403-1519 selesLAduralum.com 3-X 3" ALUM. OR STEEL POST - OO- 03 .240" 3" SO POST A 14 GUTTER FASCIA H - BRACKET TO POST MAG BEAM 3"SO. STL. BEAM o' SO. POST } 13 ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-H24 1.50" 1.50 28" 3„ 2.. .28" 2,. 21, P1 2"x3" LATTICE TUBE .� ,1.1/2"SQ. OtCE� R P2 LATT-V _ �»8 x 2 "SMS, 2 1/2" (\ OR 3 112", TYP. 1 1/2" OR 2" SQ. OR 2"x3" LATTICE @ 3"O.C. MIN. UP TO T'O.C. MAX. — RAFTER LATTICE TUBE TO RAFTER I - 17 >' I N0. 79 8 Exp.3 31 ,* C k 1\Q OFIC �. 12_6a 16 \)-#10 S.M.S. EA. SIDE (4) -TOT. . F410 S.M.S. TOP & BOTT. (2) -TOT. • 1 1/4" 4 6 1/2" ALUM. BRACKET X 'A 'T., [ 1 " RAFTER "TAIL" TO GUTTER 3.125" FOR 3 x RAFTER 2.125" FOR 2 x RAFTER ; 1 1/2" t = .040" 6063-T6 t = .040" 3004-H36 ALUM. (4) #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 11/2" IN. O 7 ( (4) ;�#8 x3/4' T_EKSCRE WS' BRACKET TO BEAM "U" BRACKET - RAFTER TO BEAM 18 I.C.C. E.S. EVALUATION DRAWN BY: KK- TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG BY: SHEET REPORT NUMBER DATE: 10232007. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 0 POST 10, 20 & 30 st - P DURALUM PRODUCTS, INC. ' 12 OF 29 ER- SCALE: NONE ALTA LOMA, CA 195¶ 741-2107 ATTACHMENT HORI2, IM10 = 6269 ALPINE AVE., SACRAMENTO, CA 958:6 oe No crma74 REVISED BY: K.K. & D.P. , - , , .;:... ..:. 90. 100 & 110 MPH.. (916) 452-7021 FAX 403-1519 selesLAduralum.com SIMPLE SPLICE T. S' 3" I 1"I 1'} SPLICE DETAILS (1) FULL MOMENT BEAM TO POST DETAILS 12 I (2)#10 SMS.Cd EA VALLEY.*TY� 10 S M S (6 TOT II #12 S.M.S. (TYP. THICKNESS =.035' (24 TOT II TYP. THICKNESS =.035" 6.38" II ==— I1 II + jj 13 It + + ++ + + + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED dE 1___=t3 NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS L.J. NOTCH I -BEAM FLANGE SPLICES - ROLLFORMED & EXTRUDED FASCIAS AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SO. POST,CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY 3E USED. (6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0 TL. C -BEAM THRU-BOLTS 3 � TOTAL= (8}1/2"0 BOLTS I I —....... --.................. ..�_............. ... SO. POST ESS/ 0 0 BEAM TO POST CONN. SPLICE WHERE 4u OCCURS --.070" TYP. u Eel Exp. ►yfM %/`t' #12 METAL BACKED, ALUM. ALLOY j� .rrS�+' NEOPRENE WASHERED 6063 T6 `t Q �`�� i TEK SCREWS 8"O.C. 'qAAX. STAGGER IN BEAM 4" I -BEAM 3'-0" I Z v' ROOF PANEL FLANGE MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY bE USED SPLICE WH occur 4-X3: ALUM. "1" BM. OR (4}1/4"0 M.B. BEAM 7"X4" ALUM. "I" BM. /% TO BRACKET 2- 3/8"0 M.B. THRU STL 'T' BRACKET TO POST. € POST, SEE SCHEDULE .._................._.._..................................., ....................._._. ....._....__.._._...._...... ALTERNATE BEAM TO POST CONN. ALUM.ALLOY 16" 1" 6063-T6 7" I -BEAM 3'-0" MOMENT CSPLICE I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMSELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 10!2312007 SHEET REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ems`^^ 10, 20 a 30 psr DURALUM PRODUCTS, INC. 11 OF 29 ER- SCALE: NONE SPLICE DETAILS REVISED BY: K.K. B D.P. ALTA LOMA, CA (951) 741-2107 NORIZ. WIND = 8269 ALPINE AVE,. SACRAA4ENT0, CA 95826 90„ 100 8 110 MPH (916)452- 1 FAX 403-1519 sales@du lum.eom 'os NO. uF07m74 �rl 1'0# L.L.. TOO MPH FREESTAND.&:ATTACHED-C�PRN71• ATTIC'.F PATIO- ' i 91 nQ I rZcc �Yo In F FIG ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. FOOTNOTE:- URE } -3" SQ. STEEL BEAM, DBL. 3"x8"x.042"BEAM �. DBL -.2"x6 5,'x.032',LBEAM 3"x8" BEAMW/I.NSERT O z `n � OR 3;X8 BEAM° I - > MINIMUM NO. OF POS -_ - � '¢—I=— m O U v g MAX.POST FREESTAND ATT. MAX:POST FREESTAND - A17. MAX -POST 'MAX:POST FREESTAND ATT. FREESTAND ATT_ 1¢- i FOOTNOTE: ¢ 'Zo IL z mwo SPACING SPACINGSPACING FOR DBL. SPACING 3 FOR 3" x 8•' MAX.POST o FTG., MIN- POST FTG. FTG. FTG.: MIN. FTG.SPACING POST TYPE 1 POST TYPE TYPE (IN.) 7GpMIN. OT YPE . (IN.) 2" x 6.5x.032" BEAM 7" r (IN.) POST(IN.) TYPE (IN.) FTG. (IN.) • POST TYPE FTG.¢� (IN•) EXP. B EXP. C EXP. B EXP: 4 � 25-4 1T-4" 30 G 22 23'-7^0 35 G 23.15, 7^ 16'x" 30 31, 0,. � _ " 8 4._0.. 4._7,. .: GT 20 a" 35 G 27 s 2 2 . 2. 2 ` 5' 20'-3" 16'-1" 4'-10" 30 G 23 21'-1^ 18'-5" 35 G 24 13'-1 ^ 14' 6" 30 G 21 27---9' 35 28 2 3 2 ..12'-6" 13'_1„ q'_9„ G 7. 2 6' 16'-10" 15'-2^ . ' 30 G 24 19'-3" 35 G 24 ` 12'-8" 13'-4" 30 G 21' 25'x'' " 35 28 2. 14'- 6'-10" 11' 5" 1'-11" 2 7 G 8' 3 2 2 7' 14'-6" 14' 4" 30 G 25 17`10" 30 G 25 -.11,_9,• 12'-4" 30 22 23'-5" 35 29 13'-3.. 15'-7" 10'-7" 11'-0" G G 9 3 3- 2 2 8' 12'-8" 13'-s" 12'-8" 30 G 26 1s' 8" 14'-7" 30 G 25 . 1i' -o' 11, 7.. 27..22 +2t'-�1° 35 G 30 3— 13'-3" 15'-s" 9' 1 1 ,�„G _7' 10. 3 2 2.. 9' . 11'-3" 2'-2" 30 G 26 30 G 26 110'-4" 10'-1 27 G 23- -20'-8" 35 . 30 g _g g �., 9,_g.. 18'-5" G „ 3 4 2 2 10' 10'-2" 12'-s" 30 G 27 1 a'=113 3.p.. G 26 ' 9'-10" i o' 4" 27 23` 19''7^ 35 31 „ 1 , 9 -3 G G , 2, 3 . q 2 2 11' 9'-3" 1 z' 4" 1-q„ 30 H 28 14'-3° 30 H 27 .,9.-4„ 9'.10„ 27 H 24f -'18!'l . 35 H- 32` to 4 12'-5" 8 5„ - 8'-10' 1 " 4 2 3 - 12' 8'-5" 12'-0" -1" 27 H 28 13'-8" 30 M . `27 . s'-0" 9'-5" 27 H ' 24: °17;_1. „ 30- H r-11' „ 6' 0^ 32 ,a 4 5 2 3 13' 7'-9" 11'-8" -9" 30 H 29 - 1 i' -s., 30 Fi ` 28' '8=8' . 9'-1" 30 H' 24. 17' S,_q 30 H 32 ,s 4 r -s" 8'-l" 5 3 3 14' 7. 3.. 11'-5" 30 H 29 7w�' 30H 28 8,-4„ 30 H 25 . _16,_x..30 H 33 ,s 4.8'-9" 7'-6" 7'-10., 4 s„ 5 3_ 3 15' 6'-9" 11'-2" 10'-3" 30 H . 30 2'-2" ,8:. 30 H 28 '8'-0" 8'-5" 30 H 25.16-0 30 33 »' S 10 _ 14'.3" H 6 3 3 16' 6'-4•, 101 1 30 30 11'-9"0 4 30 j 29 'T -V,• 8'-2" 30 J 25 ,15'-6" 0- 34 7'-4" 3'-10' J 18'5 6 3 3 17' S'-11" 1o' -e" 30 j 30 1 30 29 -7'-6^ T-11" 30 25. 34 10 0,-0„ 6'-9" - 7'-1 " .� . 13'-5 . .30 . J , 9 5 6 3 3 18' 5'-8" 1 o' -s" 30 31 1.1._2.. 30 29 7 �„ . 7'�" 30 J 26 147,. . 30 34 ' s'-9'. 6'-7" 6'-10" -- 13' 1^ J 20' 5 6 3 3 19' 5'-4" 10,x„ -6" 35 31 10'-1 35 29 7._2„ 7'-6" 35 j 26 14'-3" 35 35 s' 6" 6'-5" 6'-81' 12'x' : J FOOTNOTE: HEADER ' AND OR MIN. NO. OF POST , - 20' S,_1„ 10-2° 35` J 31 10' 6" 35 30 6'-11'.' T-4" 35. 26 13'=10" 35 �" 9'-3" 6'-3" 6' " I 2 -4' 35 REQUIRED ALLOWABLE OR SPACING SLAB LESSER MUST MUST SPACING BE USED EXCEED - INDICATES "SAMPLE" EXPOSURE 8 �OFEw�Q Q FOOTNOTE: ' FIGURE INDICATES EXPOSURE C - ��`PCj �• CAv - COL. TYPES 1 =.024" SIDEPLATES. USE ON CONC. SLAB ONLY NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & ' SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWNBY:K.K. - REPORT NUMBER DATE: 10/2312007 ER- SCALE: NONE , REVISED BY: K.K,a D.P. :TOM-CANIBEL��B-AS§OPIATES, IN COMMERCIAL AND RESIDENTIAL STRUCTURAL ALTA LOMA• CA (951) 741.2107 2� - .— — w,ivly �,UrvL. aLv,rj uK rUOTIN- - No. 79 8 $ Exp. CNII. QFC ICE • "LIVE ignD= PATIO COVER SYSTEM. AS MFG. BY: - ACwCrrABLE 10, zo L,',AD ost DURAIUM PRODUCTS. INC. SHEET ' --- EESTANDING 25 OF 29 AND ATTACHED HORIZ. `MND = 9269 ALPINE AVE.. SACRAMENTO. CA 95626 10 O LL 100 MPH-,; SP. ?o0 3 t,0 MPH (076) 452-7021 FAX 403-1579 salesdDdurelum.mm JOB NO. GF07-W74 10# L.L. 110 MPH FREESTAND:& ATTACHED OPEN. LATTICE PATIOS 12' OR LESS EXP. & C } 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL2 x6.5"x032" BEAM 3"x8" BEAMw/INSERT OR -3 x8 BEAM > MINIMUM NO. OF POST z mO FREESTAND ATT. FREESTAND ATT. MAX.POST MAXPOST FREESTAND AT. FREESTAND ATT. FOOTNOTE.o U<- MAX.POST MAX.POST MAX.POSTz SPACING SPACING SPACING SPACING SPACING m POST TYPE 1 POST TYPE 2 a z FTG. MIN. FTG FTG. MIN. FTG. FOR DBL. FOR 3' x 8" FTG. MIN. FTG. FTG. MIN. FTG. of (n O (IN ) POST POST 2' x 6.5X.032 BEAM POST POST r TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 4' 254" 16':-!6K' 32 H 22 22-0 37 H 23 1 a'-1 " 15'-7" 32 H 20 29'-6 ,_g„ 37 H 27 s 2 2 2 2 0'-0" 3'-6" 14'-2" 5' 20'-3" 15' S'4-5" 32 H 23 19-1 _10" 37 H 24 13'-1' 13'-1 32 H 21 26'- 37 H 28 7. 2 3 2 2 12'-1" 12'-7" 3-11' 6' 16'-10" 14'-6'3, 7„ 32 H 24: 18'-0" 32 H 24 12'-2" 12'-8 32 H 21 24'- i"' 10' 37 H 28 B 3 3 2 2 6'-3" 11'-0" 11'-6" 7' 14'-6" 13'-12'-11" 32 H 25' 16'-8" 32 H 25 11'-3" 11'-9" 28 H 22 22'-a"o _3 37 H 29 9' 3 3 2 2 10'4" 10'-8" 8' 12'-8" 32 H 26 15'-7" 32 H 25 10'-6" 11'-o" 28 22 20'-1 " 37 30 3 12'-4" 14'-1" '-11' H 10 4 2 2 9' 11'-3" 12' 8" 32 H 26 14'-8" 32 26 9'-1 r' 10'-4" 28 23 19'-8" 37 30 „' 3 4 2 2 0" 3'-4" H s' -o" s' -s° H 7'-10' H 10' 10'-2,. 12'-3" 32 H 27 13'-1 32 H 26 s'-5" s' -1o" 28 23"'18'-8" 37 31 12, 4 1'-5" 12'-8" H 6'-11' H 4 2 3 11 9'-3"11'-1 28 H 28 13'-3" 32 H 27 g,_0,. 9'-4" 28 H 24 17'-9" 32 H 32 13' 4 5 2 3 11'-2" 12'-0" 16'-2" 12' 8'-5"11'-6" 28 H 28' 12'-8" 32 H 27 8'-8" 9'=0"28: H 24. 17'-1" 32 H 32 14• 4 0'-9" 1'-6" _ 5 3 3 13' T-9" 11'-3" 32 29 12'- 32 j 28 8'-3" 8'-8" 32 j 24 16'-4" 32 j 32 is, 4 0-0„ 11 _1" 7,-6 7'-10" 14'-10' 5 3 3 14' T-3" 11'-o" 32 , J 29 11.01 1 32 j 28 8,-0„ 8,-4„ 32 j 25 15'-9" 32 j33 16' 5 6 3 3 7'-2., 7.�,. 4 15' 6'-9"0 -0,. 32 j 30 11-ao �„ 32 j 28 7'-9" 8'_1„ 32 j 25 15'-3" 1 �' 5 32 j 33 6 3 4 7'-0" 7'-3" 13'-10 16' 6-4„ 10'-6" 32 J 30 11-010.-0 32 J 29 7'-6" 7,_g„ 32 �j 25 14'-s" 32 J 34 1e' S 6 3 4 6'-9" 7'-1' 3'-4" 10'-3" 1 7'-3" 7'-6" 14'-4" 17' 5'-11" g, 7„ 32 30 �„ 32 29 6'-6" 6'-10" 32 25 13'-0" 32 34 ,s' S 7 3 4 18' S'-8" 10'-1" 32 31 10-4' 32 29 6,-7„ 7,-4„ 32 j 26 13'-r 32 34 20 6 7 3 4 9 -5" 9'-5" 6'-4" 6'-8" 12'_7" kd� 37 1o' -r' 37 29 6'-10" r-2" 37 26 13'"6" 37 35 5'-4" g _3 J 31 g'_2" J 6'_2" 6'-s" �. 12'-3" J FOOTNOTE: 9'-9" 37 9'-10" 6'-8" 7'-0" 13'_2" HEADER AND OR MIN. NO. OF POST V. -1" 31 8' 11' 37 J 30 6'-0" S J 26 12-0 37 35 REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING FOOTNOTE- "SAMPLE'. Q OR LESSER MUST BE USED :IGURE INDICATES EXPOSURE B FOOTNOTE: FIGURE INDICATES EXPOSURE C /�� m (y COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY C7 = r COL TYPES 2 =.032" SIDEPLATES. ON CONC SLAB OR FOOTINGS. DDITIONAL FOOTNOTE WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C CD F- No. 7948 r NOTE FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. �t CN`� \P ALTERNATESEE TABLES SHT.9 FOR ATTACHED 8 SHT 23FOR FREESTANDING nc 1% 1 �ZI I n7 I.C.C. E.S. EVALUATION DRAM) BY: KK TOM CAMBELL & ASSOCIATES. INC. LATTICEuvE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE 10232007 COMMERCIAL AND RESIDENTIALSTRUCTURAIENGINEERST SPACING TABLE 10, 20830ps1 DURALUMPRODUCTS,INC. SHEET ER- SCALE: NONE FREESTANDING ALTA LOMA. CA (951) 741-2107 AND ATTACHED T10#LL-.110MPH HORIZ. WND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916)152.7021 26 OF 29 BY: KK 8 D.P. - � 90, 100 8 110 MPH FAX 40&1519 seles(,�duralumcomJOB "O Gfe7C61aREVISED