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09-0058 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 a -.4u�/1,IGV BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011: ' INSPECTIONS (760) 777-7153 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 Profes ' nalsCode, and License is in full force and effect. License Class: C51 Lic49379 ate: k'46. '4 Dntractor: OWNER -BUILDER CLARATION 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 dwner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.).' 1 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: LQPER IIT 1/26/09 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 IST COMP INS Policy Number WEN0003727-03 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation ovisions of Section /Q0 of the Labor Code, . II forth w' o JY with tho ' ovision 09e: Y d//�/j�7 scant: WARNING: FAILU ER T�CURE WORKERS' C PENSATION COVERAGE IS AWFUL, AND SHALL.. . SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the. conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. - 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance'of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to compl with all city and county ordinances and state laws relating to b 'Iding constructi her by u orize repre tatives of this cc u ty to a ter upon the above-mentioned proper inspects se . te: G 5�.4 (Applicant or Agent): Date: Application Number: 09-00000058 Owner: - Property Address: 81529 RUSTIC CANYON DR ROBERT GIARDINA C' - APN: 764-280-999-52 -300236-_ 81529 RUSTIC CANYON DRIVE Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: MEDIUM HTl;H 1lRNRTTv RES rt Application valuation: 6198 Contractor: ii Applicant: Architect or Engineer: LA QUINTA PATIO COMPANY 40133 CALLE LOMA ENTRADA tai.: CZ5 nn `f^ BERMUDA DUNES, CA 92203 (760) 863-4335 D r LiC. No.: 449379 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 Profes ' nalsCode, and License is in full force and effect. License Class: C51 Lic49379 ate: k'46. '4 Dntractor: OWNER -BUILDER CLARATION 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 dwner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.).' 1 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: LQPER IIT 1/26/09 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 IST COMP INS Policy Number WEN0003727-03 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation ovisions of Section /Q0 of the Labor Code, . II forth w' o JY with tho ' ovision 09e: Y d//�/j�7 scant: WARNING: FAILU ER T�CURE WORKERS' C PENSATION COVERAGE IS AWFUL, AND SHALL.. . SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the. conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. - 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance'of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to compl with all city and county ordinances and state laws relating to b 'Iding constructi her by u orize repre tatives of this cc u ty to a ter upon the above-mentioned proper inspects se . te: G 5�.4 (Applicant or Agent): Application Number . . . . . 09-00000058 Permit PATIO COVER PERMIT Additional desc . Permit Fee 90.00 Plan Check Fee 58.50 Issue Date' Valuation . . . . 6198 Expiration Date 7/25/09 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 275 S.F. ALUMAWOOD LATTICE SHADE STRUCTURE @ REAR OF SFD & 191 S.F. LATTICE SHADE STRUCTURE @ ENTRY COURTYARD ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .61 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 1.61 .00 .00. 1.61 Grand Total 150.11 .00 .00 150.11 Bin # Permit # m City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address:' /�a2 VS [! N O J�� Owner's Name: A. P. Number. Address: g/S'z9 V.$—'l L' CAJUMA/ Dk- City, ST, Zip: /—`Q- V�N� l¢ gZZS 3 Legal Description: Contractor: L 14 UI AJ T1Pr PAT Telephone: Address: 40 - r 3 3 C4 LL L`_ �- IVIA E N T ILA-© Project Description:0) City, ST, zip: I N a 1 o c A- q a o i>� S 1'Z v cTc� T Telephone: 7 � - S 7 4(- U -13 ? '7 -7 3 7 City Lic. 4: State Lic. # : 1 / V GT V OUB ! t`tc �. 2 r., Designer. Fddress: Cot✓ JZ% Yom- 1 `T l S F Zip: Construction Type: Occupancy: Telephone: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: Sq. Ft.: '�'�� #Stories: #Units: Name of Contact Person: 16-R-1-70—� // a -7 L4 _ / p 43 Estimated Value of Project:- c0 O7. Telephone # of Contact Person: APPLICANT: DO NOT WRITE BELOW THIS LINE PERMIT FEES TRACKING. # Submittal Req'd Rec'd Item Amount Plan Check submitted Plan Sets Reviewed, ready for corrections Plan Check Deposit Structural Calcs. Plan Check Balance Called Contact Person Truss Calcs. Construction Energy Calcs. Plans picked up Mechanical Plans resubmitted Flood plain plan 21' Review, ready for corrections/issue Electrical Grading plan • Plumbing Subcontactor List Called Contact Person S.M.I. Plans picked up Grant Deed Grading tLo,A, Approval Plans resubmitted Developer Impact Fee ''' Review, ready for correctionsfissue IN HOUSE:- A.I.P.P. Planning Approval Called Contact Person Pub. Wks. APpr Date of permit issue School Fees Total Permit Fees TOM CAMPBELL &. ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters 4 This letter affirms that the Duralum Products, Inc. patio covers, installed at the site address noted below, with solid roof panels or lattice purlins, as cited in the attached standard plans identified as Job No. GF07-0674 and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum Design Manual, ADM -01. The standard plans accompanying this letter must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the const, uction 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 ancharter.net should you require additional information. Sincerely, llz�— Tom Campbell, PE Site Information Owner's Name Address City/Town State No. 37848 '' ;N' EV. 3131/09 CIVIL "'-OF CAUF�' C o C7 z '� -n p ZM90 ,� �m z® M -v 8" ROUND COL. WITH 3X3 STEEL POST INSERT CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY f1! z w o' Q Ln U .L J7 C0 .91-5111- 2 N F ITY OF LA QUINTA ILDING &SAFETY DE FOR CONSTRUCTION DATE BY PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: 1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE. 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS. LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN LOADS: 11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H. ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. F E1 14 2J33 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: - 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. DESIGN -CONSIDERATIONS: MATERIAL SPECIFICATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 50 SQUARE FEET. 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. "RIDGED THEY ARE REGISTERED WITH -THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 17. COVERS ARE DESIGNATED BUILDINGS' AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. PATIO COVER SYSTEM AS MFG. BY: 18. COVERS SHALL NOT BE INSTALLED I NEAR HILLS, RIDGES AND ESCARPMENTS AS 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. DEFINED IN ASCE/SEI SECTION 6.5.7.1..7.1. 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO -COVERS NOTED HEREIN ARE ")O� 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. DESIGNED (AS PEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21 THE RATIO PRO ECT ON OR PATIO OH COVER MEAN (.) DIVIDED BY THE PATIO COVER STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27, ASTERNERS: ) SHALL NOT EXCEED ONE 22. THE RATIO (UP). PATIO COVER LENGTH (L FT I HW1pEg$��y (�p�gTlO COVCR�ROJE.CTION , ALUMINUM DULTS SHALL BE 2024-T4; CITY OF s ,N�� STEEL BOLTS SHALL BE ASTM BE A LA HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. BUILDING & SAFETY DEPT. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. APPROVED B. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI STAINLESS STEEL KWIK7B OR APPROVED EQUAL.) INSTALLED WITH SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION FOR CONSTRUCTION DATE BY NOTES: ALL COMPONENTS ARE INTER •A; GAB4=C—f I"If�n R -w4 --,F uc-IFc I.C.C. E.S. EVALUATION DRAWN BY: K.K. . TOM CAMBELL & ASSOCIATES, INC.. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. JOB NO. GF07-0674 SCALE: NONE REVISED BY: K.K. & D.P. RANCHO CUCAMONGA. CA (951) 7412107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 90,100&110MPH (916) 452-7021 FAX 403.1519 sales@duralum.com SHEET 1 OF 29 RAFTER, SEE TABLE MAX PROS. ' SEE SCH U • RAFT ' '� ' SEE SCHEDULE FOR SIZE AND SPACING FORSIZE�LE�•y - O P E -N LATTICE -SPACING TYPES ST//v AND - �� eU/<MAXD y .3 I RAFTER, SEE TABLE • / MAX PROD FX'ST/NG SEE SCHEDULE Bv�<OrA,G NOTE THIS OPEN LATTICE -TYPE STRUCTURE G SE SC EDULE MAY NOT BE ENCLOSED OR COVERED. - •' . 7,q 25 OF SPAN O.H ` • -. .+„ w RAFTER, SEE TABLE FOR SIZE O,c 25% OF SN • Opp S OLF \ Tsp RNq,I, +- AND SPACING T qC/ 1 .a'. .?S�Opp .. G G• • G 25% OF MAX. O.M. . •OOSF•4y„ 2S% OF SP TSp - POST��HEIGHT �,� SCHED` ' <`^OG• il> FS G qCW G O OST . 'EE - - _ xPOST HEIGHT - _ - HEIGHT ' 76 SEE CH DULE \ O. LENGTH OF STRUCTURE VARIES O 60. •O� G. • - 16 , • • 1 ' OST WITH SIDE- - °LF - tl OG. • PLATES SEE DETAIL p° SFF LENGTH OF STRUCTURE VARIES .1 T�(qC/'\'G- F IIVIIIIWIryI O 3 12' SLAB ATTACHMENT NOTE: EACH COMPONENT IS INTER- p i -- - MAY BE USED WHERE � CHANGEABLE WITH ANY OTHER sFF p0 POST WITH SIDE- s sT + PLATES SEE AIL + � F Sp , FT i $O ouLe �Fc/NG C SPERIEE sc COMPONTENT UNLESS OTHERWISE SHOWN. <F6yG I\ y` _ O(� NOTE: EACH COMPONENT IS INTER- p 312'SLABATTACHMENT °ST ST CROSS -SECT .SEE POST DETAI r FOOTING WHERE REQUIRED, .— ! SEE SCHED. FOR FOOTING CUBE SIZE MAY BE USED WHERE CHANGEABLE WITH ANY OTHER `rFFT Spq I PERMITfED- • SFFT SpgC/ OPEN LATTICE -TYPE PATIO COVER q RONTENT UNLESS OTHERWISE SHOWN.. ge�FGroG SEE SCHEDULE - POST CROSS-SECTION, �Qfy, NOTE: THISOPEN'LATTICE-TYPE STRUCTURE ' SCALE: NTS `MAYNOT BE -ENCLOSED OR COVEREDm. , FOOTING WHERE REQUIRED. •00 SFFT • SEE SCHED. FOR FOOTING CUBE SIZE 3 1/2' SLAB _ -TYP_CEz"E' TATTACHED-SINGL`E SPAN LATTICE STRUCTURE,TYPE "F: ATTACHED MULTISPAN LATTICE STRUCTURE NOTE: EACH COMPONENT IS INTER- p ° MAY BE USED 0. / `! ` �- '•'�. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE F E 9 1 lvt C ' 1 MAY NOT BE ENCLOSED OR COVERED. MAX PROD + . F RAFTER, SEE TABLE MAX PROS. ' SEE SCH U ` .y _ . NOTE: THIS OPEN LATTICE -TYPE STRUCTPJRE L ,y; '� ' SEE SCHEDULE FOR SIZE AND SPACING _.i L`- MAY NOT BE ENCLOSED OR COVERED. , r G - �'- ; • i y .3 I RAFTER, SEE TABLE ' 2Sq xf MAX. O.PAH. ' O.H •9.1' J FORSIZE NG . O,c 25% OF SN _ OH �•9C .a'. .?S�Opp • G 25% OF 03.1519 selesLaltlurelum.com SPAN - - O OST _ - HEIGHT SE HEDULE • OST HEIGHT • • 1 ��� ® SE HEDULE tl OG. 16 LENGTH OF STRUCTURE VARIES O . _ O(� • J ..� p°S _ ST CROSS -SECT .SEE POST DETAI LENGTH OF STRUCTURE VARIES - 'ggy�,,Iyyy'IIj'1j • SFFT SpgC/ POST CROSS-SECTION, •<F 't'G - •00 SFFT SEE POST DET L 3 1/2' SLAB sOgGy NOTE: EACH COMPONENT IS INTER- p ° MAY BE USED �( AG CHANGEABLE WITH ANY OTHER s FF CONSTRAIN F M1AY BE USED COMPONTENT UNLESS OTHERWISE SHOWN. q c/hG ' l� FOOTING. SEESCHEDULE NOTE: EACH COMPONENT IS INTER- pos TO CONSTRAIN Tsp - FOOTING. SEE e - - OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER ' SFF , TgS�eC/NG I SCHEDULE FOOTING WHERE REQUIRED SCALE. NTS . SEE SCHED FOR FOOTING CUBE SIZE COMPONTENT UNLESS OTHERWISE SHOWN. , FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE, TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE LC C. E.S. EVALUATION, DRAWN BY: KK TOM CAMBELL 8 ASSOCIATES. INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 REPORT NUMBER DATE: 101232007_ COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE • 10. 20 830 psf DURALUM PRODUCTS. INC. - SCALE NONE RANCHO CUCAMONGA, CA 1951) Tai -2107 STRUCTURES HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO. CA 95626 SHEET 3 OF 29 • - REVISED BY: K.K. B.D.P. 90,700 8 110 MPH (916) 452.7021 FAX 4 03.1519 selesLaltlurelum.com SOLID PANEL TYPES ATTACHMENT CHANNEL (ENG ALUMINUM SEE DETAIL Aryp TM OF S ROOF PANEL TME R JEC O SE IE RE VARIES SEFOR SS HEDULESPANS TION /F ENC(OSEO O. SPAN "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE -� SE POSTSCHSPACINGR SES [� v m O N, NOT /'OS OF SpANC EO OPTIONAL: CANTILEVER BEAM m SCHEDULE R v SQ. POSTS, SIZE VARIES SEE SC/{E�u`�S NOTE: EACH COMPONENT IS INTER - SEE OST SPACING = _ CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 05% X X 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: I.C.C. E.S. EVALUATION OF SPAry CEED N V PERMITTED. SINGLE POST TO CONSTRAIN SINGLE POST REPORT NUMBER DATE 10/232007 SEE SCHEDULE SEE SCHEDULE SOLID PANEL 10.20 8 30 psf H SCHEDULE MAX. HT.= 12' SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95626 SHEET 2 OF 29 :'NO SPLICE AT THIS r f POST AND AT END BAYS. QQ FOOTING WHERE REQUIRED ✓ FOR FOOTING CUBE SIZE 90, 100 8 110 MPH ���v0 SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE7S�.� ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SQ. POSTS. SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE nt VARIES (MAY /VOT BE ENC(pSEO ) SEESCMDULE ED SE POSTSCHSPACINGR SES FOOTING WHERE REQUIRED _BE BEAM O N, NOT ALTERNATE:2g% OF SpANC EO SINGLE POST SEE SCHEDULE SEE SC PACING NOTE: EACH COMPONENT IS INTER - NOTE 0 SPLICE AT THIS SO. POSTS, SIZE VARIES POST).ND AT END BAYS. ATTACHMENT CHANNEL ALUMINUM SEE DETAIL'S. SHT 7 — ROOF PANEI MIN. 0.5" SLOPE PER FT SEE SCHEDU FOR SPAN; NOT TO EX OF SPAN SEE DETAIL FOR SPI SO. POSTS. SI; 3 1/2" SLAB ATTA MAY BE USED W PERMITTED. SEE SCHEDULE MAX. HT.= 12' es�E� 14 20C 1\�1G WHERE (.4 � EDULE FOR FOOTING CUBE SIZE A`O. 14 li ;='_ it . - �4 , ' ;YP'E "B" ATTACHED MULT r �4 ALUMINUM r ROOF PANEL MIN. 0.5` SLOPE PER FT. ". 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. "`n OF ST H RUCT URE VARIES (AIA V Nor BE ENCLOSED I OPTI NAL: CANT E\ SEE SCHEDULE FOR POST SPACING O 25�"O 7'sp gIINIEkCEE NOTE 0 SPLICE dAT THIS POST I JD AT END WS. FOOTING WHERE REQUIRED _BE SEE DETAIL FOR SPLICE -� FOOTING WHERE REQUIRED _BE BEAM SEE SCHEDULE FOR FOOTING CUBE SIZE POST SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SC PACING NOTE: EACH COMPONENT IS INTER - 112 x 9" STEEL ROD SO. POSTS, SIZE VARIES hEpu(E` CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. 3 1/2" SLAB TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION I.C.C. E.S. EVALUATION DRAWN BY: K.K. MAY BE USED ALTERNATE: LIVE LOAD = TO CONSTRAIN SINGLE POST REPORT NUMBER DATE 10/232007 EE SEE SCHEDULE SOLID PANEL 10.20 8 30 psf H SCHEDULE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. "`n OF ST H RUCT URE VARIES (AIA V Nor BE ENCLOSED I OPTI NAL: CANT E\ SEE SCHEDULE FOR POST SPACING O 25�"O 7'sp gIINIEkCEE NOTE 0 SPLICE dAT THIS POST I JD AT END WS. FOOTING WHERE REQUIRED _BE /'V1 J FOOTING WHERE REQUIRED _BE SEE SCHEDULE FOR FOOTING CUBE SIZE /�/ SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 112 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 W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL 8 ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 REPORT NUMBER DATE 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10.20 8 30 psf DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95626 SHEET 2 OF 29 REVISED BY: KK 8 D.P. 90, 100 8 110 MPH (915) 452-7021 FAX 403.1519 sates@ouratum.com 'LR -A- FTERSPANS FOR OPEN,- LA�TT4I-C-E_COMME-R-I-CA.L_& PATIOS 0100 10 MPH 6 EXPOSURE B &'C fi5 ALUM MALLOY- 04H6 II I ��6 5_.Il I 3 0"2_ ::OEQUAL`MAX 2. w I8.0 *SEE NOTE BELO" w r i • ALUM ALLOY 3004-H36 '� - •+� ALUM ALLOY 3004-H36 024" ' ' 024" OR EQUAL - - .042" i, p E.032" OR EQUAL 042'• ~ 032" A ` * SEE NOTE BELOW' + ' 2 x 6 1/2'!RAFTER CIOw? DBL. 2 x 6 1/2 RAFTER -�- rn a� m c c 3 x 8" RAFTER PSF T a f90-MPHt 100 MPH 110 MPH L.L.= "7' n v r9QMP_H 100 MPH 110 MPH L.L.= "T m �' 90 MPH 100 MPH 110 MPH ( ) (INJ w o EXP. B (EXP.0 fEXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) H o EXP. B EXP.Cj EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) a _ o EXP. BI EXP.0 EXP. B EXP.0 EXP. B EXP.0 16" 14,_4„ 13,_0„ 13•-0" 11'-8" 12'-10" 11,4„ 16" „ 20'-3" 18,-4„ 18,-4„ 16,_6„ 18'-1" 16,_0„ 16" 28,_2„ 25,_7, 25,_7, 22,-6„ 25,_2„ 21'_7, :0 024 .042 24" 11'-8" X10'-7 70'-T' 9'-6" 10'-4" 9'-3" 24" 16-6" 115'-0" 15'4" 13'-6" 14'-5" 13'-.1" 10 24" 23-4-120'-10" 20'-10" 18'-9" 20'-6" 18'-2" 16" 19,_1„ 17,-4„ 17'-4„ 15'-6" 17.1„ 15'-4" . - 16" 27.0„ 24'-6" 24'-6" 22'-0" 24,_2., 21'-4" L1032� 24'• .032 •. >✓ 15'-6" 14 21 14'-2" 12,_8„ 13'-11" 12,_3" 24" 22._0" 20,-0„ 20'_0„ . 18,_0" 19,_8" 17'4" 16' 26'-4" 23'-10 23'-10" 21'-6" 23'-0" 20'-10" 16" -15'-2" 15'-2" 15'-2" 15'-2" 15 2" 15'-2l.-16" 21.0" 21'-0" 21'-0" . 27'-0" 21'-0" 21'-0" 042 024 .042 ; 1 24" 21,_6„ 19._6„ 19,-6„ 17'-6" 18,_9„ 17,_0" 20 24" 12'_4„ 12.-4„ 12,-4„ • 12,_4., 12'4" 12'4" 20. 24" 17.7, 17.7' 17'_7, '1T-2" 17.7, 17•_7, 16" 10,_8 10,_8" -10,_8„ 10,_8„ 10,_8" 10,_8„ 16" 20,_7, 20,_7, 20,_7, 20,_7, 20,_7' 20,_7' .024 032 24" 8,_9„ 8,_9„ 8,_9" 8, 9,. 8, 9„ 8,_9" 24" 16,-6„ 16,-6„ 16._6,. 16'-6" 16,-6„ 16_6„ 16" 14'_3" 14,_3„ 14'-3" 14%3" 14'-3" 14'-Y 16" 12,_5" 12'-5". 12'_5, 12'_5, 12,_5" 12'-5" 042 16 20 .032 24„ 17.3„ 17'-3" 17.3 17.3" 7 7'_3„ 17.3„ .024 11'-8" 11' 8" 11,_8„ 11' 8" 11,_8„ 11' 8" 30 24„ 10,_7' 10'-2" 10'-2" 10,_2" 10,_7, 10,_7, 30 24 14,_7, 14,_2' 16" 19,_8„ 19,_8" 19,_8„ 19'-8" 19,_8„ 19''-8" 16" 16,_7, 16,_7, 16,_7" 16,_7' 16,_7' 16,_7, 042 24" . 16,_1„ 16'-1" 16,_1" 16,_7„ 16 1" 16 _1 032 24 13,-6„ 13.6' 13.6' 13'-6" 13'-6" 113'-6" j • 76" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 024 t ENGINEER'S-N0TE:'WHHERE SINGLE RAFTERS ARE:SHQWN`DOUBL'E RAFTERS-WITH_3':MAX._SP_ACING V 24" T-2': 7'-2" T-2" T-2" T-2" 7'-2" BETWEENMAY BE_USED.AT•32" o:c.FOR=48"o c SO LONG AS SINGLE.RAFTER_SPANS ARE`NOT°EXGEEDEO. 16" 111_91, 11'-9" 11'-9" 111_91, 111-9" 11'-9"- 30 .032 ' 24" 9'a" s'-7" 9'-7" 9'-7" 9,_7" 9'•7„ . ,;.,.. \F - 1 - 1 �8 - 16" 13'-6" 13,x„ 13'-6„ 13'-6.. 13'-6" 13'-6" ` c PROJECTION w �ti.042 - } �-� 1 SPAN �: 3.3" 7 3.3„ 13.3„ 13.3„ 13.3„ 13'-3" ; ;.:, ; (`,O r i o.H. `i 9 3i348 [- m A mos.• rr7 i . WIDTH TRIBUTARY= - 2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN j' h I.C.C. E.S. EVALUATION - TRIBUTARY WIDTH ' .,.: LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10234007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - 10. 20 8 30 psi DURALUM PRODUCTS, INC. JOB NO GF07.0674 ' " SCALE' NONE RANCHO CUC.AMONGA. CA (9511741-2107 RAFTER SPANS HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 REVISED BY: K.K. B D P - 90. 100911OMPH (916)452-7021 FAX 403.1519 sales@duratum.com SHEET OF 29 WIDTH TRIBUTARY= - 2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN j' h I.C.C. E.S. EVALUATION DRAWN BY: K K, TOM CAMBELL 8 ASSOCIATES. INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10234007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - 10. 20 8 30 psi DURALUM PRODUCTS, INC. JOB NO GF07.0674 ' " SCALE' NONE RANCHO CUC.AMONGA. CA (9511741-2107 RAFTER SPANS HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 REVISED BY: K.K. B D P - 90. 100911OMPH (916)452-7021 FAX 403.1519 sales@duratum.com SHEET OF 29 PANELFASTENERS 24" 24" TRI -"V" PAN L.L.= PSF 90- MPH 100- MPH 10 #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. 30 #12 S.M.S. #12 S.M.S. 90/100/110 MPH 750" ;.:•�.SC;FE� x.240" ��07 . 110- MPH C• /�/`V�j r % tri* #10 S.M.S. aFE6 14 2608 4. #12 S.M.S. Al" v. #12 S.M.S. w1% ',.''SKYLIGHT DETAIL lZ X ,S 1/Z VV I-VAIVCL L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER EXPOSURE B & C .075" -1 .860" .440" 6.00" - OPTIX® PRODUCTS ACRYLIC PER R9.250 I.C.C. E.R. 5411 OR EQUAL SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS 100- MPH t=.020" t=.024" t=.032" #10 S.M.S. #10 S.M.S. 6" 8" 6" 8" 6" 8" 6" 8" 10 10'-2" (916) 452-7021 FAX 403-1519 sates@duralum.com 12'-9" 13'-4„ 14'-7" 20 8'-10" 10'-3" 11,-4" 12'-3" 30 T-1" 8'-4" 9'-10" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS I.C.C. E.S. EVALUATION L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S I.C.C. E.S. EVALUATION DRAWN BY: K.K TOM CAMBELL &ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS t0, 20 830 psl HORIZ. '✓JIND = DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 SCALE: NONE REVISED 8Y: K.K. 8 D P. RANCHO CUCAMONGA. CA 1951) 741-2107 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sates@duralum.com SHEET 5 OF 29 HANGER CHANNELS AND MOUNTING BRACKETS 1.50" WALL FASTENERS 078• � 2.740" I ALUM. 3004-H36 SEE TABLE .300" 06 .633- 1.50" .25'•R .05' (= 0.04" ,01090" '202 #10 SMS @ PANEL W DIA. T=.060" _ LOCKS OR #8 SMS 04- (2)N o 563" AT EA CONTACT WALL FASTENERS N c� `O .281 .20 21 5 SEE TABLE o b WALL -� CONTINUOUS A- RAIL O N FASTENERS ALUM.ALLOY ROOF PANEL 3 (WHERE OCCURS) 'O 6063-T6 a _ ALUM.ALLOY APPROVED 3` OR 4" j") 060" I_ 6063-T6 INSUL. ROOF PANEL O ` O - ALUM.ALLOY o O uto OMO C. DONT°OT . w buu3-TG ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER CI #10 SMS T&B oiin" AT 12" O.C. R.F. OR -EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \ ALUM. PANEL 2x OR 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTIO EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA " AT WOOD STUD OVERHANG AT MASONRY OR f DESIGN W/ SIMPSON A35 16" O.C. 16" O.C. CONCRETE 14'-5" LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 A C C E H H J J K 90 B C C E H H • J J K 110 D C C G H H J J K 24" O.C. 2'4" 23'-1" 22'-1" 13'-5" o DESCRIPTION OF LAG SCREW SEE NOTE BELOW) zz A=1/4"0x1 1/2"@12" O.C. E=3/8"0x2 1/2"@16" O.C. J=1/4"0x1 1/8"@16" A.B. w<B=318"0x1 1!2"@16" O.C. F=7/16"0X2 1/2"@16" O.C. K=1/4"0x1 1/8"@12" A.B. <N5, C=3/8"0x1 1/2"@12" O.C. G=7/16"0X2 1/2"@12" O.C. 1i-Fn�- D=7/16"0x1 1/2"@12" O.C. H=3/8"0x2 1/2"@12" O.C. EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2 x 4 FULL OR 16" O.C. V-6" 14'-5" T-7" 4'-5" 2'-0" 8'-5" 4'-4" 2'-4" 2" x 4" FULL OR 24" O.C: V-6" 8'-2" 4'-3" 2'-5" T-0" T-9" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-5" 9'-1" 5'-6" 2'x8" FULL 24" O.C. 2'4" 23'-1" 22'-1" 13'-5" NOTE: 10, 20 & 30 L.L.= 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"Ox5" LAGS 3" APART VERT. AT 16" O.C. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS). SECTIONS 9.1.2 & 11.1.2. I iiC;a�� j.j rci4b log T0#-C.L'.=(2)#8`SMS-EAxSIDE V 1 1/2" 20#/30#L.L.=(2)#10 SMS EA. SIDE -� 3/16" 8„ 0 STEEL 0 114"0 HOLES.TYP. 3/4" OR 1 1/2" � 0 NOTE: PROVIDE WATER 8'` O O PROTECTION METAL FLASHING I 2x6 112" O (' CAUCK JOINTS AND SLOPE OR 8" I TO DRAIN RAFTER TYPICAL BRACKET AT.EVERY 2x 1 1/4" MAX. DIST. --_—--------- TO FIRST POST \ COVER SUPPORT BEAM OR WALL ' EAVE LENGTH 12'-(` . ..L.. MAX. 2-#20x3' WD. SCREWS L.L.=20 2x6 OR 2>,6 LEDGER & 30 PSF 2-#14x2 314" WD. SCREWS ALL RAFTER OTHER DESIGN LOADS. (3)-#1 x3 12" W.S. (pq-#OCOVER RAF_TERdTO _i VI CONNECTIO '3 r : NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED 4O BRACKET CONNECTION BELOW AFTER W/ SAME CONNECTION'S. I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL &ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO GF07-0674 REPORT NUMBER DATE. 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 10.208 30 DURAL PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) ; at -2101 ATTACHMENTS HORIZ. WINDD = 8269 ALPIN NE AVE., SACRAMENTO. CA 95826 SHEET 7 OF 29 REVISED BY. K.K. B D.P. 90. 100 8 110 MPH (016) 452-7021 FAX 403.1519 sales@duralm.com C=0_LQ_MN-/-P0S-T_l_:Y_PES-&-S- U--R---F- A -C E=M-OU-"NT=A--'-T-T-A-C-H-M-E-NT- __ -_-AJC S, I-3 -1-2-1 t: 3.00"SQ. .032" _024- #10 1 5 3.00" SQ. 3.00" SQ. ('p 88 �.2,01"S)Ml. --Jl ocr_l (Y II 6,5" 3" A. SIDE E E, O075" H H =3"SQ.xt=.250' J =4"SQ.xt=. 188' .032" ---ATOM. 14"R 0 ALUM. K =5"SQ.xt=.188';, TYP. .040" ALUM. T0; .048"STEEL O -024" 51 PLASTIC PLUG t12;�O O 3.0".4.0" OR 5.0" 1 3" SQ. ALUM. POST 3" SQ. ALUM. POST 3" Q. ALUM. POST ALUM. ALLOY 3004-H36 MAG POST V—SQUARE ALUM. ALLOY 3004-H36 WITH SIDE PLATES DO 3" SQ. STEEL POST 3" SQ. ALUM. POST STEEL -POST, ALUM. ALLOY 3004-1136 AST -_M -A653 -SS GRADEj40 ASTM A653 SS UR—AUE-40 ALUM. ALLOY 6063-T6 LW'91M. ALLOY 3.00" OR 5063-T5 2.40" 1.375" rt 7/16"OHOLE .56" 2 FLANGES 0 0 0 2 1/8" APART 0 75" 1.125" ASTM A653 SS GRADE 40 STEEL 1125- c _V_ 4 0 75" 75" BASE FLARES 1.60" .157 t�K TO 3"V\nDE EA. 1.50 TYP ---SIDE OF FLANGES (;R4 NSTALL WASH. PLATE INSTALL WASH PLATEWnla n" T, Typ. JUSEFOR .75" Po 37 STO L N Y .0901, '1�v" x 5/16" x 5X" WHEN USING 5.501, T, 1-7/16"0 HOLE 4! 110 MPH WIND AREA2-" CL 2- 5/16"0 HOLES_x HOLES .090" BRACKET FOR 3" POSTS TY3/8P. EA. SIDE ALUM "T" BRACKET STEEL "T" BRACKET (5) =06o T_ P YE -::= (3)-3/8" LAG SCREWS OR 4)-1/4- 2 1/8" 2 1/8" LAG SCREWS "T' BRACKET (2.5" PENE. INTO WALL) @ 3"SC. POST W/ 3" (2)-#12 SMS EA 3** SO. ALUM POST L 6" POST SIDE OF OR 1/4" M.B. THROUGH POST x w IF I Z7 GA. 18") 0 ROD 3/16" 10411/16" SOL 0 AUGER PARTS PAINTED 20 " "RUST-0-LEUM"OR EQUAL 3'*SQ.POST BRACKET: 2112"x2l/2" OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. x 7 GA. STL. OR ELECTROPLATED > PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA. 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 9.'Xl 6"x7 GA 3/16"_16- 3" x 8" ALUM. HEADER STEEL PLATE SINGLE PASS WELDED NOTE: ASTM A36 "H"BRACKET RAFTER BRACKET ANCHOR AUGER PARTS PAINTED AUGERA MAY BE USED WITH WSO. ALUM. POST "RUST-O-LEUM" ONLY. OR HOT DIPPED GALVANIZEDOREQUAL NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED STEEL FOOTING SEE CONC. SLAB POST SPACING TABLE FOR SPACING. I.C.C. E.S. EVALUATION DRAWN BY, KK TOM CAMBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: I JOB NO GF07-W74 REPORT N UMBER DATE 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN I 10, 20830 pst DURALUM PRODUCTS, INC. SCALE NONE REVISED BY* K K &OP RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ..VllND.=P. 1 90, 100 8269 ALPINE AVE.. SACRAMENTO. CA 95826 .(91.6)452:7021 FAX403-1519 sales(LDCumtum.co. SHEET 8 OF 2 "T" BRACKET @ 3"SO. POST W/ 3"SQ. POST(2)-#12 SMS EA. SIDE OF POST OR 1 1/4" M.B. THROUGH POST BOLTS, O4F BRACKEETRTO SLAB EACH 4 SLAB SHALL BE IN GOOD CONDITION 3 1/2" MIN. EXISTING SLAB _ ' ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30,E 34" 47" SO. 32" 36" 51" SQ. 34" 38" 55" SO. 37" 40" 60" SQ. 39,E 42" 64" SQ. 41" 44" 69" SQ. 43" 'CUBE FOOTING Wr 3 12^ SLAB W SO. POST — SEE NOTES BELOW ALUM.-rBRACKET USE WITH POST TYPE B.C,O. OR E STEEL."rBRACKET USE WITH POST TYPE B.0 D.E.F.G.H J OR K. ALUM.^T"BRACKET' USE (2 -3/8"0 HILTI KWIK BOLTS OR EQUAL STEEL."RACKET: USE (2)-3/8"0 HILT] KWIK BOLTS OR EQUAL ( 2" MIN. EMBEDMENT DEPTH FOR KWIK BOLTS POUREDCONCRETE FOOTING SEE NOTE FOR SIZE SEE FOOTING SCHEDULE QUARE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING &'ANCHOR BOLTS FOOTING SIZE SINGLE POSTS BOLTS PLT. SIZE I MAYBE USED WTfH POST TYPE, SEE SHT. 23" & 24" CUBE (2)-12"0 PULL-OUT= JOB NO. GF07-0674 625# MAX. EACH 25" _ 30" CUBE (4)-12"0 PULL-OUT= BRACKET WITH 3X8 BM. W/INSERT. MAG. BEAM, 4" OR 625# MAX. EACH 31" - 34" CUBE (4)-5/8"0 PULL-OUT= Lu 865# MAX. EACH 31/4- (4)-3/4"0 PULL-OUT= 35' • 39" CUBE 1375# MAX. EACH (4)-3/4"0 PULL-OUT= 40' - 42' CUBE 1835# MAX. EACH NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -II OR EQUAL. SPECIAL INSPECTION REQUIRED PER I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. USE POST TYPE F. G,H.JORK 1/2 DEPTH OF FOOTING OR 12" MIN. EMBD. I\1 I ;- u- C 1-mI'L►J (3)-5/8"OBOLTS FOR POST TYPE J _ 415.. (2)-12"OBOLTS FOR ALL OTHER CONDITIONS Z1. T 16" INSERT X.18811 ASTM A36 STEEL 3116- V ATM A36 STE 3- SQ. POST (STL.)' - OR FLUTED DR 4" SQ. POST (STL.) INSERT PL.1/2"THK. 16- 112" 7" 112" 1 12" WELDED STEEL BASE PLATE NOTES. BASE PLATE SCHEDULE PLT. SIZE I MAYBE USED WTfH POST TYPE, SEE SHT. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 0 10-SQ.xl2" B. C. F. G COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BRACKET WITH 3X8 BM. W/INSERT. MAG. BEAM, 4" OR u J W o 12"SQ.xl2" B. C. D, F. G. & H EMBED. Lu w 31/4- AND EMBEDMENT HORIZ. VIAND = INSTALL WASHER PLATE 2" X " X 0'-5,'x" AT STEEL'T' 3 114^ REVISED BY: K.K. 8 D.P. BRACKET. 90, 100 & 110 MPH a 1A 12"0M. B. BASE PLATE ANCHOR w C' DO NOT USE STEEL "r BRACKET W/ 7" I -BEAM. LONG. 1" 4 3/4' SQUARE ANCHOR BOLTS (SIZE & TYPE 3M END FES 141 SEE FTGS. POST SCHED. I\1 I ;- u- C 1-mI'L►J (3)-5/8"OBOLTS FOR POST TYPE J _ 415.. (2)-12"OBOLTS FOR ALL OTHER CONDITIONS Z1. T 16" INSERT X.18811 ASTM A36 STEEL 3116- V ATM A36 STE 3- SQ. POST (STL.)' - OR FLUTED DR 4" SQ. POST (STL.) INSERT PL.1/2"THK. 16- 112" 7" 112" 1 12" WELDED STEEL BASE PLATE NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION NOTES. BASE PLATE SCHEDULE PLT. SIZE I MAYBE USED WTfH POST TYPE, SEE SHT. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 1, DO NOT USE ALUM. 'T' 10-SQ.xl2" B. C. F. G COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BRACKET WITH 3X8 BM. W/INSERT. MAG. BEAM, 4" OR 10, 20 8 30 psf 12"SQ.xl2" B. C. D, F. G. & H EMBED. 7" I -BEAMS. 2. POST TYPE E 18"SQx12" B. C. D. F. G. & H 31/4- AND EMBEDMENT HORIZ. VIAND = INSTALL WASHER PLATE 2" X " X 0'-5,'x" AT STEEL'T' 3 114^ REVISED BY: K.K. 8 D.P. BRACKET. 90, 100 & 110 MPH FREESTANDING 4' 3. POST TYP.EF BASE PLATE ANCHOR DO NOT USE STEEL "r BRACKET W/ 7" I -BEAM. 4 3/4' ASE PLATE ANCHOR BOLTS (SIZE & TYPE FES 141 (4)- 3/4"0 HILTI IS KWIK BOLT 4 3/4' o _ ; '%�—1.a.�_ �PNot 150 10"x10"x 1/2" PER I.C.C. ESR -1917 (4 314" EMBEDMENT DEPTH ) 12^x12"x 1/2" 1"0 HILT] SS (4)- KWIK BOLT PER I.C.C. ESR -1917 'Wr 6 3 fit ° (4 3/4" EMBEDMENT DEPTH) �' " '•:'1 -' 18"xl8'x 1/2" (4)- 1"0 HILT] SS KWIK BOLT PER I.C.C. ESR -1917 (4 3/4" EMBEDMENT DEPTH) NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 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. 8 D.P. 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 salesgdumlum.wm SHEET 9 OF 29 1.52" —.61", GUTTER EXT. CLIP 2.00" SPLICE WHERE - 1.79" OCCURS 73„ 2.57, 2.19" Via" z 04" 065- NP. .038" R.F. GUTTER I— 27- — FASCIA -ALUM. ALUM. ALLOY ALLOY 3004-H36 A 6063-T6 6.5" ROLLFORMED 4.5" GUTTER I— 3 � — r 7 SPUCE WHERE 4" OCCURS 070„ TYP. ALUM. ALLOY 6063-T6 O F 4" I -BEAM Fr (I ii it —a—I o C 8" .i II I is L- -- Ji ALUM. ALLOY 3004-H36 CL 1 OR EQUAL ` L IN/'STL: I SPLICE W OCCI ALUM. ALLOY 6063-T6 7" I -BEAM GUTTER EXT. CLIP SPLICE WHERE OCCURS 4 6" m 3" 04- 3" e" I�-MAX. 3" I�— - a —� .042" ALUM. ALLOY 3004-H36 f OR EQUAL O DBL. 3 x 8 BEAM 204- 0651 TYP ALUM. ALLOY 6063-T6 O MAG. GUTTER C FEB 14 :. <wi :• A�:. `yam• swJ. 1.25" .625" T=14 GA 7.875" ASTM A653 GRADE 50 1 625" --I 2.875" 1-- } I - 3 x'8`BEAM STEELINSERT SPLICE WHERE OCCURS ALUM.ALLOY 6063-T6 MAG BEAM 3.00" SQ. I - 1 14"R TYP. .048" .28" ASTM A653 SS GRADE 40 E O 3" SQ. STEEL BEAM ' I 3.0" — .042" 8.0" 3" I� MAX. 2" i i .032" ALUM. ALLOY 3004-H36 1 OR EQUAL .l DBL. 2 x 6.5 BEAM ALUM. ALLOY 3004-H36 OR EQUAL 3x8BEAM O ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM I.C.C. E.S. EVALUATION ortawN er K.K. To CAMBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG BY: JOB NO F07 -067a REPORT NUMBER DATE. 10123.2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psi DURALUM PRODUCTS. INC. SCALE. NONE RANCHO CUCAMONGA. CA (9511 741-2107 BEAM TYPES HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 0 OF 29 REVISED BY K K. 8 D.P. 90, 100a 110 MPH (916) 452-7021 FAX 403-1519 sales@dumlum.com B-EA.M=TOCP-OST�C-ONNEGTION= DETACLS• I.C.C. E.S. EVALUATION OPTIONAL DECORATIVE FASCIA TOM CAMBELL & ASSOCIATES. INC BEAM TO POST LVE LOALl� O COVER SYSTEM AS MFG. BY: JOB NO GF07-0674 REPORT NUMBER DATE' 10232007 ( WOOD. ALUM OR HARDBORO) 1 111120 8 30LUM PRODUCTS, INC. 3" X 8" X .042"'BEAM, - SCALE -NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENT HORIZ. V�1LPINE AVE• SACRAMENTO• CA 95826 SHEET 12 OF 29 3" SQ. STEEL OR (2)-410 S.M.S. EA. SIDE (4) -TOT. 90, 100 & 152.7021 FAX 403.1519 saleS(a)duralum.com MAG BEAM., - #10 S.M.S. TOP & BOTT. (2) -TOT. 2412 x 1/2" S.M S. EACH SIDE OF 3' ( r #10 x 1/2" S.M.S. TOP ' _ SO. POST (4 -TOTAL)) ALTERNATE: 1/4"0 OLT W/ WASHER. EA. SIDE OF 3" S0. POST & BOTT. (2) -TOT. 1 114" , 50•=, ROOF PANEL 4" 6,1/2" O' 1 +•' 1.10", ROLLFORMED OR EXTRUDED GUTTER - - .75 I . ( I s°"( (4)-#14 SDS @ EA. SIDE FASCIA - .. ALUM. BRACKET X L 3" 50. POST TOP & BOTT. TOT.=16, #10S.M.S.@12"O.C. 231� 261/2"x2"x.024"RAFTER 2-1/0 x 12" S.M.S. EACH SIDE OF 3 - SO. POST (4 -TOTAL ALTERNATE: 1/4.0 BOLT Wl WASHER• ' - e EA, SIDE OF WSO. POST '' RAFTER "TAIL" TO GUTTER 15 3" X 3" ALUM. OR ' STEEL POST 3.Od' OR — 3"SO.POST . - •-.,,, 1`4= ' 3.125" FOR 3 x RAFTER .24d' =��H BRACKET,TOjP- ST--- - ' 2.125" FOR 2 x RAFTER GUTTER FASCIA MAG BEAM 3" SO. POST' 3"SO. STL. BEAM 1 3 ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-H24 %� ,� 1.50 1 112" t =.040"- 6063-T6 28" 28" t = .040" 3004-H36 ALUM. 311 211 211 211 i r + 1 , -'4) - #8 x 3/4" TEK SCREWS , BRACKET TO RAFTER 2"x3" LATTICE TUBE 1 1/2" SQ. OFP2 — }1/2" MIN. LATTICE TUBE; 1 ``t e >f� �#8,xa=sMs+,znr;: �(, ' r.g 4 O : a ` 1 12" OR 2" SO. DR 2"x3" LATTICE �)\� -%'� - - — — — — – @ 3"O.C. MIN. UP TO 7-O.C. MAX o — ----- C'•'i1'� ' 2.750„ p,?)� :;. ;G; s —RAFTER . ' '' �'. `� t •},=''•'�` (4)!-#8 x 3/4" TEK SCREWS LATTICE TUBE TO RAFTER ;�� >''Jr y;BRACKET TO BEAM "U" BRACKET'- RAFTER TO BEAM I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES. INC BEAM TO POST LVE LOALl� O COVER SYSTEM AS MFG. BY: JOB NO GF07-0674 REPORT NUMBER DATE' 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 111120 8 30LUM PRODUCTS, INC. - SCALE -NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENT HORIZ. V�1LPINE AVE• SACRAMENTO• CA 95826 SHEET 12 OF 29 REVISED BY: K.K 8 D.P. 90, 100 & 152.7021 FAX 403.1519 saleS(a)duralum.com SPLICE DETAILS <�) SIMPLE SPLICE FULL MOMENT I I I #10 S M.S. II #12 S.M.S. II (6 TOT. TYP. THICKNESS = .035' #1 TOT II TYP. THICKN IELSS =.035" II 6.38" II + + + ++ + + n + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES ROLLFORMED & EXTRUDED FASCIAS RF -A -NA TCS P()ti I I)t- 1AII ti (IL (2)#10 S. M.S. EA. VALLEY,TY� NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SO. POST.CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I I TO POST W/(2}t/2"0 STL. C -BEAM THRU-BOLTS 3 I TOTAL= (8)-1/2"0 BOLTS G ...... ........................._.........._...... .... ..................................... ......................... ..... rpp 1 1 D9 4 POST 1. 0" BEAM TO POST CONN. SPLICE " 4" OCCURSURS 4 2.00" —.070" ° (t` P:0.37948 r71;I TYP. ti. ;31/09 s, ALUM.ALLOY 6063-T6 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 WHI OCCUF ALUM.ALLOY 6063-T6 7" I—BEAM MOMENT C -SPLICE ` #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8"O.C. 'qAAX. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. 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 —� r ALTERNATE BEAM TO POST CONN. I.C.C. E.S. EVALUATION DRAWN BY'K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER OATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10. 20 9 30 Psr DURALUM PRODUCTS. INC. JOB NO GF07-0674 SCALE' NONE RANCHO CUCAMONGA. CA (951) 741-2107 SPLICE DETAILS 8269 ALPINE AVE.. SACRAMENTO, CA 95826 1(916) REVISED BY: K K. 8 D P 90. 010 8 110 MPH 452-7021 FAX 4031519 salesQduralum.com SHEET 11 OF 29 LC C. E.S. EVALUATION DRAVM BY K.K. TOM CAMBELL &ASSOCIATES. INC. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM REPORT NUMBER ^--------�— f 3"x8"_BEAMw/INSERT� '• COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 'P.SP..ACINC,.7.f:BLE 10. 20 8 30 psi DURALUM PRODUCTS, INC. m O SCALE. NONE REVISED BY: K.KBD.P RANCHO CUCAMONGA. CA 1951)741-2107 ND ATA CHH AND ATTACHED HORIZ. VIAND = 8269 ALPINE AVE. SACRAMENTO, CA 95826 SHEET 24 OF 29 10 p L.L. 90 MPH 90.1008110 MPH (916) 452-7021 FAX 403.1519 sates@dumium.com MINIMUM NO. OF POST m o 0 Z U V g rn MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST SPACING FREESTAND ATT. MAX:POST FREESTAND q�-TT j o FOOTNOTE: ' � ¢ U) 0O SPACING FTG. POST FTG. SPACING FTG. POST FTG. SPACING FOR DBL. FOR 3" x 8" FTG. MOST FTG. J SPACING FTG. S POST TYPE 1 POST TYPE 2 (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2 x 6.5x.032" BEAM (IN.) TYPE (IN.) (IN.) MOST TYPE FTG. (IN•) EXP. 8 EXP. C EXP. B EXP. C 4' 25'-4" 17,-4,, 28 G 22 23'-10" 3'-7" 33 G 23 16'-4" 15'-7" 16'-4' 16'-4" 28 G 20 32,-0„ 3 33 G 27 6' 2 2 2 2 5' 20'-3" 16'-1" 28 G 23 21 21,_1„ 33 G 24 14'-8" 14'-8" 28 G 21 28'-7" 33 G 28 2 2 2 2 13'-11" 14'-8" 7'-9" �. 6' 16-10" 15'-2" 28 G 24 19'-6'9 33 G 24 13'-4" 13'-4" 28 �+ 21 26'-2" 33 28 2 -3'• 12'-8" 13'-4" \7 5,�, G 6' 2 2 2 7' 14'-6" 14'-4" 28 G 25 18,_1„ 1 T-10" 33 G 25 12'A" 12'-4" 28 G 22 24'-2" 33 � 1 �-� 29 2 1'-9" 12'-4" 3'.5, 9' 3 2 2 8' 12'-8" 13'-9" 28 G 26 0"1. 28 G 25 11 "7 11,_7„ 26 G 22 22'-81'-11' 33 G 30 2 11'-0' 11'-7" 10, 3 2 2 9' 11'-3" 13'-3" 28 G 26 15'-1 " 28 G 26 10' 110-4 10' 1 26 23 21'A",-'8 33 30 3 5, 9„ 1o,-10' G G 11• ..3 2 2 10' 10'-2" 12'-9" 28 G 27 15'-2" 28 G 26 10'-4" 10'A" 26 23 20'-3" 33 G 31 3 12, 3 2 2 12'-4" 28 G 28 '-5' 144,-3" 28 G 27 9'-10" 9'-10" 26 G 24 19'-4" 33 G 32 13' 3 9' 4" 9'-10" 18'-8" 4 2 2 12' 8'-5" 12'-0" 26 G 28 13'-9" 28 G 27 9'-5" 9'-5" 2624 G 18'-6" 33 G 32 3 3'-8" 9. 9, 5„ 7 1 14 4 2 2 13' T-9" 11'-8" 28 H 29 28 H 28 9'_1„ 9'-1" 28 H 24 17'-9" 28 H 32 ,s 3 13'-1„ 17'-2" 4 2 3 14' T-3" 11'-5" 28 H 29 12--9>-7„ 28 H 28 8'-9" 8'_9„ 28 H 25 17'-1" 28 H 33 16' 4 _,-'8'A" 8'-9" 16'-7" 4 2 3 15' 6'-9" 11'-2" 28 H 30 12'A"2, 2„ 28 H 28 8'-5" 8'-0" 8'-5" 8'-5" 28 H 25 16'-6" 16'-0" 28 H 33 17' 4 5 2 3 16' 6'-4" 10'-11" 28 H 30 11 111 28 H 29 8'-2" 8'-2' 28 H 25 16'-0" 28 H 34 18• 4 5 2 3 -9" 5,�„ 17' 5'-11" 10'-8" 28 H 30 11'-7' 28 H 29 7'-11" 7'-11" 28 25 15,-6„ 28 34 19' 4 1'-5" 7'-11' H 15'-0" H 5 3 3 18' F-8" 10'-6" 28 H 31 11,_3" 28 H 29 7'-8" 7'-8" 28 H 26 15'_1„ 28 H 34 11'-2" 7,-4„ 7 _g 14'-7" 20' 4 5 3 3 19' 5'-4" lo, -4,, 33 H 31 10'-10" 33 H 29 T-6" 7'-2" T-6" 7'-6" 33 H 26 14'-8" 14'_3" 33 H 35 FOOTNOTE: 20' S'-1" 10'-2" 33 H 31 10'-8" 33 H 30 7,�„ 7,�„ 33 H 26 14' 33 H 35 REQUIRED RED SPER AND OCING MUR MIN. ST EXCEED 10'$" 6'-11"_,,-3.-10" ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE" =;` OR LESSER MUST BE USED FIGURE INDICATES EXPOSURE B '�^ D ���:=� Fit? 7 i 4 0 ZUiiU - - FIGURE INDICATES EXPOSURE C `� COLOTYPE3 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. • y. �yiS NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &.- SHT. 23 FOR FREESTANDING ' LC C. E.S. EVALUATION DRAVM BY K.K. TOM CAMBELL &ASSOCIATES. INC. LGE V '% LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 106 NO GF07-0674 REPORT NUMBER DATE: 10/232007 '• COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 'P.SP..ACINC,.7.f:BLE 10. 20 8 30 psi DURALUM PRODUCTS, INC. SCALE. NONE REVISED BY: K.KBD.P RANCHO CUCAMONGA. CA 1951)741-2107 ND ATA CHH AND ATTACHED HORIZ. VIAND = 8269 ALPINE AVE. SACRAMENTO, CA 95826 SHEET 24 OF 29 10 p L.L. 90 MPH 90.1008110 MPH (916) 452-7021 FAX 403.1519 sates@dumium.com 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' UK LC55 • of II --1- O I- OZ4° U U g a z rn O 7" I -BEAM CUBE FOOTING DBL. 3"x8"x.042'IBM CUBE FOOTING DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM •. SW" BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND ATTACHED MAX.POST SPACING 36" FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN POST TYPE FTG (IN-) MIN. POST TYPE FTG. (IN.) MIN POST TYPE FTG (IN.) MIN. POST TYPE 4• 8'-11" 19'-5" 37 J 24 F 41" SQ. 11'-9" 32 J 22 B 45" SQ. 8'-0" 10'-2" 28 J 19 B 32" 15'-9" 32 J 22 C/E 5• 7. 1.. 17'"4" 32 .J 25 F 10'-6" 32 J 22 B 7'-2" 9'-1" 28 J 20 B 14'-1" 32 23 C//E 6' 5'-11" 15'-10" 32 J 26 F 9'-7" 28 23 B 6'-6" 8'-3" 28 21 B 12'-10" 32 24 C//E 7' 5'-1" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'-0" 7'-8" 26 J 21 B 11'-11" 28 J 25 5/ 61 4'-5'. 13'-9" 32 J 27 F 8'-4" 28 J 24 B 5'-8" 7'-2" 26 J 22 B 11'-2" 28 J 25 E/E 9' 3'-11" 13'-0" 32 J 27 F 7'-10" 28 J 25 B 5'-4" 6'-9" 28 J 22 B 10'-6" 28 J 26 E/E 10' 3'_g" 12'-3" 32 J 28 I= 7'-5" 28 J 25 B 5'-0" 6'-5" 28 J 23 B 10'-0" 28 J 26 E�/F 11' 3'-2" 11'4" 28 J 28 F 7'-1" 28 J 26 B 6-2" 28 J 23 B 9'-6" 28 J 26 E/ 12' _ 11'-3" 28 J 29 IF 6'-9" 28 J 26 B 5'-10" 28 J 23 B 9'-1" 28 J 27 F 13' _ 10'-9" 32 K 29 F 6'-6" 32 K 26 B 5'-8" 32 K 24 B 8'-9" 32 . K 27 E�/F 1a - 10'-4" 32 K 30 F 6'-3" 32 K 27 B 5'-5" 32 K 24 B 8'-5" 32 K 28 E� FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. Frl ALTERNATE FREESTANDING FOOTING SOCLID CUBE FOOTING SO. x 18' THICK CUBE FOOTING CUBE FOOTING •. NOTE: '". F .i ' FOOTING SHOWN IN CUBIC INCHES ".1 WITHOUT SLAB. W/ NO SLAB SEE ALTERNATE FOOTING TABLES '' 1` ';� C;;P. SHT. 9 FOR ATTACHED & 18" 38" SHT. 23 FOR FREESTANDING 36" 22" I.C.C. E.S. EVALUATION ALTERNATE FREESTANDING FOOTING SOCLID CUBE FOOTING SO. x 18' THICK CUBE FOOTING CUBE FOOTING SO. x t8- THICK CUBE FOOTING W/ NO SLAB W/ NO SLAB W/ SLAB Wl NO SLAB W/ NO SLAB Wl SLAB 20" 23" SQ. 18" 38" 50" SQ. 36" 22" 26" SQ. 20" 40" S1" SQ. 38" 24" 30" SO. 22" 42" 53" SQ. 40" 26" 33" SQ. 24" 44" 55" SO. 42- 28" 37" SO. 26" 46" 56" SO. 44" 30" 41" SQ. 28" 48" 57" SQ. 46" 32" 45" SQ. 30" 50" 58" SO. 48... 34" 47" SO. 32" 52' 61•' SO. 50" 36' 48" SO. 34•• 54•• 64" SQ. 52„ I.C.C. E.S. EVALUATION DRAWN BY KK TOM CAMBELL 8 SSOCIATES, INC. SOCLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY - REPORT NUMBER DATE 10!2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPAING TABLE FREESTANDING 10. 208 30 pst DURALUM PRODUCTS. INC. JOB NO GF07.0674 SCALE. NONE RANCHO CUCAMONGA. CA 1957) 741-2107 ATTACHED HOR12. 7M NO = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 REVISED BY. K K. 8 O.P 30kL.L. 110 MPH 0 # L 90.100 8 110 MPH1(916)452.7021 FAX 403-1519 sales duralum.com � SHEET23OF29