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09-1183 (PAT)P.O: BOX 1504 ' 78-495 CALLE TAMPICO LA QUINTA,' CALIFORNIA 92253 Application Number: 09-00001183 Property Address: .79803 PARKWAY ESPLANADE N APN: 609-380-998-56 -293232- Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 6224 Applicant: Architect or Engineer: (OU •4 4Q" 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 Class: B License No.: 904580 Date: Contractor— OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 -(commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031 .5'by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 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 (Seo. 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.). I _ 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 lendingagency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPEPAIIT Owner: HART MICHELLE 79803 PARKWAY LA QUINTA, CA (760)834-8719 ESPLANADE N 92253 Contractor: L D R CONSTRUCTION 5101 CHURCHILL AVENUE WESTMINSTER, CA 92683 (760)413-4708 ' Lic. No.: 904580 VOICE (760) 777-7012. FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/16/09 D w u NOV 16 2039 CITY OF LA QUINTA 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 STATE FUND Policy Number 1886327 • _ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if 1 should become subject to the workers' compensation provisions of Section 37900 of the Labor Cod shall f 90"h comply with those provisions. Date: N u�/ ;Applicant: . WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. - 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned propert�nspection D 'des. (Date: Signature Signature (Applicant or Agent): _ J 4 � e Application Number 09-00001183 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 90.00 Plan Check Fee 58.50 Issue Date •Valuation . . . . 6224 Expiration Date 5/15/10 Qty Unit Charge Per 'Extension BASE FEE 45.00 5.00 9.0000 THOU BLDG 2,001-25,000 45.00 ------------------------------------------- Special Notes and Comments 13 LN FT,X 13 LN FT & 23 LN FT X 13 IN FT ICBO LATTICE PATIOS PER 2006,IBC; 2006 ICR; 2007 CBC CODES & APPROVED PLANS. --------------------------------------------------------------- Other Fees . ... . . . . BLDG STDS.ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 90.00 .00 .00 90.00 Plan Check Total 58.50 .00 .00 58.50 Other Fee Total 1.00 .00 .00 1.00 Grand Total 149.50 :00 .00 149.50 LQPERA11T TOM CAMPBELL & ASSOCIATES, INC.. Commercial and Residential Structural Engineering ; (951) 741-2107 May 7, 2009 - - - 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 and 2005 `Aluminum Design Manual, ADM=01 and ADM705. - The standard plans accompanying this letter must properly identify all site-specific ; information necessary for plan submittal to the local authority having jurisdi:,tion by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans , as approved. by the.local authority having jurisdiction, ; Please contact me at (951) 741-2107 or At ticampbell(a-).charter.net.should you i require additional information. Sincerely, 03 0 LU . � � • Tom Campbell, PE Exp. 31 Cfv►L • _ ` . ��OF CAL\Fo�� , Site Information Owner's Name Address ��9 �-3 /"/�%G/e�-c� -Cityrrown State Bin # City of Lel Quin W Btiildmg 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico la Qidnta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Penydt # Project Address: J AI, &, k Owner's Name: i 64J/9- A. P. Number. Address: -7 3 joa,-k Legal Description: City, ST, Zip: Contractor. L6 1Z Telephone: 6o — IF3 471 Address: 711/7 Seccw lie_ �i6-�..- r� Project Description: City, ST, Zip: 04-,w—k 2 -L 5 ✓ v ,-e- C -Al 6 A-- G- Telephone: o - 7 13' 4/?0$ State Lic. City Lie. M % ro -e-J,oti c -A C) L v - Arch., Engr., Designer. Address: City., ST, Zip: Telephone: Construction Type: Occupancy: State Lie. #: ' k Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: :4Estimated Sq. Ft: b 8 1 # Stories: # Units: Telephone # of Contact Person: Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACMG PERMIT FEES Plan Sets Plan Cheek submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Pians picked up Construction Flood plain pian Plans resubmitted Mechanical Grading plan 2e° Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S_M,L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 7r° Review, ready for correctionslissue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Vika. Appr Date of permit issue School Fees r, , Total Permit Fees PATIO COVER SYSTEM AS MFG. BY. DURALUM PRODUCTS, INC. GENERAL NOTES: APLIES VNTN-THE 2006 INTERNATIONALBUILDING-CODE. 2006 -INTERNATIONAL -RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, NIMUM.DESLGN,LOADS-FOR-BU ILD INGS.ANC OTHER STRUCTURES AND THE 2000 & 2005 ALUMINUM MANUAL -ADM 1-00-& LOS, RESPECTIVELY. 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 CBC & 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 BE 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: 1/4 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 60 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 AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. 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). 21. 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: 22. 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. 23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 24. 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 150 PSF/FT x 1.23 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 25. 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. 26. 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. 27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL. 28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY. 31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED. 32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA. T r'r�nunl.l /mac nOl C I IAII GCC r%,rupotmICC KinTr:n HA'i' 0 u 7LIN Civil.�� OF Cay: DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). 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. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2. 13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES BAND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. IVV I CJ. i\LL lJV1VII-VIYLIV I V nl\L I PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= DURAL PRODUCTS, INC. DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES 10, 20. 30 psf HORIZ. WIND = IN 95826 8209 ALPINE AVE., SACRAMENTO, SHEET 1 OF 30 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 Qfl t(111Rtif1 MPH nr /A1H1 dF7.7l1�1 Fox em-tFio ealoc(nlrL valllm rnm REVISED BY: K K. 8 D P RAFTER. SEE TABLE FOR S1ZE AND SPACING ' X. PROD. SCHEDULE SEE SICHEI T OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITWANY OTHER COMPONTENT UNLESS'OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER �SCALE:.NI x-TwP-E 'E=ATTACHEDrSINGLI RAFTER, SEE TABLE MAX. PROD. FOR SIZE SEE SCHE U AND SPACING 75 MAX. O.H. O'H 25% OF SPAN HEIGHT LENGTH OF STRUCTURE VARIES s OPEN LATTICE TYPES �FX'STIN MAX. PROD. G F,(•IS,T,NG - NOTE: THIS OPEN LATTICE.rYPE STRUCTUREMAY NOT BE NCLO ED OR COVERED. SEE SCHEDULE BV/CpiNC RAFTER. SEE TABLE R SIZE \ ANDFOSPACING 7S a^iA OFpO�FR 25 O OF OSlS,oYgNC E MAX gC''1'C �6 G '. POST HEIGHT \ SFFSr.HFftl 16 •OQ'6 /YANG 16, Ot,FR OST WITH SIDE- PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES POST WITH SIDE- SSLAB ATTACHMENTpOS PLATES SEE TAIL POST f PERMITTED.D WHERE SFF rgeAFC/NC 1FFT,yeAeCI,VG I\ EE SCHEDULE OTE: EACH COMPONENT IS INTER- A '.AY" E USED WHERE NT FOOTING -WHERE REQUIRED. GEABLE WITH ANY OTHER SFFT SpgCl I SEE SCHEDULE SEE'SCHED. FOR FOOTING CU e�E TENT UNLESS OTHERWISE SHOWN. qe<F Nc NOTE THIS OPEN E ENC E-TYPE STR `��' �. �y �� FOOTING D.FOR OO TING C MAY NOT BE ENCLOSED OR lr SEE TING WHERE FOR FOOTING CUBE SIZE i NN :LATTICE STRUCT % TYPE " F" ATTACHED MULTISPAN LATTICE STRUCTURE �— - I1 y4p - tyi1 n Y O ��1+ NOTE: THIS OPEN LATTICE -TYPE STRUCTURE $4�•!^7e, i'i I �J MAY NOT BE ENCLOSED OR COVERED. w No. 37 48 MAX. PROJ. o. crco ecc SEE SCHEDULE NOTE: THIS OPEN LATTICE -TY E ST CT . MAY NOT BE ENCLOSE O� ERED. Tedi F HEIGHT >� POST CROSS-SECTI LENGTH OF STRUCTURE VARIES \'{/ pp SEE POST DETAI POST CR SS•SECTION, T SF Sp F rgeCFC''VG SEE POST DET IL SFFSTSp Tq 3 112* USED S N <FC' G 3 12• SLAB NOTE: EACH COMPONENT IS INTER- "Oy MAY BE MAY BE USED CHANGEABLE WITH ANY OTHER SFFT SogTO c l FOCOINS 8AI �<F '1G NOTE: EACH COMPONENT IS INTER- a0 TO CONSTRAIN STSP EDULE EE COMPONTENT UNLESS OTHERWISE SHOWN. SCHEDULE CHANGEABLE WITH ANY OTHER . SF SCHH FT qc� I geCF Nc OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE "G" SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE TYPE FREESTANDING SINGLE DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. OPEN LATTICE LVE Lono- to. 20 a 30 psr PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. DATE; 51052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES ' HORIZ: WAND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 llQlrIA.r7_7n?i SHEET 3 OF 30 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 90.1008 110 MPH FAX dn'+-15iQ calectntniir�liim rnm REVISED BY* K K. R 0 P. ATTACHMENT CHANNEL ALUMINUM SEE DETAIL 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 ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE "A It ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 0 "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 SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAILS —\ ROOF PANEL MIN. 0.25" SLOPE PER FT.\ SEE SCHEDULE FOR SPANS OPTIONAL: CANTILEVER BEAM O. fNOTtEOSPLICE "O.H." NOT TO EXCEED 25% SINGLE POST OF SPAN POS SEE SCHEDULE m O SEE DETAIL FOR SPLICE O.H fV=i cmj POST SEES SPAC/NG F CHE'E/ x SO. POSTS, SIZE VARIES EG LIVE LOAD= 10, 20 & 30 psf PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 2 3 1/2" SLAB ATTACHMENT N MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' /� SHEET 2 OF 30 POST AND A END BAYS NOTE: EACH COMPONENT IS I CHANGEABLE WITH ANY OTHI COMPONTENT UNLESS OTHEI ENGTH OF STRUC ExP RUCTURe\\ CIVIL (Mgy/VOTBEENCCOSEp) \� EESU �WNOTE: SEEFOR DCS AN ENCLOSED POST8PACIN 9" STEEL ROD CHANGEABLE WITH ANY OTHER OPTIONAL: CANTILEVER BEAM ALTERNATE: fNOTtEOSPLICE 25 �OF 0 Ey SPyN ED SINGLE POST POS SEE SCHEDULE m AT THIS O.H fV=i POSAT END BAYS. BEAM TING WHERE REQUIRED -/ SCHEDULE FOR FOOTING CUBE SIZE MAY 0 6 2000 iMr' IlMll A-=Af l C:M IIA ALUMINUM ROOF PANEL MIN. 0.25" SLOPE PER FT. T EE SCHEDULE FOR SPANS O.H -SPF AN "O.H." NOT TO EXCEED 25% SP OF SPAN SEE DETAIL FOR SPLICE SEF S SPAC/NG SQ. POSTS. SIZE VARIES CHEDUCES 3 1/2" SLAB MAY BE USED ALTERNATE: TO CONSTRAIN�� SINGLE POST FOOTING, SEE SEE SCHEDULE SCHEDULE AND S AC OF ST RUCT H THE aRo �WNOTE: jECT/ON FCESS TH RIES FOOTING WHERE REQUIRED - / SEE SCHEDULE FOR FOOTING CUBE SIZE AN ENCLOSED 9" STEEL ROD CHANGEABLE WITH ANY OTHER OPTIONAL: CANTILEVER BEAM EACH COMPONENT IS INTER- 1/2 x COMPONTENT UNLESS OTHERWISE SHOWN. SEE SCHEDULE FOR O POS SPACING - m TYPE "C" FREESTANDING O.H fV=i TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION N BY: K.K. ?5% OFSpO AN TOM CAMPBELL-& ASSOCIATES, INC. SOLID PANEL LIVE LOAD= 10, 20 & 30 psf PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. NOTE. NO SPLICE AT THIS AND RESIDENTIAL STRUCTURAL ENGINEERING POST AND AT END BAY HORIZ. VIAND = NOTE: EACH COMPONENT IS INTER- SHEET 2 OF 30 CHANGEABLE WITH ANY OTHER CALE: NONE COMPONTENT UNLESS OTHERWISE SHOWN. RANCHO CUCAMONGA, CA (951)741-2107 O.H. <uCTURE VAR/ES (MgyNOTgEeNC COSED) SEE SCHEDULE FOR P7ST SPACING OFSp EkCEED SPLICE THIS AT END BtYS. FOOTING WHERE REQUIRED SCHEDULE FOR FOOTING CUBE SIZE �WNOTE: FOOTING WHERE REQUIRED - / SEE SCHEDULE FOR FOOTING CUBE SIZE �/SEE NOTE: EACH COMPONENT IS INTER - 9" STEEL ROD CHANGEABLE WITH ANY OTHER 1/2 x 9" STEEL ROD EACH COMPONENT IS INTER- 1/2 x COMPONTENT UNLESS OTHERWISE SHOWN. CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION N BY: K.K. TOM CAMPBELL-& ASSOCIATES, INC. SOLID PANEL LIVE LOAD= 10, 20 & 30 psf PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. TDRAV` ATE05120000MMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. VIAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 30 CALE: NONE RANCHO CUCAMONGA, CA (951)741-2107 90. 100 & 110 MPH sQlAidF2-7mi Fdx dna-1A1Q calnc/firLnalnm rNn EVISED BY, K K & D P .,RAFTER SP'AIgIS 024" —� 032" 042" ALUM. ALLOY 3004-H36 OR EQUAL FOR OPEN.LATTICE COMMERCIAL & PATIOS {�qE6.5" MAX.—I 2.. If ll1J O� .024" 032' ,L�, f` No.37948 r k Exp. >l, '^ � ALUM. ALLOY 3004-H36 Y '0'. (� /" OR EOUAL =R J DBL. 2 x 6 1/2" RAFTER c H L.L.= "T' m 8 90, 100 & 110 MPH (PSF) (IN.) N o EXPOSURE B & C 024 16 10 24" 17'-2" i' .032 24" 23--3- 16" 15,_3„ .024 2024" 12,_5" 16" 20'_7" 032 24" 16-10" 16" 13'-9" .024 30 24" 11'-2" 032 16" 18'-6" • 24" 15'-1" 90/100/110 MPH EXPOSURE B & C �I 3.0u =m-�.a 2 x 6 1/2"' RAF c 90 00 & 1 io r ;EXPOSURE B"I (FT.) 0. H. 6 7 8 9 10 - 11 12 10 .024- 16" 14'_11„ 24" 12,_2" .032 16" 20'_1" . 24" 16,_5" .042 16" 24,_10" 24" 20'_3" • 20 .024 16 10 10 24" 8'-10" .032 16" 14'-7" 24" .042 16" 18'-0" 24" 14,_6" 12 13 13 14 14 15 30 .024 90 & 100 MPH 110 MPH 24" 7'-11" ,032 16" 13'-1" 24" 10'-8" .042 16" 18,_2„ 24" 13'-2" . FOR OPEN.LATTICE COMMERCIAL & PATIOS {�qE6.5" MAX.—I 2.. If ll1J O� .024" 032' ,L�, f` No.37948 r k Exp. >l, '^ � ALUM. ALLOY 3004-H36 Y '0'. (� /" OR EOUAL =R J DBL. 2 x 6 1/2" RAFTER c H L.L.= "T' m 8 90, 100 & 110 MPH (PSF) (IN.) N o EXPOSURE B & C 024 16 10 24" 17'-2" i' .032 24" 23--3- 16" 15,_3„ .024 2024" 12,_5" 16" 20'_7" 032 24" 16-10" 16" 13'-9" .024 30 24" 11'-2" 032 16" 18'-6" • 24" 15'-1" 90/100/110 MPH EXPOSURE B & C * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. TRIBUTARY WIDTH �I 3.0u CLEAR SPAN (FT.) 0. H. 6 7 8 9 10 - 11 12 13 14 15 16 17 16 19 20 21 .042" 6 6 7 7 8 8 9 9 10 10 11 ALUM. ALLOY 3004-H36 7 7 8 8 9 9 10 10 11 11 12 OR EQUAL 8 8 ik 10 11 11 12 12 13 3' — 7 7 8 8 . SFF NOTE RFl_nW - 11 12 12 13 13 14 4' — — — 9 9 m 3x S" RAFTER 12 13 13 14 14 15 L.L:= "T' c °c; 90 & 100 MPH 110 MPH 13 14 14 15 15 16 (PSF) (IN.) N o EXP. B& C EXP. B EXP.0 16" 28'_5' 28'-5" 27'-8" 042 24" 23.2„ 23'-2" 22' 6" 10 * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) 0. H. 6 7 8 9 10 - 11 12 13 14 15 16 17 16 19 20 21 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' — — — 9 9 10 10 11 11 12 1 12 13 13 14 14 15 5' — — — — 11 11 12 12 13 13 14 14 15 15 16 .042 16" 20'_6" 20,_6" 20'_6 - ' 20 24" 16'-9" 16'-9" 16'_9" 30 I .042 I 24" 15--l" 15' 6" 15'_6„ PROJECTION SPAN ^O.H.. zz Z. i7TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN + O.H. J . _ • NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. - SCALE: NONE ` RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. VIAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 7 OF 30 ' REVISED BY' K K & D P - - 90. 10.0& 110 MPH /MAI AF7-7mi FaX PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C IL X J Ito vv F/-11 VLL L.L.= PSF 90 -'MPH ................................. ... ................... 24" 110- MPH 10 #14 S.M.S. 24" TRI -"V" PAN #14 S.M.S. L.L.= PSF 90- MPH #14 S.M.S. 100- MPH 110 -MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. IL X J Ito vv F/-11 VLL L.L.= PSF 90 -'MPH 100- MPH 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER tdAY 0 6 1009 � Exp' sA civic CT L.L.= PSF 90- MPH 100- MPH 110 -MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S T-Ri AWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. TE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS ALE: NONE RANCHO CUCAMONGA. CA 1951) 741-2107 VISED BY- K K R OR LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: 10, 20830 psf DURALUM PRODUCTS, INC. HORIZ WND = 8269 ALPINE AVE., SACRAMENTO, CA 95826SHEET 6 OF 30 90. 1008 110 MPH rpiA1 e.ti7n?i Fnx 4ni-1F19 j HANGER CHANNELS AND MOUNTING BRACKETS 1.50" ALUM. 3004-H36 06 Y1'S� .- n nn" I 11 n�n��,.on' DIA. 281" o m WALL co FASTENERS ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET.�c ALUM. PANEL 2x OR 3x ALUM. RAFTER -- FASCIA BOARD ALLOWABLE PROJ SEE TABLE BELOW ALUM.ALLOY 6063-T6 Obtl" I 1 500" BB EXTRUDED HANGER CHANNEL EXIST. EAVES, RAFTER EXISTING EAVE_ ,_ EXISTING EAVE CONNECTION R2 WALLFASTENERS SEE TABLE .25"R k SMS PANEL 0KS OR q8 SMS LOCKS u \ AT EA. CONTACT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED CELL AT FASTENER) OR CONC, .200�/� 16" O.C. CONTINUOUS A- RAIL OCCURS) ROOF PANEL (WHERE 90 ALUM.ALLOY BorD E E E J K 6063.T6 q14 SMS @ EA. CONTACT \ _ X w WALL CONNECTION O ALUIv1.ALLOY 6063-T6 I.R. HANGER 2,740" T=.060" WALL FASTENERS SEE TABLE ' APPROVED 3" OR 4" l INSI)I , ROOF PANEL EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WINDj_B�o 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED CELL AT FASTENER) OR CONC, DESIGNSIMPSON A35 16" O.C. LL=20 LL=20 =20 LL=30 LL=30 LL=10 LL=20 LL=30 LL=10 4:Ejl 90 BorD BorD E E E J K 100 C BorD BorD EE E J J K 110 D B or D B or D E E E J J K 8'-8" DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) V-„ 6 A=3/8" 0 x 1 1/2" 612" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE' Of B=3/8'0 x 1 1/2" @ 8" O.C. 'K=318"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE zz C=7/16"0 x 1 1/2" @ 10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 F¢w www- D=7/16"O x 1 1/2" @ 12" O.C. U-Fn E=3/8" 0 x 4" @ EACH STUD F=7/16" 0 x 4" @ EACH STUD:. 2"x6" FULL OR EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 HANGER CHANNEL LIVE LOAD= 10, 20 & 30 psf V-" 6 16, 8„ 13,_10„ V-3„ 2„ x 4„ FULL OR 16" O.C. 2'-0„ 11,_8" 8'-8" 5'-10" ATTACHMENTS V-„ 6 10,_8„ 8'-3" 5'-6" 2„ x 4„ 2'-0" T-0„ 4,-6„ 3,_0„ FULL 24" O.C. 2"x6" FULL OR 24" O.C. 2'-0" 17'-6" 14'-0" 9'-6" / 2"x8" NOTCHED 1 2"x8" FULL 24" O.C. 2'-0" 29.3'' 25'-0" 16-9" 11 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 V 1/2" 20#/30#L.L.=(2)#14 SMSA&. SID U -BRACKET — _— OR 1 1/2"2" x 6 1/2" OR �314" IN. 3" x 8" ALUM. +i --/4_ORR11/2'ER--- +1 \ EXISTING WOOD STUD t'2 EACH 1/4"0 x 3-t12" LAG SCREWS L.L.=1 2'EACH7/16"0 x 3-1/2" LAG SCREWS L.L! (2" MIN, PENETRATION INTO- -""- EXISTING-WOOD STUD) 11 RAFTER •T0`'"��i WALL:C.O:NNECTION_, 3 1 W N O O i O Z1 A N 0 4#14 SMS T&B t- AT 12" O.C. "AY 0 6 '2669 v � E � 3/16" 8" 0 STEEL 0 1/4"0 HOLES,TYP. 0 NOTE: PROVIDE WATER B' 0 PROTECTION, METAL FLASHING 0 r CAUCK JOINTS AND SLOPE 0 I TO DRAIN TYPICAL BRACKET AT EVERY 2x 1/4" 1 \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE iMING, EAVE LENGTH 2x6 OR 2x8 LEDGER , 36, p6t RAFTER d\ )-#14x13/4" '� (3)-#14x3 12" W.S. PATIO COVER NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET MAY BE MOUNTED O BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K.K. TOM CAMPBELL 8 ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD= 10, 20 & 30 psf DURALUM PRODUCTS, INC. DATE: 5/BY: 9 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET HORI2. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 30 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS 90. 100 & 110 MPH l91R1 d.57.7n71 Fdx dm_v;iR cvine/iv4vnlnm _j REVISED BY* K K & D P T COLUMN / POST TYPES"-& SU-Rf-ACE MOUNT ATTACHMENT DETAILS 1-3 1-2-1 \► 3 .00" SQ. I .O I3.00" SQ. 3.00"SQ. 024" 10 SMS IO 0 HG a = t. 8 8" 032" @24"O..—I1#3. 881, 0' S 075 4"SQ.xt=.188�1� �16.5" �3�3„ 14"R � ==5"SQ.x=.laa"� I02TYP. 040" ALUM. 3.0" 4.0" OR5.0"048"STEEL 28 "'QT" PLASTIC PLUG Y O I 3" SQ. ALUM. POST '.s . ALUM. POST% 3 M. POST MAG POST SQUARE �VVITH SIDE PLATES C O AL M. ALLOY 3004- 36 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY.3004-H36 3" SQ. STEEL POST ASTM A36 GRADE 40 �—� ..ALUM. ALLOY -3004-H36"' . A A653 RAD 40 ALUM. ALLOY 6063-T6 �ALUM. ALLOY 3.00" OR� J , x6063 -T5 �2.40"---,,2 n I ALUM. ALLOY 6063-T5 "H" BRACKET oo� 1.375" CL7/16"OHOLE 0 .75" O ASTM GRADE 36 STEEL 0 7K / I 1.60" 1.5 INSTALL WASH. PLATE ,090" TY 1%" x 5/16"'x-56" WHEN USING IN 110 MPH WIND -AREA nnnoonnvrrTrr�o*o„ r��crc� (3)-3/8" LAG SCREWS OR (4 -1/4" LAG SCREWS J (2.5" PENE. INTO EA. STUD) X W 3" x 8" ALUM. RAFT. BRACKET ---" 3" x 8" ALUM. HEADER HEADER BRACKET .157" IYP.j USE FOR 3" POST ONLY r- 2- 5/16"0 HC___ STEEL "T" BRACKET WY 0 6 2009 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES T. 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 8 30 psl DURALUM PRODUCTS, INC. IlAirld'O.7n7i SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ. NAND = 6269 ALPINE AVE., SACRAMENTO. CA 95626 REVISED RV K K R D P 90. 1008 110 MPH F4x d/17.1F70 SHEET 9 OF 30 POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 12" —COLUMN/ GX'k ' y 21" SQ. ALUM."T"BRACKET USE WITH 22" 25" SQ. 16" 24" 28" SQ. - 26" POST TYPE B,C,D, OR E. 23" 28" STEEL POST ONLY: 25" 30" � "T" BRACKET I STEEL:T'BRACKET USE NTH 43" SQ. I I USE POST TYPE F. G. H, J OR K (3)-5/8"0 BOLTS FOR POST TYPE J �_ 32" - 3"SQ. POST W/, 3" SQ. POST @ (2)-#12 $M$ EA. 3" SO. POST POST TYPE B,C,D,E,F.G,H.J OR K. ALUM.'T"BRACKET: USE (2)-3I8"0 HILTI 38" I i I I 37" 40" 4 5" SIDE OF POST OR 42" KWI OLTS OR EQUAL STEEL."T"BRACKET: 1/2 DEPTH OF I I 69" SQ. (2)-1/2"0 BOLTS 16"INSERT 1/4" M.B. THROUGH USE (2)-318"0 HILTI KWIK FOOTING OR I I FOR ALL OTHER CONDITIONS 4 5" x ' POST' SEE NOTES BELOW BOLTS OR EOUAL 12" MIN. EMBD. I I S188 A TM A3' (2)-3/8"0 HILTI "KWIK"• (2- MIN. EMBEDMENT DEPTH I I �, STEEL BOLTS, OR EQUAL, EACH FOR KWIK BOLTS :: I I ?,v T.O.C.. BRACKET TO SLAB. •,: I I MINIMUM DISTANCE TO10 •� 9"S .BASE PLY. EDGE OF SLAB = 2-1/2' C '' 1 LL _1 . ASTM A572 STEEL l w DEPTH . d U) i 3/16" SLAB SHALL BE IN a POURED CONCRETE F twit GOOD CONDITION FOOTING SEE NOTE w 3" SQ. POST (STL.) 3 1/2" MIN. FOR SIZE SEE FOOTIN SCHEDULE QUAR (1)-1/2"OM.B. x9" LONG. 1" FROM END SQUARE SEE FTGS, OR FLUTED OR 4" SQ. POST (STL.) INSERT OF POST SCHED. EXISTING SLAB 4 7 O 3" SQ. POSTS TO CONIC. FOOTING 8 O SQUARE POST FOOTING EMBED. 9 O PL.5I8'THK. � INTO t 1/2" 6"1 t 1!2" _ — ATTACHED ALTERNATE FTG CUBE SIZE SQ. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SO. 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/3 112" SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" & 24" CUBE (2)-112"0 3 1/4" 25" - 30" CUBE (4)-1/2"0 3 1/4" 31" - 34" CUBE (4)5/8"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 STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: 1. DO NOT USE ALUM. "T' BRACKET WITH 3X8 BM. WANSERT, MAG. BEAM, 4" OR 7" ]-SEAMS. 2. POST TYPE E INSTALL WASHER PLATE. 2" X & X 0'-M" AT STEEL "T' AF2ACKET. 3. POST TYPE F DO NOT USE STEEL "T' BRACKET W/7" I -BEAM. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 9" SQ. x 5/8" B, C, D, F, G, 8 H 1,10 a 6 7009 FREESTANDING BASE 'PLATE ANCHOR :ES:8:,:o BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL C'!41h9� . (4 3/4" EMBEDMENT DEPTH) NO. 37948 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= ATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT 10, 20 & 30 psf JOURALUMPRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIZ. W1ND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K K. & D.P 90. 100 & 110 MPH /p1R1 dF9-7M1 FdX.df1�1F1A eata=rnirainlnm mm SHFFT-10 OF 30 HEADER BEAM TYPES & ATTACHMENT DETAILS 11.52",_r.61" I GUTTER EXT. CLIP I GUTTER EXT. CLIP 2.00" 1 I I SPLICE WHERE II`�II 1 79" OCCURS SPLICE WHERE OCCURS `- 4.6" m 73„ 2.57" 4.6" T_ 2.19" 2.04" 065" 2.08" 2.04'. 065" TYP. J TYP. I 2.93" T 4.0000" z.r' .038" R.F. GUTTER ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 ALLOY 3004-H36 O 6063-T6 O O 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER SPLICE WHERE OCCURS ALUM.ALLOY 6063-T6 MAG BEAM 3.00" SQ. FR..048' ASTM A653 GRADE 40 OE 3" SQ. STEEL BEAMO 3.0" I-- 3„ _I 2 6.5" I 2„ I 6.5" MAX y f- .042" SPLICE WHERE 4".024" SPLICE WHERE occuRs 070 occURS —� f- .032' 8.0" TYP. .042" .032" -110" TYP. �\ ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL„SUM. ALLOY 3004-H36 AL0Y ALUM. ALLOY O J J OR EQUAL 6 63 T6 6063-T6 C � O 4” I -BEAM r 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM3 x 8 BEAM::? K —I 3.0" �— 1 1 ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS - _ _ 3„ 6.. 6 „ FMAx.-1 3 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM I n n.. I -- � .042" MAY 0 I 8„ 042" T=14GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL I �— 7875 ASTM A653 GRADE 50 IN -4 625" c� ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36W I ~ No. 3 948 OR EQUAL - O OR EQUAL @)2.875" N a Exp... ! 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM O STEEL INSERT CIVIC- P Ilf-�w.1G� i DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEMAS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 208,30 0 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 BEAM TYPES NORIZ. WIND = 8269 ALPINE AVE:, SACRAMENTO, CA 95826 SHEET 11 OF 30 REVISED BY: K.K. B D.P 90. 1008110 MPH t BEAM TO POST CONNECTION- DETAILS t OPTIONAL DECORATIVE FASCIA �" •X .042" BEAM, '' • • ''� i • 3 •' ' ( WOOD, ALUM. OR HARDBORD) 3' x 8' . y ' a 3" SQ. STEEL OR _\)-#14 S.M.S. EA. SIDE (4) -TOT. MAG BEAM. , ; ` + y #14 S.M.S. TOP & BOTT. (2) -TOT. 2414 x 1/2" S.M.S. EACH SIDE OF 3" t #14 x 1/2" S.M.S. TOP.t ' SQ. POST (4 -TOTAL & BOTT. (2) -TOT. 1'1 4", • ' 4 ALTERNATE: 114"0 OLT WI WASHER \ — EA. SIDE OF 3'• SO. POST W " ,• » ` - t ROOF PANEL ` 4„ ' , 6 1/2" -AF 1.10 4 DS EA -SIDE EXTR EXTRUDED TT • . BRACKET _ + + I EXTRUDED GUTTER ALUM. BRACKET X .75 0.p 150.1' ,. t • (4)-#1 S @ FASCIA n ! - _+ I' TOP &'BOTT. TOT. 16 , #14 S.M.S. @12"O.C., 3" SO. POST 2.35., t .2" 1.. r .' . 1' y4. 61/2"x2"x _ - .024"RAFTER i - • - 2-#14 x i/2" S.M.S. EACH SIDE OF 3•'• - 1 ',• • ' a •' ' - ' �' 1 SQ. POST (4 -TOTAL) ALTERNATE: 1/4""BOLT W/ WASHER i - - - RAFT.E.R:'TAIL" T. TO GUTTER EA. SIDE OF 3" SO. POST - 3" X-3" ALUM -OR STEEL POST , r 3.00.. 3" SO. POST . - $ _ _ • ' _ 1 :4.' - . r, Y • VI,. ` 31125" FOR 3x RAFTER OR.240" ^ • ' 'may...-.-...�.0 r 2.125" FOR 2 xRAFTER H - BRACKET•TO POS a GUTTER FASCIA MAG BEAM 3•' SO. POST a 13 3"SQ. STL. BEAM ALUM. ALLOY 3003-H24 .ALUM ALLOY 3003-H24 - t = .040' at7 6063-T6 " - 1.50 1.50" 1 1/2 t = .040" 3004-H36 ALUMNA .018, L 018" L—J�- (4) - #14 x 3/4" TEK SCREWS ` P Y BRACKET TO RAFTER P 1/2" MIN. ' • 2"x3" LATTICE TUBE 1 1/2" SQ. -OR ,O - ' F2-ICE'TUBE 0 _ #8 x 2 "SMS, 2 �� { (. OR 3 1/2". TYP. �� 1. Cq�A c0 0 1 1/2" OR 2;SQ. OR 2'x3" LATTICE - - - - - - @ 3"O.C. MIN. UP,TO.7"O.C. MAX. O �(t ti a 2.750" ^�r w I_. No. ;''1948 r m — RAFTER 'Q L (4) - #1�%4 '-T.EK SCREWS OR (6) #10 x,-311,; TEK SCREWS f--�l ,. BRACKET=TQrBEAM ' LAT -TILE TUBE TO -RAFTER ' -' U—BRACKET T7AFTER TO'BEAM 1$ DRAWN BY: K.K. TOM CAMPBELL S PBELL & ASSOCIATES. INC. LIVE'LOAD = PATIO COVER SYSTEM IN MFG. BY: SEA - 10 POST 10. 20 a 30 psr _ DURALUM PRODUCTS. NC. DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT HORIZ. WIND = , 8269 ALPINE AVE., SACRAMENTO. CA 95825 - • .SCALE: NONE » • • RANCHO CUCAMONGA. CA (951) 741-2107,E s -90. 100 8110 MPH ,.SHEET 13 OF 30 ' REVISED BY: K K R D P. SPLICE DETAILS SIMPLE SPLICE FULL MOMENT BEAM TO POST DETAILS .. - pp (2)#10 S.M.S.@ EA. \ VALLEY,TYP. / I!/#10 S.M.S. #12 S.M.S. II(8 TOT. (24 70T TYP. THICKNRISS = .035" 6.38"11 i-+ f} ��t} 'Ft Ll ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 _____ OR 6063-T5 FOR EXTRUDFID OR 6063-T5 FOR EXTRUDED '--I NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I NOTCH I -BEAM FLANGE IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST,CONNECT WEB (6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. L C -BEAM THRU-BOLTS 3" I TOTAL= (8)-1/2"0 BOLTS I Ir Y L 06� POST ll �� ..................................... _..... p�Ess�Sato- 1.001, 0 BEAM TO POST CONN. SPLICE WHERE 4" OCCURS _ -1—.070'. TYP. ALU Y 60663-T63-76 �`, 16" 1 " 4" I -BEAM 3'-0" MOMENT C -SPLICE 1 m CD ~ No., 7948 r P. �s>s C NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WH OCCU ALUM.ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE PANEL #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ B"O.C. �v1AX. STAGGER IN BEAM \ FLANGE 4"x3" ALUM. "I" BM. OR _I !(4)-114"0 M.B. BEAM 7"x4" ALUM. "i" BM. TO BRACKET 2- 3/8"0 M.B. THRU STL. "T' BRACKET TO POST. POST, SEE SCHEDULE — - v ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = ATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 R 30 psf URALUM PRODUCTS, INC. SCALE: NONE NKK RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HORIZ. WIND = L8269 ALPINE AVE., SACRAMENTO, CA 95826SCAL SHEET 12 OF 30 REVIED R D P 90. 100 R 1.10 MPH F;%ea7_7m1 cnx en:+-�61p ==lo=n.t�.al��m �.,m ` * DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: , .' 1 DATE: 5/05/2009 ' CONNECTION DETAILS' , LATTICE BEAM TO POST CONNECTION - DURALUM PRODUCTS, INC. ',•DOUE RAFTER BL - BEAM SPLICE TO OJ • 5/8" PLASTIC OCCUR DIRECTLY OVER RANCHO CUCAMONGA, CA (951) 741-2107 11 -� HORIZ. WIND = ,r 1!1/2" OR 2"LATTICE. #8 S.M.S. .r . ALTERNATE 1/2" DOUBLE RAFTER- I .- POST. NOT PERMITTED PLUG WHERE 6 SCREWS I @=2;PO.STaUNITS SCREWIIS'INSIDE REVISED BY; K K & D P. 1 BOLT CONNECTIO PLAN 2 T - PER SIDEw- . 191RI aR7.7m1 FAY 4f8L151Q col=1� 11 •alnm ��m ' ALTERNATE: 4-#14 S.M.S. EACH Y #14 SMS MAY ,:- 5 5 BE USE AS - - RAFTER TO COL. ""' ' ALTERNATE TO 3'5„ 3.5" -- CONNECT. (8 -TOT.) 1/4"0BOLTS ' 3.5" 3-5� 3" MAM = 5" I 5' . - I o -T----- 4.5"0 8" OR 6=#14 SMS EA. .- F •. 3 (24I.o I 1 SIDE ' 16 1/2" SIDEPLATE EA f SIDE SEE POST SCHED.^STL.POST #4SMBrEA. SIDE3"x INSERTATTACHEDOR I (2)-2x6.5': OR I TOP,'MIDHEIGH- 3.'x 3"STL.POST COLUMN (2)-3"x8"HEADER FOR FREESTANDING AND BOTTOM. e - 3=SQ:POST BETWEEN_SIDE.:PLATES �-.. _L /� I• .(2)•1/2"BOLT, •AMTTO'POST CONNECTION 2"x 6.5" SIDEPLATE • .. d �- P'& --SMS': H ED_U LE- 21- ' • DBL. RAFTER /DBL. HEADER CONN. 19 �— �� -�• ' 3" SQ. x.032".+ (2) 2" x 6 1/2" x .024" 3" SQ: x .032" + (2)-2" x 6 1/2" x .032 D1 W/ (6)-#14 S.M.S. EACH SIDE. 2 W/ (6)-#14 S.M.S. EACH SIDE. 'USE ON CONC: SLAB ONLY USE ON CONC. SLAB OR FOOTING. ' . EXIST. 6-7 tt t1 SHEATHING a -AY FY, O E7- LOUD Il h t #8 S.M.S. EACH SIDE 4. LATTICE 1.1/2" OR 2" 2"x6" LEDGER (NEW OR EXIST.) ®FES�,_�q�r'� w (2) 3/8" LAG SCREW 2"x6.5" OR 3"x8" RAFTER.. '\•' 1 ALTERNATE: 1/2" BOLT Y �® r, rnn _ -- — n NO. 7948 Exp. 3 31 .� ,j,. i • ..'. I •. _�_ m 't •. CII ' 1 ALTERNATE: • ,--,' „ ' - :,, • 2)) #14 S.M.S: EACH RAFTER , - ' STUCCO OR EQUAL' - - + ,a'. • ATO COLUMN CONNECTION (4 -TOTAL) ~ . 1 ALTERNATE: 2.5" PENE.INTO EACH WOOD STUD_ . (2)- 2x6.5" OR (2)-3"x8" HEADER ALTERNATE" '. •. • s.. (1) - 1/2" BOLT OR __• (1) 3"x3"x0.024" 2 #14 S.M.S. EACH RAFTER CONNECTOR O •. . EXIST. STUCCO / LEDGER ATTACHMENT DETAIL ' STUB COLUMN TO DOUBLE HEADER CONN. ` * DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: , .' 1 DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20 & 30 psf DURALUM PRODUCTS, INC. - _ r SCALE: NONE • RANCHO CUCAMONGA, CA (951) 741-2107 11 - CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826' SHEET 14 OF 30 - , i REVISED BY; K K & D P. 1 - 90. 1008 710 MPN 191RI aR7.7m1 FAY 4f8L151Q col=1� 11 •alnm ��m 10## ,L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL.2"x6.5"x.032" BEAM DBL. 3"x8"x.042"BEAM II ,I OR 3x8 BEAM ,I II 3 x8 BEAMw/INSERT FOR ATTACHED PATIOS MINIMUM NO. OF POST r--�� Ham,. O�Z m' FREESTAND ATT. FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST FREESTAND •ATT. a = TYPE D FOOTNOTE: = o~ p p. " O —.g MAX.POST MAX.POST SPACING SPACING m POST TYPE 1 POST TYPE 2 ILIa Z? W O SPACING FTG. (IN.) MIN. TYOPE FTG. FTG SPACING TG FTG. PMIN.OST TYPE FTG. (IN.) FTG. POST (IN) TYPE FTG. (IN.) FTG. POST FTG. (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 4' 17'-0" 14'-4" 32 G 16 19'-2" 38 G 20 16'-4" . 32 G 20 29'-11" 38 G 1 21 61 2 2 2 2 5' 13'-7" 13'-4" 32 G 17 17'-2" 32 G 20 14'-8" 32 G 20 26'-9" 38 G 22 �, 2 2 2 2 6' 11'-4" 12'-6" 32 G 18 15'-8" 32 G 21 13'-4" 32 G 21 24'-5" 38 G 2.3 2 2 2 2 g 11'-7" 29 G 18 14'-6" 32 G 22 12'-4" 32 G 22 22'-7" 38 G 23 9 2 3 2 2 -,� E y 8' 8'-6" 10'-10" 29 G 19 13'-7" 32 G 22 11'-7" 29 G 22 21'-2" 38 G 24 10' 2 3 2 2 9' 7'-7" 10'-3" 29 G 19 12'-10" 32 G 22 10'-11"29 G 22 19'-11" 38 G 24 1v 3 3 2 2 10' 6-9" 9'-8" 29 G 20 12'-2" 32 G 23 10'-4" 29 G 23 18'-11" 38 G 25 12' 3 3 2 2 11' 6'-2., 9'_3„ 29 G 20 11'-7" 29 G 23 9'-10" 29 G 23 18'-0" 32 G 25 13 3 4 2 2 12' 5'-8" 8'-10" 29 G 20 11'-1" 39 G 24 g _5 29 G 24 17'-3" 32 G 26 14' 3 4 2 2 13' 5'-2" 8'-6" 32 H 21 10'-8" 32 H 24 9'-1" 32 H 24 16-7" 32 H 26 15' 3 4 2 3 14' 4'-10" 8'-2" 32 H 21 10'-3" 32 H 24 8'-9" 32 H 24 16'-0" 32 H 26 16• 4 4 2 3 15' 4'-6" 7'-11" 32 H 21 9'-11" 32 H 24 I LE 8,_5„ . 32 H 24 15'-5" 32 H 27 17' 4 5 2 3 16' 32 H 22 9'-7" 32 H - 25 8'-2" 32 H 25 14'-11" 32 H 27 18' 4 5 2 3 4'-3" 7'-8" 17' 4'-0" 7'-5" 32 H 22 9'-4" 32 H 25 8'4" 32 H 25 14'-6" 32 H 27 19' 4 5 3 3 32 H 9'_1„ 32 H 25 7'-8" 32 H 25 14'-1" 32 H 27 zo 4 757E37 3 18' 3'-9" 7'-3" 22 19' 7'-0" 38 H 22 8'-10" 38 H 25 7, 6„ 38 H 25 13'-9" 38 H 28 FOOTNOTE: 3'-7" HEADER AND OR MIN. NO. OF POST 38 38 H 26� �O�E 38 H 26 13'-4" 38 H 28 REQUIRED SPACING MUST EXCEED SLAB SPACING 20' 3'-4" 6'-10" H 22 8'-7' Q ALLOWABLE iOR FOOTNOTE: LESSER MUST BE USED co COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY t` COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING NOTE: C3 g�g� FOOTING SHOWN REPRESENTS LENGTH OF $y EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FOOTING SIZE Exp. FOOTNOTE: "SAMPLE" WHERE SLAB OCCURS, CUBED MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. Cl 1. FIGURE INDICATES EXPOSURE B FIGURE'INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES Q ADDITIONA_ L FOOTN_ OTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. Bi& C-1 i SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING PATIO COVER -SYSTEM AS -MFG -BY -i - DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INLATTICE POST SPACING TABLE �.t�- UVEoAo = 10. 20 & 30 psf DURALUM PRODUCTS, INC. DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL EJ.INE'�E"' RFREESTANDING ATTACHED HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 25 OF 30 SCALE: NONE - RANCHO CUCAMONGA, CA (951) 1.2107 nND 90.1001110 MPH lotq AF9.7mi FAY REVISED BY: K.K. & D.P. 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & 'c ' TOM CAMPBELL 8 ASSOC LATTICE >- Q I 7 0 00 p Z U- g ¢ a- Zp 3" SQ. STEEL BEAM POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTUI FREESTANDING DBL. 3"x8"x.042"BEAM DURALUM PRODUCTS, INC. ATT. FTG. (IN.) DBL.2"x6.5"x.032" OR 3"x8' BEAM BEAM 8269 ALPINE AVE.. SACRAMENTO, CA 95826 ATT. FTG. (IN) 3"x811 BEAMMINSERT REVISED BY: K.K. 8 D.P. ATT. FTG. (IN.) rotas d57 -7M1 PAY dni.•I S1Q calac mm—l— im— } ¢ = F � o m § FOR ATTAGHED (9ATI03 MINIMUM NO. OF POST TYPE D FOOTNOTE: MAX.POST SPACING FREESTAND ATT. FTG. (IN.) MAX.POST SPACING FREESTAND MAX.POST SPACING FREESTAND MAX.POST SPACING FREESTAND POST TYPE 1 POST TYPE 2 FTG. (IN.) MIN. MOST TYPE FTG. (IN.) MIN MOST TYPE FTG. (IN) MIN MOST TYPE FTG. (IN.) MIN MOST TYPE EXP. B EXP. C EXP. B EXP. C 4' 17'-0" 14'-4" 32 G 17 19'_2„8 5 39 G 21 16'-4” 34 G 20 29'-11" 39 G 6 2 2 2 2 23 24 5' 13'-7" 13'-4" 32 G 18 17'-2>-,`- 6_6„ 34 G 22 14'-8" 34 G 20 26'-9" 39 G 7, 2 3 2 2 6' 11'-4" 12'-6" 32 G 19 15'-8" 34 G 22 13'-4" 34 G 21 24'-5" 39 G 81 2 3 2 2 24 7' 9'-8" 11'-7" 29 G 19 14'6" 13-11" 34 G 23 12'-4" 34 G 21 22'-7" 39 G 25 91 3 3 2 2 8' 8'-6" 10'-10" 29 G 20 13 7„ 34 G 24 11'-7" 30 G 22 21'-2" 39 G 1o• 3 3 2 2 26 9' 7'-7" 10'-3" 29 G 20 12'-1 34 G 24 10'-10" 30 G 22 19'-11" 39 G 26 „ 3 4 2 2 10' 6'-9" 9'-8" 29 G 21 12'-2" 11'-8" 24 34 G 10'-4" 30 G 23 18'-11" 39 G 12' 3 4 2 2 27 11' 6'-2" 9 -3„ 29 H 21 11, 7.. 30 H 25 9'-10" 30 H 23 18'-0" 34 H 27 13' 4 4 2 3 12' 5'-8" 8'-10" 29 H 22 11'-1" 10'-7" 30 H 25 9--5, 30 H 23 17'-3" 34 H 14' 4 5 2 3 27 13' 5'-2" 8'-6" 32 H 22 10,_8"10,-2„ 34 H 25 9'-1" 34 H 24 16'-7" 34 H 28 28 15' 4 5 3 3 14' 4'-10" 8'-2" 32 H 22 10'-34 H 26 8'-9" 34 H 24 16-0". 34 H 16• 4 5 3 1 3 15 4'-6" 7'-11" 32 H 23 9'-119.6„ 34 H 26 8'-5" 34 H 24 15'-5" 34 H 28 17' 5 6 3 3 16' 4'-3" 7'-8" 32 j 23 9-79 2„ 34 j 26 8'-2" 34 j 24 14'-11" 34 j 18' 5 6 3 3 29 17' 4'-0" 7'-5" 3223 9'-4" 34 27 7'-10" 34 j 25 14'-6" 34 j 29 1,' 5 6 3 3 18' 3'-9" 7'-3" 32 j 24 9 1 8 8' 34 j 27 7'-5" 34 j 25 14'_1" 34 j 29 2o, 5 6 3 3 29 FOOTNOTE: HEADER AND OR MIN. NO. OF POST 19' 3'-7" 7'-0" 38 J 24 8' 10 8' S" 39 J 27 7,-0„ 39 j 25 13'-9" 39 j 20' 3'-4" 6'-10" 38 J 24 8' 7" 39 J 27 '-8" 39 J 25 13'-4" 39 J 30 REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED Q _ �` NOTE: FOOTING SHOWN REPRESENTS LENGTH EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS, CUBED FOOTING MAY BE REDUCED 6" EACH SIDE FOR SEE ALTERNATE FOOTING TABLES OF SLAB. SIZE FREESTANDING ` ONLY. �'� cJ �' C� GOCOL. o Na 1779 EXP j ' s 8 I Gi j 'J � FOOTNOTE: FIGURE ADDITIONAL FOOTNOTE: i 0s`•1 COL. TYPES TYPES "SAMPLE" INDICATES EXPOSURE FOOTNOTE: WHERE D-1 =.024" D-2 =.032" B ONLY SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTINGS FIGURE INDICATES EXPOSURE C ONE FIGURE SHOWN INDICATES EXP. B 8 C. S- in FOR ATTACHED A CHT 24 FOR FREESTANDING A. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOC LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTUI FREESTANDING 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951j -2107 AND ATTAC^ ED HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 26 OF 30 REVISED BY: K.K. 8 D.P. 90. 100 8 110 MPH rotas d57 -7M1 PAY dni.•I S1Q calac mm—l— im—