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08-1519 (PAT)Y, P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4ht aF4Qu&M Application Number: 08-00001519 Property Address: 45185 DESERT AIR ST APN: 604-331-007-2 -23935 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 5520 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT --------------------------- - ------------------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm underpenalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, m icense is i full force and effect. License Class`: C51 Lice 379 Date: 5^8 Contractor: OWNER -BUILDER DECLARATIO I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not interided or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 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 contractorls) licensed pursuant to the Contractors' State License Law.). I—) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT Owner: RODNEY RESIDENCE 45-185 DESERT AIR LA QUINTA, CA 92253 Contractor: LA QUINTA PATIO COMPANY 40133 CALLE LOMA ENTRADA BERMUDA DUNES, CA 92203 (760)863-4335 Lic. No.: 449379 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 fln Date: 9/05/08 .e ------------------------------------------------ WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 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 1ST COMP INS Policy Number WEN0003727-03 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' compensa o rovisions of Section 3700 of the Labor Code, hwith co 'hos visi Date: �,_.a [.74pplicant: WARNING: FAILURE TO SECURE WORKERS' COMPS ATION COVERAGE IS INLAWFUL, 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 1 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, an reb autrize repr ntatives of this county to enter upon the above-mentioned p o or inspecti u s s. n Date:ignature (Applicant or Agent): '- Application Number . . . . . 08-00001519 Permit. . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 81.00 P1an.Check Fee 52.65 Issue Date . . . . Valuation 5520 Expiration Date 3/04/09 Qty Unit Charge Per Extension BASE FEE 45.00 4.00 9.0000 THOU BLDG 2,001-25,000 36.00 ---------------------------------------------------------------------------- Special Notes and Comments ATTACHED ALUMAWOOD LATTICE PATIO SHADE STRUCTURE TOTAL OF 415 SQUARE FT PER APPROVED PLANS & 2006 IRC;2007 CBC PER AJ ---------------------------------------------------------------------------- Other Fees . . . . . . . STRONG MOTION (SMI) - RES .55 Fee summary Charged •Permit Fee Total 81.00 Plan Check Total 52.65 Other Fee Total .55 Grand Total 134.20 1 LQPERD7IT. Paid Credited Due .00 .00 81.00 .00 .00 52.65 .00 .00 .55 .00 .00 134.20 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 ticampbell(cDcharter.net should you require additional information. Sincerely, Tom Campbell, PE Site Information Owner's Name Address City/Town State No. 37m m Exp• 3/31109 CIVIL A0 CAUF 0 S T I I- 7--32° -� 2x JUSTICE RESIDENCE 45185 DESERT AIR LA QUINTA CA. 92253 PROPOSED ALUMAOOD LATTICE SHADE STRUCTURE 1 10'-1" -i 15'-9" BACK YARD PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES ` � 1.-THEIDESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2005 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE: ASCE/SE) 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. 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. 8. 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 (HIP), 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 MAY 3 0 7000 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 BAND 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 & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 & 30 psl DURALUM PRODUCTS. INC. llQlAldR7.7n7i SCALE: NONEGENERAL RANCHO CUCAMONGA, CA (951) 741-2107 NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 REVISED BY, K K & 0 P. 9n 1nnA1 in MPH FAX 4OA-1fi10 ealncldlA„minm arm RAFTER, SEE TABLE FOR SIZE AND SPACING MAX: PRO'. fSEE SCHEDULE MAX. O.H. O. ?S 25% OF SPAN _ °STSA Ry " ✓ 7 rti G G �r. j- POST HEIGHT 1f SEE SCHEDULE I / LENGTH OF STRUCTURE VARIES Zz SFFT,�<gcrhG F NOTE: EACH COMPONENT IS INTER-. CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER SCALE: NTS TYPE'"F`ATTACHFD SINGL'E'Sf RAFTER, SEE TABLE FOR SIZE AND SPACING MAX..H. 25% MAX. SPAN _E/J HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES 147STj NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROD. NGBOr[OrryG �\ MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER, SEELE SIZE FOR 512E AND SPACING 3 ,- zs�OFPO �R 25%O OF [F G Q 97E: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED, _ (1 p' `O EAB LE WITH ANY OTHER SEE SCHED. FOR FOO TING'CUB CV71_O ENT UNLESS OTHERWISE SHOWN. - _ _ _ SPS I qy l NOTE: THIS OPEN LATTICE -TYPES' UCTU MAY NOT BE ENCLOSED OR Ir I'YTI••11 1/"�TI 11'1l�-+ _%O i� �� ir�r urn ATTR nI Ir� NOTE: THIS MAY SEE POST MAY 3 01008 MNX PROJ. SEE SCHEDULE MAX. O.H. 25% OF SP, HEIGHT LENGTH OF STRUCTURE VARIES �/ST/HG efii[O NG - POST WITH SIDE- PLATES SEE TAIL 3 12' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. J SEE SCHEDULE - FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. DRAWN BY: K. K. -� STSA-"yG PATIO COVER SYSTEM AS MFG. BY: E SFFTgdpgC"V DATE: 10/232007 gcr'yC NOTE: EACH COMPONENT IS INTER- a0 312' SLAB MAY USED ST B [F G DURALUM PRODUCTS, INC. 3 12' SLAB CHANGEABLE WITH ANY OTHER SFFT SPgcr I TO SCALE: NONE F MAY BE USED FOOTINGSEE COMPONTENT UNLESS OTHERWISE SHOWN. �[F Nc SCHEDULE NOTE: EACH COMPONENT IS INTER- °os SFFT TO CFOOONSTRAIN OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER POST HEIGHT SCHEDULE°EE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SEE CH€OUL 16 1 TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE OAF { ! h�C OST WITH SIDE- PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES 312' SLAB ATTACHMENT °STsa MAY BE USED WHERE, FT,1e gciy I PERMITTED. SEE SCHEDULE / . [F G Q 97E: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED, _ (1 p' `O EAB LE WITH ANY OTHER SEE SCHED. FOR FOO TING'CUB CV71_O ENT UNLESS OTHERWISE SHOWN. - _ _ _ SPS I qy l NOTE: THIS OPEN LATTICE -TYPES' UCTU MAY NOT BE ENCLOSED OR Ir I'YTI••11 1/"�TI 11'1l�-+ _%O i� �� ir�r urn ATTR nI Ir� NOTE: THIS MAY SEE POST MAY 3 01008 MNX PROJ. SEE SCHEDULE MAX. O.H. 25% OF SP, HEIGHT LENGTH OF STRUCTURE VARIES �/ST/HG efii[O NG - POST WITH SIDE- PLATES SEE TAIL 3 12' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. J SEE SCHEDULE - FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. DRAWN BY: K. K. -� POST CROSS-SECTION,POS PATIO COVER SYSTEM AS MFG. BY: JOB NO. GFo7 0674 SFFTgdpgC"V DATE: 10/232007 SEE POST DET L , NOTE: EACH COMPONENT IS INTER- a0 312' SLAB MAY USED ST B [F G DURALUM PRODUCTS, INC. 3 12' SLAB CHANGEABLE WITH ANY OTHER SFFT SPgcr I TO SCALE: NONE -RANCHO CUCAMONGA. CA (951) 741.2107 MAY BE USED FOOTINGSEE COMPONTENT UNLESS OTHERWISE SHOWN. �[F Nc SCHEDULE NOTE: EACH COMPONENT IS INTER- °os SFFT TO CFOOONSTRAIN OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SogC qe<F NG SCHEDULE°EE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE UIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE FOOTING TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE DRAWN BY: K. K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GFo7 0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE I.20 8 30 Psi DURALUM PRODUCTS, INC. SCALE: NONE -RANCHO CUCAMONGA. CA (951) 741.2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 3 OF 29 REVISED BY: K.K. & D.P. 90.100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duralumxam SOLID PANEL TYPES ATTACHMENT CHANNEL LENGALUMINUM T ROOF PANEL SEE DETAIL FPRp L1 OrBELES EVARIES SEE SCHEDULE /OA/ 1F S THAN FOR SPANS ENC(pSE O. SPAN D I "O.H " NOT TO EXCEED 25% YYY OF SPAN SEE DETAIL FOR SPLICE POST SP OPTIONAL: CANTILEVER BEAM m SQ. POSTS, SIZE VARIES SEE SCHED(/lES SE POST SCHEDULE FOR = 3 112" SLAB ATTACHMENT O S �OT TO M MAY BE USED WHERE ALTERNATE: OFSPq�kCEED n PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' NOTE: NO AT POST AND APEND BAYS THIS FOOTING WHERE REQUIRED ✓ s O SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTEF�% CHANGEABLE WITH ANY OTHER ;D COMPONTENT UNLESS OTHERWISELE OWN. No" 7'VOC "Au A I I A/l LIC'fl OIAI/-I C OOAAI to/7nAAIT11 C(-7C-/._IOTI AI EV* ALUMINUM OF ST ROOF PANEL O.H RUCruRE Vq SEE SCHEDULE FOR SPANS (MgyN07 0. S A 6E ENCLOSED ) "O.H" NOT TO EXCEED 259%. OF SPAN ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAILS - MIN. 0.5" SLOPE PER FT. SEE DETAIL FOR SPLICEPOS r \ SQ. POSTS, SIZE VARIES SEESCHIAC//VG 3 112" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE HT.= 12' �� Y 3 01008 J ERE REQUIRED S LE FOR FOOTING CUBE SIZE unn /J ALUMINUM ROOF PANEL PAIN. 0.5" SLOPE PER FT. SEE SCHEDULE FOR SPANS 0 "O.H." NOT TO EXCEED 25% OF SPAN THE PR��E O F S NcLO�q� ES SED OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 25% OF�� -NOTE!Rd0 SPLICE AT THIS POST AND AT END BAYS-- NOTE: AYS NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. int vgRIES (MgyNorgEENCIOSEp) SEE DETAIL FOR SPLICEI POST TOM CAMPBELL & ASSOCIATES. INC. SEE DETAIL FOR SPLICE POST PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07 0674 SEE OPTIONAL: CANT EVER BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SEESCHEOVL�S OPTI NAL: CAN E SO. POSTS, SIZE VARIES SC/�ED LES SEE OST SPACINSCHEDULE FOR = SQ. POSTS, SIZE VARIES RANCHO CUCAMONGA. CA (95 1) 741-2107 SE PST SPACINGE SCHEDULE R HORIZ. WIND . 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 29 REVISED BY: K.K. & D.P. 31/2"SLAB -0O 0.�.1OT7- '� 31/2"SLAB �kNO T OF ExCEED MAY BE USED CONSTRAIN _--- ALTERNATE: SINGLE POST OFS Ak/yCEEO N MAY BE USED TO CONSTRAIN ALTERNATE: SINGLE POST SP FOOTING, SEE SCHEDULE SEE SCHEDULE NOTE O SPLICE AT THIS FOOTING, SEE SCHEDULE SEE SCHEDULE NOTE O SPLICE A THIS POST DAT END BAYS, POST DAT END BAYS, FOOTING WHERE REQUIRED ✓ I /''j J FOOTING WHERE REQUIRED ✓ I / J SEE SCHEDULE FOR FOOTING CUBE SIZE '/�1/ SEE SCHEDULE FOR FOOTING CUBE SIZE /��1/ NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD 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 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LonD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07 0674 DATE: 7023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10.20 & 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (95 1) 741-2107 STRUCTURES HORIZ. WIND . 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 29 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH FAX 403.1519 sates®duralum.wm RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS ALUM. ALLOY 3004-H36 3„ 2 6.5" OR EQUAL 2 * SEE NOTE BELOW 024" 032" .042" ALUM. ALLOY 30044136 TRIBUTARY C � x 8" RAFTER DBL. 2 x 6 1/2" RAFTER 'T' (IN.) 90 MPH OR EQUAL "T' m °� 90 MPH 100 MPH 110 MPH (PSF) (IN.) N o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 25,_2„ 024 16 20,_3„ � 1 B'-4" 2 x 6 1/2" RAFTER 18,_1„ 16,_0„ L.L.= (PSF) 'T' (IN.) a 8 w o 90 MPH EXP. B EXP.0 100 MPH EXP. B EXP.0 110 MPH EXP. B EXP.0 13,_6„ 14,_5, 16" 14'-4„ 13,_0„ 13,_0„ 11,_8„ 12,_10„ 11,-4" 24'1" .024 24" 11,_8" 10,_7, 10,_7, 9'1" 10'4" 9'-3" 10 } 30 2 �1 16" 19,_1„ 17'4" 17,-4„ 15'1" 17,_1„ 15,-4„ 24" 15, 6" 14'-2",',l 14,_2, 12 _8„ 13'-11" 12 _3„ 15,_2„ 16" 26,4" 23,_10„ 23,_10„ 21,_6„ 23,_0„ 20,_10„ 12'4" 12'-4" .042 24" 21.-5„ 19,_6„ 19,1„ 17,_6,. 18,_9„ 17,_0„ 20,_2, 20,_2, 16" 10,_8„ 10'-8" 10,_8„ 10'-B" 10,_8" 10,_8„ 16,_6„ .024 24" 8'-9" 8'-9" 8'-9" 8'-9" 8,_9„ 8'-9" 12,_5, 12,_5, 12,_5, 12,_5, 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„ 16,_7„ 16,_7, 16" 19 _8„ 19 _8" 19'-B" 19,_8„ 19'-8" 19,_8" 13,_6„ 13,_8„ 24„ 16,_1" 16,_1„ 16,_1„ 16,_1„ 16'_1„ 16,_1„ 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" LO4 24" T-2" T-2" 7'-2" T-2" T-2" 7'-2" 16" 11,_9„ 11,_9„ 11,_9 11,_9„ 11,_8„11,_9„30 24" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 16" 13'-6„ 13,1„ 13,_6„ 13,_6„ 13'1" 13,-5„ 042 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" MAX. 024" -� 322" 90/100/110 MPH--' ALUM. ALLOY 3004-1136 OR EQUAL * SEE NOTE BELOW XPOSURE B,& C� 3.0" 8.0" 042" TRIBUTARY C � x 8" RAFTER DBL. 2 x 6 1/2" RAFTER 'T' (IN.) 90 MPH L.L.= "T' m °� 90 MPH 100 MPH 110 MPH (PSF) (IN.) N o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 25,_2„ 024 16 20,_3„ 18,-4" 1 B'-4" 16,-6„ 18,_1„ 16,_0„ 10 24" 16,-6„ 15,_0" 15,_0„ 13,_6„ 14,_5, 13,_1„ 20 .042 16" 27,_0„ 24'1" 24'1" 22,_0„ 24,_2, 21,4„ 24" .032 24" 22,_0„ 20,_0" 20,_0„ 18,_0„ 19,_8„ 17'-4" 16" 15,_2„ 15,_7, 15,_2„ 15,_2, 15,_2„ 15,_2, 20 .024 24" 12'-4" 12'4" 12'-4" 12'4" 12'-4" 12'-4" 16" 20,_2, 20,_2, 20'_2, 20,_2, 20,_2, 20,_2, .032 24" 161-6„ 16,-6„ 16'1" 16,_6„ 16,_6„ 16,-6„ 16" 12,_5, 12,_5' 12,_5, 12,_5, 12,_5, 12,_5, 30 .024 24" 10,_2, 10,_2' 10,_2, 10'_2, 10,_2, 10,_2, 032 16" 16,_7, 16,_7, 16,_7, 16,_7„ 16,_7„ 16,_7, o� 13,_6„ 13,-6„ 13,-6„ 13,-6„ 13,_6„ 13,_8„ ALUM. ALLOY 3004-1136 OR EQUAL * SEE NOTE BELOW XPOSURE B,& C� 3.0" 8.0" 042" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE BSO W BETWEEN MAY BE USED AT 32" D.C. OR 48" o� MAY 3 0 2008 r ,�.OMAS Na 3 �v9 TRIBUTARY m 9!3 C op x 8" RAFTER L.L.= (PSF) 'T' (IN.) 90 MPH 100 MPH 110 MPH BT EXP.0 EXP. B EXP.0 EXP. B EXP.0 10 .042 16" 28,_2„ 1 25,_7, 25,_7, 22,-6„ 25,_2„ 21,_2„ 24" 23,_0„ 20,_10„ 20,_10„ 18,_9„ 20,-6„ 18,_2„ 20 .042 24" 17,_2, 17,_7, 17,_2, 17'=2" 17'-2" 17,_2, * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE BSO W BETWEEN MAY BE USED AT 32" D.C. OR 48" o� MAY 3 0 2008 r ,�.OMAS Na 3 �v9 042 16" 17'-3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ . 30 24" 1 14,_2' 1 14,_2 14,_2 14,_2 14,_2 14,_2, N, DOUBLE RAFTERS WITH 3" MAX. SPACING k -SINGLE RAFTER SPANS ARE NOT EXCEEDED Trl\Q PROJECTION TRIBUTARY WIDTH TABLE LIVE LOAD = -CLEAR SPAN (F 1.) h "'Mqm COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING m000mmm®® 10, 20 & 30 ps1 DURALLIM PRODUCTS, INC. 1(916)452-7021 ®m�m RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORI2. VNND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH FAX 403-1519 sales@dumlum.com SHEET 6 OF 29 042 16" 17'-3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ . 30 24" 1 14,_2' 1 14,_2 14,_2 14,_2 14,_2 14,_2, N, DOUBLE RAFTERS WITH 3" MAX. SPACING k -SINGLE RAFTER SPANS ARE NOT EXCEEDED Trl\Q PROJECTION DRAWN BY: K.K. SPAN i. �i LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 h TRIBUTARY TRIBUTARY= COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING WIDTH 12 SPAN + O.H. 10, 20 & 30 ps1 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: 10/2312007 COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 ps1 DURALLIM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORI2. VNND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH FAX 403-1519 sales@dumlum.com SHEET 6 OF 29 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C .075" .750" .860" 24".300" .440" 24" TRI --"V" PAN�'- Q \, CAa/A C .07E. 40" L.L.= PSF 90 -MPH 100- MPH 110- MPH L �t� 6.00" 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. MAY 3 0 2006 NO.37 OPTIX® PRODUCTS ACRYLIC PER 20 #10 S.M.S. #10 S.M.S. #12`S -.M -S. y'_3 �Xp.31 11� R9.250 I.C.C. E.R. 5411 OR EQUAL 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. ^ ;c SKYLIGHT DETAIL 1 r 1L" X J 1/L" VV HANEL 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. 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 100- MPH t=.020" t=.024" t=.032" t=.040" 6" 8" 6" 8" 6" 8" 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 7'-1" 7'-1" 8'4" 8'4" 9'-10" 9'-10" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. 910 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 & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 PANEL FASTENERS HORI2. WINO = 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 5 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales®dumlum.=m HANGER CHANNELS AND MOUNTING BRACKETS 1.50" WALL FASTENERS ALUM. 3004-H36 .078 2.740" .06W; SEE TABLE 300" 1.50" _ , 633" I 1 .202" .25"R —� . n5' I 01(2)90" DIA. .563" 04 N M CD 281„ ALUM.ALLO 6063-T6 .060" B N WALL FASTENERS 1.75" R ROLLFORMED HANGER i R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \� ALUM. PANEL 2x OD 3x ALUM. RAFTER FASCIA BOARD' ALLOWABLE PROJ. SEE TABLE BELOW Y EXTRUDED HANGER CHANNEL EXIST. EAVES, RAFTER EXISTING EAVE_,_ EXISTING EAVE CONNECTION t 2 010 SMS (a PANEL LOCKS OR #8 SMS . 04" SEE TABLE AT EA. CONTACT AT 2x FASCIA I AT MASONRY OR ;J DESIGN Ja CONTINUOUS A- RAIL CONCRETE ROOF PANEL 3 (WHERE OCCURS) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 ALUM.ALLOY 6063-T6 LL=30 010 SMS @ EA. CONTACT T) ALUM.ALLOY 6063-T6 J J K 100 WALL CONNECTION O1 I.R. HANGER T=.060" J III IN WALL FASTENERS CJ SEE TABLE O AT 2x FASCIA AT WOOD STUD AT MASONRY OR ;J DESIGN Ja APPROVED 3" OR 4" CONCRETE INSUL. ROOF PANEL o 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 MFS II 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 BorD E E E J J K 16'-9" 0- DESCRIPTION OF LAG SCREW SEE NOTE BELOW) zz A=3/8"0 x 1 112" @ 12" O.C. E=3/8"O x 4" @ O.C. EACH STUD Haw B=3/8"O x 1 1/2" @ 8" O.C. F=7/16"O x 4" @ O.C. EACH STUD �rW.Ia LL�r C=7/16"O x 1 1/2" @ 10" O.C. J=1/4"0x1 1/8"@16"A.B. 0=7/16"O x 1 1/2" @ 12" O.C. K=1/4"0x1 1/8"@12"A.B. EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4"16" FULL OR 2" x 4"1'-6" FULL O.C. V-6" 16'-8" 13,_10" 9'-3" 2'-0" 11'-8" 8'-8" 5'-10" 24" O.C. 10,_811 8'4" 5'-6" 2'-0" 7'-0" 4'-6" T-0" 2'x6"FULL OR 2"x8' NOTCHED 24" O.C. 2'-0" 17'-6" 14'4" V-6" / / 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 O 10 SMS T 1.880' AT 12" O.C.C 3 0 200 `_,�Esslujv S CA CQ �r c9t-" N 4$ O. 379 EXp. 3131109 � /' 10# L.L.=(2)#8 SMS EA. SIDE v / x1 1/2" 20#/30#L.L.-(2)#10.SMS EA. SIDE 3/16" U- BRACKET r 0 STEEL 0 1/4"0HOLES,TYP. II/ 3/4" OR 1 1/2" 0 NOTE: PROVIDE WATER 8' O PROTECTION, METAL FLASHING I 2x6 1/2"i O O r CAUCK JOINTS AND SLOPE 5"MIN. OR 8" 1 TO DRAIN RAFTER [ TYPICAL BRACKET AT EVERY 2x I — � 1 1/4' O_R 1 1 /2" _ _ _ \ FOR SPAN SEE ALLOWABLE I DECK/RAFTER SPAN TABLE '. EXISTING WOOD STUD FRAMING � / LENGTH/tl;�Z ' 2.6 OR 7i8 LEDGER 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 sf / RAFTER 2 EACH 7116"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf )-010x1 3l4" (3)-#1 x312"W.S. PATIOCOVER -' RAFTER T,Q� WALL CONNECTION O NOTE: PLACE"SIKA FLEX"OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKEr MAY BE MOUNTED 4 BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. 1 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL BRACKET 10, 20 6 70 ", DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONEAND RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 85828 SHEET 7 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 & 110 MPH FAX 403-1519 sales�duralum.wm 1 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS �3„�2—{—y = t. , 1 �J 3.00" SQ. 3.00" SQ' I L6 G=3"SQ.xt=.188" 3.00"SQ. 032" @10 SMS �( In 024r 24"O.C. 1�1.0��- O H=3"SQ.xt=.250' EA. SIDE o a J=4"SQ.xt=.188'll 1� ir 6.5.. � O —� .075" �I o 032" 4). K=5"SQ.xt=.188" .040" ALUM. .032" .048"STEEL O 024"O O 3.0" 4.0" OR 5.0" B 5/8" PLASTIC PLUG 3" SQ. ALUM. POST 3" SQ. ALUM. POST O 004- 3s MAG POST SQUARE —WITH SIDE PLATES D 3" SQ, ALUM. POST STEEL POST ALUM. ALLOY 3004 H36' 3 SQ. STEEL POST ASTM A36 GRADE 40 1•!QI t) ALUM ALLOY 3004-H36ASTM A653 ALUM. ALLOY 6063-T6 �ESSl qt ALUM. ALLOY 3.00" OR\� z.o•' 6063-T5 2.40' QUO CAMpe 0 . \ \ 0 5 2t� 1.375" �7/16"OHOLE .56" 2 FLANGES V R, 21/8"APART Z 7D 0 .75" 2.5" 0 3 0 ASTM GRADE 40 STEEL 1'125 X10 31311 0 75" .75" BASE FLARES 157" TO 3"WIDE EA. ` 1.60" TYP. _ _ _ SIDE OF FLANGES 1.50 USE FOR 3" INSTALL WASH. PLATE POST ONLY e . OTYP. 5.50" 1-7/16"0 HOLE 1 /B'x 5l,16" x SY2" WHEN USING " HOLES IN 110 MPH -WIND AREA C� 2- 5/16"0 HOLES &TYPBEA. IDE `.090".BRACKET-FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5. T=.060" TYP. 6.. " SCREWS OR 21/8" 2 118" SCREWS ^T'BRACKET _jIff NTO WALL) 7/8 @ 3"SQ. POST W/ (2)al12 SMS EA. SIDE OF POST OR3' S0. ALUM POST 06'`12 POST B. THROUGH LX 7 GA. PL. (.18 )W11/16"0 ROD 3/16" ve" 21040 STL. AUGER PARTS PAINTED 20" 2D' RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET: 2 112'x 2 112' 3" 3�� i OR HOT DIPPED GALVANIZED — (1) -1/4 -RSI 0 M.B. x 7 GA. STL. OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA. -it 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 3/16"10- STEEG ELL A ' STEPLATE 3' x 8' ALUM. HEADER SINGLE PASS WELDED NOTE: ASTM A36 "H" BRACKET 1 AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED 3' SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL HEADER BRACKET ONLY. OR HOT DIPPED GALVANIZED NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. STEEL FOOTING 6 CCG rnnlr CI AR Pl1CT CPArlMr. TART r PnP CPArIMf, DRAWN BY: K.K. TOM CAMPBELL 8, ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GFo7 0674 DATE: 1Dn3rzoD7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10. 20. 30 DURAL PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 POST TYPES HORIZ. WIND = D 8269 ALPINE AVE., SACRAMENTO. CA 95826 IN SHEET 8 OF 29 REVISED BY: K.K. d D.P. 90, 100 8 110 MPH FAX 403-1519 sales@duralum.com COLUMN /POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 20" 21" SO. 12" ALUM.-rBRACKET USE WITH 25" SQ. 16" 24" 28" SO. 20" "T" BRACKET 32" SQ. POST TYPE B.C.D. ORE STEEL --BRACKET USE WITH 28" , I STEEL POST ONLY: USE POST TYPE (3)•5!8-0 BOLTS _ FOR POST TYPE J 39" SO. -SO. 32" POST TYPE B.C.D,E,F.G H.J OR K. 30" 34" F. G. H. J OR K 32" — (d 3 POST Wl 3 SO, POST (2}#12 SMS EA 3' SO. POST ALUM.T BRACKET: EQUAL 55" SO. I i 40" 60" SQ. 415' SIDE OF POST OR 64" SO. KvlK BOLTS OR 44" 1 , 43 - (2)•12-0 BOLTS 1 16"INSERT 1/4' M.B. THROUGH STEEL?'13RACKET., USE (21.3/8'0 HILTI KWIK 12 DEPTH OF FOOTING OR 1 , FOR ALL OTHER x .188' POST SEE NOTES BELOW BOLTS OR EQUAL 12" MIN. EMBD. I I 1 1 CONDITIONS 415. ASTM A36 (2)-3/8"0 HILTI "KWIK"' (2' MIN, EMBEDMENT DEPTH STEEL BOLTS, OR EQUAL. EACH FOR KWIK BOLTS `.' T.O.C.. BRACKET TO SLAB. 1 I 2"S PLT MINIMUM DISTANCE TO •� Li w ri .BASE EDGE OF SLAB = 2-1/2' a C, w ASTM A572 STEEL DE TH w �? = 3/16" SLAB SHALL BE IN POURED CONCRETE F U)) _ GOOD CONDITION FOOTING SEE NOTE W 3" SO. POST (STL.) - - FOR SIZE (1)-12"0M.8. o OR FLUTED OR 4' S0. POST (STL.) 3 1/2" MIN. SEE FOOTIN x9' LONG. 1' SQUARE SCHEDULE QUAR FROM END SEE FTGS. INSERT OF POST SCHED. pL,Sle'THK. EXISTINGTSLAB �7 _ _3" SO. POSTS TO CONC. FOOTING O SQUARE INTO POST FOOTING EMBED. O 1 12• 9" 11 12" 1 12" 15" 1 11 12" ATTACHED ALTERNATE FTG CUBE SIZE SO. 18" DEEP ' CUBE FTG. 18" 18" SO. 12" 20" 21" SO. 12" 22" 25" SQ. 16" 24" 28" SO. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SO. 28" 32" 43" SO. 30" 34" 47" SQ. 32" 36" 51" SQ. 34" 38" 55" SO. 37- 40" 60" SQ. 39" 42" 64" SO. 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)-12"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)-314-0 4 3/4' 40' - 42' CUBE (4)-3/4'0 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. "r BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM. 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X X 0'SY- AT STEEL "T' BRACKET. MAY 3 0 3. POST TYPE F DO NOT USE STEEL 'T" c0 FR BRACKET W/ 7" I-BEAM.'�1L� OFF OD RT > �� n � / NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED WELDED STEEL BASE PLATE 1 jo BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12'SO. x5/8' B. C. 0.F&G 18' SO. x 5/8' 8, C. D, F. G. 8 H I FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4.0 HILTI KWIK BOLT TZ CARBON STEEL 12-02-x5/8- PER I.C.C. ESR -1917 OR EQUAL ( 4 3l4- EMBEDMENT DEPTH) (4)- 314.0 HILTI KWIK BOLT CARBON STEEL 18"xl8'x 518' PER I.C.C. ESR -19170R EQUAL ( 4 3/4' EMBEDMENT DEPTH) DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC.LIVE COLUMN LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 psl DURAIUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (95 1) 741.2107 AND EMBEDMENT HORIZ. NAND - 8269 ALPINE AVE.. SACRAMENTO. CA 95826 REVISED BY: K.K. 8 O.P. 90, 100 8 I W MPH (916) 452-7021 FAX 403-1519 sales@duralummm SHEET 9 OF 29 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" rSQ. fmSPLICE WHERE SPLICE WHERE 179" OCCURS SPLICEWHEREOCCURS 1 4.6- nP. P93 2.s7" 4.6• 14"RTYP. .048" 2.19" 2.04• .obs• 2.04 1 r2.08" oss J I .28" 1-I TYP. 3.0 a.0000 - z r --j 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 4" py 3 0 �ool) d 3.0"s" Q�FESS�UN�- -r ,.cA,yFti Mme. ---2•6.5- -I- `Lr 0 �� .042" SPLICE T WHERE 4" SPLICE WHERE 'i m 8.0* OCCURS —070 occuas F— NQ, 3 .032` TYP.-110" :3r Fm :o. T.) TYP. 1 �r4 a ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL �- - I 6063-T6 F 6063-T6 OR EQUAL 4iIKBEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O cX1 I 1� ALTERNATE STEEL C -BEAM FOR ALUM. 1 -BEAMS F- 3• e• I I l 5"MAX. 3„ --T6 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM i JJ I .042'---, oaz- I T- 14 GA. 7" I-8EAM = 12"x 3 1/4" x 12 GA. STEEL C -SEAM I g 7.67$" ASTM A653 GRADE 50 i I 625" ALUM. ALLOY 3004-1136 O ALUM. ALLOY 3004-H36 I oR.EOUAL^;-� OR EQUAL M 2,875' <f • "_'— 3 x 8 -BEAM WISTL:"tNSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEEL INSERT DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 OA TE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 d 30 ps! DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES H, V110 - ALPINE AVE.. SACRAMENTO, CA 95626 SHEET 10 OF 29 REVISED BY: K.K. 6 D.P. 90, 100 d 110 MPH loo (91fi) 452-7021 FAX 4011519 sales®Ou2lum.rnm (915 OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM. OR HARDBORD ) 2412 x 12" S.M.S. EACH SIDE OF 3' SO. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT Wl WASHER EA. SIDE OF 3" SO. POST + 1.10" T— I O 1.50.1 3' SO. POST 2410 x 1l2" S.M.S. EACH SIDE OF 3" SQ. POST (4 -TOTAL ALTERNATE' 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST I 3.00' 3" SQ. POST OR .240" GUTTER FASCIA MAG BEAM 3" SO. POST 3"SQ. STL. BEAM BEAM TO POST CONNECTION DETAILS "x 8" x.042" BEAM, ' SQ..STEEL OR AG BEAM. i (4)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=16 t 3" X 3" ALUM. OR� •, �STEEL P7 llvLOST — �� 14 �"H - BRACKET TO POST O 13 ALUM. -ALLOY 3003-1-124 28" �! �3" 2" •018„ 1 2"x3" LATTICE TUBES P1 #8 x 2 "SMS, 2 1/2" j C OR 3 1/2". TYP. ( ` _ 1 1/2" OR 2" SQ. OR 2"x3" LATTICE'•`. @ 3"O.C. MIN. UP TO T.-O.C. MAX. 1 ' RAFTER LATTICE TUBE TO RAFTER f #10 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. i ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER FASCIA #10 S.M.S. @12"O.C.� ALUM. ALLOY 3003-1-124 1.50" 1.50" 28" -�~ 2" 2" 1 1/2" SQ. OR P 2" LATTICE TUBE 2 QI )FES1 1- \ MAY St. CCO ,q,N rod' � "m� No.3me ; Exp" W31/09 6 1/2"x2"x .024"RAFTER \)-#10 S.M.S. EA. SIDE (4) -TOT. #10 S.M.S. TOP & BOTT. (2) -TOT. 1 1/4" ALUM. BRACKET X RAFTER "TAIL" TO GUTTER 15 r - 3.125" FOR 3 x RAFTER 2.125" FOR 2 x RAFTER 1 1/2" t = .040" 6063-T6 t = .040" 3004-1-136 ALUM. ' f (4) - #8 x 3/4" TEK SCREWS I F BRACKET TO RAFTER ) �1/2" MIN. 10 0 2000 2.750" (4) - #8 x 3/4" TEK SCREWS BRACKET TO BEAM -"U""BRACKET - RAFTER TO BEAM 18 DRAWN av: K.K. TOM CAMPBELL &ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10. 20 8 JO psl DURALUM PRODUCTS, INC. SCALE: NONE, RANCHO CUCAMONGA. CA (951) 741-2107 TTACHMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 6 D.P. 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales®duralum.com SHEET 12 OF 29 C SPLICE DETAILS 11 1 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT I 1 (8 #10 OT .s. II #12 S.M.S. II TYP. THICKNESS =.035' (24 TOTTYP THICKNEPSS = .035" 6.38" II II t 11 + -f tt t t t t tt ALUM. A-JLLLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES D I I C7 RMED & EXTRUDED FASCIAS (2VALLEY, TY�. m� 77-1 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.0-BEAM THRU-BOLTS 3 ? TOTAL= (8)-1/2"0 BOLTS m�� FES ..... _.._.................................... _.... .--.-... ........ ................ .... .._.............__..._.... aQ SQ. POST 1.001,Q( 0 0 0 ,r`�' ps l CgM,p Fy, BEAM TO POST CONN. SPLICE WHERE 2.00" ) r m OCCURS _ 070" 411 ' N0. 37948 rT NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE r -SPLICE (ONE_ SIDE OF WEB) MAY BE USED. SPLICE WH Occul ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE #12 METAL BACKED, • (�I NEOPRENE WASHERED TEK SCREWS @ 8-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" SM. TO BRACKET 2- 3/8"0 M.B. THRU STL. "T" BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. TYR TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = ° ° JOB NO. GF07-0674 ALUM. ALLOY DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 8 30 PSI DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 SPLICE DETAILS 6063-T6 8269 ALPINE AVE., SACRAMENTO. CA 95826 1 6" 1" REVISED BY: K.K. & D.P. 4" I -BEAM 3'-0" (916) 452.7021 FAX 403-1519 sales®dumlum.wm MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE r -SPLICE (ONE_ SIDE OF WEB) MAY BE USED. SPLICE WH Occul ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE #12 METAL BACKED, • (�I NEOPRENE WASHERED TEK SCREWS @ 8-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" SM. TO 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: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 8 30 PSI DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 SPLICE DETAILS HORIZ. WINO = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 11 OF 29 - REVISED BY: K.K. & D.P. 90, 100 8 110 MPH (916) 452.7021 FAX 403-1519 sales®dumlum.wm "10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS' ;12' OR LESS -EXP. B &(C; 10238007 [DRAWN > POST SPACNGTABLE FREESTANDING 3" SQ. STEEL BEAM DBL. 3'x8"x.042' BEAM DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM NONf 3"x8" BEAMw/INSERT AND ATTACHED MINIMUM NO. OF POST 8269 ALPINE AVE.. SACRAMENTO• CA 95826SHEET 24 OF 29VISED BY: K.K. d D.P, t0 i LL 90 MPH 90,100 d 110 MPH (916) 452-7021 FAX 403-1519 sales@dumIumwm I- F 70 O Z m U - g MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. L U FOOTNOTE: ' m Um a SPACING MIN. SPACING MIN SPACING SPACING MIN, SPACING FTG. MIN FTG. m m POST TYPE 1 POST TYPE 2 I- EL Z i N O FTG. POST FTG. FTG. POST FTG. FOR DBL. FOR 3' x 6' FTG. POST FTG. POST �- (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2 z 6.5x.032' BEAM (IN.) TYPE IN' (IN.) (IN.) TYPE IN (IN.) EXP. B EXP. C EXP, B EXP. C 4' 25'-4" 17'-4" 28 G 22 1, 23'-10,. 33 G 23 16'x" 16,x„ 28 G 20 32'-0,. 33 G 27 6' 2 2 2 2 2„ 15'-7' 16.-4„ 1,-0„ 5' 20'-3" 16'-1" 28 G 23 21 33 G 24 14'_8" • 14'-8" 28 G 21 28'-7" 33 G 28 r 2 2 2 2 20,x., 13'-11" 14'-8" 7'-9" 6' 16'-10" 15'-2" 28 G 24 19'x" 33 G 24 13'-4" 13'_4" 28 G 21 26'-2" 33 G 28 e 2 2 2 2 18'-10' 12'-8" 13'-4" 5'-4" 7' 14'-6" 14'-4" 28 G 25 1s'-1" 33 G 25 12'3" 12' 4" 28 G 22 24'_2" 33 G 29 9• 2 3 2 2 17' 6 1'-9" 12.4" 8' 12'-8" 13'-9" 28 G 26 28 G 25 11 7"11 11'-7"11'_7" 26 G 22 22'-81'-11 33 G 30 lo• 2 3 2 2 16'-4" 0 t.9 11'-3" 13'-3" 28 G 26 15'-15 28 G 26 10,-1101„ , 0'-1 ''0 26 G 23 21' 404 33 30 ,1' 3 3 2 2 -5° 1 10' 10'-2" 12'-9" 28 G 27 15'-2" 28 G 26 ,0' a" 10-4 26 G 23 20'-3" 33 G 31 12 3 3 2 2 14'-8" - 10" 10'-4" 9 -7" 11' 9'-3" 12'-4" 28 G 28 14'-5" 28 G 27 9' 10" 9'-10" 26 G 24 19'-4" 33 G 32 13. 3 4 2 2 13'-11" g'-4" 9'-10" 18' 8" 12' 8'-5" 12'-0" 26 G 28 13''9" 28 G 27 T-5" 9'-5" 26 G 24 18'-6" 33 G 3214• 3 4 2 2 13' 7'-9" 11'-8" 28 H 2928 H 28 9-1 9"1 28 H 24 17'-9" 28 H 32 15• 3 4 2 3 12'_10„ 14' 7'-3" 11'-5" 28 H 29 12'-9>-1 �„ 28 H 28 8-9 8.�:, 8-g 8. s.. 28 H 25 17A" 7 28 H 33 16' 4 4 2 3 15' 6'-9" 11'-2" 28 H 30 12'-4' 28 H 28 8'-5" / 8'-5" / 28 H 25 16:-15" 28 H 33 1T 4 5 2 3 16' 6'-4" 10'-11" 28 H 30 11' 1111 28 H 29 8'-2" 8' 2., 28 H 25 16' S 28 H 34 16 4 5 2 3 �„ 7.9„ s, 2„ 17' 5'-11" 10'-8" 28 H 30 1 7 28 H 29 7'-11" 7'-11" 28 H 25 15 6 28 H 34 19 4 5 3 3 1'-z" T-6" T-11' 18' S'-8" 10'-6" 28 H 31 11'-3" 28 H 29 7'-8" T-8" 28 H 26 28 H 34 zo' 4 5 3 3 0'-10" 7' 4" 7 -8„ 14' 7" 19' 10'-4" 33 H 11 1-9>' 33 H 29 T-6"7 T-6" 33 H 26 14'-8" 33 H 35 FOOTNOTE: ' 5'-4" 31 0.7•� 2 7,-61• 14'_3•. 20' 33 H 31 10'-8" 33 7-' 4" 7 33 H 26 1 q' 33 H 35 HERDER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED S'-1" 10'-2" 10'-4" 6'-11' 7'�" 3-10" ALLOWABLE SLAB SPACING `. e, -p •'M FOOTNOTE: ' OR LESSER MUST BE USED MAY 3 01008 COL. TYPES 1 =.024" SIDEPLATES. USE ON CONC. SLAB ONLY NOTE: r` Q COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING! 7� Cn !" FOOTING SHOWN REPRESENTS LENGTH OF x EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS. CUBED FOOTING SIZE FOOTNOTE: "SAMPLE" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY FIGURE INDICATES EXPOSURE 6 iFIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES �� SHT, 9 FOR ATTACHED 8 SNT. 2J FOR FREESTANDING _ (r• ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. Br: K.K. TOM CAMPBELL b AS IATES. INC. LATTICELIVE LOAD PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.067E. 10238007 [DRAWN COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING POST SPACNGTABLE FREESTANDING 10. 20 6 30 sl PALE: OURALUM PRODUCTS• INC. NONf RANCHO CUCAMONGA. CA (951) 711-2707 AND ATTACHED HORIL WIND 8269 ALPINE AVE.. SACRAMENTO• CA 95826SHEET 24 OF 29VISED BY: K.K. d D.P, t0 i LL 90 MPH 90,100 d 110 MPH (916) 452-7021 FAX 403-1519 sales@dumIumwm 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12- OR LESS EXP.B&C It I- � D o 3 ro O Z m O — 5 a `n z f<n0 7" I -BEAM 110 MPH WIDTH DBL. 3"x8"x.042"BM EXB&C DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING 4'-0" SQ x MAX.POST SPACING FOR DBL. 226.5x.032 MAX.POST FOR 3 x 8 BEAM FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG ( IN,) MIN. POST TYPE FTG. ( IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. TYPE FTG (IN.) MIN, POST TYPE FTG. ( IN.) MIN. POST 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 Cx s• 4'-10" 17.x„ 32 J 25 F 10'-6" 32 J 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 C� 61 4'4" 15-10" 32 J 26 F 9'-7" 28 1 J 23 B 6-6" 6'-9" 28 J 21 B 12'-10" 32 J 24 C f 71 T-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 81 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 E� 91 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 E� 11' 11'79" 28 J 28 F 7'-1" 28 J 26 B 5-0" 28 J 23 B 9'-6" 28 J 26 E/ 12' 11'4" 28 J 29 F 6-9" 28 J 26 B 9'-1" 28 J 27 E� IT 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 1 K 27 B 8'-5" 32 1 K 28 E�/ any ;� o Looe FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C PROFESS�O, ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B rm E Ex �. 3i% � Z NOTE: P. 313 N09 FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS. CUBED FOOTING SIZE C �c A. MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ( I 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 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP AND ATTACHED 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: 1012:2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10.20 6 30 P. OURALUM PRODUCTS, INC. 1(9161452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED HORIL WIND + 90,100 8 110 MPH 6269 ALPINE AVE.. SACRAMENTO, CA 95826 FAX 4011519 saI.Ndlduralumwm SHEET 23 0F 29 REVISED BY: K.K. & D.P. In n t 1 I to uPw Stn ff Ci of La City Quanta Building M Safety Division P.O. Box 1504, 78-495 Calle Tampico CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 0ALaQuinta, Project Address:' S" c �a � Z Owner's Name: QLD rw g - L) S r t A. P. Number: Address: -nt PEP— Legal Description: City, ST, Zip: Contractor: L,4 U(,J 7"6fi PA -T -'/L) CSO Telephone: Address: 40 - ( 3 3 G'/+ Lf- a O /vi O J= N -'ILA-©f } Project Description: City, ST, Zip: /V a 1 O L.- A 1:7 a ;Z- p,UNam Telephone: 7(ozP,-57 q- /v`f 3 State Lic. #: 013 7 City Lic. #: 9q 1(o Arch., Engr., Designer: -- J Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: W O L F Sq. Ft.: 4/,!5--T# Stories: # Units: Telephone # of Contact Person: - 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 Cales. Called Contact Person Plan Check Balance Energy Cates. 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.OA. Approval Plans resubmitted Grading IN HOUSE:- '^' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.1.P.P. Pub. Wks. Appr Dale of permit issue School Fees Total Permit Fees