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08-1484 (PAT)54715 Avenida Madero 08-1484 "'V. -O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 08-00001484 Property Address: 54715 AVENIDA MADERO APN: 774-264-008-8 -000000- Application description: PATIO COVER - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 4549 Applicant: Architect or Engineer: P J A 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License CI ss: B License No.: 770843 Z ontractor: i / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason ISec. 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 70001 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 155001.: 1 _ 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 1, 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.). ( ) 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: SCHMIDT GRETCHEN 54715 AVENIDA MADERO LA QUINTA, CA 92253: FID, Contractor: LIFETIME PATIOS P.O. BOX 5806 LA QUINTA, CA 92 (760)772-0013 Lic. No.: 770843 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 L! Stp 0 21008 Date: 8/27/08 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. . I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ENDURANCE REISN Policy Number WEN0015766-01 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section Vofbor Code, I shall forthwith comply with those provisions. atU e: : WARNING: F URE TO SECURE W KERS' C PENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this co my to enter upon thea ove-mentioned property for inspection purposes. Da : -_ j *ign re (Applicant or Agent): Application Number . . . . . 08-00001484 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 72.00 Plan Check Fee 46.80 Issue Date . . . . Valuation . . . . 4549 Expiration Date 2/23/09 Qty Unit Charge Per Extension BASE FEE 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 ---------------------------------------------------------------------------- Special Notes and Comments 342 S.F. OPEN LATTICE WEATHERWOOD SHADE STRUCTURE, PER APPROVED PLANS Fee summary Charged Paid Credited Due ------------------------------------- Permit Fee Total 72.00 ---------- .00 ---------- .00 72.00 Plan Check Total 46.80 .00 .00 46.80 Grand Total 118.80 .00 .00 118.80 LQPERNM n 0 e ° c W r S _ J F W® U Q F uu 4 H [ ` c W c o a w r ro t U) U H 0 m o v fe 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 require additional information. Site Information Owner's Name S1e,4mlb7- be charter.net should you ; .OFESS/0`N . g t. CAM q F`•. 2G) ZO F 2 F' No. 37948 r M Exp. 3/31/09 f CNIL OF CAL Address Eg7/5_ 11y%NlQA- N4aL City/Town 001 tj State Bin # City of La Quinta Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # [ 1L 1 Project Address: - —" - Owner's Name: A. P. Number: Address: S Legal Description: ti/ / / Contractor: /FET' &; Project Description: City, ST, Zip: 001A) 7 -A N/7 Gj . Telephone d 13 7/o-77 -a State Lic. #: O City Lic. #: v Arch., Engr., Designer: Address: City, ST, Zip: / Construction Type: Occupancy: Telephone: u r State Lic. #: Project type (circle one): New Add'n Alter Repair Demo S9 Ft : #Stories: #Units: Estimated Value of Project: G P Name of Contact Person: 1)rIes 7 Telephone # of Contact Person: ,0 o6g - 7D APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd - Rec'd TRACKING . PERMIT FEES Amount Plan Sets Plan Check submitted Item Structural Calcs. Truss Calcs. Reviewed, ready for corrections Called Contact Person Plan Check Deposit Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan' 2°d Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing S.M.I. Grant Deed Pians picked up H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees ED PATIO COVER SYSTEM AS MFG. E Y:B0WRA' Po12 Slpff0PS,, 114C. APPROVED GENERAL NOTES: FOR CONSTRUCTION MAY 3 0 2008 GOVERNING CODES: DATE (a' oZ 7-0 b BY 1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDLIII ASCE/SEI 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 (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN. PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED Q 9F ESS/p4 -Pg 1. Cit '' CN ,,o. sews V. 3131100 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 8 AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES 8 AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C. NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY' K RANCHO CUCAMONGA. CA (95 1) 741-2107 GENERAL NOTES HORIZ. WINO = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 K & D P R11 18(1&1_ PN I41F1 a5 _7f1 1 FAX dl1:1-1516 c lnclAlAi,nl,,m rnm ' RAFTER, SEE TABLE'. LATT I C E TY P E S FOR SIZEOPEN ' AND SPACING' NOTE: THIS OPEN LATTICE -TYPE STRUCTURE LIVE LOAD = - PROJ.E S OPEN LATTICE -TYPE STRU CTURE NOTE: MAY ED OR COVERED. SCHEDULE/Sr/jtp SEMAX. NOT B ENCLO eu/CO/NO /// MAX. O.H. 25%OF SPAN O' `?S epFP ` RAFTER, SEE TABLE \ ` + FOR SIZE AND SPACING 0 pSTS.o Ry9 MAY NOT BE ENCLOSED -0B CO gC CC ~i: 0": q,25% O SPAN ' DRAWN BY: K.K. No' 7948 rr— m I' NOTE: THIS OPEN LATTICE -TYPE STRUCTURE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 31,„ag *► MAY 3 0 7.008 MAY NOT BE ENCLOSED OR COVERED. ESSCHEEDULEpqC/ryG SEE NOTE: THIS OPEN LALLCf,E-TYPE STRU MAX PROJ E SEE SCHEDULE 10, 20 8 30 ps1 AND SPACING MAY NOT BE ENCLOSED -0B CO • /1 OO ^ SCALE: NONE RANCHO CUCAMONGA. CA (95 1) 741-2107 STRUCTURES HORIZ. WIND = RAFTER, SEE TABLE SHEET 3 OF 29 MAX. O.H. O'H REVISED BY: K.K. 8 D.P. POST HEIGHT 90.100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duratum:com 25 % OF SPAN AOSrS — O.H SEE CH€DUL gCHG r' 16 2500 25•.i OFOSPAN Q°S Op F LENGTH OF STRUCTURE VARIES Mq,VG OST HEIGHT SE HEDULE OST WITH SIDE- AGE PLATES SEE DETAIL OF STRUCTURE VARIES STET SR'q OST HEIGHT 1LENGTH • P6 ° SE REDUCE G I:O . 712'SLAB ATTACHMENT NOTE: EACH COMPONENT IS INTER- a0 O MAY BE USED WHERE CHANGEABLE WITH ANY OTHER sFFr s'qc, °6F EILE,/ COMPONTENT UNLESS OTHERWISE SHOWN. ae H I sERMIT LENGTH OF STRUCTURE VARIES MAX. PROD. SEE SOHEDULE ATE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED. pRO BLE WITH ANY OTHER SEE SCHED. FOR FOOTING CUB ENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTU OPEN LATTICE -TYPE PATIO COVER _APS I ,q r- .__ — SCALE: NTS MAYNOT BE ENCLOSED OR CO O A TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE WPE "F" ATTACHE POST WITH SIDE- PLATES SEEJDET, 12 -SLAB ATTACHMENT 7 MAYBE USED WHERE PERMITTED. J SEE SCHEDULE FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE DRAWN BY: K.K. No' 7948 rr— m I' NOTE: THIS OPEN LATTICE -TYPE STRUCTURE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 31,„ag *► MAY 3 0 7.008 MAY NOT BE ENCLOSED OR COVERED. 'MAX. RAFTER, SEE TABLE• FOR SIZE . PROD. EE SCHE U E NOTE: THIS OPEN LALLCf,E-TYPE STRU MAX PROJ E SEE SCHEDULE 10, 20 8 30 ps1 AND SPACING MAY NOT BE ENCLOSED -0B CO • /1 OO ^ SCALE: NONE RANCHO CUCAMONGA. CA (95 1) 741-2107 STRUCTURES HORIZ. WIND = RAFTER, SEE TABLE SHEET 3 OF 29 MAX. O.H. O'H REVISED BY: K.K. 8 D.P. FOR AND SPACING 90.100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duratum:com 25 % OF SPAN AOSrS — O.H gCHG r' 2500 25•.i OFOSPAN Q°S Spyq,1,C OST HEIGHT SE HEDULE AGE OST HEIGHT • P6 ° SE REDUCE G I:O . IB O °6F ® LENGTH OF STRUCTURE VARIES Nq,VG 16 PF ODST k9 CROSS SECTI LENGTH OF STRUCTURE VARIES ppSr SFFr s/'q0/ SEE ET POST CROSS-SECTION, SEE POST DET L SFF rSP NOTE: EACH COMPONENT IS INTER- osr 31/2 MAY BE USED Ci r 7F HC CHANGEABLE WITH ANY OTHER sFFr SOTO 3 12' SLAB COMPONTENT UNLESS OTHERWISE SHOWN. I FOOTING. <F c SCHEDULE a NOTE: EACH COMPONENT IS INTER- °s TO CONSTRAIN OPEN LATTICE -TYPE PATIO COVER OPEN WITH ANY OTHER sFFr sFgC qe F /N FOOTICHANGEABLE E SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED • SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE FO SEE SCHED. FOR FOOTINGCUBE SIZE 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. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (95 1) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 29 REVISED BY: K.K. 8 D.P. 90.100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duratum:com SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL qN0 SH11 q 110L N ALUMINUM ROOF PANEL ?'HE PR EVAR, SEE FORSCHEDULE fnN lON IF EAICL SED "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. O LNE LOAD = POST OPTIONAL: CANTILEVER BEAM m L) SQ. POSTS, SIZE VARIES SEE SCHsotZ's SE E SCHEDULE ~ ~ 10.20 & 30 ps1 DURALUM PRODUCTS, INC. POST SPACINGR xx SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 O5oN0 f 3 1/2" SLAB ATTACHMENT MAY BE ALTERNATE: T USED WHERE OF Sp EXCEED iv PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' J .. A NOTE: NO PLICE AT D BAYS. OST AND EN FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING /+ CUBE SIZE Q NOTE: EACH COMPONENT IS INTEL CHANGEABLE WITH ANY OTHER J COMPONTENT UNLESS OTHERWISJ OWN. TVPF °A11 ATTnrlwpn czimr_I G (ZDAK1 1AI/t-ANITII C(7C—!l[]TI CND. AI '9 ALUMINUM /N OF ROOF PANEL O.H STRUCTCIRE VA SEE SCHEDULE FOR SPANS (Mq 1, NOT q 0. SPA E ENCLOSED "O.H." NOT TO EXCEED 259% OF SPAN _ ATTACHMENT CHANNEL 1,LE/VGTH Or ST ALUMINUM SEROOF E SCHEDULE MIN. 0.5ESL0 ELPER FT. T EDP E TOO> Ei ss TV ARIES FOR SPANS IFENCCOgsoo "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SO. POSTS, SIZE VARIES J HEp 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE HT.= 12' Y 3 01008 ERE REQUIRED i LE FOR FOOTING CUBE SIZE ZJ ALUMINUM ROOF PANEL MIN. 0.5" SLOPE PER FT. SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN OPTIONAL: CANTILEVER SEE SCHEDULE FOR POS SPACING 0=O S N NOTE. 0 SPLICE AT THIS POST AND AT END BAY$_ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. vnEVARIEs (Mq y NOT BE ENCC OSEp ) SEE DETAIL FOR SPLICE _--" 59 SEE DETAIL FOR SPLICE POST sP pf — OPTIONAL: CANT EVER BEAM POST OPTI NAL: CANT .EVER B SD. POSTS, SIZE VARIES SEE SCHEO C 3 SE POST SPACINE SCHEDULE OR = SD. POSTS. SIZE VARIES SEES HEOU ES SEE SCHEDULE PST SPACINGR 3 1/2" SLAB O H' NOT T 3 1/2" SLAB O'H NOT MAY BE USED ALTERNATE: 75% OF Sp kCfEp MAY BE USED ALTERNATE: zs% OFSp EX E TO CONSTRAIN SINGLE POST AN i TO CONSTRAIN SINGLE POST CEO FOOTING, SEE SEE SCHEDULE FOOTING, SEE SEE SCHEDULE SCHEDULE NOTE 0 SPLICE AT THIS SCHEDULE NOTE 0 SPLICE A THIS POST DAT END BAYS. POST DAT END BeYS. FOOTING WHERE REQUIRED _1/ SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD TYPE "C" FREESTANDING NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ANTILEVER OPTION FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10.20 & 30 ps1 DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916)452-7021 SHEET 2 OF 29 90. 100 8 110 MPH FAX 403-1519 sales@dumlum.com RAFTER -SPANS FOR-OPEN'L'ATTIGE COMMERICAL &PATIOS 90/100/110 MPH EXPOSUREB & C9 ---__ 6.5" ALUM, ALLOY 3004-H36 3„ 6.5" 7-- I 3.0" IIj 8.0" 2" OR EQUAL MAX. 2" * SEE NOTE BELOW , ALUM. ALLOY 3004•H36 042„ 032 ' ALUM. ALLOY 3004-H36 022 " .024" OR EQUAL [ OR EQUAL - L.042" .032" *SEE NOTE BELOW 2 x 6 1/2" RAFTER d DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER L L = "T' m ° 90 MPH' ` : l00 MPH 110 MPH L L = "T' 90 MPH 100 MPH 110 MPH L.L.= 'T' m c° 90 MPH 100 MPH 110 MPH (PSF) (IN.) y o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 10 .024 16" 14'-4" 13,_0„ 13,_0„ 11,_8„ 12,_10„ 11,-4„ 16,_0„ .024 24" 11,_8„ 10,_7, 10,_7, 9'-6" 10'4" 9'-3" 10 .032 16" 19,_1„ 17,4„ 17,4„ 15,-6„ 17,_1„ 15,4„ 24" 15'-6" 14,_2, 14,_2, 12,4„ 13'-11" 12,_3„ ( 16" 26'-4" 23,_10„ 23,_10„ 21,_6„ 23,_0„ 20,_10„ 16" 042 ..24„( 21'-6„ 19'-6', 19,-6„ 17'-6" 18,_9„ 17,_0„ 24" .024 16" 10,_8„ 10,_8" 10,_8„ 10,4„ 10,4„ 10,_8„ 24" 8'-9" 8'-9" 8'4" 8'-9" 8'-9" 8'-9" 20,_2, 16" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 20 .032 24„ 11,4„ 11,_8„ 11,4„ 11,4„ 11,4„ 11,_8„ 16,-6„ [042 16„ 19,_8„ 19,_8„ 19,4„ 19,_8„ 19,41 191_81. 12,_5, 12,_5„ 24„ 16,_1„ 16,_1„ 16,_1„ 18,_1„ 16,_1„ 16,_1„ 16,_7, 16,_7, 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 30 .024 24" T-2" 7'-2" 7'-2" T-2" T-2" T-2' 16" 11,_9„ 11,41 11,_9„ 11,_9„ 11,_9„ 11,_9„ .032 24" 9'-7" 9'-7" 9'•7" 9'-7" 9'-7" 9'-7" 16" 13,4„ 13'-6" 13,_6„ 13,_6„ 13,-6„ 13,-6„ .042 13'4" (PSF) (IN.) 2L o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 10 .024 16 20,41 18,4„ 18'4" 16,_6„ 18,_1„ 16,_0„ 24" 16'-6" 15,_0„ 15,4„ 13,4„ 14,_5, 13,_1„ 23,_0„ 20,_10„ 16" 27,_0„ 24,-6„ 24'-6" 22,4„ 24,_2, 21,4„ 9. 10 .032 24" 22,4„ 20,_0„ 20,4„ 18,4„ 19,_8„ 17'4" 21 _0„ 024 16" 15,_2, 15,_2, 15,4, 15,4, 15,_2, 15,_2, 20 17,_2, 24" 124" 12,4„ 12,4„ 12'-4" 12,4„ 12,4„ 15 5' 1 16" 20,_2, 20,_2, 20,_2, 20,_2, 20,_2, 20,_2, .032 24" 16,-6„ 16,-6„ 16,-6„ 16,_6„ 16,-6„ 16,4„ 30 .024 16" 12,_5, 12,_5, 12,_5, 12,_5, 12,_5, 12,_5„ 24" 10,_2, 10,_2, 10,4, 10,4, 10,4, 10,_2, . 032 16" 16,_7, 16,_7, 16,_7, 16,_7, 16'-7" 16'J" tee„ 13,-6„ 13,-6„ 13'$" 13,-6„ 13,_8„ 13,_8„ 'SF ( IN.) v, n o EXP. g EXP.0 EXP. B EXP.0 EXP. B EXP.0 10 .042 16" 28,_2, 25'-7" 25'-7" 22'-6" 25,_2, 21'-2" 24" 23,_0„ 20,_10„ 20,_10„ 16,_9„ 20,-6„ 18,_2, 4 5 5 6 6 7 7 8 8 9 9. 10 10 11 11 12 2' 5 6 6 7 7 20 042 16" 21 _0„ 21,_0„ 21,_0" 21,_0" 21,4„ 21,4„ 24" 17'-2" 1 17,_2. 17,_2, 17,_2, 17,_2, 17,_2, 30 I '042 24„ 14-2" 114' 2" 114'-2" I 14'-2" I 114'-2" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARES OWN, DOUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" O.C. OR 48" o.. ElWtji SINNGLE RAFTER SPANS ARE NOT EXCEEDED. MAY 3 0 2008 r o As /, 09 0,- I NO Fxp. 3j3 9 SPAN H. r TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) h TRIBUTARYTRIBUTARY= ' O.H. 6 7 8 1 9 10 11 12 13 14 15 16 17 18 19 2 1 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9. 10 10 11 11 12 2' 5 6 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' - - I - 9 1 9 1 10 10 11 11 1 12 1 12 1 13 1 13 1 14 14 15 5' 1 - - - I - 1 11 11 12 12 1 13 1 13 1 14 1 14 1 15 1 15 16 SPAN H. r DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. jl/2 h TRIBUTARYTRIBUTARY= ' WIDTH SPAN - O.H. RESIDENTIALS RAL COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0574 ' DATE: 10232007 RESIDENTIALS RAL COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO C GA, CA 741.2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH (9 161 45 2-7021 FAX 403-1519 sales@duralum.com SHEET 6 OF 29 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C .o7s° .750" .860" 2411 .300" .440".265, 24" TRI -'V" PAN Ocrssi G- A / .07 ' L.L.= PSF 90- MPH 100- MPH 110- MPH • CAIyyG 4011 6.00" 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. D r I MAY 3 0 7008 Np. g79 OPTIX® PRODUCTS ACRYLIC PER 20 #10 S.M.S. #10 S.M.S. #12`S -M -S-- FXp. 31 R9.250 I.C.C. E.R. 5411 OR EQUAL 11 1 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. } y \ i SKYLIGHT DETAIL 1 11" X 3 1/2" W NANLL 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" 61, 81, 6" 81, 6" 81. 6" 81, 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" T-1" 8'-4" 81-4„ 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 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. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING III 2D 8 30 psl OURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 PANEL FASTENERS HORIZ. WIND = 8259 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 5 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 & 110 MPH FAX 403-1519 sales®dumfum.wm HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 1.50" — 0 N WALL FASTENERS 1.7 5" O ROLLFORMED HANGER .281" ALUM.ALLOY 6063-T6 .060" EXTRUDED HANGER CHAB NEL R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \ ALUM. PANEL 2x 0 3x ALUM. RAFTER FASCIA BOA DI EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION WALL FASTENERS SEE TABLE .25"R 0! SMS Ls PANEL LOCKS OR #8 SMS AT EA. CONTACT AT 200 CONTINUOUS A- RAIL ROOF PANEL 3 (WHERE OCCURS) ALUM.ALLOY D 6063-T6 #10 SMS @ EA. CONTACT w WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER 2.%40" HANGER / RAIL FASTENER TO FASCIA: WALL ( STUD, MASONRY OR CONC.) T=.060JR w AT 2x FASCIA N WALLFASTENE WDESIGN SEE TABLE W/ SIMPSON A35 16" O.C. CONCRETE > .Zl LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 APPROVEINSUL. LL=30 ROo A BorD BorD 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 WDESIGN LL=30 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 2'-0" 29'-3" 25'-0" 16'-9" 1 of DESCRIPTION OF LAG SCREW SEE NOTE BELOW) zz A=3/8"0 x 1 1/2" @ 12" O.C. E=3/8"O x 4" @ O.C. EACH STUD HLU w B=3/8"O x 1 1/2" @ 8" O.C. F=7/16"O x 4" @ O.C. EACH STUD QNa C=7/16"O x 1 1/2" @ 10" O.C. J=1/4"0x1 1/8"@16"A.B. LL U) D=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"1'-6" FULL OR 16" O.C. SAME CONNECTION'S. 16'-8" 13,_10,. g'-3" 2'-0" 11'_8" 8'-8" 5'-10" 21' x 4"1'-6" FULL 24" O.C. 8269 ALPINE AVE., SACRAMENTO, CA 95826 , 10'-8" 8'-3" 5'-0" 2'-0" 7'-0" 4'-6" 3'-0" 2"x6"FULL OR 2"x8"N OTC H ED 24" O.C. 2'-0" 17'-6" 14'-0" V-6" 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25'-0" 16'-9" 1 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 —"'` }#10 SMS T 1.880 AT 12" O.C.0 . 3 0100Q'IUNq C7 Fr— N0. 379- EXP. 3j31109 10# L.L.=(2)#8 SMS EA. SIDE v 1 1/2" 20#/30#L.L.=(2)#10 SMS EA. SIDE 3116" U -BRACKET 8" - 0 STEEL 0 1/4"0 HOLES,TYP. 3/4' OR 1 1/2" 0 NOTE: PROVIDE WATER 8- O PROTECTION, METAL FLASHING I 2x6 112 O CAUCK JOINTS AND SLOPE 5" MIN. OR 8" O r TO DRAIN RAFTER + TYPICAL BRACKET AT EVERY 2x /4"(IR 11/2____ + !( \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING / / EAVE LENGTH 2 FACH 1/4"0'x 3-1/2" LAG SCREWS L10 s1 - 2 EACH 7116"0 x 3-1/2" LAG SCREWS 'Cl.Cl=20 AND 30 psl RAFTER TO WALL CONNECTION 3O \ „L„ OR 'LE RAFTER X` 3 1/2" W.S. x1 3" PATIO COVER NOTE: PLACE "SIKH FLEX" OR SIMILAR DRAWN BY: K.K. MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET JOB NO. GF07-0574 MAY BE m6UNTED 4O BRACKET CONNECTION BELOW RAFTER W/ HANGER CHANNEL SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0574 . DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND BRACKET ATTACHMENTS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 , SHEET 7 OF 29 REVISED BY: K.K. 8 D.P. 90, 1 )0 8 110 MPH (916) 452-7021 FAX 403-1519 sales@dumlum.cm COLUMN/ POST TYPES &-SURFACE MOUNT ATTACHMENT DETAILS I I 2"1 I 3.00" SQ. 3.00" SQ. o G=3"SQ.xtt.tss" 3.00"SQ. I 032TEA 1QSMS I 1 Oaf u-iII 024"24"O.C• c H=3"SQ.xt=.250". SIDEsi Jo 075" o=4"SQ.xt=.188'II 6.5" T O r7 K =5 "SQ .xt=.188" U I TYP .040" ALUM. 048"STEEL E.032" O O 3.0".4.0- .024" .28" 5/8" PLASTIC PLUG 3" SQ. ALUM. POST—3-SQ. ALUM..POST 3 . • L 3ooa- 3s POST MAG POST SQUARE nnn ;WITH SIDE PLATES DO 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 r ' - ALUM. ALLOY 3004-H36 r 3" SQ. STEEL POST ASTM A36 GRADE 40 t•` tFi ALUM. ALLOY 6063-T6 gSiOiVq ALUM. ALLOY 3.00" OR _ 2.0" QF F/ji 6063-T5 2.40" QQ~ CAC V Mpe jy / 1.375" .56" 2 FLANGES Q Q 7/16"OHOLE 2 1/8" APART r ` 7D G75" z.s" L 0 3 g O ASTM GRADE 40 STEEL 1'125 _ vto'gilo .75•, 75 BASE FLARES 3I o 157" TO T WIDE EA. 1.60" TYP] _ __ _ SIDE OF FLANGES 1.50 USE FOR 3"1 75 INSTALL WASH. PLATEPOST ONLY 15/a" .,x 5/16" x 5Y{ WHEN USING ' 090 P' 5.50" & 1-7/16"0 HOLE PH WIND AREA 8 2-318" HOLES IN 110-M CL2-5/16"0 HOLES TYP. EA. SIDE .090" BRACKET.F.OR 3' POSTS ALUM_11BRACKET% STEEL "T" BRACKET 5 T=.060" TYP. 3 -3/8" LAG SCREWS OR 2 1/8" 2118" 4;-1 /4" LAG SCREWS "T' BRACKET (2.5" PENE. INTO WALL) 3 7/8" @ 3"SQ. POST W/ 1, (2)-#12 SMS EA. Q o SIDE OF POST OR 3" SD. ALUM POST 3 -1 - 1. 2 PO M.B. THROUGH 6" / POST L/ X 7 GA. PL. (.18") 3" LU —o I 11/16" 0 ROD 3/16" tla" 2 I 1040 STL. AUGER PARTS PAINTED 20.. 20 "RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET: 2 112"x 21/2" 3" 3" OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. x 7 I GA. STL. I OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA. ASTM A-36 HELIX 9"xl6"x7 GA. 6063-T5 3" x 8';ALUM. RAFT. BRACKET • 3/16' 16* i. HEADER STEEL PLATE x 8" ALUM. SINGLE PASS WELDED NOTE: ASTM A36 "H" BRACKET '' 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. 0 STEEL FOOTING DRAWN 6Y: K.K. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = SYSTEM AS MFG BY COVER . : PATIOJOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONEPOST RANCHO CUCAMONGA, CA (951) 741-2107 TYPES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 8 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH (916) 452.7021 FAX 403-1519 sales@duralum.com I _ COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 12" 20" 21" SQ. ALUM.'T"BRACKET USE WITH 22" 25" SQ. 16" 24" — - I POST TYPE B.C,D. OR 32" SQ. STEEL POST ONLY: 28" 35" SQ. "T' BRACKET @ 3"SQ. POST W/ 30" STEEL.'T'BRACKEKETOSE WITH POST TYPE B,C.O,E,F,G,H,J OR K. , IT"q I , USE POST TYPE F. G, H. J OR K (3)-Sl8"0 BOLTS FOR POST TYPE J — 30„ /3"SQ. POST (2)-112 SMS EA. , 3" SO. POST ALUM.'T"BRACKET: USE ((2).3/8"0 HILTI I I i 51" SQ. 34„ 4 5" SIDE OF POST OR 1/4" M.B. THROUGH 37" KWIKBOLTS OR EQUAL STEEL.'T"BRACKET: 1/2 DEPTH OF I 1 ' 39„ 2 12"0 BOLTS O FOR ALL OTHER 16"INSERT I I POST SEE NOTES BELOW USE (2)-3/8"0 HILTI KWIK BOLTS OR EQUAL FOOTING OR I 12"MIN. EMBD. 1 CONDITIONS x .188" 45. ASTM A36 (2)-3/8"0 HILTI "KWIK"" (2" MIN. EMBEDMENTOEPTH I I ;; , STEEL BOLTS, OR EQUAL, EACH FOR KWIK BOLTS j: I : 7_O.C_ BRACKET TO SLAB. ; I I MINIMUM DISTANCE TO C9 2"S .BASE PLT EDGE OF SLAB = 2-1/2" t a 1w ASTM A572 STEEL DEPTH a =' '. .': m x 3/76 a SLAB SHALL BE IN < POURED CONCRETE ^ •;•: h - GOOD CONDITION - FOOTING SEE NOTE W 3" SQ. POST ($TL.) - y 3 1 /2" MIN. % / FOR SIZE SEE FOOTING SCHEDULE SQUAR (1)-1/2"OM.B. x9" LONG. 1" FROM END SQUARE SEE FTGS, OR FLUTED OR 4" SD. POST (STL.) INSERT EXISTING SLAB O7 —---------- ! 3" SQ. POSTS TO CONC. FOOTING 8O — OF POST SQUARE POST INTO FOOTING SCHED. EMBED. PL 518"THKO 1 12" g, 1 12" - 1112"] 15" 1 111/2- ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18' DEEP - CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30„ 34" 47" SQ. 32" 36" 51" SQ. 34„ 38" 55" SQ. 37" 40" 60" SQ. 39„ 42" 64" SQ. 41" 44" 69" SQ. 43" ' CUBE FOOTING W/ 3 1/2" SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23"& 24' CUBE (2)-12"0 3 1/4" . 25"- 30" CUBE (4)-1/2"0 3 114" 31"- 34" CUBE (4)-518"0 4" 35'- 39" CUBE (4)-3/4"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.'T' BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM. 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X X. X 0'-51 ' AT STEEL "T' BRACKET. MAY 3 0 3. POST TYPE F DO NOT USE STEEL "T" Co PR BRACKET WIT' I-BEAM._ FC(n NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED +0 WELDED STEEL BASE PLATE l U BASE PLATE SCHEDULE PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8 12"SQ. x5/8" B. C.D.FBG 18" SQ. x 518' B. C, D, F. G, 8 H FREESTANDING BASE ABASE PLATE I ALATNCHOREQ`ANTS CHOR (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12'xl2'x 5/8' PER I.C.C. ESR -1917 OR EQUAL 1(4 3/4" EMBEDMENT DEPTH) (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8" PER I.C.C. ESR -1917 OR EQUAL ( 4 3/4" EMBEDMENT DEPTH) DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING• SURFACE MOUNT 10, 20 8 30 SI P DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916)452-7021 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH FAX 403-1519 sales@duralumcam SHEET 9 OF 29 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP I 3.00" SQ. 2,00" SPLICE WHERE SPLICE WHERE 1.79" OCCURS OCCURS SPLICE WHERE OCCURS _ 4.6• — .075• to `° 73" 2.57" 4s' TYP. 14"R TYP. .048" 2.19" 2.04• ' .065• 2.04" TVP. 2.08"[.065" —rYP. 3.0 .28„ 2 93„ a.0000• z r• ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E ALLOY 3004-H36 6063-T6 6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL BEAM 4„ m 3 0 199B FE56io ` . 3.0" \ 3 A 2" 6.5" L I 1 I- —I Lkp Pg %. CA _7 F'Lc Mx. -1 O ?n .042„ 1 SPLICE t WHERE 4 7 " SPLICE WHERE— OCCURS HERE r , y B0" I OCCURS OCCURS `% Iii NQ. 37948 .032" / 1 TYP, 3131109 1 TYP. c------ --- / d ` ALUM. ALLOY 3004-H36 Z, . ,- ALUM. ALLOY 30UAL \'OR EQUAL ALUM. ALLOY ALUM. ALLOY - 6063-T6 C 6063-T6 OR EQUAL 4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM C 3 x 8 BEAM `, O ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS L __ 3" 625„ F_ MAX.. 3 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM I I 042" y T= 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 8„ .042" 7. " 875 I ASTM A653 GRADE 50 I _T_ I I I 625" ALUM. ALLOY 3004-H36 O ALUM. ALLOY EQUAL 36 m 2,875" OR EQUAL '. 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEELINSERT DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO..GF07-0674 DATE: 1012311007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES HORIZ.IMND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 10 OF 29 REVISED BY: K.K. 8 D.P. 90. 100 8 110 MPH FAX 403-1519 sales®duralumcom SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT I 010 s.M.s (a tat. II #12 S.M.S. II . TYP. THICKNESS = .035 (24 TOT „ TYP. THICKNflISS =.035" 6.38" II II + + + ++ t + + -)- ++ ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED. OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS (2)#10 S.M.S.?. EA. VALLEY,TY NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR ]-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 3 O QD STL. C -BEAM THRU-BOLTS TOTAL= (8)-1/2"0 BOLTS a ......._............. ..... ........... ._.... ............ ............... . _. )dd1 FES 1.00" n/O\SQ. POST Q J ° {- ° ° PS Cq 1,o Fy , BEAM TO POST CONN. I SPLICE WHERE— 2.0011 ) r (1 OCCURS _ _ 070" 4„ ' NO. 37948 r x NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WH occul ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE 1 #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" SM. 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. TYP. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD= ° ° JOB N0. GF07-0674 'ALUM.ALLOY DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10. 20 8 30 psi DURALUM PRODUCTS, INC. 6063-T6 16" 1" SPLICE DETAILS HORIZ. WIND = 4" I -BEAM 3'-0" REVISED BY: K.K. 8 D.P. MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WH occul ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE 1 #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" SM. 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 8 ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB N0. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10. 20 8 30 psi DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (957) 741.2707 SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@dumium.com OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM. OR HARDBORD ) 2412 x 112' S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: tl4"0 BOLT WI WASHER EA. SIDE OF 3" SO. POST .5 + 1.10" 0 2.35" 3" SO. POST 2.910 x 112" S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT Wl WASHER EA. SIDE OF 3" SO. POST I 3" S0. POST OR GUTTER FASCIA MAG BEAM 3" SO. POST 3"SO. STL. BEAM BEAM TO POST CONNECTION DETAILS I ' x 8" x.042" BEAM, ' SQ. STEEL OR(2)-#10 S.M.S. EA. SIDE (4) -TOT. AG BEAM. #10 S.M.S. TOP & BOTT. (2) -TOT. #10 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. 1 111/4" ROOF PANEL 4" 6 ROLLFORMED OR EXTRUDED GUTTER (4)-#14 SDS @ EA. SIDE FASCIA ALUM. BRACKET X TOP & BOTT. TOT.=16 #10 S.M.S. @12"O.C. 6 1/2"x2"x -0" .024"RAFTER X 3" ALUM. OR RAFTER "TAIL" TO GUTTER 15 TEEL POST 3.125" FOR 3 x RAFTER H - BRACKET TO POST _ 2.125" FOR 2 x RAFTER, 13 ALUM. ALLOY 3003-H24 (ALUM. ALLOY 3003-1-124 / 1.50 " t = .040" 6063-T6 y 1.50 1 1/2 t = .040" 3004-H36 ALUM. 28" 3 2.. 28" 21 0181 018' (4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 1 2"x3" LATTICE TUBE 1 1/2" SQ. OR 11/2" MIN. 2" LATTICE TUBE 1. 'o;QQFESSIp #ax2"soszvz„ N Y iooa / .1 TYP_ . 1 1/2" OR 2" SO. OR 2"x3" LATTICE. 3"O.C. MIN. UP TO 7"O.C. MAX. 1, . 0 . r, TUBE TO RAFTER 17 1J H No. 3%848 ;v r ' 3: . Exp, 3131MO J L (4) - #8 x 3/4" TEK SCREWS BRACKET TO BEAM "U" BRACKET -RAFTER TO BEAM i 18 DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES. INC. BEAM TO POST LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10.20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE . RANCHO CUCAMONGA. CA (951) 741-2107 TTACHMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 12 OF 29 REVISED BV: K.K. 8 D.P. 90, 100 d 110 MPH (916) 452.7021 FAX 403-1519 sales®dumfum.com - DOUBLE RAFTER CONNECTION DETAILS I . LATTICE BEAM TO POST CONNECTION_. 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTION PLAN 2 ALTERNATE: 4-#14 S.M.S. EACH RAFTER TO COL. -- CONNECT. (8 -TOT.) 6" 3"x 3"STL.POST (24")ALTERNATE: INSERT ATTACHED OR I (2)-2x6.5" OR 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER FOR FREESTANDING ^(I (2)-1/2°BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE LATTICE 1'1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT TALTERNATE: ea COLUMN CONNECTIONE(4-TOTAL) I l 7-,_ ALTERNATE: `--' ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN 20 .._/BEAM SPLICE TO- J/ OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE ", 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I #14 SMS MAY BE USE AS 3.5" ALTERNATE TO 11 0'j 3.5" 1/4"0 BOLTS ' - 5 8" BEAM I .5 ❑ OR ❑ 6414 SMS EA. SIDE I I 6 1/2" SIDEPLATE EA. #14 SMS EA. SIDE I SIDE SEE POST SCHED. TOP, MID HEIGHT AND BOTTOM. 3"SQ.,P.OST.BETWEEN SIDE PLATES ,-SBEAM TO POST CONNECTION ' POST -SCHEDULE 21 3" SQ. -x'024' +:(2)=2" x 6'1/2" x'024" .W/ (6)-#.14,S:M.S. EACH SIDE LE .-t-- wUSE-ON CONC. SLAB ONLY -;:3 L EXIST. SHEATHING J '2"x6" LEDGER (EXIST.) w \ . 3!8" LAG SCREW EXIST. 1" STUCCO OR EQUAL PENE.INTO WOOD FRAMING ❑3" SQ. x .024" + (2)-2" x 6 1/2" x .032" 2 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. MAY 3 01008 J . .pFESS/p'\. OOPS r m No. 37948 m , cExp. 3131M9 f EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: J08 NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 & 30 psf DURALUM PRODUCTS, INC. 1(916) SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 CONNECTIONS HORIZ WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 - SHEET 13 OF 29 REVISED BY: K.K. 8 D.P. 90. 700 8 110 MPH 452-7021 FAX 403-1519 sales@dumlum.wm 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL 8 ASSOCIATES. INC. SOLID 6.5" ROLLFORM 4" I -BEAM JOB NO. GF07-0674 4.5" / MAG GUTTER MAG BEAM POST SPACING TABLE FREESTANDING 3" SQ. STEEL BEAM } = 0 p SCALE: NONE FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.COL. SPACING MAX.POST SPACING SPACING SPACING SPACING SPACING MIN. MIN. MIN. MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG MIN. FTG.MIN. m ON SLAB FTG. POST FTG POST FTG (IN) POST FTG ' (IN) POST (IN.) POST TYPE (IN) POST (IN) POST TYPE (IN.) POST TYPE (IN) POSTPOST TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE TYPE TYPE TYPE 4' 17'4" 14'-6" 28 F 22 B 19'4 , _ 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 B 5' 1 13'-7" 13'-0" 28 F 23 B 18'-o'7 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 1„ 6' 11'-4" 11'-10" 26 F 23 B 16'-815,-7„ 28 G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B 7' 9'-8" 11'-0" 26 G 24 B 15'-5' 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 8' 8'-6" 10'-3" 26 G 24 B 14' 6'3 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B 6„ 9' 7'-7" 9'4" 26 G 25 B 13'-1'Z 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B 9 10' 6'4" 9'-2" 26 G 25 B 12'-1 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 12'-1 " 11' 6'-2.. 8._9.. 26 G 26 B 12'-;'; 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 6 12' 5'-8" 11, g„ 26 G 29 B 9'-0" 26 G 27 B 10'-6" 26 G 28 B 11'-0" 13' 6-2" 11,_3„ 28 ..i 30 B 8'-8" 28 H 28 B 10'-3" 28 H 29 B 10'-7" 14' 4'-10" 10'-1 " 28 H 30 B 8'-4" 28 H 28 B 10'-0" 28 -,- 29 B 10'-3" 15' 4'-6" 10'-s" 28 H 30 B 8'-1" 28 H 28 B 9'-9" 28 H 30 B 16' 4'-3" 10'-2 28 H 31 B 7'-10" 28 H 29 B 9'-6" 28 H 30 B 9'-6" 17' 28 H 31 B T-7" 28 H 29 B 9'-4" 28 H 31 B 4'-0" 9._3.. 18' 3'-9" 9'_7,. 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 H 31 B 19' 9'-2" 33 H 31 B 7'-2" 33 H 29 B 9'-0" 33 H 32 B 3'-7" 0" 9`0 / 33 H 32 B T-0" 33 H 30 B 8'-10" 33 H 32 B POST F MAX HT.= 8' FREEST!, w4 C' uj e < y MAy Q 1QQ8 A945 FOOTNOTE: "SAMPLE" 3, 09 Ii FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ..% 1 l 1 O ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY, ..- TOM CAMPBELL 8 ASSOCIATES. INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 102 2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10.209 30 psf DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95B2fi SHEET 14 OF 29 REVISED BY: K.K. 6 D.P. 10 # L.L. 90 MPH 90.100 d 110 MPH (916) 452-7021 FAX 403-7519 sales( duralum.wm 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL & AS IATES. INC. LATTICE >- x r r m o m r - p m p z v g Q Q z m p 3" SQ. STEEL 3" BEAM DBL. 3"x8"X.042"BEAM POST SPACING TABLE FREESTANDING 10, 20 3 30 sl P ATT. FTG. (IN.) DBL.2"x6. 3"x8"8EAM x8 2" BEAM ATT• FTG. (IN.) 3"x8" BEAMw/INSERT HORIZ. WIND = MINIMUM NO. OF POST ATT. F FOOTNOTE: o 03 POST TYPE 1 POST TYPE 2 MIN. FTG. POST r TYPE (IN.) EXP. B EXP. C EXP. B EXP. C - MAX.POST SPACING FREESTAND MIN. POST TYPE ATT. FTG. (IN.) MAX.POST SPACING FREESTAND FAX 403-1519 sales@duralum.com MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST , SPACING FOR 3" x 8" BEAM FREESTAND MAX.POST SPACING FREESTAND FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) G 27 6 2 2 2 2 G 28 . 2 2 2 2 4' 264" 17'-4" 28 G 22 23'-10'3'-2.. 33 G 23 16 45, 7„ 16 416,x„ 28 G 20 32-01,-0„ 33 5' 20'-3" 16'-1" 28 G 23 21 a 20'-8" 33 G 24 14'-8" 13'-11" 14'-8° 14'-8" 28 G 21 28'-7„ 7'-9" 33 6' 16-10" 15'-2" 28 G 24 1 9'-6, 33 G 24 13'-42 8 13'-4"13- 28 G 21 26'-25,x„ 33 G 28 8. 2 2 2 2 7' 14'-6" 14'-4" 28 G 25 18'-l"7' 6" 33 G 25 12 1' s„ 12 12, q" 28 G 22 24'-2'3 -5" 33 G 29 9, 2 3 2 2 8' 12'-8" 13'-9" 28 G 26 - 18'x'• 28 G 25 11'-7" 11'-0' 11'-7" 11,_7„ 26 G 22 22'-8" 1 -11 33 30 10' 2 3 2 2 G G 30 „• 3 3 2 2 9' 11'-3" 13'-3" 28 G 26 15'-15; 5 28 G 26 10'-110 4 10'-1 10 --lo- 26 G 23 21' 40,„ 33 G 31 12 3 3 2 2 10' 10'-2" 12'-9" 28 G 27 I. 15'-3,-"q'-8" 28 G 26 10'-4",-`,,'_10 10 4 10,_4„ 26 G 23 20'-3" 33 11' 9'-3" 12'-4" 28 G 28 14'-5" 13'-11" 28 G 27 s'-1 o" 9'-4' s' -1o" 9'-10" 26 G 24 19'-4" 18'-8" 33 G 32 13' 3 4 2 2 12' 8'-5" 12'-0" 26 G 28 13'-s" 28 G 27 9'-5" 9'-0" 9'-5" 9'-5" 26 G 24 18' 6" 17'-10' 33 G 32 14' 3 4 2 2 H 32 ,s' 3 4 2 3 13' 7'-9" 11'-8" 28 H 29 12-10' 28 H 28 s-1" 8'-8" 9'-1" 9'-1" 28 H 24 17 9„ 17'-2' 28 H 33 16' 4 4 2 3 14' 7'-3" 11'-5" 28 H 29 2 „ 28 H 28 8'-9" 8'-4 8 -9" 8,_9„ 28 H 25 17'-1" 6,_7„ 28 H 33 17' 4 5 2 3 15' 6'-9" 11'-2" 28 H 30 12'x" 11'-11' 28 H 28 8'-5" 8'-0" 8'_5„ 8'-5" 28 H 25 16'-6" 16'-0" 28 H 34 18' 4 5 2 3 H 34 19, 4 5 3 3 16' 6'-4" 10'-11" 28 H 30 11'-11'1 6 28 H 29 8-2 7. 9„ 8-2 8'2., 28 H 25 16-5 „ 28 17' S'-11 " 10'-8" 28 H 30 1' 2" 28 H 29 7'-11'7 -6 7'-11 "7'-11' 28 f" 25 15'-6'S -0 28 18' 10'-6" 5'-8" H 34 20' 4 5 3 3 28 -{ 31 11'-3" 0'-10" 28 H 29 7 -8 7-4„ 77-T77' T-8" 28 H 26 15'-1" 14'-7" 28 19' 5-4-H 20' 5'-1" 10'-2" 35 H FOOTNOTE: HEADER AND OR MIN. NO. OF POST H 35 REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING 3310'-4,, 31 11 0 10'-7" 33 H 29 T-6" 7'-2" T-6" 7'-6" 33 H 26 14'-8" 14'-3" 33 33 H 31 10-8 10.E 33 7 4 g'_11" 7 4 7' 4"F 33 H 26 14' " 3'-10" 33 NOTE: FOOTING SHOWN REPRESENTS LENGTH EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS, CUBED FOOTING OF SLAB. SIZE O +L O _' C.7 r y,. P Mo. C '• A C / r 37 3311 3 n M lJ MAY U 7000 FOOTNOTE: FOOTNOTE: COL. COL. "SAMPLE" TYPES TYPES OR LESSER MUST BE USED 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING! MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY FIGURE INDICATES EXPOSURE B—a FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING ^. ' ' G; ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL & AS IATES. INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 3 30 sl P DURALUM PRODUCTS. INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95626 SHEET 24 OF 29 REVISED BY: K.K. a D.P. 10 # L.L. 90 MPH 90.100& 110 MPH FAX 403-1519 sales@duralum.com 30# L.L.. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C O I¢- H m— 3 O Z m c1— 5 Utn ¢a Z g no 7" I -BEAM 110 MPH DBL. 3"x8"x.042"BM EXB&C DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM EXB&C 3"x8" BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING AND ATTACHED MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN• POST PE FTG. (T.) 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 24 F 11'-9" 32 J 22 B 8-4-8'4" 28 J 19 B 15'-9" 32 J 22 C s• 4'-10" 17'-4" 32 25 F 10'-6" 32 J 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 C 6• 4'-0" 15'-10" 32 J 26 F 9'-7" 28 J 23 B 6-6" 6'-9" 28 J 21 B 12'-10" 32 J 24 C T 3'-6" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'4" 6'-3" 26 J 21 B 11'-11" 28 J 25 C 1 6' X-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 54" 5'-6" 28 J 22 B 10'-6" 28 J 26 E )D, 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'-9" 28 J 28 F 7'-1" 28 J 26 B 5-0" 28 J 23 B 9'-6" 28 J 26 E 12' 11'-3" 28 J 29 F 6'-9" 28 J 26 B 9'-1" 28 J 27 E 13' 10'-9" 32 K 29 F 6-6" 32 K 26 B 8'-9" 32 -14' 10'-4" 32 K 30 F 6'-3" 32 K 27 B 8'-5" 32 K 28 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C -1 PRO ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &$. r No NOTE:p' 3/3!08 r 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 TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING T-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 N0. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PORT SPACING TABLE FREESTANDING 10, 2093 0 psl DURALUM PRODUCTS, INC. 1(9161452-7021 1 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. NAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. & D.P. Ing 1 1 i laou 90,100 8 110 MPH FAX 403.1519 sales(adumlum.mm SHEET 23 OF 29