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08-1462 (PAT)P.O.''BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 08-00001462 Property Address: 47740 DANCING BUTTERFLY APN: 649-030-069-140 -31311 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: HIGH DENSITY RESIDENTIAL Application valuation: 1131 c&tv144Q" Applicant: Architect or Engineer: C ON / 'vV ----------------- LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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 Professionals. Code, and my License is in full force and effect. License Clas : B License No.: 770843 Date: S Z�yContractor: OWNER -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).: 1 _ 1 1, 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 ISec. 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 or she did not build or improve for the purpose of sale.). (_ 1 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 _ 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/22/08 Owner: SCHULTE, CATHERINE 47741 DANCING BUTTERFLY LA QUINTA, CA 92253 ( D n a LIFETIME PATIOS AUG 252008 P.O. BOX 5806 LA QUINTA, CA 92 48 CITYOF AQOINTA (760) 772-0013 FINANCE DEPT. Lic. No.: 770843 ------------------'----------------------------- 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 ENDURANCE REISN Policy Number WEN0015766-01 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 3700 of the Labor Code, I•shall forthwith comply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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 I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this count toe ter upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Agent ; Application Number . . . . .. 08-00001462 Permit . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 29.00 Plan Check Fee 18.85 Issue Date . . . . Valuation . . . . 1131 Expiration Date 2/18/09 Qty Unit Charge Per Extension BASE FEE 15.00 7.00 2.0000 HND BLDG 501-2,000 14.00 ----------------------------------------------------------------------'------ Special Notes and Comments 85 SQUARE FT OF ALUMAWOOD SHADE STRUCTURE OPEN LATTICE PER APPROVED PLANS & 2006 IBC/IRC 2006/ 2007 CBC - ------------------------------------------------------------- Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES -------------- .50 Fee summary Charged Paid Credited --------------------------- Due -------------------- Permit Fee Total 29.00 .00 ---------- .00 29.00 Plan Check Total 18.85 .00 .00 18.85 Other Fee Total .50 .00 .00 .50 Grand Total 48.35 .00 .00 48.35 LQPERMIT Bin # City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # , l � (J- Project Address: - - Owner's Name:CIA We A. P. Number: Address: 1 Legal Description: City, ST, Zip: L Contractor:/ Telephone: (. Address: �� 60,* ��j gQ�j Project Description: City, ST, Zip: 1A QU//ll%,4 CA q"?r 7116269" IR 15 L Telephone: %q- %7,?-,od /3 State Lic. # : 13-77D8415. City Lic. #: 3X59 Arch., Engr., Designer: Address: G► /22 City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: ��'/�s f Sq. Ft.: #Stories: #Units: Telephone # of Contact Person: 7&0 '&bg -Y'701) Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'dRecd TRACKING. PERMIT FEES Plan Sets Plan Check submitted 1j Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans bicked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan tad Review, ready for correctionsrissue 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 b4 /�9 -CLt'FETIME Charles Tunstead Owner PO Box 5H06 oFr-icE: 760.777.2650 ' La Quinta; CA" 92248 ' TOLL FaeE: 800.739.7072 Charles©lifetimepatios.com enx; 760.345.1922 www.lifetimegatioS.Corn , DANCING (-�uT T:C—r2FL� TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 February 25, 2008 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed at the site address noted below, with solid roof panels or lattice purlins, as cited in the attached standard plans identified as Job No. GF07-0674 and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in 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 Design Manual, ADM -01. The standard plans accompanying this letter must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbellecharter. net should you require additional information. Sincerely, pF ss/ CO � 2� Tom Camp ell, PE ~ No. 37948 � Exp. 3/31/09 �CN11. 0&'/, Site Information OFCA1-%F Owner's Name Address City/Town lam- o of l State �� . 9 Z�S3 s PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES (1.;,THEIOSSIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE; AISCEiSE17-05-MINIMUM DESIGN LOADS FOR -BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. MAY 3 0 7.000 %c 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. S. 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 TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED 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 ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, 'FT). SHALL NOT BE LESS THAN ONE (1). 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 VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 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. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 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 CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 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 CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 . DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951j 741.2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 REVISED BY, K K ADP an innAltn MPH rotas A97-7n7i FAX an3.15t4 c 1l 1iTduminm rnm RAFTER, SEE TABLE FOR SIZE AND SPACING MAX. PRDJ. SEE SCHEDULE MAX. D.H. ,�- - 25% OF SPAN OPEN LATTICE TYPES E77STINC@U'cOjHG MAX. P NOTE: THIS OPEN LATTICE -TYPE STRUCTURE DJ. MAY NOT BE ENCLOSED OR COVERED. SEE S SCHH EDULE RAFTER, SEE TABLE FOR SIZE AND SPACING MAX, O.H. / 25%OF SPAN 7 SEE SCHEDULE r ��OG' F � ASS SpgCr , - DATE: 10123/2007 POST -SECTION, OPEN LATTICE 10, 20 8 30 psi POST HEIGHT SEE POST DET L NOTE: EACH COMPONENT IS INTER-pD S 312 -SLAB MAYBE USED <F C HORIZ. WIND- 8269 ALPINE AVE., SACRAMENTO. CA 95826 1(916)452-7021 CHANGEABLE WITH ANY OTHER SFFT SOgC FOCONS SEIE SEE CH OULE MAYBE USED COMPONTENT UNLESS OTHERWISE SHOWN. �(F tiC I SCHEDULE NOTE: EACH COMPONENT IS INTER- ODs TO CONSTRAIN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SFFT SOq q@/FCIyC SCCHEDUGLE EE OPEN BOG COMPONTENT UNLESS OTHERWISE SHOWN. 016 SEE SCHEDFOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE O TYPE "H" FREESTANDING MULTISPAN LATTICE 11 LENGTH OF STRUCTURE VARIES 16 1 f � SFFT OST WITH SIDE- PLATES SEE DETAIL 1, ' , I } - LENGTH OF STRUCTURE VARIES' OAF SpgCi � 3 12' SLAB ATTACHMENT Os Tsp POST WITH SIDE- NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE SFF T��FCNc PLATES SEE TAIL CHANGEABLE WITH ANY OTHERspgOH SE!scHEDULE COMPONTENT UNLESS OTHERWISE SHOWN. I NT 3112MAY FOOTING WHERE REQUIRED, p� TE: EACH COMPONENT IS INTER- pDST SF BE WHERE SEE SCHED. FOR FOOTING CUB _ (� BLE WITH ANY OTHER Sp FT qC� ENT UNLESS OTHERWISE SHOWN. �7F HC ` PERMITTED. BEE SCHEDULE OPEN LATTICE -TYPE PATIO COVER - NOTE: THIS OPEN LATTICE -TYPE STRUCTU s I FOOTING WHERE REQUIRED SCALE: NTS MBE ENCLOSED OR CO MAY O�i A "F" SEE SCHED. FOR FOOTING CUBE SIZE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE PE ATTACHED MULTISPAN LATTICE STRUCTURE No m ►+• 31 M9 r. MAY 3 01008 STRUCTURE NOTE: THIS OPEN E ENCLOSED MAY NOT BE ENCLOSED OR COVERED. RAFTER, SEE TABLE MAX. PRDJ. HE U E AND SP FOR S�0� NOTE: THIS OPEN IAIII -TYPE STRU MAY NOT BE ENOL SEDO CO E ,U � PRS i SEE SCHEDULE �ANDDSPACIIE MAk. O.H. 25% OF SPAN — .. I -L , \ NABLE LENGTH OF STRUCTURE VARIES HEIGHT LENGTH OF STRUCTURE VARIES SFFT SEE POST DETAI TOM CAMPBELL & ASSOCIATES, INC. ASS SpgCr JOB NO. GF07-0674 - DATE: 10123/2007 POST -SECTION, OPEN LATTICE 10, 20 8 30 psi SFFTq@pgCIN SEE POST DET L NOTE: EACH COMPONENT IS INTER-pD S 312 -SLAB MAYBE USED <F C HORIZ. WIND- 8269 ALPINE AVE., SACRAMENTO. CA 95826 1(916)452-7021 CHANGEABLE WITH ANY OTHER SFFT SOgC FOCONS SEIE REVISED BY: K.K. & D.P. MAYBE USED COMPONTENT UNLESS OTHERWISE SHOWN. �(F tiC I SCHEDULE NOTE: EACH COMPONENT IS INTER- ODs TO CONSTRAIN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SFFT SOq q@/FCIyC SCCHEDUGLE EE OPEN FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SCALE: NTS SEE SCHEDFOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: K.K TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 - DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 psi DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGACA (951) 741-2107 , STRUCTURES HORIZ. WIND- 8269 ALPINE AVE., SACRAMENTO. CA 95826 1(916)452-7021 SHEET 3 OF 29 REVISED BY: K.K. & D.P. 90.100& 110 MPH FAX 403-1519 sales@duralum.com SOLID PANEL TYPES ATTACHMENT CHANNEL LENGT ATTACHMENT CHANNEL AILS SEROOF E SCHEDULEALUMINUM PPANEL ALUMINUM SEE DETAIL ME PR q �O� f E S �ARIES SEE SCHEDULE MIN. O.SESLOTPE PER FT. FOR SPANS NCIOSED FOR SPANS 0. SPAN0. "O.H " NOT TO EXCEED 25% "O.H." NOT TO EXCEED 259% OF SPAN _ 1 OF SPAN SEE DETAIL FOR SPLICE POST TOM CAMPBELL & ASSOCIATES, INC. POS SCHEDU OPTIONAL: CANTILEVER SO. POSTS, SIZE VARIES SEE ES SEE OSTS SPACISCHEDULE NG SEE PACI�E SOLID PANEL OPTIONAL: CANT LEVER BEAM DURALUM PRODUCTS, INC. [916),452-7021 SEE T S MAY"SLAB BE USED WHERE NT ALTERNATE: OS'/OFSp'v S PERMITTED. SINGLE POST AIV 0 SEE SCHEDULE SEE SCHEDULE SEESCHEDULE SPACINGR MAX. HT.= 12' ALTERNATE: FAX 403-1519 Sales®Curalum.com O•25OTT0 OF 31/2"SLAB FOOTING WHERE REQUIRED ✓ M1 J 75'NO OF Ek CE NOTE: NO SPLICE AT THIS POST ANDA END BAYS. SEE SCHEDULE FOR FOOTING CUBE SIZE S ANCEEO N MAY BE USED TO CONSTRAIN NOTE: EACH COMPONENT IS INTEFL4 SP EO FOOTING, SEE SCHEDULE CHANGEABLE WITH ANY OTHER ' 0 r\/nr ItAu ArrAe- l Ir -n CNIKI •.1 r' [ MALI COMPONTENT UNLESS OTHERWISEM tnul�Awlrll rcrrr Fl_f1rlT1 ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS O "O.H " NOT TO EXCEED 25% OF SPAN 0 SEE DETAIL FOR SPLICE � \ M m cmi POST SP i x SO. POSTS, SIZE VARIES SEES SI AC/NG EOULL i i ? 3 1/2" SLAB ATTACHMENT N MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE S+ 10, . HT.= 12' 3 0 7008 1 J ERE REQUIRED S LE FOR FOOTING CUBE SIZE r No. 3 �'.9 "�k\ ..n.. nrrnr•1 Irn we111 rlc�nn LENG TH OF ST'qO .H TUREVARIES 4 (MgyIVOTBEENCLOSED) I 1\ j ALUMINUM ROOF PANEL MIN. 0.5" SLOPE PER FT. SEE SCHEDULE FOR SPANS 0 "O.H " NOT TO EXCEED 25% OF SPAN _ TkE PRQ FCT pN FL SS THARIES ENCLOSED OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 255. OF_, Sr -NOTE.UNO SPLICE AT THIS POST AND AT END BAYS— NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. vne VARIES ( MA y NOT BE ENCLOSED SEE DETAIL FOR SPLICE POST TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = SEE DETAIL FOR SPLICE POS 75--:O DATE: 1023/2007 SEE PACI�E SOLID PANEL OPTIONAL: CANT LEVER BEAM DURALUM PRODUCTS, INC. [916),452-7021 SEE T S PT, CANT EV SQ. POSTS, SIZE VARIES SC HFOU S HORIZ. NAND = SEE SCHEDULE FOR = POST SPACIN SHEET 2 OF 29 SO. POSTS. SIZE VARIES SCH U G fOC/NE SEESCHEDULE SPACINGR 31/2"SLAB MAY BE USED ALTERNATE: FAX 403-1519 Sales®Curalum.com O•25OTT0 OF 31/2"SLAB Sp ALTERNATE: 75'NO OF Ek CE N SINGLE POST SEE SCHEDULE S ANCEEO N MAY BE USED TO CONSTRAIN SINGLE POST SP EO FOOTING, SEE SCHEDULE NOTE 0 SPLICE AT THIS FOOTING, SEE SCHEDULE SEE SCHEDULE 0 SPLICE A7 THIS _ POST D AT END BAYS. POST 4D AT END B&YS. FOOTING WHERE REQUIRED ✓ , / =j J FOOTING WHERE REQUIRED —/ I / J SEE SCHEDULE FOR FOOTING CUBE SIZE /�1/ SEE SCHEDULE FOR FOOTING,CUBE SIZE /��I/ NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 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 I'D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 8 30 psf DURALUM PRODUCTS, INC. [916),452-7021 SCALE: NONE RANCHO CUCAMONGACA (951) 741-2107 , STRUCTURES HORIZ. NAND = 269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 29 D.P. REVISED BY: K.K. & D P 90, 100 d 110 MPH FAX 403-1519 Sales®Curalum.com 'RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH 6.5" ALUM. ALLOY 3004-H36 3„ - 6.5" ,J 2,. OR EQUAL ' 1-.- MAX�( 2" * SEE NOTE BELOW I I 4 �1 ALUM. ALLOY 3004-H36 024 •024 1 0,12" OR EQUAL -� �E. 042" l --T L --T v 2 x 6 1/2" RAFTER! c i' DBL. 2 x 6 1/2" RAFTER` 90 MPH . 100 MPH 110 MPH L.L.= 'T' 90 MPH 100 MPH 110 MPH (PSF) (IN.) y o EXP. BI EXP.0 'EXP. 8 EXP.0 EXP. B EXP.0 10 .024 16" 14'4" 13,_0„ 13,4„ 11,4„ 12,_10„ 11'4" 16,_0„ .024--- 024 24"j 11,_8„ ' 10,_7, 10,_7, 9,4„ 10,4„ 9,_3„ 22,_0„ 16" 19,_1„ 17-4„ 17,4„ 151" 17,_1„ 15'4" . 10 .032 24" 15'-6„ 14,_2„ 14,_2„ 12,_8„ 1T-11" 12,_3„ 20 16" 26'4" 23,_10„ 23,_10„ 21,_6„ 23,-0" 20,_10„ 15.2„ 042 24" 21,1„ 19,_6„ 19,1„ 17,_8„ 18,_9„ 17,_0„ j .024 16" 10'-8" 10,_8" 10,_8„ 10,_8„ 10,_8" 10,_8„ 24„ 8,_9„ 8,_9„ 8,_9„ 8,_9„ 8,_9„ 8,_9„ 16,4„ 16" 14,_3„ 14,_3„ 14,_3" 14,_3" 14,_3„ 14,_3„ 20 .032 24" 11,_8„ 11,_8„ 11,_8„ 11,_8„ 11,_8„ 11,_8„ 042 16" 19,-8„ 19,_8„ 19,_8„ 19,_8„ 19,_8„ 19,_8„ 24" 16,_1„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ 24" 10,_7, 16" 8'-10" 8'-10" 8'-10" 10,_7, 16" .02424" 16 _7, 7'-2" 7'-2" 7'-2" 16,_7, 7'-2"30 ten„ .032 13'1" 13,-6„ 13,_8„ 13,_8„ 18--10"W-10"8'-10" 24" 9'-7" 9'-7" 9'-7" 9'-7" 042 16" 13'-6„ 13,1" 13,_8„ 13'-6" 24" 13'-3" 13'4" 13'4" 13'4" 1 13'-3" 1 13'4" (PSF) (IN.) N o EXP. B EXP.0 EXP, B EXP.0 EXP. B EXP.0 10 .024 16 20,_3„ 18'4" 18'4" 16,4„ 18,_1„ 16,_0„ 24" 16,-6„ 15,4„ 15,4„ 13,_6„ 14,_5„ 13,_1„ v o EXP. B 16" 27,_0„ 24,-6„ 24,-6„ 22,_0„ 24,4„ 21'4" 16" .032 24" 22,_0„ 20,_0„ 20'4" 18,4„ 1 19,4„ 17,4„ 20 .024 16" 15.2„ 15,_2„ 15,_2" 15,4„ 15,4, 15,4„ 24 12 4" 12'-4" 12'4" 12'4" 12'4" 12'4" 20,_10„ 20,_10„ 16" 20,_2" 20,_2" 20,_7, 20,4" 20,4" 20-4- .032 24" 16,4„ 16,4„ 16'1" 16,4„ 16,4„ 16,-6„ 16" 12,_5, 12,_5, 12,_5, 12,_5, 12,_5" 12,_5, 30 .024 24" 10,_7, 10,_7, 10,4, 10,4, 10,4, 10,_7, 16" 16,_7„ 16 _7, 16,_7, 16,_7, 16,_7, 16,_7, 032 ten„ 13,-6„ 1 13'1" 13,-6„ 13,_8„ 13,_8„ * ENGINEER'S NOTE: WHERINGLE-RAFTERS ARE BETWEEN MAY BE USED A 32" D.C. OR 48" o,cam MAY 3 0 n ALUM. ALLOY 3004-1136 OR EQUAL EXPOSURE B & C �-�-1 3.0" .042" * SEE NOTE BELOW DOUBLE RAFTERS WITH 3" MAX. SPACING TRIBUTARY WIDTH c 3 x 8" RAFTER (FT.) 1 21,_0„ 21,_0„ O.H. 6 7 1 8 9 1 10 11 12 13 14 15 1 L.L.= T' n c� 90 MPH 100 MPH 110 MPH (PSF) (IN.) v o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 10 11 11 12 16" 28,_2„ 25'-7" 25,_7, 22,-6" 25,_2„ 21,_2„ 3' 042 9 9 10 10 11 11 12 12 13 13 14 4' -- - 9 9 10 11 11 12 24" 23,_0„ 20,_10„ 20,_10„ 18.9„ 20'1" 18'-2" DOUBLE RAFTERS WITH 3" MAX. SPACING TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) 1 21,_0„ 21,_0„ O.H. 6 7 1 8 9 1 10 11 12 13 14 15 1 16 17 18 19 20 17,_7, 0 3 4 1 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 1 5 5 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' -- - 9 9 10 10 11 11 12 12 13 13 14 14 15 5'F-7-- - - I - I - I 11 11 12 12 13 13 14 14 15 15 16 DOUBLE RAFTERS WITH 3" MAX. SPACING 042 16" 21,_0„ 21,_0„ 1 21,_0„ 21,_0„ 1 21,_0„ 21,_0„ 20 SPAN 24" 17,_7, 17,_7, 17,_7, 17,_7, 17,_7, 17'-2" HORIL WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH FAX 403-1519 salesQdumfum mm 30 . 042 16" 17,_3„ 17,_3" 17,_3„ 17,_3„ 17,_3„ 17'-3" 24" 14,_7, 14,_7, 14,_7, 14,4, 14,4, 14'-2„ DOUBLE RAFTERS WITH 3" MAX. SPACING DRAWN BY: K.K. SINGLE RAFTER SPANS ARE NOT EXCEEDED.l JJ jO PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPAN 10, 20 8 30 psl zfi SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIL WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH FAX 403-1519 salesQdumfum mm TRIBUTARY TRIBUTARY= WIDTH 12 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. 1(9161452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIL WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH FAX 403-1519 salesQdumfum mm SHEET 6 OF 29 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C .075° .750" 860" 24" ..300" .440" .265„ 24" TRI -'V" PAN �OFESSI I- .07 L.L.= PSF 90- MPH 100- MPH 110- MPH Gj %' /+A 40" Lx.001. 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 0 r m � I MAY 3 0 2808 110. 3794 OPTIX® PRODUCTS ACRYLIC PER 20 #10 S.M.S. #10 S.M.S. #12`5 NI S.3 i(og, R9.250 I.C.C. E.R. 5411 OR EQUAL 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. _ �.r I r, $kYLIGHT DETAIL 1 1L" X J l/L" VV NANLL 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. 30 #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 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 1100 -MPH t=.020" t=.024" t=.032" t=.040" #10 S.M.S. 6" 8" 6" 8" 6" 81, 6" 8" 10 10'-2" 10'-2" 12'-9" 12'-9" 13'-4" 13'-4" 14'-7" 14'-7" 20 8'10" 8'-10" 10'-3" 10'-3" 11'-4" 11'-4" 12'-3" 12'-3" 30 T-1" 7'-1" 8'-4" 8'-4" .9'-10" 9'-10" 10'-8" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS qy 1 L.L.= PSF 90- MPH 1100 -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. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 PSI OURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107. PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 9582fi SHEET 5 OF 29 REVISED BY: K.K. & D.P. 90, 100 8 110 MPH FAX 403-1519 sales®duralum.wm COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS •` �3 I 2 I�'3.00' SQ. 3.00" SQ. 3.00"SQ. .032" #10 �SMS � 024" SID CE* �J1.Oo� EA.A. SIE �( 6. S, i (r , n7-;" i 14"R ' TYP. 032" .024" 50/8" PLASTIC LUG B el 3" SQ. ALUM. POST 3" SQ. ALUM. POST ` 3 ALUM. ALLOY 3004-H36 WITH SIDE PLATES ^� O ALUM. -ALLOY 3004-H36- �3 �gSIONq� ALUM. ALLOY 3.00" OR y F/L 6063-T5 2.40"� I o�-P caMpa�<cy coO Np. 3� 311�s ALUM.ALLOY 6063-T5 "H" BRACKET 1.375" .75" 1.60" 1.5 INSTALL WASH. PLATE 090" TYP. 1%" x 5/16" x 5Y," WHEN USING IN 110 MPH WIND AREA .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET �-3 8/�" LAG SCREWS 34;-1/4" LAG SCREWS J (2.5" PENE. INTO WALL )*\\ J Q .040" ALUM. -.048"STEEL CL 7/16"OHOL ASTM GRADE 40 STEEL USE FOR 3" POST ONLY CL 2- 5/16"0 157" TYP.. Q ALUM. ALLOY 6063-T6 STEEL "T" BRACKET "T'BRACKET @ 3"SQ. POST W/ (2)-#12 SMS EA. SIDE OF POST OR =t -� TOM CAMPBELL 8 ASSOCIATES. INC. / — W J p 2 M.S. THROUGH j COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING K =5 88 "SQ.xt=.1" 11 1 DURALUM PRODUCTS, INC. 3.0"4.0"OR5.0" PO POST I POST TYPES STEEL POST 8269 ALPINE AVE.. SACRAMENTO. CA 95826 ASTM A36 GRADE 40 REVISED BY: K.K. B D.P. X w --� 90, 100 8 110 MPH L// 7 GA. PL. (.18 ) I " 0 ROD 11/16040 3/16" i I 1 STL. AUGER PARTS PAINTED 20" RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKE i 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" ,X 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER %SINGLE PASS WELDED AUGER ANCHOR_ NOTE: a MAY BE USED WITH HH / HEADER BRACKET^� ONLY. NOTE: STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. CCC rn.Ir Cl eD DnCT CPArui('TADI r rnD CDArIAIn =t 2 FLANGES 2 1/8" APART BASE FLARES TO TWIDE EA. SIDE OF FLANGES qL 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE ALUM POST 1/2'x 2 1/2" 7 GA. STL. 'LT. ASTM A36 16'x7 GA. :EL PLATE M A36 AUGER PARTS PAINTED "RUST-O-LEUM" OR EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED SINGLE PASS WELDED STEEL FOOTING COOT G.=3"S'Q.xt=.1881,I TOM CAMPBELL 8 ASSOCIATES. INC. H=3"SQ.xt=.250'�I PATIO COVER SYSTEM AS MFG. BY: r 1=4"SQ.xt=.18811 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING K =5 88 "SQ.xt=.1" r— psl 10, 20 8 30 DURALUM PRODUCTS, INC. 3.0"4.0"OR5.0" SCALE: NONE SQUARE POST TYPES STEEL POST 8269 ALPINE AVE.. SACRAMENTO. CA 95826 ASTM A36 GRADE 40 2 FLANGES 2 1/8" APART BASE FLARES TO TWIDE EA. SIDE OF FLANGES qL 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE ALUM POST 1/2'x 2 1/2" 7 GA. STL. 'LT. ASTM A36 16'x7 GA. :EL PLATE M A36 AUGER PARTS PAINTED "RUST-O-LEUM" OR EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED SINGLE PASS WELDED STEEL FOOTING COOT DRAWN BY: K.K.. TOM CAMPBELL 8 ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / r— psl 10, 20 8 30 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 8 OF 29 REVISED BY: K.K. B D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sates(dldumlum.com HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H361-50' WALL FASTENERS — . —1. 0. .06 SEE TABLE `D b N 2 1po WALL M FASTENERS 1.75" O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \c .281" ALUM.ALLOY 6063-T6 .060" B EXTRUDED HANGER CHA NEL ALUM. PANEL OR 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG �- EXISTING EAVE CONNECTION ( 2 #10 SMS (fiJ PANEL LOCKS OR #8 SMS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT EA. CONTACT — WIND .200 CONTINUOUS A- RAIL ROOF PANEL (WHERE OCCURS) Ml1 3 W/ SIMPSON A35 ALUM.ALLOY CONCRETE F 6063-T6 #10 SMS @ EA. CONTACT w WALL CONNECTION 1O -}� 2.740" I T=.060" - WALL FASTENERS SEE TABLE ALUM.ALLOY 6063-T6 I.R. HANGER cc EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) ALLOWABLE DECK/ RAFTER SPAN WIND AT 2x FASCIA AT WOOD STUD AT MASONRY OR Ml1 DESIGN W/ SIMPSON A35 16" O.C. CONCRETE 16'-8" 13'-10" LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC • BorD BorD E E E J J K 110 D BorD Bor0 E E E J J K 2'-0" 29,_3„ 25'-0" 16,_9„ of DESCRIPTION OF LAG SCREW SEE NOTE BELOW) zz A=318"0 x 1 1/2" @ 12" O.C. E=3/8"O x 4" @ O.C. EACH STUD fnww B=3/8"0 x 1 1/2" @ 8" O.C. F=7/16"O x 4" @ O.C. EACH STUD <L4a C=7/16"O x 1 1/2" @ 10" O.C. J=1/4"0x1 1/8"@16" A.B. LL U) 0=7/16"O x 1 1/2" @ 12" O.C. K=1/4"0x1 1/8"@12" A.B. EXIST. RAFTER 3/16" 8,. 0 STEEL 0 114"0 HOLES,TYP. 0 NOTE: PROVIDE WATER ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4" FULL OR 16" O.C. 10. 20 &' psl 16'-8" 13'-10" 2'-0" 11'-8" 8'-8" 5'-10" 2" x 4"1'-6" FULL 24" O.C. SAVE LENGTH 10,_8„ 8'-3" 5'-0" 2'-0" 7'-0" 4'-6" T-0" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-0" 14'-0" 96 2"x8" FULL 24" O.C. 2'-0" 29,_3„ 25'-0" 16,_9„ NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS). 11.1.3 AND 11.1.4, RESPECTIVELY APPROVED 3" OR 4" INSUL. ROOF PANEL I 10 SMS AT 12" O.C.O.0 3 0 20 /��pQ P51 CAMi°� F /CO2 o� j4o. 37948 EXp• 3131109 1 1/2" 10# L.L.=(2)48 SMS EA. SIDE 20#130#L.L.=(2)#10 SMS EA. SIDE U- BRACKET 3/4' OR 1 1/2" 3/16" 8,. 0 STEEL 0 114"0 HOLES,TYP. 0 NOTE: PROVIDE WATER TOM CAMPBELL & ASSOCIATES, INC. 8 O PROTECTION, METAL FLASHING I 2X6 1/2" 5" MIN. OR 8" O O r CAUCK JOINTS AND SLOPE 1 TO DRAIN RAFTER I TYPICAL BRACKET AT EVERY 2x HANGER CHANNEL 10. 20 &' psl /4" OR 1 .1/2" SCALE: NONE \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING SAVE LENGTH 7 OF 29 REVISED BY: K.K. B D.P. 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10psl RAFTER `` 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psi (3)-#1 x3 112" W.S. RAFTER TO WALL CONNECTION O NOTE: PLACE"SIKA FLEX"OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL DBRACKET CONNECTION NOTE:BRACKET MAY BE MOUNTED BELOW RAFTER W/ SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. *BY: JOB NO. GF07-0674 DATE: 1012312007 - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10. 20 &' psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND BRACKET ATTACHMENTS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 7 OF 29 REVISED BY: K.K. B D.P. 90, 100 8 110 MPHSHEET (916) 452-7021 FAX 403-1519 salesQduratum.com , ATTACHED ALTERNATE FTG CUBE SIZE COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 12" 20" 21" SQ. 12" � ALUM` POST TYPE 8, .D. USE WITH POST TYPE B,C,D, ORE 16" STEEL POST ONLY: 28" SQ. 20" 26" - / 'T' BRACKET @ 3"SQ. POST W/ ``\ 28" STEEL'T"BRACKET USE WITH POST TYPE B,C,D,E.F,G,H,J OR K. I I USE POST TYPE F. G. H, J OR K (3)-5/8"0 BOLTS FOR POST TYPE J 28" 32" j 3"SQ. POST (2)�t12 $M$ EA. l 3" SO. POST ALUM."T"BRACKET: USE f2)-3I8"O HILTI I 36" 51" SQ. 45 38" ' I e� SIDE OF POST OR 1/4" M.B. THROUGH 40" KWIK OLTS OR EQUAL usEE2) 3 8 0 HIL71 KWIK I FOOTING OR 42" 2 1/2"0 BOLTS FOR ALL OTHER 1 I 16"INSERT X.188" 69" SQ. POST SEE NOTES BELOW BOLTS OR EQUAL 12" MIN. EMBD. i i CONDITIONS 4 5" ASTM A36 (2)-3/8"0 HILTI "KWIK"' 12" MIN. EMBEDMENT DEPTH ••., - STEEL BOLTS, OR EQUAL, EACH FOR KWIK BOLTS •%. 17 , T.O.C.. BRACKET TO SLAB. MINIMUM DISTANCE TO 2"S " .BASE PLT EDGE OF SLAB = 2-1/2" •ew G ASTM A572 STEEL DEPTH 1 n 3/16" SLAB SHALL BE IN a POURED CONCRETE •'.L�•". :7 F=.. Yit L GOOD CONDITION ; FOOTING SEE NOTE .' d o OR FOLUTEDOSTL.) - '\ 31/2" MIN' / FOR SIZE SEE FOOTING (1)-1/2 OM.B. x9"LONG. 1" - SQUARE OR 4" SQ. POST (STL.) ' �- / - SCHEDULE SQUAR FROM END SEE FIGS, INSERT f _l\ OF POST SCHED. PL.5/8'7HK. iEXISTING SLAB_ O 3" SQ. POSTS TO CONC. FOOTING SQUARE POST INTO FOOTING EMBED. O 11/2" 9" 1 12" 'I I 112" 15" 112"' ATTACHED ALTERNATE FTG CUBE SIZE SQ. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30" 34" 47" SQ. 32" 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SO. 39„ 42" 64" SQ. 41" 44" 69" SQ. 43" "CUBE FOOTING W/ 3 1/2" SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23'& 24" CUBE (2)-1/2"0 3 1/4" 25'- 30" CUBE (4)-12"0 3 1/4" 31"- 34" CUBE (4)-5/8"0 4" 35"- 39' CUBE (4)-3/4 0 40" - 42" CUBE I (4)-3/4"0 I 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. NOTES: 1. DO NOT USE ALUM. "T" BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X X OKS)T AT STEEL "T" 6RACKET. MAY 3 Q 20 3. POST TYPE F DO NOT USE STEEL "T" �Iru PROF BRACKET W/ 7" I -BEAM... +t C(` �'o AS c9`rS�o tip Mill3 L% tip 1=/ NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED WELDED STEEL BASE PLATE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12'SO. x5/8" B, C, D, FSG 18" SO. x 5/8" 1 B. C, D, F. G. 8 H FREESTANDING BASE PLATE ANCHOR BASE PLATE, ANCHOR BOLTS (SIZE 8 TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12"02N5/8' PER I.C.C. ESR -1917 OR EQUAL 14 3/4" EMBEDMENT DEPTH) (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8" PER I.C.C. ESR -19170R EQUAL 1(4 3/4" EMBEDMENT DEPTH ) DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB N0. GF07-0674 DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIZ. WAND = 90. 100 8 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 FAX 403-1519 sales®dumiumtom SHEET 9 OF 29 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. 2.00" SPLICE WHERESPLICE WHERE �1 •0 11 OCCURS —� SPLICE WHERE OCCURS 1.79" OCCURS r 4.6' .075' `° 73.. 2.57" a.s" TYP. 14"R ,048" 2.04 TYP. 2.19" � 065• z.oa TYP. 2,08-' 065• —•T TYP. 3.0� :28.. 2.93" a.9o0o• 27' ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E ALLOY 3004-1136 6063-T6 6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL BEAM 2008 3.0" iL 3" -1 .�QA�o 1. C�,��A- � A I �(7 �l _!� MAX. 2" .042„ SPLICE WHERE 4" SPLICE WHERE m y r- 8.0" OCCURS ^070, OCCURS `' No• 379 j .032" 1 TYP.��.3131109 TYP. �--_ IN ALUM. ALLOY 3004-H36 i ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY 'ALUM. OR EQUAL 6063-T6 C 6063-T6 OR EQUAL 4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 3.0' 1.25" _ - 3„ I I ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS r _T / M '1 3 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM I I f—.042" 8.. y -k 7.875" T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM j ASTM A653 GRADE 50 ALUM. ALLOY 3004-H36 1 ALUM. ALLOY 3004-H36 ! I II 625" OR EQUAL O OR EQUALM l 2.875" 3 x 8 BEAM W/ STL. INSERTDBL: 3-x-8 1 BEAM 3 x 8 BEAM O ( STEELINSERT DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-06�29 DATE: 10/2312007 ENTIAL RAL NGIN COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO NGA, CA 07 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 10 OF REVISED BY: K.K. & D.P. 90, 100 & 110 MPH FAX 403-1519 sales(ddumiumcom iL DECORATIVE FASCIA ALUM. OR HARDBORD ) 2412 x 12' S.M.S. EACH SIDE OF 3' SD. POST (4 -TOTAL) ALTERNATE: 1/4'0 BOLT WI WASHER EA. SIDE OF 3' SO. POST .5 1— + 1.10' I O IL _ +' it 2.35' 3"S . 0. POST 2-#10 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST (4 -TOTAL) ALTERNATE: 1/4'0 BOLT Wl WASHER EA. SIDE OF 3• SO. POST 3.00• 3• SO. POST OR .240" GUTTER FASCIA MAG BEAM F 3" SO. POST 3"SQ. STL. BEAM J BEAM TO POST CONNECTION DETAILS " x 8" x.042" BEAM, "SQ. STEEL OR r IAG BEAM. (4)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=16 'X 3" ALUM. OR TEEL POST #10 x 1/2" S.M.S. TOP & SOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER FASCIA #10 S.M.S. @12"O.C.� 6 1/2"x2"x .024"RAFTER V 14 H - BRACKET TO POST 13 ALUM. ALLOY 3003-1-124 ALUM. ALLOY 3003-1-124 ' 1'50 28"_�3.. 2" 28" 2" 2" P1 2"x3" LATTICE TUBE 1 1/2"_SQ: 0R r2" LATTICE TU _ BEf 2 MAY / �#8 x 2 "SMS, 2 1/2" Q��\ r / ( OR 3 1/2", TYP. nLATTICE �C G o, .1 1/2" OR 2" SQ. O@ 3"O.C. MIN. UP C*3 r , - RAFTER No. IM8 EV. 3131MO LATTICETUBETO RAFTER \)-#10 S.M.S. EA. SIDE (4) -TOT. #10 S.M.S. TOP 8 BOTT. (2) -TOT. 1 1/4" 14- 61 " ALUM. BRACKET X 2" 1 RAFTER "TAIL" TO GUTTER 15 r-UK,o-x KNI- I tK --2:125=FOR 2 x RAFTER 1 , /2" 6063-T6 t =.040" 3004-1-136 ALUM. l (r(4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER - N 11/2" MIN. O 7.008 o O 2.750" J 1 (4)#8 x 3/4" TEK SCREWS r BRACKET TO BEAM —"U" BRACKET- RAFTER TO BEAM 18 --`� 'DRAWN BY: KK.- TOM CAMPBELL &ASSOCIATES. INC. 1 SEAM TO POST LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 ps1 DURALUM PRODUCTS. INC. SCALE: NONE. RANCHO CUCAMONGA. CA (951) 741.2107 TTACHMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K.B D.P. 90. 1008 110 MPH (916) 452-7021 FAX 403-1519 sales®duralum.wm SHEET 12 OF 29 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICES_.1 1 FULL MOMENT —T' 3" 1 91 1'Y 3" I T t 24,,, I I I I I (8 TOT. S. II #12 S.M.S. II TYP. THICKNESS= .035 (24 TOT TYP THICKNITSS = .035" 11 u II 6.38" II + II + + ++ + + + + ++ II , ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT, END BAYS SPLICES ROLLFORMED & EXTRUDED FASCIAS (2)#10 S.M.S.V EA. VALLEY.TY NOTCH I -BEAM FLANGE _ AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SQ. POST,CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I TO POST W/(2)-1/2"0 STL. C -BEAM THRU-BOLTS TOTAL= (8)-112-0 BOLTS m�I 3 01 0 _ ......... _... _._...... _............1.: _—.. _ . FES _ .._.... O �Q �\ SQ O :POST QD„ Q 0 0 0 v2� p,5 �' CgyA thy, BEAM TO POST CONN. SPLICE WHERE —� 2'00 •T j'n occuas 4 I NO. 37948 r m .070" - - z NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WHi occur ALUM.ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE #12 METAL BACKED, / NEOPRENE WASHERED TEK SCREWS @ B"O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM 7"x4" ALUM. "I" BM. /fTO BRACKET 2- 3/8"0 M.B. THRU STL. "T" BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. TYP. TOM CAMPBELL & ASSOCIATES, INC. O O PATIO COVER SYSTEM AS MFG. BY: ALUM. ALLOY DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ' BEAM 10, 20 8 30 psl DURALUM PRODUCTS, INC. 6063-T6 RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 4" I -BEAM 3'-0" REVISED BY: K.K. 8D.P. - 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 WHi occur ALUM.ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE #12 METAL BACKED, / NEOPRENE WASHERED TEK SCREWS @ B"O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM 7"x4" ALUM. "I" BM. /fTO BRACKET 2- 3/8"0 M.B. THRU STL. "T" BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ' BEAM 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 29 REVISED BY: K.K. 8D.P. - 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales®duralum.wm DOUBLE RAFTER CONNECTION DETAILS I LATTICE BEAM TO POST CONNECTION 1 1/2" OR 2"LATTICE— - r #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTION PLAN 2 ALTERNATE: PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 4-#14 S.M.S. EACH \ DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER TO COL. 10, 20 8 30 psf DURALUM PRODUCTS, INC. -- CONNECT. (8 -TOT.) SCALE: NONE 1 CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 13 OF 29 1 REVISED BY: K.K. H D.P. 1" (916) 452-7021 FAX 403-1519 sales®dumium.mm 0-f----- - - 4.5" O 6" :111 V. 3"x•�3"STL.POST (24") 0 I ALTERNATE: INSERT ATTACHED OR I (2)-2x6.5" OR 3"x 3,STL.POST COLUMN (2)-3"x8"HEADER j FOR FREESTANDING (2)-1/2"BOLT 2"x 6.5" SIDEPLATE I� (DBL. RAFTER / DBL. HEADER CONN: �9 #8 S.M.S. EACH SIDE r-- LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 2)- #10 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN 20 EWS 3.5" 3.5" ❑1 OR ❑2 6414 SMS EA SIDE #14 SMS EA. SIDE TOP, MID HEIGHT ANn RnTTOM /BEAM SPLICE TO ,OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE @ 2 -POST UNITS SCREW IS INSIDE #14 SMS MA5 BE USE AS ALTERNATE - 1/4"0 BOLTS 8" BEAM 6 1/2" SIDEPLATE EP SIDE SEE POST SCF I-3"SQ. POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION POST SCHEDULE 21 ❑3" SQ. x .024" + (2)-2" x 6 1/2" x .024" 1 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY i EXIST. SHEAT J� X� W 2"x6" LEDGER (E) 3/8" LAG SCRE' EXIST. 1' STUCCO OR EQUAL PENE.INTO WOOD FRAMING 3" SQ. x.024" + (2)-2" x 6 1/2" x.032" FW/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. MAY 3 01008 „aOFESS/n\ EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: KK TOM CAMPBELL 8, ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (95 1) 741.2107 CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 13 OF 29 REVISED BY: K.K. H D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales®dumium.mm ,. 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM 311 SQ. STEEL BEAM TOM CAMPBELL 8 ASSOCIATES. INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 102 2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 d 30 psl DURALUM PRODUCTS, INC. 1(915)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 la— F o MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED m g SPACING SPACING SPACING SPACING SPACING SPACING FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTGPOST MIN. FTG MIN. FTG. MIN. FTG MIN. ~ ON SLAB POST POST POST POST POST. P DST POST POST POST ( IN.) TYPE ( IN.) TYPE ( IN.) TYPE (IN. ) TYPE ( IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE ( IN.) TYPE (IN.) TYPE 4' 17'-0" 14'-6" 28 F 22 B1 s' 8,_10" 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 B 5' 13'-7" 13'-0" 28 F 23 B 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 17'-1" 6' 11'4" 11'-10" 26 F 23 B 16'-8'5,_7„ 28 G 26 B 12`4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B 7' 9'-8" 11'-0" 26 G 24 B 15 �4'-5" 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 8' 8'-6" 10'-3" 26 G 24 B 1a' -s'3 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B -s„ 9' 7'-7" 9'-8" 26 G 25 B 13'-i'Z 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B s 10' 6'-9" 9'-2" 26 G 25 B12, 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 1„ 6'-2" 8'-9" 26 G 26 B 12'-3" 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B . 1 _6" 1' 12' 5'4" 11'-9'i 26 G 29 B 9'-0" 26 G 27 B 10'-6" 26 G 28 B -o" 13' 5'-2" 11'-3" 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 H 29 B 10'-7" 14' 4'-10" 10.-1 28 H 30 B 8'-4" 28 H 28 B 10'-0" 28 H 29 B 15' 4'-6" 10' s" 28 H 30 B 8'-1" 28 H 28 B 9'-9" 28 H 30 B 9'-10° 16' 4'-3" 10"-2" 28 H 31 B 7'-10" 28 H 29 B 9'-6" 28 H 30 B 17' 4'-0" 28 H 31 B 7'-7" 28 H 29 B 9'-4" 28 H 31 B 9,_3.. 18' 3'-9" 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 H 31 B 19' T_T'9 -z 33 H 31 B 7'-2" 33 H 29 B 9'-0" 33 H 32 B 8'_10" 20' T-4" LIU, 9`0",-"33 H 32 B 7'-0" 33 H 30 B 8'710" 33 H 32 B POST F MAX HT.= 8' FREEST IMP�C , eF< '�1;MA`I 01008 (5>P5' 3 CO ` A' FOOTNOTE: "SAMPLE" I Q, 33 FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C N,Iog ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. n r ,t DRAWN BV: ..- TOM CAMPBELL 8 ASSOCIATES. INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 102 2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 d 30 psl DURALUM PRODUCTS, INC. 1(915)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 29 REVISED BY: K.K. 8 D.P. 10 A L.L. 90 MPH 90700 d 110 MPH FAX 403-1519 sales®dumlum.com 19' • X1'0#-L.L.._90-MP_H_FREESTAND:& ATTACHED-OPEN_LATT:IC-E'PATIOS--, 12' OR LESS I EXP. B & CFS; r� 33 3" SQ. STEEL BEAM 11 0,_7 DBL. 3"x8"x.042"BEAM H 7 s 7.2.. DBL.2"x6.5"x.032" " - " jOR'3 x8 BEAM BEAM � 26 3"x8" BEAMw/INSERT 33 H 35 FOOTNOTE: � MINIMUM NO. OF POST l a rz o Z m 33 a x I—H $ 7� FOOTNOTE:MAX.PO ` H FREESTAND ATT. 33 FREESTAND 35 ATT. MAX.POST MAX.POST FREESTAND ATT FREESTAND 10 4„ ATT. 7O v -g a z SPACING SPACING 7' 4" MPACING SPACING 3'-10" SPACING SPACING ALLOWABLE SLAB SPACING MAX.POST SPACING. SPACING Q, Ceil S OR LESSER MUST BE USED FOOTNOTE: po m POST TYPE 1 POST TYPE 2 MIN. NOTE: MIN. _i MIN. COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING! FOOTING SHOWN REPRESENTS LENGTH OF 7TGMIN• POST FTG. FTG. POST FTG. FOR DBL. FOR 3" x 8" FT(,, POST r FTG POST FTG. 31311 F EXP. B EXP. C EXP. B EXP. C I ( g p TYPE (IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) �yPE (IN.) (IN.) TYPE (IN,) 4' 25'-4" 17'-4" 28 G 22 23 -10 33 G 23 16 6 4 28 32 0 33 G 27 6' 2 2 2 2 3'-2" 5'- 16' 4" 31'-0" 5j 28 G 23 21 20'-8r 33 G �2a 14'-8 28 G 21 '-T7 33 G 28 2 2 2 2 20'-3" 16'-1" , 11° �'-$ 14'-a': 9 ,, 6' 16'-10" 15'-2" 28 G 24 19 6" 33 G 24 13' 13'-4" 28 G 21 26N>--33 G 28 B' 2 2 2 2 18'-10' 1 - 13'-4" -4' 7' 14'-6" 14'-4" 28 G 25 18'-1" 33 G 25 12'-4" 1 '�" 28 G 22 24'- 33 G 29 9' 2 3 2 2 17' 6" 1'-9" A„ 3'-5" 8' 12'-8" 13'-9" 28 G • 26 - 28 G 25 11'-7" 11'_7" G _T72, G 30 10 2 3 2 2 16'x" 11'-0' 11.7.. 9' 11'-3" 13'-3" 28 G 26 15'-1 " 28 C7 26 10'-1 0' 2 33 G 30 r 3 3 2 2 5'-5" 10' 10'-1 0 -8„ 10' 10'-2". 12'-9" 28 G 27 15'-2" 28 G 26 10,x„ 0'4" 26 23 20'-3" 33 31 12' 3 3 _10" 11' 9'4" 12'-4" 28 G 28 14'-5" 28 G 27 9'-10" 2 G 24 19'-4" 1 33 G 32 13' 3 4 2 2 13'-11" 18'-8" 12' 8'-5" 12'-0" 26 G 28 13'-9" 28 G 27 9'-5" 9'-5" 26 G 24 18'-6" 33 G 32 14' 3 4 2 2 _,-'9'-Q" 9'-5" 17'-10' 13' 7'-9" 11'-8" 28 H 29 28 H 28 9'-1" 9-1" 28 H 24 17'-9" 28 H 32 75' 3 4 2 3 12'-10" 8'-8" 9'-1" 17'-2" 14' T-3" 11'-5" 28 H 29 12'-9" 28 H 28 8'-9" 8'-9" 28 H 25 17'-1" 28 H 33 16' 4 4 2 3 8'-9" 6'-7" 15' 11'-2" 28 H 30 12 4 28 H 28 8'_5., 8'_5„ 28 H 25 16'-0„ 28 H 33 17' 4 5 2 3 6'-9" 11'-11' 8'-0" 8'-5" 16'-0" 16' 6'-4" 10'-11 " 28 H 30 11'-111, 28 H 29 8'_2" 8'_2„ 28 H 25 16 - 5 28rHH 34 18' 4 5 2 3 -0„ 17' 5'-11" 10'-8" 28 H 30 28 H 29 7'-11'7-6 7'-11"7'-11' 28 H 25 15'-6"1,-0„ 2834 19• 4 5 3 3 1'_2" 18 5'-8" 10'-6" 28 H 31 11-3 28.H297,_8„ 77 28 H 26 15'-1" 2834 20• 4 5 3 3 0 -10" 7'-4" 7'-8" 19' 5'4" 10'4" 33 H 31 11 0,_7 33 H 29 7 s 7.2.. 7-0 7.-0„ 33 H 26 14-$4 3„ 33 H 35 FOOTNOTE: 20' 10'_2" 33 H 31 10-8 33 $ 7� 7-4 33 H 26 14 " 33 H 35 HEADER AND OR MIN. No. OF POST REQUIRED SPACING MUST EXCEED 5'-1' 10 4„ ,6' 11" 7' 4" 3'-10" ALLOWABLE SLAB SPACING Q, Ceil S OR LESSER MUST BE USED FOOTNOTE: MAY 3 0 7008 COL. TYPES t =.024" SIDEPLATES, USE ON CONC. SLAB ONLY NOTE: COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING! FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. F- NQ. 3«" WHERE SLAB OCCURS, CUBED FOOTING SIZE 31311 FOOTNOTE: "SAMPLE" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY FIGURE INDICATES EXPOSURE B ];�- FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SHT, 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING G ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN eY: K.K. TOM CAMPBELL & AS IATES, INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: .JOB NO. GF07-0674 DATE: 10I23I2007 COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING IPOST,'PACING TABLE FREESTANDING 10, 20 6 30 ps1 OURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 24 OF 29 REVISED BY: K.K. 8 D.P. 10 # L.L 90 MPH 90,100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.wm 30# L.L.. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&( Of ax 9 Z) O m - F -+cpm O Z U - 5 O U) � (L Z rn 0 7" I -BEAM 110 MPH WIDTH DBL. T x8" x:042"BM EXB&C DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING TW" BEAMw/INSERT MAX,POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING 4'-0" SQ x MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN) MIN. POST TYPE FTG (IN ) MIN. TYPE POST FTG. (IN) MIN. TYPE FTG (IN.) MIN. TYPE FTG. (IN,) MIN. TYPE FTG (IN.) MIN. TYPE FTG. (IN.) MIN. TYPE FTG (IN-) MIN. POSI TYPE 4' 6'-2" 19'-5" 37 J 24 F 11'-9" 32 J 22 B 8'-0" 8'-4" 28 J 19 B 15-9" 32 J 22 C�/j 5' 4'-10" 17'-4" 32 J 25 F 10'-6" 32 J 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 C� 6• 4'-0" 15'-10" 32 j 26 F 9'-7" 28 J 23 B 6'-6" 6'-9" 28 J 21 B 12'-10" 32 J 24 5/ 7- X-6" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6-0" 6'-3" 26 J 21 B 11'-11" 28 J 25 C� B 3'-1" 13'-9" 32 J 27 F 8'-4" 28 J 24 B 5'-8" 5'-10" 26 J 22 B 11'-2" 28 J 25 Ex 9. 13'-0" 32 J 27 F 7'-10" 28 J 25 B 5'-4" 5-6" 28 J 22 B 10'-6" 28 J 26 E� 10, 12'-3" 32 J 28 F 7'-5" 28 J 25 B 5'-0" 5'-3" 28 J 23 B 10'-0" 28 J 26 Ex 11' 11'4" 28 J 28 F 7'-1" 28 J 26 B 5'-0" 28 J 23 B 9'-6" 28 J 26 E� 12' 11'-3" 28 J 29 F 6'-9" 28 J 26 B 9" tt 28 J 27 E,/ 13' 10'-9" 32 K 29 F 6-6" 32 K 26 B 8'-9" 32 K 27 E� 14' 10'-4" 32 K 30 F 6'-3" 32 K 27 B I 1 1 8'-5" 32 K 1 28 E� FOOTNOTE: "SAMPLE" MAY. 3 0 7.008 FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C PROFFss�o PSI.0 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &$. 0� No �8 r NOTE: �,p 3/31/ p8 ' FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. _ Nr WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES / SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING T-4" SQ x T-6" SQ x 4'-0" SQ x 10' -OR LESS 18" DEEP 18" DEEP 18" DEEP AND ATTACHED ED, 4'-0" SQ x 4'-7" SQ x 5-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 • DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 sf P DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED ED, HORIZ. NAND = 90,100 8 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 23 OF 29 REVISED BY: K.K. 8 D.P. 'AND i t to (9161 452-7021 FAX 403-1519 salas(ddumlumwin