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09-0402 (PAT)54775 Avenida Alvarado P.O. BOX 1504. 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 I IIIIIII VIII III VIII (III 22 . IE i Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: 09-00000402 54775 AVENIDA ALVARADO 774-292-030-4 -000000- PATIO COVER - RESIDENTIAL COVE RESIDENTIAL 2953 Architect or Engineer: ifr 44didai BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: LOCKARD T SWIFT 54775 AVENIDA ALVARADO LA QUINTA, CA 92253 Contractor: LA QUINTA PATIO COMPANY 40133 CALLE LOMA ENTRADA BERMUDA DUNES, CA 92203 (760)863-4335 LiC. No. : 449379 r VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/01/09 MAY 0 4 2009 CITY OP LA QUINTA LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busines •nd Professionals Code, and my License is in full.rce and effect. License Class: CSk `' . ns . o.. 4 9379 ER -BUILDER DECLARATIO I hereby affirm under penalty of perjury that I am exempt from the Contractor's -e 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 )e500).: ( 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The 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 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 p 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 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 show ubject to w rkers' compensation prov. ions of Section 00 of the Labor Code, I sall fort ith lyjv th tho . p 'sions. licant: WARNING: FAILURE TO SECURE WORKERS' COIbfPENSATION COVERAGE IS UFAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO 0 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 comp ith all city and county ordinances and state laws relating to building constructio. n erebyp•thize rep r gp tatives of this coin.y to e!ter upon the above-mentioned property t nspects s. % e:CJ mature (Applicant or Agent): Application Number 09-00000402 Permit Additional desc Permit Fee . . Issue Date . . Expiration Date PATIO COVER PERMIT 54.00 ' 10/28/09 Qty Unit Charge Per Plan Check Fee Valuation BASE FEE 1.00 9.0000 THOU BLDG 2,001-25,000 35.10 2953 Extension 45.00 9.00 • Special Notes and Comments INSTALL 2 ALUMAWOOD LATTICE SHADE STRUCTURES AT REAR OF SFD TOTAL. OF 222 S.F.. Other Fees BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES '.50 Fee summary Charged Paid Credited Due Permit Fee Total Plan Check Total Other Fee Total Grand Total LQPERMIT • 54.00 35.10 1.50 90.60 .00 .00 .00 .00 .00 .00 .00 .00 54.00 35.10 1.50 90.60 DRIVEWAY CALLE PORTRERO 54775 AVENIDA ALVARADO EXISTING HOME NORTH 9 9" 130'• 10" PROPOSED ALUMAW000 LATTICE SHADE STRUCTURES BACK YARD 60' 1 CITY OF � QUINTA BUILDING & APPROVED' FOR CO DATE$_ .09BY �T OGV fVA1V VOIN3Ad EAST 9'-9" 7' 31. 2 Co .--1IN 0 '7' 9' 51!l 2 1- 0 2 x 3 ALUMINUM LATTICE 8' 7'-11 6" 2 x 6' ALUMINUM RAFTER 3 x 8 ALUMINUM HEADER 14'-1" EXISTING WINDOW 17' 3x3 ALUMINUM POST 6'-10-1 EAST ELEVATION 2 x 3 ALUMINUM LATTICE 10'-7" 12' 34" 2 x 61- ALUMINUM RAFTER 3 x 8 ALUMINUM HEADER 14'-1" EXISTING WINDOW 17' 3x3 ALUMINUM POST 9'-5Z" SOUTH ELEVATION 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 ticampbeWcharter.net should you require additional information. Sincerely, Tom Campbell, PE Site Information Owner's Name Address City/Town State tc)St, Cr- w 04/ oG N0.3 rr- rm j� 697. 3/31/09 &/ CML * 9�..CFCALiFO��\P/ _/11 /&1irJ4 G,40vli.( AZVi�-/Gado C� - qzz�3 1 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, talAzot GENERAL NOTES: MAR 15 GOVERNING CODES : ' 1' THE .DESIGN COMPLIES WITH THE -2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. - 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL. HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. DRAWING NOTES : 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAVVINGS AND SPECIFICATIONS NDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SHOWN SUPERVISE AND DIRECT THE WORK AND REPRESENT THE FINISHED STRUCTURE, SHALL BE SOLENLESS LY RE SE NOTEDPONS BLE D FOR ALL LO NOT ICONSTRUCTION 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 8, 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. 0 POUNDS 25. VERTICAL200 POUNDS PER SQUARE FOOT PER OFOOT OF PER DESIGN SQUARE FOOT. DESIGN FOOTING DEPTH. (EQUAL0 F/LATERAL BEARING x 2 PER PRESSURE IS 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. 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. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 1 DRAWN BY: K.K. DATE: 1012312007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL 8 ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 GENERAL NOTES 1 UVE LOAD = 10, 20 8 30 psi HORIZ. WIND = An 1n11A11n MPH `PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 1DURALUM PRODUCTS, INC. 18269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 (A1R1 d. 2_7n21 FAX an:i-1519 sI enlactThrlpralion nvn ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H" NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES ATTACHMENT CHANNEL SEE DETAIL PAN SOLID PANEL TYPES LENGTH OF ` ` VARIES AND TOTBELES THNH THE' IF ENCLOSED 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' OPTIONAL: CANTILEVER BEAM SEE SCHEDULE FOR POST SPACING ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE ALTERNATE: SINGLE POST SEE SCHEDULE ATTACHMENT CHANNEL SEE DETAILS MIN. 0.5" SLOPE PER FT. ANDLEN SHALLOF STRUCTU THE HAN TOTBELESSEVARIES ON IF ENCLOSED PROJECT/ON ED SQ. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. EE SCHEDULE HT.= 12' FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: NO SPLICE AT THIS POST ANDA END BAYS. NOTE: EACH COMPONENT IS INTE CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWIS TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OP ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE O.H LENGTH OF STRUCTURE VARIES (MAyN E ENC OPTIONAL: CANT EVER BEAM SEE SCHEDULE FOR POST SPACING ALTERNATE: SINGLE POST SEE SCHEDULE NOTE VO SPLICE AT THIS POST VD AT END BAYS. FOOTING WHERE REQUIRED J4 "' SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD TYPE "C" FREESTANDI NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. NG W/CANTILEVER OPTION DRAWN BY: KK DATE: 10123/2007 SCALE: NONE REVISED BY: KK. 8 D.P. POST SP SEE ACiNG SCHE• Dv' ES ALTERNATE: SINGLE POST SEE SCHEDULE OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING ERE REQUIRED ✓ E FOR FOOTING CUBE SIZE AR 1 5 2009 -NOTE 0 SPLICE AT THIS POST AND AT END BAY NOTE: EACH COMPONENT•IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. "B" ATTACHED MULTISPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS MIN. 0.5" SLOPE PER FT. "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES O.H 1�'P Sr sp SEE SACING CHED CE 3 1/2" SLAB MAY BE USED ALTERNATE: TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE NOTE NO SPLICE A THIS SCHEDULE POST VD AT END BeYS. ""4"."4".""IIIN*4"."AliW ...............,000°........... FOOTING WHERE REQUIRED ✓ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERVMSE SHOWN. O.H LENGTH OF STRUCTURE VARIES ( MAY N BE ENOL • to ` OPTICNAL: CANT LEVER BEA SEE SCHEDULE FOR POST SPACING �I OSED) O• N, NOT 5A OF SP EXCEED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 SOLID PANEL STRUCTURES LIVE LOAD = 10, 20830pst HORIZ. WIND= 90, 100 8 110 MPH IPATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO. CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO. GF07-0874 SHEET 2 OF 29 i RAFTER. SEETABLE SIZE SIZE AND SPACING,' OPEN LATTICE TYPES Fk/STING 84,014,0 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED OR COVERED. 2S&O RAFTER, SEE TABLE FOR SIZE AND SPACING- % PM os , 25% OF PAN TSp 0 9C14Q POST HEIGHT SEE SCHEDULE LENGTH OF STRUCTURE VARIES MAX. PROJ. SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. \\\ OPEN LATTICE -TYPE PATIO COVER FF P SEE LENGTH OF STRUCTURE VARIES SF 3 112• SLAB ATTACHME MAY BE USED 1M-1 PERMITTED. SEE SCHED FOOTING WHERE REOU SEE SCHED. FOR FOOTI NOTE: THIS OPEN LATTICE -TYPE S SCALE: NTS - MAY NOT BE ENCLOSED OR TYPE "E'ATTACHED•SINGE-E•SPAN-LATTICE'STRUCTU MAR 1 5 ?ON SFE OMPONENT IS INTER- TH ANY OTHER NLESS OTHERIMSE SHOWN. YF RAFTER. SEE TABLE FOR SIZE AND SPACING ?s MAX. O H. O. H %Op 25% OF SPAN p cop 110 SEE S MAX. PRD. CHEO•U S'4, POST WITH SIDE- PLATES SEE • TAIL ' 3 Ur SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE PE "F" ATTACHED MULTISPAN LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STR MAY NOT BE ENCLOSED OR CO MAX. PR. SEE SCHEODDULE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED OR COVERED. RAFTER, SEE TABLE FOR SIZE AND SPACING O.H SE SE LENGTH OF STRUCTURE VARIES LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- p CHANGEABLE WITH ANY OTHER OSI SS COMPONTENT UNLESS OTHERWISE SHOWN. . FT�•lC14 OPEN LATTICE -TYPE PATIO COVER 3 112 SLAB MAY BE USED TO CONSTRAIN FOOTING. SEE SCHEDULE . FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRU FF POST CRDSSSECTION, SEE POSTOET• L CF • NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 3 112 SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE ..IVIN� 11ri n ri-NCCJ1!lNLJIIVVmut_ 1I6l'ANLA11ICt51RUCLURE • DRAWN BY: K.K DATE: 1012312007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 OPEN LATTICE STRUCTURES LIVE LOAD = 10, 20 8 30 psf HORIZ. WIND = 90,100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales®duralum.com JOB NO. GF07-0674 SHEET 3 OF 29 . SOLID PANEL SPANS FOR COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C T=SEE TABLE BELOW R=.117' (180? T=SE T BL BE OW 2.46 1.48" .40' 3.00" 4.50" 4.50" 4.50" 24.00" ALUM. ALLOY 3004-H36 OR EQUAL L.L.= (PSF) PANEL"T' (IN.) 24" TRI -'V' PAN 90 MPH SPAN 100 MPH SPAN L.L.= (PSF) PANEL"T' (IN.) ALUM. ALLOY 3004-H36 OR EQUAL 12" x 3 1/2" W PANEL 90 MPH SPAN EXP.B EXP.0 100 MPH SPAN 110 MPH SPAN .024 DRAWN BY: K.K. DATE: 1012312007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 PANEL SPANS 1 LIVE LOAD = 10, 20 & 30 pst HORIZ. WIND = 90, 100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX sales®duralum.com JOB NO. GF07-0674 SHEET 4 OF 29 1 .032 10,-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" DRAWN BY: K.K. DATE: 1012312007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 PANEL SPANS 1 LIVE LOAD = 10, 20 & 30 pst HORIZ. WIND = 90, 100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX sales®duralum.com JOB NO. GF07-0674 SHEET 4 OF 29 1 SOLID PANEL SPANS FOR COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C .77" (V, { NL[ TYPI .09R. (I.S.) 67" .25" 2.5" T=SEE TABLE BELOW ALL UNMARKED RADII .06R _ 1 .38" 1.92" 1.75" 1.92" 7.25" 1.75" 1.92" 8 00" ALUM. ALLOY 3004-H36 OR EQUAL 8"x2 1/2" FLAT PAN L.L.= (PSF) 7. (IN.) 90,100 &110 MPH SPAN EXP.B EXP.0 PANEL SPANS 8 FAN BEAM .018 14'-3" 14'-3" .020 15'-5" / 10 .020 13,-6" 13'-6" .024 14'-9" 14'-9" .032 17'-8" 17'-8" 19'-5" .040 19'-0" 19'-0" 20 .020 9•-9" 9,-9" 20 .024 10,-6" 10,-6" .032 12'-8" 12'-8" .040 14'-2" 14'-2" 30 .020 8,-0" 8'-0" 30 .024 8y-9" 8'-9" .032 10,-4" 10,-4" .040 11'-8" 11'-8" EXIST. WALL EXIS . WALL 4,.- � f EE SCHED. FAN BEAM HEADER CEILING FAN AND/ OR LIGHT FIXTURE- ( MAX. 30 lbs. ) 070" TY FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HANGER CHANNEL ANGER HANNEL FAN BEAM #12 S.M.S. SCREW FAN BEAM 3" - .77" 2.5" 45° TYP 1.25" 1.75" .09R. (I.S.) 67" .25 ALL UNMARKED RADII .06R T=SEE TABLE BELOW .38" 1.25" .751 1.25" 5.25" 6.00" ALLOWABLE SPANS 2" x 3" FAN BEAM 10# 20'-7" 20# 15'-6" 30# 12'-9" #12 S.M.S. SCREW AT HANGER CHANNEL FAN BEAM ATTCHMENT AT HEADER FAN BEAM 0.042"x3"x8" HEADER #12 x 3 1/2" S.M.S. SCREW AT HEADER ALUM. ALLOY 3004-H36 OR EQUAL 6"x2 1/2' FLAT PAN L.L.= (PSF) "T. (IN.) 90,100 &110 MPH SPAN EXP.B EXP.0 PANEL SPANS 8 FAN BEAM .018 14'-3" 14'-3" .020 15'-5" 15'-5" 10 .024 17,-4" 17,-4" .032 19'-5" 19'-5" .040 21,-0" 21,-0" 20 .020 11'-0" 11'-0" .024 12'-5" 12'-5" .032 14'-4" 14,-4" .040 16'-0" 16'-0" 30 .020 '-0" 9,-0" .024 10'-2" 10'-2" .032 11'-9" 11'-9" .040 13'-2" 13'-2" DRAWN BY: K.K. DATE: 10/2312007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL &ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 PANEL SPANS 8 FAN BEAM LIVE LOAD = 10, 20 8 30 psf 70, O0 RIZ.VIN110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALIM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales®duralum.com JOB NO. GF07-0674 SHEET 4a OF 29 PANEL FASTENERS cif 90/100/110 MPH EXPOSURE B & C .750" -- AR 15 ?ooh 24" 24' TRI -"V" PAN .07 L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10'S.M.S.j Ll 1 •: OL 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 12" 12"x31/2"WPANEL 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 KYLIGHT DETAIL .265" OPTIX® PRODUCTS ACRYLIC PER R9.250 I.C.C. E.R. 5411 OR EQUAL 1 ,r/ SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS t=.020" t=.024" t=.032" 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" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. & D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 IPANEL FASTENERS LIVE LOAD = 10, 20 & 30 psl HORIZ. WIND= 90, 100 8. 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 seles®duralum.com JOB NO. GF07-0674 SHEET 5 OF 29 clin 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. Q #12 S.M.S. #12 S.M.S.. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S 30 DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. & D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 IPANEL FASTENERS LIVE LOAD = 10, 20 & 30 psl HORIZ. WIND= 90, 100 8. 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 seles®duralum.com JOB NO. GF07-0674 SHEET 5 OF 29 R1jLUW RAFTER SPANS FOR OPEN – �.0 OMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C 2„VOLAS t - 1. f_ '7 , �I UM. ALLOY 3004-1136 • \EQUAL b ML. -1.-1 2" I►— 6.5" 3.0" 1j _ 8.0„ BELOW /Z" .•x. ALUM. ALLOY 3004-H36.042" —t.-- —� ALUM. ALLOY 3004-1136 —� 0 i� :."LLI /--. i 1 024„ OR EQUAL OR EQUAL �.0 D.';'� •.p "� `,. 3748 3 n 1 2011` I -- .032„ *SEE NOTE BELOW ,�\-MAR ��- CAS -� m 2 x 6 1/2" RAFTER ``_ 1. .'�'` ' "5 a � a 8 DBL. 2 x 6 1/2" RAFTER �,'-.13: mc' N 8 3 x 8" RAFTER L.L.= "7" m 8 n 90 MPH ' 100 MPH 110 M' %/�� "T" 90 MPH 100 MPH 110 MPH L.L.= 'T' • 90 MPH 100 MPH 110 MPH PSF (PSF) (IN.) c m 8 EXP. B EXP.C. EXP. B EXP.0 EXP. B EXP C PSF) (IN.) EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16"14-4 13,-0" 13'-0" 11'-8" 12'-10" 11,-4" 16"20,-3" 18,-4" 18'-4" 16'-6" 18'-1" 16'-0' 16" 28'-2" 25'-7' 25'-7" 22,-6" 25'-2" 21'-2" 24" 11'-8" 10'-7" 10'-7" 9'-6" 10,-4" 9'-3" 10 .024 24" 16,-6" 15'-0" 15'-0" 13,-6" 14'-5" 13'-1" 10 .042 24" 23'-0" 20'-10" 20'-10" 18'-9" 20'-6" 18'-2" -10.032 16" 19'-1" 17'-4" 17'-4" 15'-6" 17'-1" 15,-4" 16" 27'-0" 24'-6" 24'-6" 22'-0" 24'-2" 21,-4" 24" 15'-6" 14'-2" 14'-2" 12,-8" 13'-11" 12'-3" .032 24" 22'-0" 20'-0" 20,-0" 18'-0" 19'-8" 17,-4" 16" 26'-4" 23'-10" 23'-10" 21,-6" 23'-0" 20'-10" 16" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 16" 21'-0" 21'-0" 21-0" 21'-0" 21'-0" 21'-0" .042 24" 21'-6" 19,-6" 19'-6" 17,-6" 18,-9" 17-0" 20 .024 24" 12,-4" 12,-4" 12,-4" 12,-4" 12,-4" 12,-4" 20 .042 24" 17'-2" 17-2" 17-2" 17'-2" 17'-2" 17-2" 16" 10,-8" 10,-8" 10'-8" 10'-8" 10,-8" 10'-8" 16" 20'-2" 20'-2" 20,-2" 20'-2" 20'-2" 20'-2" 24" 16,-6" 16,-6" 16,-6" 16.6 16-6 16-6 . .024 24" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" .032 20 16" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 16" 17-3" 17'-3" 17'-3" 17'-3" 17-3" 17-3" .032 24., 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 30 .024 24" 10'-2" 10,-2" 10'-2" 10'-2" 10'-2" 10'-2" 30 .042 24" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 16" 19'-8" 19'-8" 19,-8" 19'-8" 19,-8" 19,-8" 16" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 042 24" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" .032 24" 13,-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 16" e'-10" e'-10" 8'-10" 8'-10" e'-10" 8'-10" *ENGINEER'S NOTE: WHERE .024 24" 7-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" n.c. OR 48" o.c. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED. 30 16" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" .032 24" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 16" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" PROJECTION .042 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3' O.H. SPAN TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 h 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 TRIBUTARY TRIBUTARY= 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 WIDTH 12 SPAN+o.H. 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 NOTE: TRIBUTARY ON MULTIPLE SPANS IS 12 12 13 13 14 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN 5' — — - — — 11 11 12 12 13 13 14 14 15 15 16 DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED. BY: K.K. & D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA 951 741-2107 I ) RAFTER SPANS LIVE LOAD = 10, 20 & 30 psf HORIZ. WIND = 90, 100 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 salesLRduralum.com JOB N0. GF07-0674 SHEET 6 OF 29 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.5 1.75" ROLLFORMED HANGER t= 0.04" WALL FASTENERS R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. 1.50" O1�2))90" DA02. DIA. .563" r .281" ALUM.ALLOY 6063-T6 i B EXTRUDED HANGER CHA NEL ALUM. PANEL 2x OR 3x ALUM. RAFTER FASCIA BOARD ALLOWABLE PROJ. SEE TABLE BELOW EXIST. EAVES RAFTER EXISTING EAV OVERHANG EXISTING EAVE CONNECTION WALL FASTENERS SEE TABLE 010 SMS @ PANEL LOCKS OR 88 SMS AT EA. CONTACT .300" :078 .633" 810 SMS © EA. CONTACT WALL CONNECTION O - CONTINUOUS A- RAIL < - (WHERE OCCURS) ALUM.ALLOY 6063-T6 ALUM.ALLOY 6063-T6 I.R. HANGER 2.740„ T=.060" WALL FASTENERS SEE TABLE APPROVED 3" OR 4" INSUL. ROOF PANEL HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) HANGER WIND DESIGN AT 2x FASCIA W/ SIMPSON A35 AT WOOD STUD 16" O.C. AT MASONRY O{��AAr. CONCRETE M/A 1 5 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 (FASTENER SIZE AND TYPE DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) • A=3/8"0 x 1/2" @ 12" O.C. E=3/8"0 x 4' @ O.C. EACH STUD B=3/8"0 x 1/2" @ 8" O.C. F=7/16"0 x 4" @ O.C. EACH STUD C=7/16"0 x 1 1/2" @ 10" O.C. J=1/4"0x1 1/8"@16" A.B. D=7/16"0 x 1 1/2" @ 12" O.C. K=1/4"0x1 1/8"@12" A.B-------_ EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4"1'-6" FULL OR 2" x 4„ FULL 16" O.C. 16'-8" 13,-10" 9,-3" 2'-0" 11,-8" 8'-8" 5-10" 24" O.C. 1,-6" 10,-8" 8'-3" 5-6" 2,-0" T-0" 4,-6" 3,-0" 2"x6' FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-6" 14'-0" 9'-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 8 WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY 10# L.L.=(2)#8 SMS EA..SIDE 20#/30#L.L.=(2)#10 SMS,EA. SIDE U -BRACKET .880" ,,00Z17 210 „00Z'£ #10 SMS T&B AT 12" O.C. 2x6 1/2" OR 8" RAFTER 4_ OR 1 1/21_ _ EXISTING WOOD STUD FRAMING 3/16" STEEL 1/4"0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING r CAUCK JOINTS AND SLOPE TO DRAIN TYPICAL BRACKET AT EVERY 2x \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EAVE LENGTH x6 OR 288 LEDGER 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf 2 EACH.7116"0 z 3-t/2" LAG SCREWS L.L.=20 AND 30 psf �� RAFTER TO '17 WALL CONNECIIQN, RAFTER (3)41 r 3 12" W.S. NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL ).210x1 3/4" PATIO COVER OBRACKET CONNECTION DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 HANGER CHANNEL AND BRACKET ATTACHMENTS 1 LIVE LOAD = 10, 20830 pst HORIZ. WIND = 90, 100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.com NOTE:BRACKET MAY BE MOUNTED BELOW RAFTER W/ SAME CONNECTION'S. JOB NO. GF07-0674 SHEET 7 OF 29 COLUMN / POST TYPES.& SURFACE MOUNT ATTACHMENT DETAILS 3.00"SQ. h .032" ALUM. ( 6.5" 1-3i- 2 1 O .032" , SMS .024"24"O.C. EA. SIDE 11 I 032" .024" A, ) 5/8" PLASTIC PLUG 3.00" SQ. —11 0C 14"R TYP. .28" .040" ALUM. -.048"STEEL = t. Q.xt=.188" =3"SQ.xt=.250' =4"SQ.xt=.188'11 =5"SQ.xt=.188" MAR 15 ?009 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM,ALLOY 6063-T5' r3" SQ. ALUM. POST- ..• -WITH SIDE PLATES�OD ALUM. ALLOY 3004-H36 1 3.00" OR 2.40" 1.60" 1.50 INSTALL WASH. PLATE 1%1.x 5/16" x 5)4" WHEN USING IN 110MPHWIND AREA X090" BRACKET FOR 3" POSTS T .090" TYP: AL M 'T" BRACKET 1 (3)=3%8" LAG SCREWS R ,(4)-1/4" LAG SCREWS\ (2.5" PENE. INTO WALL ) ALUM. ALLOY 6063-T5 "H" BRACKET 3" x 8" ALUM. RAFT. BRACKET x 8" ALUM. HEADER: "(HEADER BRACKET 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ASTM A653 GRADE 40 7/16"OHOLE ASTM GRADE 40 STEEL .157: TYP USE FOR 3" POST ONLY MAG POST 3" SQ. ALUM. POST ALUM. ALLOY 6063-T6 2.0" 2 5" 2- 5/16"0 HOLES 6" 2 1/8" 2 1/8" - 7 GA. PL. (.18") _ _—_ 11/16" 0 ROD 3/16" 1040 STL. OR ELECTROPLATED AUGER PARTS PAINTED "RUST-O-LEUM" OR EQUAL OR HOT DIPPED GALVANIZED 4" DIA. 9'GA. ASTM A-36 HELIX —4I, 20" SINGLE PASS WELDED AUGER ANCHOR NOTE: - STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. • SQUARE STEEL POST ASTM A36 GRADE 40 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE STEEL ."T" BRACKET (?) 'T' BRACKET (d 3"SQ. POST W/ (2)412 SMS EA. SIDE OF POST OR 1/4" M.B. THROUGH POST 3' SO. ALUM POST 20" 3"SQ.POST BRACKET: (1)-1/4" 0 M.B. PER SIDE ( 2 -TOT.) NOTE: MAY BE USED WITH 3"SQ. ALUM. POST ONLY. 2 2 1/2"x 2 1/2" x 7 GA. STL. PLT. ASTM A36 9'x16"x7 GA. STEEL PLATE ASTM A36 AUGER PARTS PAINTED "RUST-O-LEUM" OR EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED SINGLE PASS WELDED ' DRAWN BY: K.K. DATE: 10123)2007 SCALE: NONE REVISED BY: K.K. & D.P. •J ,..viv,... TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 O L?'O rvai DYAUIIVU COLUMN / POST TYPES IAli= I -u (5 PAGING. LIVE LOAD = 10, 20 & 30 psf HORIZ. WIND = 90, 100 & 110 MPH " '�I.-' 'N../' PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 salesaduratum.com 111" �J JOB NO. GF07-0674 SHEET 8 OF 29 'T' BRACKET @ 3"SQ. POST W/ (2)-#12 SMS EA. SIDE OF POST OR 1/4" M.B. THROUGH POST (2)-3/8"0 HILTI "KWIK"' BOLTS, OR EQUAL, EACH BRACKET TO SLAB. ( MINIMUM DISTANCE TO EDGE OF SLAB = 2-1/2') COLUMN / POST . TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS PLUM: PRACKET USE WITH _ STEEL POST ONLY: POST TYPE B,C,D, OR USE POST TYPE STEEL.TBRACKET USEE WITH F, G, H, J OR K POST TYPE B,C,D,E,F,G,H,J OR K. SLAB SHALL BE IN GOOD CONDITION 3 1/2" MIN. "EXIS)-ING SLAB SEE NOTES BELOW ALUM.TBRACKET: USE (2)-3/8"0 HILTI KWIK BOLTS OR EQUAL STEEL."T"BRACKET: USE (2)-3/8"0 HILTI KWIK BOLTS OR EQUAL FORITENT DEPTH KWIK BOLTS FOR SIZE sEE �SQUAR SCHEHEDULELE 3" SQ. POSTS TO CONC. FOOTING O POURED CONCRETE FOOTING SEE NOTE 1/2 DEPTH OF FOOTING OR 12" MIN. EMBD. (1(-1 /2"OM.B. x9' LONG, 1" FROM END OF POST w ww U N SQUARE SEE FTGS, SCHED. SQUARE TFOTIMBED. INTO ONG ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SQ. 18" DEEP • CUBE FTG. 18" 18" SQ. 12" 20" 22" 21" SQ. 25" SQ. 12" 16" 24" 28" SQ. 20" FOOTING SIZE 23" & 24" CUBE 25" - 30" CUBE SINGLE POSTS BOLTS (2)-12"0 (4)-1/2"0 EMBED. 3 1/4" 3 1/4" 26" 32" SQ. 23" 28" 35" SQ. 25" 31° - 34" CUBE (4)-5/8"0 4. 30" 39" SQ. 28" 35" - 39" CUBE (4)-3/4"0 4 3/4" 32" 34" 43" SQ. 47" SQ. 30" 32" 36" 51" SQ. 34 38" 40" 42" 55" SQ. 60" SQ. 64" SQ. 37" 39" 41" 44„ 69" SQ. " CUBE FOOTING WI 3 1/2" SLAB 43" 40" - 42" CUBE ,(4)-314"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. "T' BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X j(," X 0'-5j4" AT STEEL 'T' 812ACKET. 3. POST TYPE F DO NOT USE STEEL BRACKET W/ 7" MAR 15 2009 F3)-5/8"0 BOLTS OR POST TYPE J F2 -1/2"0 BOLTS OR ALL OTHER CONDITIONS 4:5" 16"INSERT x .188" ASTM A36 STEEL 3" SQ. POST (STL.) OR FLUTED OR 4" SQ. POST (STL.) INSERT PL.5/8"THK. WELDED STEEL BASE PLATE PLATE SIZE BASE PLATE SCHEDULE MAYBE USED WITH POST TYPE, SEE SHT. 8 12" SQ. x 5/8° B, C, D, F & G 18" SQ. x 5/8" B, C, D, F, G, & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) 12"x12"x 5/8" (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH ) 18"x18"x 5/8" (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH ) NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: KK. DATE: 10/23/2007 SCALE: NONE REVISED BY: KK. & D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 1 COLUMN SURFACE MOUNT AND EMBEDMENT 1 LIVE LOAD = 10.20&30 psf' HORIZ. WIND= 90, 100& 110 MPH 'PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 ' (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO. GF07-0674 SHEET9OF29 .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004 -H004 -H 36 A 6.5" ROLLFORMED sPucE WHERE 4„ OCCUROCCUR I; I. S ---.070„ TYP. ALUM. ALLOY 6063-T6 4" I -BEAM 3.°" ALUM. ALLOY 3004-H36 OR EQUAL .042" 8" _L 0 3 x 8 BEAM W/ STL. INSERT HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP SPLICE WHERE OCCURS -� 2.04" L_r_ .065" TYP. 2.7" ALUM. ALLOY 6063-T6 4.5" GUTTER SPLICE WHERE OCCURS 4.6" 4" -1 MAR 1 7„ .110" TYP. ALUM. ALLOY 6063-T6 7" I -BEAM 1-"-3" MAX. -1 3 .042" ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3 x 8 BEAM GUTTER EXT. CLIP SPLICE WHERE OCCURS 4.6" 2.04" — .065" TYP. ALUM. ALLOY 6063-T6 MAG. GUTTER C O 7.875" .25" 1I .625" -1- T= 14 GA. ASTM A653 GRADE 50 .625" " --1 2.875" F-- 3x8BEAM STEEL INSERT O SPLICE WHERE OCCURS ALUM. ALLOY 6063-T6 MAG BEAM ALUM. ALLOY 3004-H36 OR EQUAL DBL. 2 x 6.5 BEAM 3.00" SQ ASTM A653 GRADE 40 3" SQ. STEEL BEAM 30„ \� 1 8.0" ALUM. ALLOY 3004-H36 OR EQUAL r x8BEAM ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM DRAWN BY: K.K. DATE: 1012312007 SCALE: NONE REVISED BY: K.K 8 D.P. TOM CAMPBELL 8 ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 BEAM TYPES LIVE LOAD= 10, 20 8 30 sf HP ORIZ. WIND = 90, 100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8268 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@durelum.com JOB NO. GF07-0674 SHEET 10 OF 29 SIMPLE SPLICE 9„ 1" 1' SPLICE DETAILS Op ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE.SPLICE ONLY IN ALTERNATE INTERIOR BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS 1 BEAM TO POST DETAILS (2) FULL MOMENT #12 S.M.S (24 TOT ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED NOTE: FULL MOMENT SPLICE MAY OCCUR AT ANY LOCATION EXCEPT AT END BAYS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WHERE OCCURS 4" _.070" TYP. ALUM. ALLOY 6063-T6 4" I -BEAM TOTAL= (8)-1/210 BOLTS 0 0 1.00" 2.00" 1 • 16" MAR 15 X999 0 O 0 1" 3' - MOMENT C -SPLICE • (2)#10LS. TY@P. EA. VA I -BEAM ALUM ALLOY (6061-T6) ALTERNATE STL. C -BEAM SQ. POST NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. 4„ SPLICE WHERE OCCURS .11" TYP. ALUM ALLOY 6063-T6 7" I -BEAM 1" 3'-0" MOMENT C -SPLICE NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SQ. POST,CONNECT WEB TO POST W/(2)-1/2"0 THRU-BOLTS BEAM TO POST CONN. ROOF PANEL #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8"0.C. AX. STAGGER IN BEAM FLANGE 4"x3" ALUM: "I" BM. OR 7"x4" ALUM. "I" BM. POST, SEE SCHEDULE (4)-1/4"0 M.B. BEAM TO BRACKET 2- 3/B"0 M.B. THRU STL. "T' BRACKET TO POST. ALTERNATE BEAM TO POST CONN. DRAWN BY: KK. DATE: 1012312007 SCALE: NONE REVISED BY: K.K. & D.P. TOM CAMPBELL 8 ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 BEAM SPLICE DETAILS LIVE LOAD = 10, 20 & 30 psf HORIZ. WIND = 90,100&110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO., GF07-0674 SHEET 11 OF 29 - BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM. OR HARDBORD ) 2412 x 1/2" S.M.S. EACH SIDE OF 3" /SQ. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SQ. POST 2410 x 1/2" S.M.S. EACH SIDE OF 3" SQ. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SQ. POST GUTTER FASCIA MAG BEAM 3" SQ. POST 3"SQ. STL. BEAM (8 xx "SMS,2 1/2" OR31/2",TYP. 13- .28"~I 3 I 1 .018" 3" x 8" x .042" BEAM, 3" SQ. STEEL OR MAG BEAM. (4)414 SDS @ EA. SIDE TOP & BOTT. TOT.=16 3" X 3" ALUM. OR STEEL POST H - BRACKET TO POST #10 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. \) #10 S.M.S. EA. SIDE (4) -TOT. #10 S.M.S. TOP & BOTT. (2) -TOT. 1 1/4" ROLLFORMED OR EXTRUDED GUTTER FASCIA #10 S.M.S. @12"O.C. . 6 1/2"x2"x .024"RAFTER RAFTER "TAIL" TO GUTTER ,,'"ALUM. AL03-H24 ALUM. ALLOY 3003-1124 -1-H 2" 1.50" .28" 2" I 2" y .018" "x3" LATTICE TUBE • 1 1/2" OR 2" SQ. OR 2"x3" LATTICE @ 3"O.C. MIN. UP TO 7"O.C. MAX. 44 �PS I. C c� 11.1 No. ~ 37948 1— . Ext4ALL1221 CNIL — RAFTER 'LATTICE TUBE TO RAFTER 3 MAR 1 5? k l09 (4) - #8`x3/4" TEK SCREWS BRACKERTO BEAM 3.125" FOR 3 x'.RAFTER 2.125" FOR 2 x RAFTER 1 1/2" = .040" 3004-H36 ALUM. (4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 11/2" MIN. O 2.750' "U'BRACKET=RAFTER TO -BEAM • DRAWN BY: K.K. DATE: 10f2312007BEAM SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 TO POST ATTACHMENT 1 LIVE LOAD = 10. 20 8 30 psf HORIZ. WIND = 90, 100 & 110 MPH • PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO. GF07-0674 SHEET 12 OF 29 DOUBLE RAFTER CONNECTION .DETAILS 1 1/2" OR 2"LATTICE ALTERNATE 1/2" BOLT CONNECTION DOUBLE RAFTER - PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL. CONNECT. (8 -TOT.) 3"x 3"STL.POST (24") INSERT ATTACHED OR 3"x 3"STL.POST COLUMN FOR FREESTANDING ALTERNATE: (2)-2x6.5" OR (2)-3"x8"HEADER (2)-1/2"BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. ( 9 #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" 2"x6.5" OR 3' RAFTER ALTERNATE. 1/2" BOLT ALTERNATE: 2) #10 S.M.S. EACH RAFTER 0 COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONNED LATTICE BEAM TO POST CONNECTION )BEAM SPLICE TO 5/g 0 PLASTIC .1 OCCUR -DIRECTLY OVER POSLN.O_T_PERMITTED WHERE 6 SCREWS °C 2 -POST UNITS SCREW IS INSIDE OR El 6-#14 SMS EA. SIDE I 16 1/2" SIDEPLATE EA. �_#14 SMS EA. SIDE I i SIDE SEE POST SCHED. JOP'MIDTHEIGHT--. AND-BOTTOM.----WSQ..PT B OSETIN7EEN SIDE PLATES BEAM TOPOST CONNECTION•. 'POST SCHEDULE- 3" SQ. x .024" + (2)-2" x 6 1/2'17:024" W/ (6)414 S.M.S. EACH SIDE"-`� USE ON CONC. SLAB -ONLY EXIST. #14 SMS MAY BE USE AS ALTERNATE TO 1 /4" 0 BOLTS 8" BEAM SHEATHING - 21 2 3" SQ. x .024" + (2)-2" x 6 1/2" x .032" W/ (6)414 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. 2"x6" LEDGER (EXIST.) 3/8" LAG SCREW EXIST. 1" STUCCO OR EQUAL 2.5" PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: K.K. DATE: 1012312007 SCALE: NONE REVISED BY: KK. 8 D.P. TOM CAMPBELL 8 ASSOCIATES, INC: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. CA (951) 741-2107 LATTICE I I CONNECTIONS LIVE LOAD = 10,20630psf HORIZ. WIND= 90, 100 6 110 MPH 'PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. . 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.00m JOB NO. GF07-0674 SHEET 13 OF 29 • 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C I TRIBUTARY WIDTH 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ STEEL BEAM MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING SPACING MIN. SPACING MIN. SPACING SPACING ON SLAB FTG. (IN.) POSTPOST TYPE FTG.MIN. (IN.) TYPE FTG. (IN.) POST TYPE FTG (IN.) MIN• POST TYPE FTG. (IN.) MIN. POSTPOST TYPE FTG.MIN. (IN.) TYPE FTG. (IN.) MIN. POSTPOST TYPE FTG.MIN. (IN.) TYPE SPACING FTG. (IN.) MIN. POSTPOST TYPE FTG.MIN. ON.) TYPE 4' 17'-0" 14'-6" 28 F 22 g 19'-4" 8'-10" 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 g 5' 13'-7" 13'-0" 28 F 23 B 18'_0„ 17-1, „ 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 6' 11'-4" 11'-10" 26 F 23 g 16'-s'5 28 G 26 g 12'-4" 28 F 24 g 12'-3" 28 F 24 g 13'-3" 28 F 24 B 7' 9'-8" 11'-0" 26 G 24 B 15,-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 B14'-6'3,--- 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B 9' 7'-7" 9'-8" 26 G 25 g 13'-12 a 28 G 28 g 10'-1" 26 G 25 g 10'-5" 26 G 26 g 11'-7" 26 G 27 B 10' 6'-9" 9'-2" 26 G 25 B 12'"12'-1„ 28 G 28 g 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 11' 6'-2" 8'-9". 26 G 26 B 12'-11 6 28 G 29 g 9'-2" 26 G 26 B 9'-5" • 26 G 27 B 10'-10" 26 G 28 B 12' 5'-8" 11'-9" 0" 26 G 29n B 1 c 7(1(19 9'-0" 26 G 27 B 10'-6" 26 G 28 B 13' 5'-2" 11'-3'1 10,-7„ H 30 g 8'-8 28 H 28 g 10'-3 28 H 29 B 14' 4'-10' 1°'-'1328'POf H 30 C` 60'-3" B 6 IC � g �„ 28 H 28 g 10'-0" 28 H 29 B 15'_ 10 9'-10" H 30 g o -Y17 \ \ G) 8" 28 H 28 B 9'-9'' 28 H 30 B 16' 4'-3" 10" 9, 6 28 H 31 Bit- No. 37948 m 7'-10" 28 H 29 B 9'-6" 28 H 30 B 17' 4'-0„ 9'-19" 28 H 31 g *\ E ,' _-au / 7'-7" 28 H 29 9'-4" 3 B 28 H 31 B 18' 3'-9" . 9'-7 9'-0" 28 H 31 g `�; \ 0Nll- _ /1- /28 7'-4" H 29 g 9'-2" 28 H 31 B 19' 3.7 „ 9'-2" 33 H 31 g % " 8'=10" . 7'-2" 33 H 29 g 9'-0" 33 H 32 B 20' 3,4„ 9'-0" 8'-7" 33 H 32 g '7i l� 7'-0" 33 H 30 B 8'-10" 33 H 32 B POST F MAX HT.= 8' FREESTANDING ONLY FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -_.27 FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 SOLID POST SPACING TABLE10, FREESTANDINGGP AND ATTACHED 10 9 LL 90 MPH UVE LOAD = 20 8 30 st HORIZ. 81170 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales©duralum.com JOB NO. GF07-0674 SHEET 14 OF 29 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C 3x8 BEAMw/INSERT cc Do m� 1- r 4' 5' 6' OZm 0- �ai0 13'-7" 11'-4" 7" 1 -BEAM DBL. 3"x8"x.042"BEAM FREESTAND ATTACHED MAX.POST SPACINGFTG. MIN.FMIN. POST POST (IN.) TYPE (IN) TYPE 1,-6" 28'-4" 7' 5'-10" 8' 8'-6" 9' 10' 7'-7" 6'-9" 33 33 33 G G G 28 30 31 B MAX.POST SPACING FTG. MOST FTG. POST (IN.) TYPE (IN.) TYPE FREESTAND ATTACHED DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3"x8" BEAM FREESTAND B/E 3'-11" 33 G 31 B/E 17'-1 9'-2" 16'x" 33 28 28 G G G 24 25 26 B B B 3'-0" 1'-8" 11'-1 " 10'-7" B/E 14'-6" 28 G 27 B 9'-10" 3,-6" 2'-2" 10'-3" MIN �G' POST (IN.) TYPE 28 F 28 26 F F ATTACHED FTG. MIN. POST (IN.) TYPE MAX.POST SPACING FREESTAND ATTACHED FTG. MIN POST (IN.) TYPE FTG. POST (IN.) TYPE ¢F m� 22 B 22 23 B B 25:;91 10" 3'-0" 1'-0" 33 G 27 B 33 33 G G 28 29 B B/C 26 G 24 B 19'-5" 33 G 29 B/C 22'-4" 1'-2" 11' 6'-2" 12' 5'-8" 33 G 32 B3E 13'-6" 28 G 27 B 20'-0" 33 33 G G 33 33 E4 E/ 2'-9" 12'-1" 28 28 G G 28 28 B B 9' 9'-2" 8'-8" 8'-2" 9' 26 9'-7" 9'-1" 8'-7" 26 G 24 26 G G 25 B 25 B B 20'-0" 19.-1" 13' 14' 15' 16' 17' 18' 19' 20' 5'-2" 4'-10" 4'-6" 4'-3" 4'-0" 3'-9" 3'-7" 3'-4" 8'-3" 1,18'-4" 7'-7" 33 G 34 33 G 34 E/F E/ 17'-9" 6'-11" 16'-4" 16'-7" 5'-10" 15'-4" 15'-8" 15'-0" 1,2;15'-2" 14'-6" 14'-2" 33 28 28 28 28 28 33 33 H H H H H H H H 35 35 36 36 36 37 37 37 E4 E/F E/F F F F F F 11'-6" V-1" 28 G 29 B 26 G 29 B a' 7'-10" 8'-2" 26 G 26 B 18'-2'' 17'-1 17'-2" 17'-0" 16'-3" 16'-3' 33 28 G 30 28 28 G G 31 31 B3E 4' 5' 6' 7' B/E 8' B/E G 32 B/E 7'-6" 7'-10" 26 G 26 B 6" 14'-10" 28 G 32 9' 10' B/E 0'-3" '-10" 10'-0" 9'-7" POST F MAX HT.= 8' FREESTANDING ONLY NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. 8 D.P. 9'-0" 8'-9" 8'-7" 28 28 28 28 28 28 33 33 H H H H H H H H 29 30 30 31 31 31 31 32 B B B B B B B B 7'-2" ,/6'-11" 6'-8" 6,-6" 6,-4" 6'-2" 5'-11" 5'-10" 7'-6" 7'-3" 7'-0" 6.-9" 6'-7" 6,-4" 6'-2" 6'-1" 28 28 28 28 28 28 33 33 H H H H H H H H, 26 27 27 27 27 28 28 B B B B B B 14'-3" 3'-9" 13'-3" 2'-10' 13'-0': 12'-5" 12'-2" 12'-4" 1'-9" 28 28 28 28 28 28 33 33 H H H H H H H H 33 33 33 34 34 34 35 35 11' B/E 12' 134 BZE B/E B/E B/E B/E B/E 13' 14' 15' 16' 17' 18' 19' 20' FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B .9/ MAR 15 2009 FIGURE INDICATES EXPOSUR ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & 41, v 1 •s ,1 STEM AS MFG. BY: r' L, " P DUCTS, INC. 8 69 ALPINE AV • ., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.00m TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA,.CA (951) 741-2107 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10 LI_ 90 MPH LIVE LOAD = 10, 20 & 30 psf 90, 100 & 110 MPH JOB NO. GF07-0674 SHEET 15 OF 29 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS • EXP B & C I TRIBUTARY WIDTH MAX.COL. ON SLNGAB ON SLABPOSTPOSTPOSTPOST 6.5" ROLLFORM 4" 1 -BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ STEEL BEAM MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTANDATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND. ATTACHED SPACING FTG.MIN. (IN.) TYPE FTG.MIN. (IN.) TYPE SPACING FTG.MIN. (IN.) TYPE FTG.MIN. (IN.) TYPE SPACING FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE SPACING FTG (IN.) MIN. POST TYPE G. ' (IN.) MIN. POSTPOST TYPE SPACING FTG.MIN. (IN.) TYPE FTG. (IN•) MIN. POST TYPE 4' 17'-0" 13'-11" 30 G 22 B 18'-17,-2„ 35 G 24 B 15'-2" 28 G 22 B 14'-03 0 30 G 22 B 15' 14' 1„ 30 G 22 B 5' 13'-7" 12'-5" 30 G 23 B 17'-1" 15'-4" 30 0 25 B 13'-6" 28 G 23 B 13'-0" 12'-1 " 30 G 23 B 14'-1" 30 G 23 B 6' 11'-4" 11'-4" 27 G 23 B 15'-14,_0„ 30 G 26 B 12'-4" 28 G 24 B 12' 31,_4„ 30 G 24 B 13'-32 30 G 24 B 7' 9'-8" 10'-6" 27 G 24 B 14 13'-0„ 30 G 27 B 11'-5" 26 G 24 B 11'-8'0,_7„ 27 G 25 B 12 11' 9' 30 G 25 B 8' 8'-6" 9'-10" 27 G 24 g 13' 6 12'-2" 30 G 27 g 10'-8" 26 G 25 B 11-1_2'27 /9'-11" G 25 g 12'-0" 11'-2' 27 G 26 B 9' 7'-7" 9'-3" 27 G 25 B 1,..55/30 11'-5'. G 28 B 10'-1" 26 G 25 B9,-4„ 10'-§,%11'-7" 27 G 26 B 10'-9" 27 G 27 B 10' 6'-9" 8'-10" 27 G 25 B 12'-1" o -10" 30 G 28 B 9'-6" 26 G 26 B 9' 10" -10"27 G 26 B 11'-?;',/ /0'-4' 27 G 27 B 11' 6'-2" 8,-4„ 27 H 26 B 11'x" 10 4"..../8'-5" 27 H 29 g 9'-2" 26 H 26 B 9.-5'_',„'"27 H 27 B 10'-1 " 10'-1' 27 H 28 B 12' 5'-8" 11'-0" 0 27 H 29 g s' o" 1" 27 H 27 B 10�, 9.9.. 27 H 28 B 13' 5'-2" 10'-7 9'-6" 30 H 30 MAK B 5 �Q� 8' 8'$ 7' 9" 30 H 28 g 1 °'- 9._6., 30 H 29 B I :..: 14' 4'-10" 1 D'� 9,_2„ 30 H 30 g 8 - 30. H 28 B , D' o;' 30 H 29 B �/*per:..om\ 15' 4'-6" 9'-10" 8'-10" 30et' H 30 B C.•', t3, 8-�1" 30 H 28 B 9. 9.. '1" 30 H 30 B 16' 4'-3.. 9'-s8 7" 30 H 31 B 1 1 , 7' 10" 7'-0" 30 H 29 B 9'-68"'-10' 9;4,30 8'-8" 9� 8,-6„ 30 30 H H H 30 31 31 B g B 17' 4,..0" 8'-4"30 H 31 g `*�, � - ;' 7'-7" s' 9" 7'-4 6'-7' 30 30 H H 29 29 B B 18' 3'-9.. 9.-0" 8'-0" 30 H 31 g ' •• • n'... / 19' 3'-7" 8'-10" 7'-10" 35 H 31 B !' it 7..,...:3›.--- 6'-5" 7'-0" 6'-3" 35 33 H H 29 30 B B 9, °„ 8'-4" 8' 10" 8'-3„ 35 35 H H 32 32 B B ..r` . U/Lj 20' 3.4, 8' 7" 7-8" 35 H 32 g At NOTE: "SAMPLE" FOOTNOTE: FOOTING SHOWN REPRESENTS LENGTH OF • EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B �, WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE C • SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING DRAWN 8Y: K.K. DATE: 10232007 NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 SOLID FREESTANDING POST SPACING TABLE AND ATTACHED 10 # LL 100 MPH LIVE LOAD = 10, 20 8 30 psf HORIZ. WIND = 90,100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS. INC. 8269 ALPINE AVE.. SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO. GF07-0674 SHEET 16 OF 29 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM re <1 I- I- 0 m� 1- oz.< U V u)O 7" I -BEAM DBL. 3' x8"x.042"BEAM FREESTAND ATTACHED MAX.POST SPACING FTG. MIN. FTG MIN. POST ' POST (IN.) TYPE (IN.) TYPE 4' 17'-0" 31'-6" 28'-5" 28'-4" 5' 6' 7' 8' 9' 10' 11' 13'-7" 11'-4" 9'-8" 8'-6" 7'-7" 6'-9" 21'-2" 6'-2" 12' 13' 14' 15' 16' 17' 18' 19' 20' 5'-8" 5'-2" 4'-10" 4'-6" 4'-3" 4'-0" 3'-g" 3'-7" 3'-4" 8'-11" 18'-3" 35 35 35 35 35 35 35 35 16'-4" 14'-8" 15'-1 14'-2" 13'-9" 15'-0' 13'-4" 14'-6" 13'-0" 14'-2" 2'-9" 35 30 30 30 30 30 30 35 35 G G G G G G G H H H H H J J J J J 28 30 31 31 32 33 B FREESTAND ATTACHED MAX.POST SPACING 12' OR LESS EXP. B & C 3"x8" BEAMw/INSERT FTG. (IN.) MIN. MI POST �C'' POST TYPE (IN.) TYPE MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3"x8" BEAM FREESTAND fir'' POST (IN.) TYPE ATTACHED MAX.POST FREESTAND MIN. SPACING FTG.MIN FTG. POSTPOST (IN.) TYPE (IN.) TYPE ATTACHED FTG. MIN. POST (IN.) TYPE B/E BA B/E B/E E/ 13'-6" 12'-2" 35 30 30 30 30 30 33 E 12'-1" 30 z 10'-10' 34 E 11'-6" F 10'-4" 34 E 7F 11" 35 E 10- 35 36 36 36 37 37 37 E/ E/ F F F F F NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 27 G G G G G G G 27 30 30 30 30 30 30 24 B 25 26 27 27 28 28 B B B B B B 13'-6" 1'-8" 11'-8" 0'-5" 9'-10" 8'-9" 9'-2" 8'-3" 12'-2" 10'-10" 11'-1" 9'-11" 8'-8" 9'-1 7'-9" /8'-1" 8'-7" 7'-8" 7'-10" 7'-0" H 29 B H 29 B H 29 B H 30 B H 30 B J 31 g J 31 g J 31 g J 31 g J 32 B FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B 30 30 27 27 27 27 G G G G G G G H 27 27 22 22 23 24 24 25 25 26 B B B B B B B B 23'-1" 23'-0" /20'_8" 21'-0" 18'-10' 19'-5" 17'-5" 18'-2" 16-3' 17'-2" 15'-4" 35 35 35 35 35 30 G 27 B 16'-3" 14'-6" 15'-6" 13'-1 27 30 30 30 30 H H H H J 26 B 26 g 27 g 27 g 27 g 6-2" 5'-4" / 5'-7" 6-1" 5'-3" 35 J 5'-5" 35 J MAR 15 7009 FIGURE INDICATES EXPOSUR ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. i 1 DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. & D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10#LL 100 MPH 27 g 28 g 28 g 28 14'-1 13'-4" 14'-3" 12'-9" 13'-9" 2,-4" 13'-3': 11'-1 12'-1 1,-6" 12'-5" 11'-2' 12'-2" 10'-1 11'-9" 30 30 30 30 30 30 30 30 30 35 G G G G G G H H H H H J J J J J LIVE LOAD = 10, 20 & 30 psi HORIZ. WIND= 90.100&110 MPH 1 28 29 29 30 31 31 32 32 33 33 33 34 34 34 35 35 B B/C B/C B/E BA BA B/E B7E B/E B/E B/E B/E B7E B/E BZE B/E <1 F 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 4111P�_ -.. . frLi` STEM AS MFG. BY: JOB NO. GF07-0674 DIRA sDUCTS, INC. 8 •9 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales®duralum.com SHEET 17 OF 29 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS TRIBUTARY WIDTH MAX.COL. SPACING ON SLAB 6.5' ROLLFORM 4' I -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ STEEL BEAM 110 MPH 110 MPH 110 MPH 110 MPH 110 MPH MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE SPACING FTG. (IN.) MIN. POST TYPE �C'' (IN.) MIN. POST TYPE SPACING FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE SPACING FTG. (IN.) MIN. POST TYPE �`'' (IN.) MIN. POST TYPE SPACING -C'' (IN.) MIN. POST TYPE "C'' (IN.) MIN. POST TYPE 4' 17'-0" 13'-5" 32 H 22 B 18.-g;',----, 37 H 24 g 15'-2" 32 H 22 g 13' 2-g 32 H 22 B 14'-9" 13'-9" 32 H 22 g 5' 13'-7" 12'-0" 28 H 23 B 16' 4'_10' 32 H 25 B 13'-6" 32 H 23 B 12'-71'-10" 32 H 23 B 13 2. g., 32 H 23 B 6' 11'-4" 10'-11" 28 H 23 B 15'-c ,�„ 32 H 26 B 12'-4" 32 H 24 B iv -N>--- 28 H 24 B 13:101'---2,_0„ 32 H 24 B 7' 9'-8" 10'-2" 28 H 24 B 13'- z,_6„ 32 H 27 B 11'-5" 28 H 24 B 113p 3„ 28 H 25 B 12'-3" 1'-5" 32 H 25 B 8' 8'-6" 9'-6" 28 H 24 B 13'-0" 11'-8" 32 H 27 B 10'-8" 28 H 25 B 10'-729,_6" 28 H 25 B 1:1',.38;/0'-11" 28 H 26 B 9' 7'-7" 8'-11" 28 H 25 B 12'-K,,/11-0" 32 H 28 g 10'-1" 28 H 25 g 113'' 0 28 H 26 B 11 10,-6„ 28 H 27 B 10' 6'-9" s' -s" 28 H 25 B 11-3:',/ 10'-6" 28 H 28 B 9'-6" 28 H 26 B 9 S8r-6" 28 H 26 B 10'-10,�z„ 28 H 27 B 11'6'-2" 8'-1" 28 H 26 g 11'-0'9-0" 28 H 29 B 9'-2" 28 H 26 g 9'-0" 28 H 27 B 10'-s" 28 H 28 B 12' 159'-6" 28 H 29 g 8'-8" 7'-9" 28 H 27 B 10'-2" 6 28 H 28 B 13' 10'-2" 9'-2"RpFESS/n 32 j 30 g 8-3" 7'-6°B 32 j 28 9' 11" 3" 32 J 29 B 14'9 '-10" 32 J 30 g ,OVPg 14 I. CA ;;'� 8'-0" 32 J 28 B 9' 9, 1, 32 29 B 15' 9' — 8'-6" 32 J 30 B c� 0 ; a 1..._1..._7'- 7'-0" 32 j 28 g 9' 5" -10" 32 j 30 B 16' 9 8'-3" 32 J 31 g , o \ rypMkg No :"''94c 8 1 i 7'-5" 32 j 29 B I 8'_8°B 32 j 30 17' e'-10" 32 J 31 g tP)), (Wit e 7'-,, 3" 32 29 9)''..32 J31 18' 8' 32 J 31 FCA - 7'_0rr 4" 6'- 32 J 29 g s'-11" s-4 32 J 31 g 19' 8'-4" // 37 J 31 g M R I�; s' -10j /e " 37 J 29 B 8 s '_z" 37 J 32 B 20' 8'-2"/ 4" 37 j 32 g *11 F/ 1 6� 6'0" 37 j 30 g 8'-7 Br Or 37 j 32 g NOTE: FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE" EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE B ✓/ MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: KK DATE: 1012312007AL SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL 8. ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. CA (951) 741-2107 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 109 LL 110 MPH452-7021 LIVE LOAD- 10, 20 & 30 psf HORIZ. WIND = 90,100 8 110 MPH(916) PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO, CA 95826 FAX 403-1519 sales@duralum.com JOB NO. GF07-0674 SHEET 18 OF 29 10# L.L 110 MPH FREESTANDING & ATTACHED SOLID PATIOS .12' OR LESS EXP. B & C 3"x8" BEAMw/INSERT c, I-- cc o (.0 0— (33O 7" I -BEAM DBL. 3' x8"x.042"BEAM FREESTAND ATTACHED MAX.POST SPACING '' POST FTG. POST (IN.) TYPE (IN.) TYPE FREESTAND ATTACHED MAX.POST SPACING FTG. POST �G' POST (IN.) TYPE (IN.) TYPE DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3"x8" BEAM FREESTAND ATTACHED MAX.POST SPACING FTG. POST FTG. POST (IN.) TYPE (IN.) TYPE 4' 5' 6' 17'-0" 13'-7" 11'-4" 7' 9'-8" 32'-5" 31'-6" 29'-8' 28'-4" 37 37 H H 28 30 8' 8'-6" 37 H 31 B B% 23'-11' 9' 10' 7'-7" 22'-4" 1'-2" 0" 11' 12' 5'-8" 20'-0" 13' 14' 15' 5'-2" 4'-10" 4'-6" 16' 17' 18' 19' 20' 4'-3" 4'-0" 3'-9" 3,-7" 3'-4" 37 H 31 V-6" 16'x' 4'-10" 37 32 H H 24 25 B B B/E 37 H 32 B/E '-0" 37 37 H H 33 33 3,-6 32 H 26 B 1'-3" 0'-0" 1'-8" 10'-6" 32 28 H H 22 22 B B FREESTAND FTG. (IN.) MIN. POST TYPE ATTACHED FTG. MIN. POST (IN.) TYPE >- 1- cc - 1-m1 2'-2" 9'-10° 37 37 H 27 H 28 10'-2" 28 H 23 B 20'-0" 18'-1" 37 H 29 29 B B Bzc 12'-6" 32 H 27 B 8'-6" 8'-10" 28 H 24 B BZE E/ E/ 12'-1 11'-8" 32 H 27 B 7'-11" 8'-3" 28 H 24 B 16'-9" 17'x" 15'-8" 1'-0" 10'-6" 32 28 H H 28 28 B B 7'-6" 7'-10" 7'-1 " 7'-g" / 7'-5" 28 28 H H 25 25 B B 16'-4 14'-9" 14'-0" 37 32 H 32 H 30 32 18'-3" 7'-7" 37 37 H H 34 34 E/ E/ 6'-11" 17'-2" 16'-4" 37 32 32 J J J 35 35 36 E/ EZF E/F 9'-2" '-10" 28 28 H H 29 29 B B 6-9" 6,-6" 7'-1" / 6'-9" 28 28 H H 26 26 B B 13'-4" 14'-2" 12'-10" 32 32 H H 31 31 4' 5' B/C B3E 6' 7' B/E 8' BA H H 32 32 B% 9' 10' B/E 32 32 32 J J J 29 30 30 B B B 15'-10 15'-4" 15'-0" 15'-2" 14'-2" 32 32 32 37 37 J J J J J 36 36 37 37 37 F F F F F 9'-2" 8'-3" '-0" 8'-8" 8,-4" NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 '-10" 7'-7" 7'-5" 32 32 32 37 37 J J J J J 31 31 31 31 32 B B B B B 6-3" 6,-0" 6-9" 6-6" 6'-3" 6'-1" 32 32 32 J J J 26 27 27 B B B 32 12'-4" 5'-7" 5'-5" 5'-3" 5'-2" 5'-0" '-3" 5'-10" '_8" 5'-6" 5'-4 5'-3" 32 32 32 37 37 J J J J J 27 27 28 28 28 B B B B 32 11-5' 12'-3" 32 11'-10" 10'-9" 10'-5" 11'-3'_ 32 32 37 J J J J J J FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B MAR 1 51009 FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. r` iP 1. q .its B�yZ/� fri wT No..�?Q48 1 En 3 1 20111* dib -' �--' PATIO i •' : " :' EM AS MFG. BY: DURA 'M •RODU° S, INC. 8269 A INE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.com J J 33 33 33 34 34 34 35 35 B/E 11' 12' B/E B/E B/E 13' 14' B% B/E B3/E B/E 16' 18' 19' 20' DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. & D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 1061 I 110 MPH LIVE LOAD = 10, 20 30 psI 90,100 8. 110 MPH JOB NO. GF07.0674 SHEET 19 OF 29 • 20# L.L 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C I TRIBUTARY WIDTH MAX.COL. SPACING ON SLAB 6.5" ROLLFORM 4" 1-BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ STEEL BEAM MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING FTG. (IN.) POST IN. TYPE �C'' (IN.) POST IN. TYPE SPACING FTG. (IN.) POST TYPE FTG. OIN.) OST TYPE SPACING FTG. (IN.) MIN. TYPE FTG. FTG. (IN.) POST TYPE SPACING F7G. 'POST (IN.) TYPE �C'' (IN.) POST TYPE SPACING FTG. (IN.) MIN.POS TYPE FTG. (IN•) MIN. TYPE a' 8'-11" 10'-4" 28 H 19 B 14'-7" 32 H 22 B 10'-10" 28 H 22 B 11'-6" 28 H 20 B 12'-6" 32 H 21 B 5' 7'-1" 9'-3" 28 H 20 B 13'-0" 32 H 23 B 9'-8" 28 H 23 B 10'-6" 28 H 21 B 11'-7" 28 H 22 B 6' 5'-11" 8'-5" 28 H 21 B 11'-10" 28 H 23 B 8'-10" 28 H 24 B 9'-7" 28 H 22 B 10'-11" 28 H 23 B 7' 5'-1" 7'-10" 26 H 21 B 11'-0" 28 H 24 B 8'-2" 28 H 24 B 8'-10" 28 H 22 B 10'-4" 28 H 23 B 8' 4'-5" 7'-4" 26 H 22 B 10'-3" 28 H 24 B 7-8" 26 H 25 B 8'-3" 28 H 23 B 9'-11" 28 H 24 B s. 3'-11" 6'-11" 28 H 22 B 9'-9" 28 H 25 B 7'-3" 28 H 25 B 7'-10" 28 H 23 B 9'-6" 28 H 25 B 10' 3'-6" 9'-3" 28 H 25 B 7'-4" 28 H 24 B 9'-3" 28 H 25 B 11' 3'-2" 8'-9" 28 j 26 B 7'-1 " 28 j 24 B 8'-11" 28 j 26 B 12' - 8'-5" 28 J 26 B 6'-9" 28r_ J 24 B / 8'-8" " 28 J 26 B 13' - 8'-1" 32 J 27 B 6'-6" 32 J 25 B/ 5'-5" 32 J 27 B 14' - 7r_grr 32 J 27 B 6'-3" 32 J 25 BZE 8'-3" 32 J 27 B 15' - 7'-6" 32 J 27 B 6'-0" 32 J 25 Br 8'-0" 32 J 28 B 16' - 7'-4" 32 J 27 B 5'-10" 32 J 26 B� 7'-10" 32 J 28 B 17' - 7'-1" 32 J 27 B 5'-8" 32 J 26 B/ 7'-8" 32 J 29 B MAR 151089 o01)F_ES_SlOhw I. CAA, "SAMPLE" 5 ��� ‘.01/4,�<9 " O � Z 1'� 1. FOOTNOTE: FIGURE INDICATES EXPOSURE B / FIGURE INDICATES EXPOSURE C w 0C I--No. 37948 r� EMIR To 4� / m ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE:\ / - FOOTING SHOWN REPRESENTS LENGTH OF s). - EACH SIDE OF CUBED FOOTING WITHOUT SLAB. q / t. WHERE SLAB OCCURS, CUBED FOOTING SIZE ��, • .,,i .iii MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ��"�,, SEE ALTERNATE FOOTING TABLES/, SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 SOLID POST SPACING FREESTANDING AND ATTACHED 20 # LL. 110 MPH LIVE LOAD = 10, 20 & 30 psf HORIZ. WIND = 90,100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO. GFo7-0s74 SHEET 20 OF 29 20# .L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' ORLESS EXP.B&C 3Ix8 BEAMwJINSERT >- <1 D 1�ci r OZm • V 7" 1 -BEAM MAX.POST FREESTAND ATTACHED SPACING 4' 5' 6' 8'-11" 7'-1" 7' 23'-9" FTG. MIN. FTG. MIN. POST POST (IN.) TYPE (IN.) TYPE 37 H 26 F DBL. 3"x8"x.042"BM MAX.POST SPACING FREESTAND ATTACHED FTGIN. . POST fir'' POST (IN.) TYPE (IN.) TYPE DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND FTG. N. POST (IN.) TYPE ATTACHED FTG. MIN. POST (IN.) TYPE MAX.POST SPACING FREESTAND FTG. POST (IN.) TYPE 14'-4" 32 H 22 B 9'-9" 10'-2" 28 H 19 B 19'-4" 37 ATTACHED FTG. MIN. POS1 (IN.) TYPE H 21'-3" 37 H 27 F 12'-10" 32 H 22 B 8'-8" 9'-1" 28 H 20 B 17'-2" 32 5'-11" 8' 9' 5'-1" 19'-4" 37 H 27 F 11'-9" 28 H 23 B 7'-11" 8'-3" 28 H 21 B 15'-8" 17'-11" 32 H 28 F 10,-10" 28 H 24 B 7'-4" 7'-8" 26 H 21 B 14'-6" 32 32 4'-5" 10' 16'-9" 32 H 29 F 10'-2" 28 H 24 B 6'-10" 7'-2" 26 H 22 B 13'-8" 32 3'-11" 11' 3'-6" 12' 15'-10" 32 H 29 F 9'-7" 28 H 25 B 6'-6" 6'-9" 28 H 22 B 12'-10" 15'-0" 32 H 30 F 9'-1" 28 H 25 B 6'-2" 6'-5" 28 3'-2" 14'-4" 32 J 30 F 8'-8" 28 J 26 B 5'-10" 6'-2" 28 H 23 J 23 B 12'-2" 32 32 B 11,-8" 28 13'-8" 32 J 31 F 8'-3" 28 J 26 B 5'-7" 5'-10" 28 J 23 B 11'-2" 13' 13'-2" 32 J 31 F 7'-11" 32 J 26 B 5'-4" 5'-8" 32 J 24 B 10'-8" 28 H 24 C/ H 25 H 26 C/ H 26 C/ 27 E/ 32 14' 12'-8" 32 J 32 F 7'-8" 32 J 27 B 5'-2" 5'-5" 32 J 24 B 10'-3" 32 H H J 27 E/ 28 J 28 E/ E/ J 29 29 E/ E/ J 29 15' 12'-3" 32 J 32 F 7'-5" 32 J 27 B 5'-0" 5'-3" 32 J 24 B 9'-11" 32 16' 11'-10" 32 J 32 F 7'-2" 32 J 27 B 5'-1" 32 J 24 B 9'-8" 32 17' 11'-6" 33 J 33 F 7'-0" 32 J 28 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -9/ OR 15 2009 FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 B ESsj 4'-11" 32 J 25 B 9'-4" 32 J J 30 J 30 30 E/ E/ E/ E/ DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING RANCHO CUCAMONGA, CA (951) 741-2107 ACHED 2AND N ATT 110 MPH LIVE LOAD = 10, 20 8 30 psi HORIZ. WIND = • 90,100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO. GF07-0674 SHEET 21 OF 29 • 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C TRIBUTARY WIDTH MAX.COL. SPACING ON SLAB 6.5' ROLLFORM 4" 1 -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ STEEL BEAM MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING FTG, (IN.) POST IN. TYPE FTG' (IN.) POSTMIN. TYPE SPACING FTG, (IN.) POST TYPE FTG. (IN•) POSTMIN. TYPE SPACING FTG. (IN.) MOST TYPE FTG. (IN.) POST TYPE SPACING FTG. (IN.) POST TYPE FTG. (IN.) POST TYPE SPACING FTG. (IN.) MOST TYPE FTG. (IN.) POST TYPE 4' 6'-2" 8'-6" 28 J 18 B 12'-0" 28 J 20 B 8'-10" 28 J 22 B 9'-7" 28 J 19 B 10'-11" 28 J 20 B 5• 4'-10" 7'-7" 26 J 19 B 10'-8" 28 J 21 B 8'-0" 26 J 23 B 8'-7" 28 J 20 B 10'-2" 28 J 21 B 6' 4'-0" 6'-11" 26 J 19 B 9'-9" 28 J 22 B 7'-3" 26 J 24 B 7'-10" 26 J 20 B 9'-6" 28 J 22 B 7' 3'-6" 6'-5" 26 J 20 B 9'-0" 28 J 22 B 6'-9" 26 J 24 B 7'-3" 26 J 21 B 9'-1" 28 J 22 B 8' 8'-5" 28 J 23 B 6'-9" 26 J 21 B 8'-8" 28 J 23 B 9' 8'-0" 28 J 23 B • 6.-4" . 28 J 22 B 8'-4" 28 J 24 B 10' 7'-6" 28 J 24 B 6-1" 28 J 22 B 7'-11" 28 J 24 B 11 7'-2" 28 j 24 B 5'-9" 28 j 22 B 7'-6" 28 j 25 B 12' 6'-11" 28 J 24 B 5'-6" 28 J 23 BZE 7'-3" 28 J 25 B 13' 6'-8" 32 K 25 B 5.4. 32 K 23 B, 6'-11" 32 K 25 B 14' 6r-4" 32 K 25 B 5'-2" 32 K 23 � 6'-8" 32 K 26 B MAR 15 7009 "SAMPLE" 4/0 Q�OFESS/Q Q,s I. cqM F i.- FOOTNOTE: FIGURE INDICATES EXPOSURE B ✓/ FIGURE INDICATES EXPOSURE C NO. 37948 'CD m (MAR A 1 7C1l; * \ ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: 1 • !� 04-01 CNt1...P 11. -• FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 DRAWN BY: K.K. DATE: 10123/2007 SCALE: NONE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND'RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 309 L.L. 110 MPH LIVE LOAD= 10, 20 & 30 psf HORIZ. WIND " 90, 100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@durolum.com JOB NO. GF07-0674 SHEET 22 OF 29 30# L.L. ' 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C 3"x8" BEAMw/INSERT >- ax I— D 1- I— ozat UVh EO nn 7" I -BEAM MAX.POST FREESTAND ATTACHED SPACING 4' 6'-2" 19'-5" FTG. POST FTG. POST (IN.) TYPE (IN.) TYPE 37 J 24 F DBL. 3'x8"x.042"BM MAX.POST SPACING FREESTAND ATTACHED FTG. POST FTG. POST (IN.) TYPE (IN.) TYPE DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR3x8 BEAM FREESTAND ATTACHED FTG. POST (IN.) TYPE FTGMIN. POST (IN.) TYPE MAX.POST SPACING FREESTAND FTG. MIN. POST (IN.) TYPE ATTACHED FTG MIN. POS1 (IN.) TYPE 11,-9" 32 J 22 B 8'-0" 8'-4" 28 J 19 B 15'-9" 32 J 22 C/ 5' 6' 4'-10" 4'-0" 17'-4" 32 J 25 F 10'-6" 32 J 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 15'-10" 32 J 26 F 9'-7" 28 J 23 B 6'-6" 6'-9" 28 J 21 B 12'-10" 7' 3'-6" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'-0" 6'-3" 26 J 21 B 11'-11" 32 28 8' 3'-1" 13'-9" 32 J 27 F 8'-4" 28 J 24 B 5'-8" 5'-10" 26 J 22 B 11'-2" 9' 13'-0" 32 J 27 F 7'-10" 28 J 25 B 5'-4" 5'-6" 28 J 22 B 10'-6" 10' 12'-3" 32 J 28 F 7-5" 28 J 25 B 5'-0" 5'-3" 28 J 23 B 10'-0" 28 28 28 11' 11'-9" 28 J 28 F 7'-1" 28 J 26 B 5'-0" 28 J 23 B 9'-6" 28 J J 23 C/ J 24 C/ J 25 C/ J 25 J 26 Ex E/ 26 J 12' 11'-3" 28 J 29 F 6'-9" 28 J 26 B 9'-1" 13' 10'-9" 32 K 29 F 6'-6" 32 K 26 B 8'-9" 14' 10'-4" 32 K 30 F 6'-3" 32 K 27 B 28 J 8'-5" 32 26 E/ E/ K 32 K 27 27 28 E/ E/ E/ FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B 1/ MAR 1 5 71-109 FIGURE INDICATES EXPOSURE ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EX NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 I TRIBUTARY WIDTH 90 MPH EXB&C 100 MPH EXB&C 110 MPH EXB&C 10' OR LESS 3'-4" SQ x 18" DEEP 3'-6" SQ x 18" DEEP 4'-0" SQ x 18" DEEP 20' OR LESS 4'-0" SQ x 18" DEEP 4'-7" SQ x 18" DEEP 5'-0" SQ x 18" DEEP DRAWN BY: K.K. DATE: 1012312007 SCALE: NONE REVISED BY: K.K. & D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED vnaI 1 lin1A1PN LIVE LOAD = 10, 20 & 30 pst HORIZ. WIND = 90,100.6 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (9161 452-7021 FAX 403-1519 salesaduralum.com JOB NO. GF07-0674 SHEET 23 OF 29 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C >- Q mci 4' 5' 6' 7' 8' 9' 10' ozm UVU) oi0 25'-4" 20'-3" 16'-10" 14'-6" 12'-8" 11'-3" 10'-2" 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM MAX.POST SPACING 17'-4" 16'-1" 15'-2" 14'-4" 13'-9" 13'-3" 12'-9" FREESTAND ATT. FTG. MIN. POST (IN.) TYPE 28 28 28 28 28 28 28 G G G G G G G 11' 12' 13' 14' 15' 16' 17' 9'-3" 8'-5" 7'-g" 7'-3" 12'-4" 28 6'-9" 6.-4" 5'-11" 12'-0" 11'-8" 11'-5" 11'-2" 10'-11" 10'-8" 26 28 28 28 28 28 G G H H H H H FTG. (IN.) 22 23 24 25 26 26 27 28 28 29 29 30 30 30 MAX.POST SPACING 23'-10" 19'-6" 18'-10' 18'-1" 16'- 10" 16'-4" 15'-1 5'-5" 15'-2" 14'-8" 13'-11" FREESTAND ATT. DBL.2"x6.5"x.032" BEAM c OR 3"x8"BEAM = 3"x8" BEAMw/INSERT FTG MIN. POST (IN.) TYPE 2'-4' 1'-11" 11'-11" 11'-6" 1'-2" 33 33 33 33 28 28 28 28 28 28 28 28 28 28 FTG. (IN.) G 23 G G G G G G G G H H H H H 24 24 25 25 26 26 MAX.POST SPACING FOR DBL. 2" x 6.5x.032" 12'-8" `MAX.POSTE SPACING f ; FOR 3"x8 BEAM 16'x" 16'-4" 14'-8" 13'x` 1.2' =4›.--- 12'-4" 10'-4 10'-1 " 10'-10 10'-4" FREE STAND FTG. (IN.) 28 28 _28 -' \ 28- 26 26 26- j,_- MIN. POST TYPE G G G G •G ATT. FTG. (IN.) 27 ` 9'-10" /26 G 27 28 28 28 29 29 8'-8" 8'-5" 8'-0" 9'-5" 9'-1" 8'-9" 8'-9" 8'-5" 7'-9" 8'-2" 7'-11" 7-6" 26 28 28 28 28 28 G H H H H H 20 21 21 22 22 23 23 24 24 24 25 25 25 25 MAX.POST SPACING 32'-Q 31'-0" 28'-7" 5.-4" 24'-2" 1'-11 21'x" 20'-3" 9'-7" 18'-8" 17'-9" 6'-7" 16'-0" 5'-6" 15'-0" FREES TAND FTG. (IN.) 33 33 33 33 33 33 33 33 33 28 28 28 28 28 MIN. POST TYPE G G G G G G G G ATT. FTG. (IN.) 27 28 28 29 30 30 31 G H H H H H 32 32 32 33 33 34 34 18' 5'-8" 10'-6" 28 H 31 11-3" 28- 0,-10" H 29 7-8" 7'-4" 7'-8" 3- m 0 1- r MINIMUM NO. OF POST FOOTNOTE:' POST TYPE 1 POST TYPE 2 EXP. B EXP. C EXP. B EXP. C 6' 2 2 2 2 T 2 2 2 2 8' 2 2 2 2 9' 2 3 2 2 10' 2 3 2 2 11' 3 3 2 2 12' 3 3 2 2 13' 3 4 2 2 14' 3 4 2 2 15' 3 4 2 3 16' 17' 4 4 4 5 2 2 3 3 18' 4 5 2 3 19' 4 5 3 3 28 H 26 15'-1 " 14'-7" 28 H 34 19' 20' 5'-4" 5'-1" 10'-4" 10'-2" 33 33 H H 31 31 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 10'-7" 10'-4" 33 33 H 29 11" 7'-6" 33 33 MAR 151009 H H 26 26 14' " 3'-10" 33 33 H H 35 35 20' 4 5 3 3 FOOTNOTE: * HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTNOTE: COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING) FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE' C ADDITIONAL FOOTNOTE: WHERE-ONLY,ONE FIGURE SHOWN INDICATES EXP. B 8 C 'it, DRAwN BY: K.K. DATE: 1012312007 SCALE: NONE REVISED BY: K.K. & D.P.951 TOM • , 'BEL = M til COMMERCIAL AND -- yi .froNGINEERING RAN' HO CUCAAM • •�FREESTANDING .C. 741-2107 LATTICE POST SPACING TABLE AND ATTACHED 10 # LL 90 MPH LIVE LOAD = 10, 20 8 30 psi HORIZ. WIND = 80,100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales®duralum.com JOB NO. GF07-0674 SHEET 24 OF 29 i0# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C DBL.2 x6.5 x.032 BEAM 3"x8" BEAMw/INSERT>- MINIMUM NO. OF POST 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM I OR 3"x8' BEAM am J FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. cc FOOTNOTE:' j p g MAX.POST MAX.POST SPACING SPACING m POST TYPE 1 POST TYPE 2 • a Z SPACING FTG. MIN. FTG SPACING FTG MIN. FTG. FOR DBL. FOR 3" x 8" FTG. MIN. FTG. SPACING FTG. POST FTG. ~ co O (IN.) POST TYPE (IN.) (IN.) POSTTYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 17 23'-2>/15'-7" I 16'_4" 30 4 25'-4' 30 G 22 0'-8" 14'-0" 4,_7" '-0" 2,;-2.?" 13'-'11/"I 14'-8" 16, 1„ 30 G 2318' 6" 12'-6" 13'-1„ 5' 20'-3" 4'-10" 15'-2" 30 G 24 18'-10"12'-8" 13,-4„ 6' 16'-10 / 6'-10" 11'-5" 1'-11" 14'-0" 7' 14'-6" 14 4 30 G 25 17 5,_7„ 11.-9",_7„ 12,x„ 11'0" 13'-3" 8' 12'-8" 13.-91"2'-8" 3'-9" 30 G 264.-7" 11' 0" 11'-7" 12 -8" 4'-7" 9' 11" 10'" 15'-5" 10'-4/" 10'-1 9' 11'-3,. 13'-3'12' 2„ 30 G 26 13'-9" 9'-4 9._9" 10' 10'-2" 12'-9" 30 G 27 14'-8"/9'-10 -4„" 10 11'-9" " 30 H 28 13.-1/1/"2 -5" g,-„ 8 5 9'-:,,,,,18%10. '-1 8'-10' 11' 9'-3" 12'-4" ' 12' 8'-5" 12'-0" 27 H 28 13'-4" g'_o" 9.6",,( 8' 5" 1'-1" 1'-11" 8'-1" -1 ' 12 13' 7'-9" 11'-8" 30 29 0" 8.-8" g,_1„ s" H 11'-5" 7'-9" 8'-1" • 14' 7'-3.. 11.-5.>,10.-6" 30 H 29 1�_0" 7'-6" 7'-10" 11' /2" 11'-11" 8'-0" 8._5.. 15' _/-10'-3" 30 H 30 10-'8" 7,_3„ 7,_6" .1„.o4..;1:;!11' 7'-9" 8._2„ 16' 6'-4" 30 J 30 10' a" 7,_0„ 7-4, 17' 5'-11" 10' 8'x'_10„ 30 J 30 1-20,..0.. _o 6'-9" 7, 1.. 18 5'-8" 10'-s" 30 J 31 g'_g' J , s' 7" s' 10" 9'-8" 7'-2" 7 10'-7" 10'-4" 35 / 35 29 19' 5'_4„ g' J 31 g'_6"/8'-5" 10.-2"/g5 31 10'-4" -3 9' 0. 4"' �! • dttS ' 11" 20' 5'-1" /s'-4" J g_3,� <— i �. 35 G 23 35 G 24 35 G 24 30 G 25 30 G 25 30 G 26 30 G 26 G 20 31'-0' ' G 27 6' 2 2 2 2 27'-8" 279" 30 G 21 4,_g., 35 G 28 7• 2 3 2 2 30 G 2125'-4" 35 2'-7' G 28 8' 2 3 2 2 30 G 22 23-0'-11" 35 G 29 9, 3 3 2 2 21'11" 27 G 22 G 35 G 30 70• 3 3 2 2 1'_7' 27 23 20'-8' 35 G 30 11' 3 4 2 2 18'-5" 27 G 23„;/:1-7, 35 G 31 12' 3 4 2 2 17'-6” 27 H 24 1>8"35 H 32 13' 4 4 2 3 16'-8" 27 H 24 17'-1 " 30 16'-0' H 32 14' 4 5 2 3 30 H 24 17 30 H 32 15' 4 5 3 3 15'-4" 30 H 27 30 H 27 30 H 28 30 H 28 30 H 28 30 H 25 16'-7" 30 H 33 16' 4 5 3 3 30 H 25 16'-04"'-s' 14'-3" 30 H 33 17' 5 6 3 3 30 J 29 30 j 29 30 J 25 16-6"-10' 30 j 34 16' 5 6 3 3 30 25 15'-0"3,-5„ 30 34 19' 5 6 3 3 30 J 26 14 13-7" 1„ 30 J 34 20' 5 6 3 3 3" 35 J 26 14'-12 8" 35 J 35 FOOTNOTE: 13' 10' HEADER AND OR MIN. NO. OF POST 35 J 26 � 35 j 35 REQUIRED SPACING MUST EXCEED 2'-4'_ ALLOWABLE SLAB SPACING OR LESSER MUST BE USED 30 29 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTINGIWITHOUT SLAB. 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 1 DRAWN BY: K.K. DATE: 10)232007 SCALE: NONE REVISED BY: KK. & D.P. No. 37948 '- ESR 31 71111 CN1l Q IES,,INC. COMMER IAL AND RE •-- •TRUCT AL ENGINEERING RANCHO 4CAMONGA, CA (951) 741.2107 0 TIMC MAR 151009 FOOTNOTE: * COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10 9 LL. 100 MPH LIVE LOAD = 10,20 & 30 pst HORIZ. WIND= 90, 100 & 110 MPH 1PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 seles@durelum.com JOB NO. GF07.0674 SHEET 25 OF 29 1 10# L.L. 110 MPH FREESTAND.& ATTACHED OPEN • LATTICE PATIOS 12' OR LESS EXP. B & C )- cc 1 mCl 1— 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' ozm UVCirc_ zco 0g 25'-4" 20'-3" 16'-10" 14'-6" 12'-8" 11'-3" 10'-2" 9'-3" 8'-5" 7'-9" 7-3" 3" SQ. STEEL BEA M DBL. 3"x 8"x.042"B EAM MAX.POST SPACING 16'-6" 5,,6„ 15'-5" 13'-2" 12'-8" 12'-3" 11-1 " 11'-6" 11-3" 10'-0" FREESTAND ATT. FTG. MIN. POST (IN.) TYPE 32 32 32 32 H H H H FTG. (IN.) 6'-9" 6'-4" 5'-11" 5'-8" 5'-4" 5'-1" 32 32 32 28 28 32 32 10'-6° 10" 10'-3" 9'-7" 10'-1 " 9'-5" 9'-3" '-1" 32 32 32 32 H H H H H J J J J J J 22 23 24 25 26 26 27 28 28 29 29 37 37 J J 30 30 30 31 31 31 MAX.POST SPACING 22'-0" 19'-8" 18'-0" 6'-3" 5'-1" 15'-7" 14'-1" 14'-8" 3111 13'-1 12'-8" 12'-0" 12'-2" 11-9" 11 10'-4" 10'-0" 10 9'-5" FREESTAND ATT. DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM 3"x8" B EAMw/INSERT FTG. (IN.) 37 37 32 32 32 32 32 32 32 32 32 32 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 32 32 32 37 3 8 -11 MIN. POST TYPE H H H H H FTG. (IN.) 23 24 24 25 MAX.POST SPACING FOR DBL. 2" x 6.5x.032" 25 H H H H J J 26 26 27 27 28 28 10'-3" 91-6„ 9'-11" 9'-0" J J J J 28 29 29 8'-2" 7'-9" 7'-2" 7 -9 7'-0" 6'-9" 6,,6,E 29 MAX.POST SPACING FOR 3"x8" BEAM 13'-1 " 12'-8 11-6" 11-9" 11'-0" 10'-0" 10'-4" 9'-5" 9'-10" 8'-11" 9'41 8,-6„ 9'-0" 7'-10" 7'-3" 6'-10" 7,11 FREES TAND ATT. FTG. (IN.) J _-.ES 29 6'-8" 6'-2" 6'-0" 32 32 32 28 28 28 MIN. POST TYPE H H H H FTG. (IN.) H 28 28 28 32 32 32 32 32 32 37 H H H H J J 20 21 21 22 22 23 23 24 24 J J J J J 37 MAR 1 5 2009 24 25 25 25 25 26 26 MAX.POST SPACING 29'6" 23'-11' 20'-1 17'-9" 16'-4" 14'-10' 13'-10' 14'-9" 3'-4" 14'-4" 13'-0" 13'-1 " 12'-7" 13'-6" FREESTAND ATT. FTG. (IN.) 37 37 37 37 37 37 37 32 32 32 32 32 32 32 32 37 MIN. POST TYPE H H H H H H H H H J J FTG. (IN.) 27 28 28 29 30 30 31 J J J J J 26 13'-2" 37 J 12'-0" 32 32 32 33 33 34 34 34 35 35 FI— m0 1— I— MINIMUM NO. OF POST FOOTNOTE:" POST TYPE 1 POST TYPE 2 EXP. B EXP. C EXP. B EXP. C 6' 2 2 2 2 7' 2 3 2 2 8' 3 3 2 2 9' 3 3 2 2 10' 3 4 2 2 11' 3 4 2 2 12' 4 4 2 3 13' 4 5 2 3 14' 4 5 3 3 15' 4 5 3 3 16' 5 6 3 3 17' 5 6 3 4 18' 5 6 3 4 19' 5 7 3 4 20' 6 7 3 4 FOOTNOTE: * HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTNOTE:" COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING: FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. DATE: 1012312007_ SCALE: NONE REVISED BY: K.K. & D.P. -. CAM '---• �h'-ir, • S, INC. >��� COMMERC L A • 41 • .� ' 1 TI RAL ENGINEERING RANCH• - • AMONGA, CA •51) 741-2107 LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 1n S 1 1 11n MPH(916) LIVE LOAD= 10, 20 & 30 psf OO 010 &Vt 0 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 452-7021 FAX 403-1519 sal0saduralum.eom JOB NO. GF07 0674 SHEET 26 OF 29 1 7'-6" 20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C >- o 1— Oz 0- 4' 6' 13'-2" 10'-6" 3" SQ. STEEL BEAM MAX.POST SPACING 8'-9" 8' 9' 10' 14'-2" FREESTAND FTG. (IN.) MIN. POST TYPE FTG. (IN.) 13'-2" 6'-7" 5'-10" 14' 16' MCI BEM MIS ME MEM MEM EMI WEI MEM 12'-4" 19 11'-9" 5'-3" 4'-g" 20 DBL. 3"x8"x.042"BEAM MAX.POST SPACING FREESTAND 17'-2" 11'-3" 28 10'-10" 10'-5." 10'-2" 9'-10" • 18' 19' 9'-6" 28 28 28 28 28 FTG. (IN.) MIN. POST TYPE DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM FTG. (IN.) 15'-4" 14'-0" 13'-0" 24 24 12'-2" 11'-5" 10'-10" 10'-4" 9'-11" 9'-2" 8'-11" 8'-9" 8'-7" 8'-5" 26 26 26 28 28 28 H 20 H H H 9'-6" 9'-2" 8'-10" 8'-7" 37 8,-4" 8'-1" 27 7'-10" H H H J J J J J J J J MAX.POST MAX.POST SPACING SPACING FOR DBL. FOR 3" x 8" 2" x 6.5x.032" BEAM 11'-9" 10'-6" FREESTAND ATT. 12'-2" 9'-7" 24 24 24 FTG. (IN.) MIN. POST TYPE FTG. (IN.) 3"x8" BEAMw/INSERT MAX.POST SPACING 10'-10" 8'-10" 8'-3" H 18 9'-11" 9'-2" 7'-10" 26 26 26 7'-5" 8'-7" 28 28 28 H H H 19 19 20 23'-0" FREESTAND 20'-7" FTG. (IN.) MIN. POST TYPE FTG. (IN.) H 24 18'-10" 17'-5" 8'-1" 7'-1" 6'-9" 7'-8" T-4" 6'-6" 7'-0" 6'-3" 6'-9" 6'-0" 6'-6" 5'-10" 6'-3" 5'-8" 6'-1" 5'-6" 37 20' 8'-3" 37 J 27 7'-8" 37 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 DRAWN BY: K.K. DATE: 10/2312007 SCALE: NONE REVISED BY: K.K. 8 D.P. 1 28 28 28 28 28 5'-10" 5'-4" 5'-7" TOM CA COMMERCIAL AN RANCHO CU RESID ON d• CA H H H J J J J J J J J 20 16'-3" 15'-4" 14'-6" H H H 13'-10" 13'-3" 12'-9" 12'-4" 11'-10" 11'-6" 11'-2" 37 I 23 10'-10" 10'-7" H H H J J J J J J J J 26 26 28 28 29 29 29 30 30 30 ■ 37 1 31 Do 1- r MINIMUM NO. OF POST FOOTNOTE: POST TYPE 1 POST TYPE 2 EXP. B EXP. C EXP. B EXP. C 6' 2 2 2 2 7' 2 3 2 2 8' 3 3 2 2 9' 3 3 2 2 10' 3 4 2 2 11' 3 4 2 2 12' 4 4 2 3 13' 4 5 2 3 14' 4 5 3 3 15' 4 5 3 3 16' 5 6 3 3 17' 5 6 3 4 18' 5 6 3 4 19' 5 7 3 4 20' 6 7 3 4 FOOTNOTE:* HEADER AND OR MIN. NO. OF POST 5'-5" 37 J 24 10'-4" 37 J 31 REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING MAR 15 2009 OR LESSER MUST BE USED FOOTNOTE: COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B ✓� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. yi 'r INEERING 51) 741-2107 LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20#L.L 110 MPH LIVE LOAD = 10. 20 8 30 psf HORIZ. WIND= 90, 100 8 110 MPH IPATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO, CA 95626 (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO. GF07-0674 SHEET 27 OF 29 30# L.L. 110 MPH FREESTAND,& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C cc <1 mo 1- m U U h co0 3" SQ. STEE L BEAM DBL. 3"x 8"x.04 2"B EAM MAX.POST SPACING FREE STAND ATT. FTG. (IN.) MIN. POST TYPE FTG. (IN.) MAX.POST SPACING FREES TAND ATT. DBL.2"x6, 5"x.032" BEAM OR 3"x8"BEAM 3"x8" B EAMw/INS ERT FTG. (IN.) MIN. POST TYPE FTG. (IN.) MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3"x8" BEAM FREES TAND ATT. FTG. (IN.) MIN. POST TYPE FTG. (IN.) MAX.POST SPACING FREE STAND ATT. FTG. (IN.) MIN. POST TYPE FTG. (IN.) 4' 8'-10" 12'-5" 5' 6' 7' 8' 9' 10' 11' 7'-1" 5'-10" 5'-1" 4'-5" 11'-6" 10'-10" 32 28 28 J J J 18 19 20 14'-2" 12'-8" 11'-6" 32 32 28 J J 19 9,-7" 10'-0" 20 10'-3" 9'-10" 9'-5" 28 28 J J 28 J 21 21 22 10'-8" 10'-0" 9'-5" 28 28 28 J J J 20 21 21 9'-2" 28 8'-10" 28 12' 8'-7" 28 J J J 13' 8'-4" 32 K 22 23 23 24 8'-11" 8'-6" 8'-2" 7'-10" 14' 15' 16' 8'-1" 7'-g" 7-6" 32 32 32 K K K 24 7'-6" 24 7'-3" 25 7'-1" 28 28 28 32 32 32 32 J J J J K 22 22 8'-7" 7'-10" 7'-3" 6'-9" 6'-4" 6'-1" 8'-11" 8'-2" 7'-6" 7'-1" 6'-8" 6'-4" 28 28 28 26 26 28 23 5,-9" 6'-0" 23 5'-6" 5,-9" 28 28 28 23 K K 23 24 5'-4" 5'-2" 4'-11" 5'-6" 5,-4" 5'-2" K 24 5'-0" 32 32 32 32 J 17 J 18 J 18 J 19 J 19 J 19 J 20 J 20 J 20 K 21 18'-11" 16'-11" 15'-5" 37 37 37 J J 14'-4" 13'-4" 12'-7" 11'-11" 11'-5" 10'-11" 37 37 37 37 32 32 J J 22 23 24 J J J 25 25 26 26 J J 10'-6" K 21 K 21 K 21 10'-2" 9'-9" 9'-5 17' 7'-4" FOOTNOTE: "SAMPLE" 32 K 25 6'-10" 32 K 24 FIGURE INDICATES EXPOSURE B -�/ FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 4'-10" 32 K 22 9'-2 MAR 152 32 32 32 32 K K K K 26 27 27 28 28 28 cC DO m� 1 - MINIMUM NO. OF POST FOOTNOTE: POST TYPE 1 POST TYPE 2 EXP. B EXP. C EXP. B EXP. C 6' 2 2 2 2 7. 2 3 2 2 8' 3 3 2 2 9' 3 3 2 2 10' 3 4 2 2 11' 3 4 2 2 12' 4 4 2 3 13' 4 5 2 3 14' 4 5 3 3 15' 4 5 3 3 16' 5 6 3 3 17' 5 6 3 4 FOOTNOTE:" HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED " ALLOWABLE SLAB SPACING FOOTNOTE: ' OR LESSER MUST BE USED COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY L. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. 32 K 28 DRAWN BY: K.K. DATE: 1012312007 SCALE:ISYE REVISED BY: K.K. 8 D.P. TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 LATTICE POST SPACING TABLE AND ATTACHED TA ED AND M 30 # LL 110 MPH UVE LOAD= 10, 20 8 30 psf HORIZ. WIND = 90, 100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 setes�duralum.rnm JOB NO. GF07-0674 SHEET 28 OF 29 ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL ROOF SLOPE SHALL BE 1/4" : 12" MIN. n 3' OR 4" APPROVED STRUCTURAL SANDWICH PANEL MAY BE SUPPLIED BY OTHERS, SEE NOTE BELOW WIND DESIGN PANEL INCH S.M.S 90 MPH #14 @ 12" O.C. 100 MPH #14 @ 10" O.C. 110 MPH #14 @ 8" O.C. NOTE: #14 SMS SHALL HAVE A MIN. 1" PEN. INTO HEADER HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 2006 IBC, 2006 IRC OR 2007 CBC. #14 S.M.S. SEE PANEL TO HEADER BEAM CON WALL FASTENERS APPROVED SEE TABLE BELOW I BEAM OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORD ) TABLE ABOVE EXTRUDED "IR3" GUTTER PANEL SPAN TABLE PANEL INCH SKIN INCH LL = 10 LL=20 LL=30 3„ .024" 18'-0" 12,-9" 10'-9" .032" - 14'-5" 12'-4" 4„ 024" 21'-4" 15'-1" 12'-4" .032" 22'-0" 17'-4" 14'-3" " APPROVED BEAM HEADER OPTIONAL NON-STRUCTURAL FASCIA EXTRUDE • r RIP EDGE OPTIONAL RAIN GUTTER MAR 15 7009 ALUM.ALLOY 6063-T6 3.200" OR 4.200" t-- 2.740" I LT= 060" APPROVED 3" WALL FASTENERS INSUL. ROOF SEE TABLE SHEET 7 PANEL #12 SMS TSB 1.880"--4 AT 12' O.C. 3" OR 4" HANGER CHANNEL PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE INSULATED ROOF PANEL INSULATED ROOF PANEL TO APPROVED BEARING WALL SYSTEM INSULATED ROOF PANEL TO APPROVED NON-BEARING WALL SYSTEM NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT AND/OR CALIFORNIA FBH APPROVAL FOR USE WITH PATIO COVERS COMPLYING WITH 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE AND/OR 2007 CALIFORNIA BUILDING CODE WHICH MUST BE SUBMITTED WITH DURALUM PATIO COVER DRAWING. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: K.K. DATE: 10/23/2007 SCALE: NONE REVISED BY: K.K. & D.P. p TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. CA (951) 741-2107 INSULATED ROOF PANEL CONNECTIONS LIVE LOAD 10, 20 & 30 psi HORIZ. WIND = 90, 100 8 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@duralum.com JOB NO. GF07-0674 SHEET 29 OF 29 Permit # ��� 0A' Project Address: S' A. P. Number: Legal Description: 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 77S Yefen M- 1 -Lc/ft Owner's Name: Bj(4-4 1-1}- L O C K eof"p_t Address:5477 5 /rV N [bA- J¢LV/4. 2'44.0 City, ST, Zip: c/4-- Address: -i/0- (33 CA- LL 1-0 MA Nr)ZA Telephone: 7'7/ — e5, Project Description: 14-9 p - Lc—)an kaNet.e. Project type (circle one): New Add'n Alter Repair Demo _ / `f 3 Estimated Value of rro�cc Telephone phone # of Contact Person: - 5-2 APPLICANT: DO NOT WRITE BELOW THIS LINE 2°' Review, ready for corrections/issue '" Review, ready for corrections/issue