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09-0983 (PAT)P.O. BOX 1504, t!'�GitiGv 78-495 CALLE TAMPICO f44 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT O Application Ntlmher: 09-00000983 Owner: 4 Property Address: 81285 CANTOR CT CAMPBELL SI CE APN: 764-280-999-183 -300236- 81285 CAN R C � t� Application description: PATIO COVER - RESIDENTIAL LA QUINTA, 3 f Property Zoning: MEDIUM HIGH DENSITY RES A%Q� ?O Application valuation: 3591 irC��q �r9 OFGi Contractor: Applicant: j C Architect or Engineer: LIFETIME PATIOS Ca - _,/. P.O. BOX 5806 /�`�' LA QUINTA, CA 92248 (760)772-0013 LiC. No.: 770843 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 C�Bb LicenseNo.: 770843 Date:racto 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 (5500).: 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 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 am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/11/09 911 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 a ee that, if I should become subject to the workers' compensation provisions of Section 70 of the Labor Code, I shall forthwith comply with those provisions. n Date:plicant: 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 0uinta, 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 coun�er upon the above-mentioned property for in3pection purposes. ' Date: Signature (Applicant of Agent): �,/(/7 Application Number . . . . . 09-00000983 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee 63.00 Plan Check Fee 40.95 Issue Date Valuation . . .<. 3591 Expiration Date 3/10/1.0 Qty Unit Charge Per Extension .BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments 270 SQ. FT.PATIO 27 X 10 PAYIO WEATHERWOOD OPEN LATTICE PER APPROVED PLANS & 2006 IBC CODE, 2006 IRC CODE; 2007 CBC CODE. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited ------------------------------ ---------- Due ----------------- Permit Fee Total 63.00 .00 .00 63.00 Plan Check Total 40.95 .00 .00 40.95 Other Fee Total 1.00 .00 .00 1.00 Grand Total 104.95 .00 00 104.95 LQPERDIIT PO Box 5806 OFFICE: 760.777.2650 La Quinta, CA 92248 TOLL FREE: 800.739.7072 charles(07 litetimepatios.com FAX: 760.345.1922 www.lifetimepatios.com Bin # City of La Quinta Building & Safety Division Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #P.O. 3 Project Address:•. - - Owner's Name,, IYM IQ A. P. Number: Address: -• Legal Description: City, ST, Zip: � Q i Q 225 3 Telephone: Contractor: / /FET MC /% ROS Address: �� �QXgQ� Project Description: City, ST, Zip: 1A 00/11)7—,4 u Telephone: 7rp(, - 77� State Lie. # : JJ -77178 3. City Lie. Arch., Engr., Designer: Apce .2 • Address: City, ST, Zip: Telephone: State Lie. #: Name of Contact Person: ��"/�s / Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: a -7Q # Stories: #Units: Telephone # of Contact Person: '760 &69 70D Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING. PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.T. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 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 ADM -05. The standard plans accompanying this letter must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbell(cDcharter.,net.should you require additional information. Sincerely, Tom Campbell, PE Site Information Owner's Name Address �IZ�� t/h✓�!J/2 c - City/Town , za ao.141Z - _ - State PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: 1:.THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, ASCE/SEI-7-05-MINIMUM DESIGN LOADS FOR BUIL51NGS-AND OTHER STRUCTURES AND THE 2000 8 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, 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: 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 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. NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED 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. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 GENERAL NOTES HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95828. SHEET 1 OF 30 REVISED BY' K K & 0 P qn in 1A 11f1 MPH fA1RI dF7.7f171 FAX dmi.151A calac(nlr4 naLim rnm RAFTER, SEE TABLE FOR SIZE AND SPACING OPEN LATTICE TYPES NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMAX. PROJ. MAX.-PROJ. -=YGB MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE MAXSEE SCHEDULE- L/(O,A, O.N. O. f G RAFTER. SEE TABLE 25 a 41 25% OF SPAN FOR SIZE AND SPACING pOSTSp Ryq l gC,hG C POST HEIGHT SEE S.t E.ULE 6�G• is LENGTH OF STRUCTURE VARIES O G OST WITH SIDE- PLATES SEE DETAIL SFF T B(gC�'1'G F 31Pr SLAB NOTE: EACH COMPONENT IS INTER- n MAY BE US CHANGEABLE WITH ANY OTHER s �Tsp PERMITTEI COMPONTENT UNLESS OTHERWISE SHOWN. FTge(gOi yG I SEE SCHEC ` F \` FOOTING WHERE REQUIRED, 'PEE -SCHED'-F OR FOOTING C OPEN LATTICE -TYPE PATIO COVER wQ� NOTE:' THIS OPEN LATTICE -TYPE STR_ • -SCALE: NTS MAY NOT BE ENCLOSED OR G t TVDG'"G"•ATT4r'1—IGI'l CIAI(`_I C CD�ni�l-A TTI r`C•CTC711r`TI a�P'^�' RAFTER.AND SPACING TABLE SEU© FOR SIZE E�/ ���NOTE: THIS OPEN LATTICE - MAY NOT BE ENCLO: HEIGHT LENGTH OF STRUCTURE VARIES SEE POST No. POST HEIGHT SEE SCHEDUL LENGTH OF STRUCTURE VARIES EACH COMPONENT IS INTER- I\ ;EABLE WITH ANY OTHER TENT UNLESS OTHERWISE SHOWN. i. TYPE "F" ATTACHED Ml MAY 0 n 2009 ( MAX. PROD. j SEE SCHEDULE HEIGHT LENGTH OF STRUCTURE VARIES Fk,SrNGeu/(ohG - POST WITH SIDE. PLATES SEE TAIL 3 1/2' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. J SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE o MAY NOT BE ENCLOSED OR COVERED. rgB(EO/hG DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. POST CROSS-SECTION, PATIO COVER SYSTEM AS MFG. BY: - DATE: 5I05/2009 SEE POST DET L NOTE: EACH COMPONENT IS INTER -3 OS sFFr 1rr SLAB MAY BE USED sFF �[qc/hc F 3 1/2' SLAB CHANGEABLE WITH ANY OTHER SOgOj OSEE STRUCTURES HORI2. VNND = YBE USED COMPONTENT UNLESS OTHERWISE SHOWN. �<F he FOOTING. SCHEDULE NOTE: EACH COMPONENT IS INTER- p QST sFFTge<Fc/NG TOCONSTRAIN FOOTING. SEE OPEN LATTICE -TYPE PATIO COVER IR1R1 dR7-7(171 FAY dlIL151R eaIo ar6lmhl rwn CHANGEABLE WITH ANY OTHERFOOTING SCHEDULE WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: - DATE: 5I05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 &•30 psf _ DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORI2. VNND = 8289 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 3 OF 30 REVISED BY- K K A 0 P. 90.100& 110 MPH. IR1R1 dR7-7(171 FAY dlIL151R eaIo ar6lmhl rwn SOLID PANEL TYPES ATTACHMENT CHANNEL C ALUMINUM SEE DETAIL AND S/71 OFSTR(J ROOF PANEL S FOR SCHEDULE THE PRO E T ON IFE S0 AN O. SPAN SfFD "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE-�sp DRAWN BY: K.K. r__U m /'O OPTIONAL: CANTILEVER BEAM m c� SQ. POSTS, SIZE VARIES SEE SCHEp ACING uitE.SOST SEE R SPACING ~ ~ xx COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCUD PANEL OZS 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: NOF TO Ek SPAN CEEO n N PERMITTED. SINGLE POST STRUCTURES SEE SCHEDULE SEE SCHEDULE SHEET 2 OF 30 MAX. HT.= 12' REVISED BY' K K & 0 P ...... NOTE: NO SPLICE AT THIS --o JPOSTAND FOOTING WHERE REQUIRED A END BAYS. _ESS Q� r _/ SEE SCHEDULE FOR FOOTING CUBE SIZE Q I C NOTE: EACH COMPONENT IS I. qq I CHANGEABLE WITH ANY OTH COMPONTENT UNLESS OTHi; OWN. T\/I"fr 11A ll ATTA/lLICt1 CIAI/-1 C Ql']A AI 1A//!'`AAIT11 C\/COC TI/'l Al ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN 701 S ( MAy NOT BE ENCC OSED ) ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 3 112" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' ATTACHMENT CHANNEL CENG SEE DETAILS AND SN H OF STRU MIN. 0.25" SLOPE PER FT. THE p,RO ECN/or FS Nz O NES \ En TING WHERE REQUIRED SCHEDULE FOR FOOTING CUBE SIZE � MAY 0 6 2009 Exp. ALUMINUM CIVIL ROOF PANEL MIN. 0.25- SLOPE PER FT P /SEE SCHEDULE .� / FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OF - ' "n'F VARIES (MgyNOTgEENCCOSEO) SEE DETAIL FOR SPLICE _-� II SEE DETAIL FOR SPLICE /'OST OPTIONAL: CANT LEVER BEAM /'OST OPTI NAL: CANT LEVER B SQ. POSTS, SIZE VARIES SEESChEO /NG SE POST SPACINGSCHEDULE R SQ. POSTS, SIZE VARIES SEESC/1AC/NG SEE SCHEDULE FOR UCE x EDUCE P9ST SPACING 3 1/2" SLAB S 0 2. 0T TO '� 3 1/2" SLAB SINOTE Off.. 7-T MAY BE USED O CONSTRAIN SINGLE POST / OFSpA�CEEO N MAY BE USED ALTERNATE: OFSp�EkCEEO FOOTING, SEE SEE SCHEDULE TO CONSTRAIN SINGLE POST SCHEDULE NOTE 0 SPLICE AT THIS SCHEDULE EE SEE SCHEDULE 0 SPLICE ITHIS POST D AT END BAYS. D AT END BAYS, FOOTING WHERE REQUIRED ✓ I / V, J �� FOOTING WHERE REQUIRED _/ I /'�j J SEE SCHEDULE FOR FOOTING CUBE SIZE//�!/ SEE SCHEDULE FOR FOOTING,CUBE SIZE /�/ NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING =CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN MCANTILEVER OPTION DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE �OAD = PATIO COVERSYSTEM' AS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCUD PANEL 10. 20 & 30 ps1 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HOR14 WND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 30 REVISED BY' K K & 0 P 90, 1008, 110 MPH IA1Fi1 AFi7_7n7t FAX Afri l.RlA =Ai.,6i)d rai,,,,„rm RAFTER_-SPANS_FOR OPEN LATTICE COMMERCIAL & PATIOS .6.5" MAX.yI 2.. 032" 042" J ALUM. ALLOY 3004-H36 OR EQUAL LI —� , _ �SEE'NOTE-BECOW r i .042" p2 i--6 1/2" RAFTER-, C v 90, 100 & 110 MPH> y o 'EXPOSURE B & C L.L.= (PSF) "T'a (IN.) OR EQUAL 024 -�16" 14'-11"- 24" I - _ f .032 ,, —Z53 C o 0 O/ o 11110 24" 16,_5„ "T' (IN.) 90 & 100 MPH 110 MPH EXP. B & C 16" 24'_10" EXP.0 .042 24" 20._3„ 16" 28,_5„ 28'_5" 27,_8„ 16" 101_101, .042 .024 24" 8'-10" 23,_2" 22'-6" 10 16" 14,_7„ 20 .032 24" 16" 18'-0" . 04 2 .042 24" 14,_8" 20,_6„ 20,_6" 16" 9'-8" 1B, 9.. .024 24" 7'-11" 16" 131_11. 30 .032 24" 10,_8„ J042 16" rO42116" 16,_2„ 18'-6" 24" 13'_2" 24" 15,_1„ .024" y f .032" No. 37948 Exp. c ALUM. ALLOY 3004-H36 C OR EQUAL DBL. 2 x 6 1/2" RAFTER C mu 90, 100& 110 MPH CL (PSF) (IN.) N o EXPOSURE B & C 024 16 10 24" 17'-2" .03216" 28,-6„ 24" 23'-3" 16" 15'-3" .024 20 24" 12,_5„ 16" 20'-7" .032 24" .024 30 24" 11,_2„ 16" 18,-6" .032 'M" 15,_1„ 90/100/110 MPH EXPOSURE B & C 3.0" 8.0" CLEAR SPAN (FT.) O.H. 6 7 8 9 10 .042" 13 14 15 ALUM. ALLOY 3004-H36 0 3 4 4 5 5 OR EQUAL 7 7 8 8 9 9 10 10 11 SEE NOTE BELOW I 8 8 9 9 10 10 11 11 12 ,, —Z53 C o 0 O/ o x 8" RAFTER L.L.= (PSF) "T' (IN.) 90 & 100 MPH 110 MPH EXP. B & C EXP. B EXP.0 10 10 1 11 11 12 16" 28,_5„ 28'_5" 27,_8„ 13 j 14 14 15 15 16 .042 24" 23,_2„ 23,_2" 22'-6" 10 . 04 2 16" 20,_6„ 20,_6„ 20,_6" 24" 1B, 9.. 16,_9,.16,_9„ J042 16" 18'_6" 18,_6" 18'-6" 24" 15,_1„ 15,_1„ 15,_1„ * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE 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.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 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 1 9 10 10 1 11 11 12 12 13 13 14 14 15 5' — — — — — 11 11 1 12 12 13 1 13 j 14 14 15 15 16 PROJECTION SPAN O.H. h TRIBUTARY TRIBUTARY= ZZ WIDTH 1/2 SPAN +O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EOUAL 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 pst DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER: HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 7 OF 30 REVISED BY* K.K. & D P. 90. 100 & 110 MPH (P1R1 AR7-7M1 FAX ArMlR1P calaelnlAi,rol„m mm PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C 12" X 3 1/2" W PANEL 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. SHEET 6 OF 30 #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. igim Afi7-7f»t FAX An,,.151R eAloc(nlihv ti Mm #14 S.M.S. #14 S.M.S. 12" X 3 1/2" W PANEL 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 MAY 0 6 1009 cF 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 DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD = PATIO:COVER SYSTEM'AS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psf DURALUM PRODUCTS, INC. ' SCALE: NONE REVIRED RANCHO CUCAMONGACA (951) 741.2107 , PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95825 SHEET 6 OF 30 BY' K K R 0 P 90. 1008 110 MPH igim Afi7-7f»t FAX An,,.151R eAloc(nlihv ti Mm HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50" WALL FASTENERS -� 06 SEE TABLE .25"R N o b WALL `' cl) FASTENERS 1.75' O 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 .01 .281" ALUM.ALLOY .060" 6063-T6 11 B EXTRUDED HANGER CHI NEL EXIST. EAVES, RAFTER EXISTING EAVE CONNECTION ( 2 #14 S O #PANEL LOCKS OR #8 SMS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT EA. CONTACT AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN W/ SIMPSON A35 .20 LL=30 LL=10 LL=20 CONTINUOUS A- RAIL OCCURS) ROOF PANEL A BorD (WHERE ALUM.ALLOY 100 �n 6063-T6 #14 SMS Q EA. CONTACT w BorD E E E J J K WALL CONNECTION DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) O ALUM.ALLOY 6063-T6 I.R. HANGERC 2.740" T=.060" - WALL FASTENERS SEE TABLE EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 1 LL=30 90 A BorD BorD E E E J J K 100 BorC BorD 6orD E E E J J K 110 D BorD BorD E E E J J K 10'-8„ DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) 5'-6" A=3/8" 0 x 1 1/2" @ 12" O.C. 'J=3/8" Ox1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE - U.10 x 1 1/2" @ 8" O.C. 'K=3/8"0x1 1/8"@12" O.C: INTO SOLID -GROUTED CMU CELL OR CONCRETE o B=3/8"O wQ C=7/16"O x 1 1/2" @ 10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 uu))Na} D=7/16"O x 1 1/2" @ 12" O.C. 2'-0" u_ Fn E=3/8"Ox 4" @EACH STUD 16-9" F=7/16"O x 4" @ EACH STUD EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2" x 4"V-6" FULL OR 16" O.C. 10, 20830 psf 16'-8" 131-1011 9'-3" 2'-0" 11'-8" 8'-8" 5-10" 2" x 4" FULL 24" O.C. 8269 ALPINE AVE., SACRAMENTO, CA 95826 IIPIA% 10'-8„ 8'-3" 5'-6" 2'-0" 7'-0" 4'-6" 3'-0" 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. Z-0" 17'-6" 141-0„ 9.-6,1 2"xB" FULL 24" O.C. 2'-0" 29'-3" 25'-0" 16-9" NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"06" 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# L.L.=(2)1114-SMS'EI 20#/30#L.L.=(2)#141SM U -BRACKET 3/4" OR 1 1/2"--- I t 2" x 6 1/2" OR 5" MIN. 3" x 8" ALUM. RAFTER I /4" OR 1 1/2" \ EXISTING WOOD STUD FRAMING APPROVED 3" OR 4" INSUL. ROOF PANEL 1 w N O O y' O �7 A N O #14 SMS T&B �- AT 12" O.C. / vv \i 4AY0GL 9 SIDE EA. SIDE 3/16" 8" 0 STEEL p 114"0 HOLES,TYP. 0 NOTE: PROVIDE WATER $" O O PROTECTION, METAL FLASHING O CAUCK JOINTS AND SLOPE TO DRAIN TYPICAL BRACKET AT EVERY 2x 1 1/4" \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE / EAVELENGTH „L„ 2x6 OR 2x8 LEDGER 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND -30 psfy 7;[_��X3RAFTER 1/2" W.S. )-#14x1 3/4" 2" MIN. PENETRATION INTO PATIO COVER :XISTING WOOD STUD) �--- - - � RAFTER'TO onirvu�� nvvl-Ilav 1 V rRV V WC JCI1l I NOTE: BRACKET MAY BE MOUNTED 4 BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10, 20830 psf DURALUM PRODUCTS, INC. • SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND BRACKET ATTACHMENTS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 IIPIA% SHEET 8 OF 30 REVISED BY' K K & 0 P 90. 100& 110 MPH e52_7mi FAX anllfim cgloe�lrhrtalllm mm COLUMN / POST TYPES & -SURFACE MOUNT ATTACHMENT DETAILS �3,�2.�� 3.00" SQ. I �J 3.00" SQ. 3.00"SQ. .024" #10 SMS 'I I` PG =3" O.xt=. 032" A. --6,c.I EA. SID; i o H --3 250, ' 0 1 13 C " =4' 188, 6.5" f � ALUM. 1 0 032" 14"R ` � " K=5"SO.xt=.188" ( ALUM. TYP. .040" ALUM. .032" .048"STEEL 3.0" 4.0" OR 5.0" B 5/8" PLASTIC LUG 28" F E � i 3" SQ. ALUM. POST \,,,3" -SQ -,ALUM. -POST- O 3 SO. ALUM. POSTMAG POST ' SQUARE � ALUM. ALLOY 3004-H 3" SQ. STEEL POST 36 WITH SIDE-PLATES D ALUM. ALLOY 3004- 36 3" SQ. ALUM. POST STEEL -POST 'ALUM. ALLOY 3004-H36.. ASTM A653 GRADE 4Q ALUM. ALLOY 6063-T6 RASTM A36 GRADE 40 ALUM. ALLOY 3.00" OR t� 6063-T5 �— 2.40 / I 2 1.375" 75" CL 7/16"OHOL ASTM GRADE 36 STEEL 2 FLANGES 2 1/8" APART ALUM. ALLOY 6063-T5 "H" BRACKET 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER HEADER BRACKET DRAWN BY: KX 11 0 .75" T.7s" BASE FLARES COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 1.60" DURALUM PRODUCTS, INC. 157" TYP – _ RANCHO CUCAMONGA, CA (951) 741-2107 TO 3"WIDE EA. SIDE OF FLANGES HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 9 OF 30 1 75 90. 100 & 110 MPH INSTALL WASH. PLATEPOST 090' TYP. ONLY 5.50" 1%" x 5/16" x 5Y2" WHEN USING Z 1-7/16"0 HOLE IN 110 MPH WIND AREA 2- 5/16"0 HOLES & 2-3/8" HOLES TYP. EA. SIDE .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP-3/8" LAG SCREWS MAY 0 6 2009 LAG SCREWS � -r— (2.5" PE E4" J INTO EA. SOTUD) I ALUM. ALLOY 6063-T5 "H" BRACKET 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER HEADER BRACKET DRAWN BY: KX TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 9 OF 30 REVI GED RY- K K 8 D P 90. 100 & 110 MPH /A1p1 aFP -7h71 FAY 4n,4 -151G calac/Flr4 �rali un mm COLUMN/ POST TYPES & SURFACE MOUNT_"AND- EMBEDMENT DETAILS ALUM."T"BRACKET USE WITH _ - I POST TYPE B,C,D, OR E. "�� STEEUPOST ONLY: "T" BRACKET STEEL.TBRACKET USE VJI7H / USE POST TYPE (3)-5/8"0 BOLTS @ 3"SQ. POST W/ POST TYPE B,C,D,E,F,G.H,J OR K. i i F, G. H, J OR K FOR POST TYPE J 3"SQ. POST 3- SO. POST ALUM.'T'BRACKET: (2)-#12 SMS EA. uSE 3LIS.0 HILTI `1 4 SIDE OF POST OR KVd OLTS OR EQUAL 1 I (2 - /2"0 BOLTS 16" INSERT I 1l4" M.B. THROUGH STEEL /1/2 DEPTH OF � i FOR ALL OTHER POST SEE NOTES BELOW USE (2)-318"0 HILTI KWIK / ' FOOTING OR I x .188" BOLTS OR EQUAL 12" MIN. EMBD, i 1 CONDITIONS 4 5 ASTM A3, (2)-318"0 HILTI"KWIK (2" MIN. EMBEDMENT DEPTH I I STEEL FOR KWIK BOLTS BOLTS, OR EQUAL, EACH t; I I : ; T_O.C_ BRACKET TO SLAB. ( '•• I I'� fj h, 9 SQ.BASE PL . MINIMUM DISTANCE TOmillilml I w EDGE OF SLAB = 2-1/2"4 LL ASTM A572 STEEL I DEPTH n �' W 3116" SLAB SHALL BE IN a POURED CONCRETE 1 of j •' GOAD CONDITION FOOTING SEE NOTE OR FD ..: •::::' :;•: w 3„ SQ. POST (STL.) - • , FOR SIZE •1(1)-1 /2"01M. B. OR 4'LUT SQEPOST (STL. ) 3 1/2" MIN. SEE FOOTIN x9'• LONG, 1" SQUARE SCHEDULE QUAR FROM END SEE FTGS, / INSERT OF POST SCHED. i _EXISTING SLAB O _3" SQ. POSTS TO CONC. FOOTING O � ,/SQUARE POST INTO FOEMBED. { O OTING_ 1 1/2" 6" 1 1/2" WELDED STEEL BASE PLATE ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANCHOR BOLTS 1. DO NOT USE ALUM. "T' PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 BRACKET WITH 3X8 BM. 9" SQ. x 5/8" B. C. D. F. G. & H CUBE SIZE SQ. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. W/INSERT, MAG. BEAM, 4" OR 18" 18" SQ. 12 BOLTS 7" I -BEAMS. 20" 21" SQ. 12" 23" & 24" CUBE (2)•12"0 3 114" 2. POST TYPE E INSTALL WASHER PLATE, 2" X 22" 25" SQ. 16" 25" - 30" CUBE (4)-12"0 3 1/4" Z," X 0'- " AT STEEL "T' 24" 28" SQ. 2D.• BRACKET. FREESTANDING ' 26" 32" SQ. 23" 31" - 34" CUBE (4)S/B"0 4" 3. POST TYPE F IdlAY 0 67009 28" 35" SQ. 25" DO NOT USE STEEL "T' BASE PLATE ANCHOR 35" - 39" CUBE (4)3/4 0 4 3/4" BRACKET W/ 7" I -BEAM. 30" 39" SQ. 28 �+ BASE PLATE ANCHOR BOLTS (SIZE & TYPE) 32„ 43" SQ. 30" 40" - 42" CUBE (4)3/4 0 4 3/4" Qf�OFEps�O (4)_3/4"0 HILTI KWIK BOLT TZ STAINLESS I. C qI 9"x9"x 518" STEEL PER I.C.C. ESR -1917 OR EQUAL 34" 47" SQ. 32 NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL /40 �PS A�i� ( 4 3/4" EMBEDMENT DEPTH) 36" 51" SQ. 34„ I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. AzZ 38" 55" SQ. 37' CD F- m 40" so" sQ. 39" OC No, 37948 � 42" 64" SQ. 141" Exp31 44" 69" SQ. I 43„ CIVI ' C68E FOOTING W/ 3 1/2" SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. VIAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY- K K & 0 P 90. 100& 110 MPH /C1HI 4f,7 -7f171 FAY 4a-%.ifitA ealccmi ra nali,m rnm SHFFT 10 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" �ySQ. 2.00" SPLICE WHERE X11 .Oq'f I~ 1.79" OCCURS _� SPASPLICE WHERE CE WHERE - � OCCURS OCCURS 4.6" .075" `O 73•, 2.57" 4.s° T IrF . TYP. 14 R 2.19" 2.04 TYP. .048' 065" 2.04" .11I TYP. 2.08" offs' 28" —1- TYP. 2.93" a.0000• 3.0 2.7•• ASTM A653 GRADE 40 038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY O FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 ALLOY 3004-H36 O 6063-T6 O O O E 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM 4 I3.0" If L 3„ _I 6.5.. I MAX �� j� MAX. 2" r"—T—T �— .042" SPLICE WHERE 4" SPLICE WHERE '024 8.01' OCCURS 070„ OCCURS _i --*--.032" —� TYP .042" —110" TYP. ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 ALUM.ALLOYALUM. ALLOY OR EQUAL O 6063-T6 4" I -BEAM 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM O 3x8BEAM +=�1��3:0,� �� . ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3., „ e.. 625„ MAX. 3 f 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM tiY — .042' I / .oat' T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL I I I I i 7.8 5" ASTM A653 GRADE 50 �J lD F TT ALUM. ALLOY 3004-H36 O ALUM. ALLOY 3004-H36 � II 625 I W ` No. 3 948 t \ OR EO UAL OR EQUAL 2.875" F� — f O NO Exp. 31 3 x8 BEAM WtSTL INSERT( DBL. 3 x 8 BEAM 3 x 8 BEAM _ STEEL INSERT CIVIL Q' 0 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 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30 REVISED BY: K.K. 8 D P 90. 100 8 110 MPH lA1A1 AFS -7!171 FAY d!1'L1F1A ealaelnlN,raL,m rnm n aL DECORATIVE FASCIA ALUM. OR HARDBORD ) 2414 x 12" S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SQ. POST !L 5" + 75 j O I q 1501 II 2.35" 3" SO. POST /� 2414 x 12" S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST 103 .0 3" SO. POST R .240" GUTTER FASCIA MAG BEAM 3" SO. POST 3"SQ. STL. BEAM BEAM TO POST CONNECTION DETAILS " x 8" x.042" BEAM, 1 SQ. STEEL OR \)-#14 S.M.S. EA. SIDE (4) -TOT. #14 S.M.S. TOP & BOTT, (2) -TOT #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. I 11 1/4" ROOF PANEL 4° 61 ROLLFORMED OR EXTRUDED GUTTER (4)-#14 SDS @ EA: SIDE FASCIAALUM. BRACKET X TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C. 2" 1" 6 1/2"x2"x .024"RAFTER X 3" ALUM. OR RAFTER "TAIL" TO GUTTER TEEL POST , 14 H - BRACKET TO POST -A^ LUMALLOY 3003-1-124 r \� 3" 2., •O 8 f 2"x3" LATTICE TUBE #8 x 2 "SMS, 2 1/2" -- OR 3 1/2", TYP. i 1 1/2" OR 2" SQ. OR 2"x3" LATTICE @ 3"0. _.MIN. MIN. UP TO 7"O.C. MAX. 4' — RAFTER LATTICE'TUBE TO RAFTER ------------- 17 1125" FOR 3 x RAFTER 2125" FOR 2 x RAFTER ALUM. ALLOY 3003-H24 1.50" 1 /1 /2" t = .040" 6063-T6 1.50' t = .040" 3004-H36�`ALUM. 2s°�� 2" 2" , y x_018" _T (4) - #14 x 3/4" TEK SCREWS 1 BRACKET TO RAFTER 1 1/2" SQ. OR P2 1/2" MIN. 2" LATTICE TUBE 11 0 � e� 1 6 21009��lC�J' O 401O T NoA79418 � xp14 civi L (4;"-- #1-4,,x 3/4" TEK SCREW: BRACKET TO BEAM "U"'BRACKET - OR (6) #10 x 3/4" TE SCREWS 18 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: - DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 0 POST 10, 20 & 30 pst DURALUM PRODUCTS, INC. 4 _ SCALE: NONE RANCHO CUCAMONGA, CA (951)741-2107 ATTACHMENT HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 9S826 SHEET 130F 30 REVISED BY: K.K..&DP. 90,100911OMPH, /alAl A59.7n91, FAY AnA.1F1A SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 9" 24" .5" 3,. 1„ l' 3" 1,. 17 all „ „ 811 1" I (2)#10 S.M.S.@ EA. I VALLEY, TYP. #10s.M.S. II #12 S.M.S. II (6 tor. TYP. THICKNESS =.035 (24 TOT II TYP. THICKN IEISS =.035" ___ 6.38" mE r13 II p IL ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED wE '-==- NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR L-A. IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYSI I NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO POST,CONNECTWES NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE TO POST W/(2) -112"O �j�iL C -BEAM THRU-BOLTS 3 I TOTAL= (8}1/2"0 BOLTS 111 Y 10 (oUJ ........................................ ......... .......... ....... _................... _..... _.... .......... ...... ; SQ.POST 1.00" aaFESS/p�, o �----0 0 0_ "S C,q�'�C�A BEAM TO POST CONN. SPLICEWHERE 4" �� a OCCURS _07 Lu ~ TYP. o o ALUM.ALLOY 6063-T6 16" 1 " 4" I -BEAM 3'-0" 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 t794181 tnil #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. STAGGER IN BEAM FLANGE RO F PANEL 4"x3" ALUM. "I" SM. OR (4)-1/4"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: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER -SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY� K K 8 0 P 90. 100& 110 MPH (PiR1 459-7f171 FAX ArM.151A' valoe(n1rU� ha mm SHEET 12 OF 30 DOUBLE RAFTER CONNECTION DETAILS LATTICE BEA, MvO=POST CONNECTION �P BEAM SPLICE TO JOCCUR 5/8"'VLASTIC 1 1/2" OR 2"LATTICE #8 S.M.S. DIRECTLY OVER I POST. NOT PERMITTED PLUG WHERE, ALTERNATE 1/2" DOUBLE RAFTER- BOLT CONNECTIO PIAN 2 @ 2 -POST UNITS SCREW IS INSIDE 6 SCREWS ALTERNATE: PER SIDE I 5" SMS MAY 4-#14 S.M.S. EACH .5. BE USE AS BE RAFTER TO COL. -- CONNECT. (8 -TOT.) 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS - - 3.5" 3.5" 1 ° T----- 4.5'0 5 .5' S' 8" BEAM ❑1 OR i 1 1 6414 SMS EA. SIDE I I 6 1/2" SIDEPLATE EA. 3"x 3"STL.POST (24" ) I o I ALTERNATE: INSERT ATTACHED OR (2)-2x6.5" OR 1 #14 SMS EA. SIDE I I SIDE SEE POST SCHED. 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER FOR FREESTANDING TOP,, MID HEIGHT z AND BOTTOM.: -3"SQ. L (2)-1/2"BOLT a _ _ _-- POST BETWEEN SIDE PLATES toEAM TO.P.OST CONNECTION► 2"x 6.5" SIDEPLATE --POSTT"S�CHEQ'uLEL-- ) 21 DBL. RAFTER / DBL. HEADER CONN. 3" SQ. x .032" + (2)-2" x 6 1 /2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x .032 rliW/ (6)-#14 S.M.S. EACH SIDE ❑2 W/ (6)-#14 S.M.S. EACH SIDE. `USE'ON'CONC'SCAB'ONL'Y USE ON CONC. SLAB OR FOOTING EXIST. SHEATHING p .1 009�n l',41AIV 2 0 6 #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" ' 2"x6" LEDGER (NEW OR EXIST.) ES w (2) 3/8" LAG SCREW✓®�`�• C+��� d� 2"x6.5" OR 3"x8" RAFTERS i ALTERNATE: 1/2" BOLT C?. r . ! Lu No. 7945 °. Exp. 3 31 ALTERNATE: r CAVI 2- #14 S.M.S. EACH RAFTER T� COLUMN CONNECTION (4 -TOTAL) E STUCCO OR EQUAL ALTERNATE: 2.5" PENE.INTO EACH WOOD STUD (2)- 2x6.5" OR (2)-3"x8" HEADER ALTERNATE: 3"xTW.024" (1) - 1/2" BOLT OR _ CONNECTOR (2)- #14 S.M.S. EACH RAFTER EXIST. STUCCO / LEDGER ATTACHMENT DETAIL - STUB COLUMN TO DOUBLE HEADER CONN. 20 - DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM,AS MFG. BY: DATE: 5/05/2009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA, CA (951) 741-2107 LATTICE CONNECTIONS 10, 20 8 30 psf HORIZ. \MND = DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: K K R D P 90. 1009 110 MPH 1A1R1 aF�_7f1�1 F4X 6fl:i1A'14 calaehitA„ral„m mm SHEET 14 OF 30 POST F MAX HT.= & FREESTANDING ONLY NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS DATE: 5/052009 12' OR LESS EXP. -B & , DURALUM PRODUCTS, INC. 6.5" ROLLFORM RANCHO CUCAMONGA. CA (951 741-2107 ) AND ATTACHED 4" I -BEAM 6269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 15 OF 30 4.5" / MAG GUTTER MAG BEAM 90.100 81'10 MPH 0.100 101fi1 dF?-7f1*Ji FAX dn:L1510 ¢nln¢!n'lA�nvl„m mm 3" SQ. STEEL BEAM Of 1¢- F- D o MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING SPACING ON SLAB FTG MIN. FTG MIN. SPACING FTG. MIN. FTG IN. SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN. FTG.MIN. f- (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POSTPOS TYPE (IN.) TYP 4' 17'-0" 13'-9" 32 F 19 B 17'-6" 32 G 21 B 13'-10" 32 F 19 B 12'-7" 32 F 19 B 13'-7" 32 F 21 B 5' 13'-7" 12'-4" 32 F 20 B 16'-3" 32 G 22 B 12'-5" 32 F 20 B 11'-8" 29 F 20 B 12'-2" 32 F 21 B 6' 11'-4" 11'-3" 29 F 21 B 14'-11" 32 G 22 B 11'-4" 29 F 21 B 10'-10" 29 F 21 B 11'-1" 29 F 22 B 7' 9'-8" 10'-5" 29 G 21 B 13'-10" 32 G 23 B 10'-6" 29 G 21 B 10'-0" 29 G 21 B 10'-3" 29 G 23 B 8' 8'-6" 9'-9" 29 G 22 B 12'-11" 32 G 24 B 9'-10" 29 G 22 B 9'-4" 29 G 22 B 9'-7" 29 G 23 B 9' 7'-7" 9'-2" 29 G 22 B 12'-2" 32 G 24 B 9'-3" 29 G 22 B 8'-10" 29 G 22 B 9'-1" 29 G 24 B 10' 6'-9" 8'-9" 29 G 22 B 11'-7" 29 G 24 B 8'-9" 29 G 22 B 8'-5" 29 G 22 B 8'-7" 29 G 24 B 11' 6-2" 8'-4" 29 G 23 B 11'-0" 29 G 25 B 8'-4" 29 G 23 B 8'-0" 29 G 23 B 8'-2" 29 G 25 B 12' 5'-8" 10'-6" 29 G 25 B 7'-8" 29 G 23 B 7'-10" 29 G 25 B 13' 5'-2" 10'-2" 32 H 25 B n � nn ,-4 T-4" 32 H 23 B 7'-6" 32 H 25 B 14' 4'-10" 9'-9" 32 H 26 B 1 uu 7'-1" 32 H 24 B 7'-3" 32 H 26 B 15' 4'-6" 9,-5„ 32 H 26 B Q� 6'-10" 32 H 24 B T-0" 32 H 26 B 16' 4'-3" 9'-2" 32 H 26 B �.p' �0 6'-8" 32 H 24 B 6'-10" 32 H 26 B 17' 4'-0" 8'-10" 32 H 27 B w 6'-5" 32 H 24 B 6'-7" 32 H 26 B 18' 3'-9" 8'-7" 32 H 27 B Exp. 3 6'-3" 32 H 25 B 6-5" 32 H 27 B 19' T -T' 8'-5" 38 H 27 B 11. 6'-1" 38 H 25 B 6'-3" 38 H 27 B 20' 3'-4.. 8'-2" 38 H 27 B ^ 5'-11" 38 H 25 B 6'-1" 38 H 27 B POST F MAX HT.= & FREESTANDING ONLY NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING f0, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951 741-2107 ) AND ATTACHED WIND = 6269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 15 OF 30 REVISED BY: KK. 8 D.P. ...., .. 90.100 81'10 MPH 0.100 101fi1 dF?-7f1*Ji FAX dn:L1510 ¢nln¢!n'lA�nvl„m mm 10# L.L. 90 MPH: fREESTAND.&ATTACHED OPENIATTICE PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL & ASSOCIATES, INg. 7. -Iv' LATTICE JZ p ' O z m U — g a z 2 fn O 3" SQ. STEEL BEAM POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING FREESTANDING DBL. 3 x8 x.042 BEAM ATT. FTG. (IN.) DBL.2"x6.5"x.032" OR 3"x8"BEAM SCALE: NONE BEAM ATT. FTG. (IN.) — ''3"z8"'BEAMw/INSERT --- 'ATT. FTG. (IN.) > r F p of r FOR ATTACHED PATIOS MINIMUM NO. OF POST TYPED 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. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE EXP. B EXP. C EXP. B EXP. C 4' 17'-0" 14'-4" 32 G 16 19'-2" 38 G 20 164" 32 G 20 29'-11" 38 G 6' 2 2 2 2 21 5' 13'-7" 13'4" 32 G 17 17'-2" 32 G 20 14'-8" 32 G 20 26'-9" 38 G 22 7' 2 2 2 2 2 r6' 11' 4" 12 -6 32 G 18 15'-8" 32 G 21 13'-4" 32 G 21 r24,6� 38 G e' 2 2 2 7' 9'-8" 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 24 2 8' 8'-6" 10'-10" 29 G 19 13'-7" 32 G 22 11'-7" 29 G 22 21'-2" 38 G t0, 2 3 2 24 2 9' 7'-7" 10'-3" 29 G 19 12'-10" 32 G 22 10'-11" 29 G 22 19'-11" 38 G 11' 3 3 2 25 2 10' 6-9" 9'-8" 29 G 20 12'-2" 32 G 23 10'4" 29 G 23 18'-11" 38 G 12' 3 3 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 26 2 12' 5'-8" 8'-10" 29 G 20 11'-1" 39 G 24 91_51, 29 G 24 17'-3" 32 G 14'3 4 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 26 3 14' 4'-10" 8'-2" 32 H 21 10'-3" 32 H 24 g' -g" 32 H 24 16'-0" 32 H 16' 4 4 2 15' 4'-6" 7'-11" 32 H 21 9'-11" 32 H 24 8'-5" 32 H 24 15'-5" 32 H 27 17' 4 5 2 3 27 27 3 3 16' 4'-3" 7'-8" 32 H 22 9'-7" 32 H 25 8'-2" 32 H 25 14'-11" 32 H 18' 4 5 2 17' 4'4" 7'-5" 32 H 22 9'4" 32 H 25 8'-0" 32 H 25 14'-6" 32 H 19' 4 5 3 27 3 18' T-9" 7'-3"32 H 22 9'-1" 32 H 25 T-8" 32 H 25 14'-1" 32 H 2o' 4 5 3 19' T-7" 7'-0" 38 H 22 8'-10" 38 H 25 T-6-- 38 H 25 1 13'-9" 38 1 H 28 FOOTNOTE: ' HEADER AND OR MIN. NO. OF POST 28 REOUIRED SPACING MUST EXCEED SLAB SPACING OR LESSER MUST BE USED SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTING 20' 3'-4" 6'-10" 38 H 22 8'-7" 38 H 2 '' ��O 38 H 26 13'-4" 38 1�1 I 1 • NOTE: FOOTING SHOWN REPRESENTS LENGTH OF S _w /z—� �P A —CID �� (Ee U' _ NO..; 948 1 1A nt I VALLOWABLE 0-6 IM FOOTNOTE: COL. COL. TYPES TYPES • D-1 =.024" D-2 =.032" EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS, CUBED FOOTING MAY BE REDUCED 6" EACH SIDE FOR SLAB. SIZE FREESTANDING ONLY. EXP' FOOTNOTE: FIGURE "SAMPLE" INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE -C SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE. SHOWN INDICATES. EXP. B & C DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INg. 7. -Iv' LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING FREESTANDING 10, 20 830 psi DURALUM PRODUCTS, INC. SCALE: NONE ' RANCHO CUCAMONGA, CA (951)7 1-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE„ SACRAMENTO, CA 95826 SHEET 25 OF 30 REVISED BY: KK 8 D.P. 90.100 8 110 MPH KIiaA e57 -pmt cnx en:a_isio ealuc/Ti ri,u�li�m n,m 30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&( TRIBUTARY 90 MPH 7" I -BEAM 110 MPH WIDTH DBL. 3"x8"x.042"BM EXB&C DBL.2"x6.5"x.032" BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG 3"x8" BEAMw/INSERT T-6" SO x 4'-0" SO x 10' OR LESS 18" DEEP OR 3"x8"BEAM 18" DEEP AND ATTACHED 4'-0" SO x 4'-7" SO x 5-0" SO x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP <= I-1- O o -j 0 In 0':5 O - MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST MAX.POST SPACING MAX.POST SPACING FREESTAND ATTACHED FREESTAND ATTACHED 009 a z SPACING SPACING FOR DBL. FOR 3 x 8 SPACING FTG. MIN. FTG MIN. FTG. MIN FTG MIN. FTG MIN. FTG MIN. FTG. MIN. FTG MIN. r 2 U) O (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE 2x6.5x.032 BEAM (IN.) POST ITYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POS TYP 4' 6-2" 20'-11" 41 j 24 F 13'-11 32 j 22 B 9'-10" 9'-10" 32 J 20 B 19'-0" 36 J 2�/24 C/ 17'-11" 5' 4'-10" 18'-9" 41 ,J 25 F 12'-5" 32 � 23 B 8'-10" 8'-9" 32 � 20 B 17'-0" 36 2 25 C/ 16'-1' 6' 4'-0" 17'-1" 36 j 26 F 11'-4" 28 j 23 B 8'-1" 8'-0" 32 j 21 B 15'-6" 36 26 14'-8" 7' T-6" 15'-10" 36 J 26 F 10'-6" 28 j 24 B T-5" 7'-5" 29 J 22 B 14'4" 36 j 2 26 13'-7" B. T-1" 14'-10" 36 j 27 F 9'-10" 28 j 24 B T-0" 6'-11" 29 j 22 B 13'-5" 36 27 E/ 12'-8" 91 14'-0" 36 j 27 F 9'-3" 28 j 25 B 6'-7" 6'-7" 32 j 23 B 36 J �7 E/ ,--r2 2'-0" 10, 13'-3" 36 j 28 F 8'-9" 28 j 25 B 6'-3" 6-3" 32 j23 B 12'-0" 29 j 25/ 8 E/ 12'-8" 36 j28 F 8'-5" 28 j 26 B 5'-11" 5'-11" 32 J 23 B 11'-5" 29 2� E/1o'-1o" 41, 36 j 29 F 8'-0" 28 j '26 B 10'-1 29 25, E/ 11'-7" 36 K 29 F 7'-9" 32 K 27 B 10'-6" 36 K 229E10'-2"7, 11'-2" 36 K 29 F 7'-5" 32 K 27 Bi 1 36 K 26 �9 E / FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —[�]— FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING 14AY 0 6 2009 ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG T-4" SO x T-6" SO x 4'-0" SO x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP AND ATTACHED 4'-0" SO x 4'-7" SO x 5-0" SO 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: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG POST SPACING TABLE FREESTANDING 10, 20 & 30 psf DURALUM PRODUCTS, INC. 1MR14.40.7n7i SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. ...., 90.100 8110 MPH FAX SHEET 24 OF 30