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08-0718 (PAT)t P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: -.-08-00000718 Property Address: 81805 GOLDEN STAR WY APN: 764-280-999-80 -300235- Application description: PATIO COVER,- RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 3857 Applicant: Architect or Engineer: C ------------------ LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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 Profess' n Cod and m License is in full force and effect. License CI a s: C51 Li e o.: 4 379 Date: ICntraeto o�' OWNER -BUILDER DEC L ATION I hereby affirm under penalty of perjury that I am exempt from the Cont ctor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). . 1._ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.AP.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: LQPFRA11T Owner: TERRY RYAN 81805 GOLDEN STAR LA QUINTA, CA'92253 (760)567-5196 Contractor: LA QUINTA PATIO COMPANY 40133 CALLE LOMA ENTRADA BERMUDA DUNES, CA 92203 (760)863-4335 LiC. No.:449379 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/30/08 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided' for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ENDURANCE REIN Policy Number WEN0003727-02 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' compens on laws of California, and agree [hat, if I sh Id become subje to [ workers' pensat' provisions of Section 3700 of the Labor Co all forth c y with t s pro ' s. Applicant: WARNING: FAILURE TO SECURE WORKERS OM PENSATION COVERA IS UNLAWFUL, 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 infor tion is correc .• I agree omply with all city and county ordinances and state laws relating to bui ng constru on, d here hor' representatives of this couiti tonIeerr upon the above-mentioned prope for insp on ur f Date LO V Signature (Applicant or Agent): u r d � •Application Number . . . . . 08-00000718 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee .. . . . 63.00 Plan Check Fee 40.95 Issue Date . . . Valuation . . . . 3857 Expiration Date 10/27/08 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 ALUMA-WOOD PATIO COVER (1) 170 SQUARE FT. (1) 120 SQUARE FT. PER APPROVED PLAN / . GB ; ---------------------------------------------------------------------------- Other Fees . . . . . . STRONG MOTION (SMI) - RES .50 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 .50 .00 .00 .50 Grand Total 104.45 .00 .00 104.45 LQPERNIIT .s Bin # City of La Quinta Building 8L Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quints, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 8305-6o LPF-Al s Owner's Name: T�QZP Y,*A,*'- A. P. Number: Address: 1 Soy G'� -�/t�/ $7?1-� Legal Description: City, ST, Zip: P u t ti'i-4 CA. �ZZS 3 Contractor: 1-h WAJ 7—,Pi- P+7 -/O t✓p , Address: 40 - ( 3 3 L.'A- LL L4 O M o E ti T)LA-b f } Telephone: Project Description: � City, ST, Zip: (/U b (O C a o2 Q j / `- l> Wlt�1- A/ Telephone: 7 64,-1 S 7 �{- (v' c! 3 City Lia #: S f -j S C U C r jZ�� State Lie. # : -q-7 (33 7 Arch., Engr., Designer: Address: .?- A City, ST, Zip:` -- 1205T. Telephone: State Lie. #: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: `��-� ,L w a L F Sq. Ft.: 3 # Stories: # Units: Telephone # of Contact Person: Estimate slue of Project: �s'8 Q ^ APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING. PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Energy Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 21' Review, ready for corrections/issue Electrical Subcontaclor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- "4 Review, ready for correctionIssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fecs PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: 1..THE DESIGN COMPLIES WITH<THE 20061NTERNATIONAL BUILDING CODE. 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE,- - ASCE/SEI 7 -O5 -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. C9:TAN'ATTACHED-PATIO-COVER MAY -SECURED TO AN EXISTING CONCRETE SLAB -PROVIDED -THE -SLAB_IS AT. LEAST, 3,1/2 INCHES THICK AND ISD 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: #,71-RESIDENATIACAPPLICATIONS =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. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. DESIGN• CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 112 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 50 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21. THE RATIO,H/P1. PATIO COVER MEAN ROOF HEIGHT (H, FT.)) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH IF, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO((UP)) PATIO COVER LENGTH (L FT. DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, Ft), SHALL NOT EXCEED ONE (13. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED FEE 14 2uJ'9 R 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. MATERIAL SPECIFICATIONS: DRAWN BY: K.K. TOM CAMBELL &ASSOCIATES. INC. 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, I R THEY ARE REGISTERED WITH.THE ALUMINUM ASSOCIATION AND HAVE EQU GTER YEILD AND ULTIMATE STRENGTHS. �++ ZU/ 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,5 O�AUaB PPE 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,000 POUNDS PER SQUARE O SR/ BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOO NGS H r 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST -O -L U,NI'Q K L_ P? TI OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. �V! STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. LL' 27, EASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; 06 Z HIGH-STRENGTH BOLTS SHALL BE O A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. U WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDA ,� CRW ralffOP DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS St!9515TISTMONLE KWIK BOLTS ([CC -ES ESR -1917) INSTALLED WITH SPECIAL INSPECTION IN A CUMCE WITH IBC 170.4.13 OR APPROVED EQUAL. M 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 GATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psi DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 GENERAL NOTES HOR12. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 1 OF 29 REVISED BY: K.K. & D.P. 90.1008710 MPH (916) 452-7021 FAX 403.1519 sales@auralum.com RAFTER. SEE TABLE FOR SIZE AND SPACING MAX. PROJ. SEE SCHEDULE SEE LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- r CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. HOPEN LATTICE -TYPE PATIO COVER SCALE: NTS STYPE,"E" ATTACHED SINGLE Sf _OPEN LATTICE TYPES FXiSTNC B(ri /1 \tryC 0u7�Za OST WITH SIDE- PLATES SEE DETAIL f^ 3 12" -SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. S SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE,: NOTE: THIS OPEN LATTICE -TYPE STRUCTURE. i MAY NOT BE ENCLOSED OR COVERED. _ATTICE STRUCTURE:''_`.. ' No NOTE -THIS OPEN LATTICE -TYPE STRUCTUREMAX. PROJ. MAY NOT BE ENCLOSED OR COVERED SEE SCHEDULE RAFTER, SEE TABLE FOR SIZE AND SPACING 1 �S'°OppOI.F MAX. O.H. psrRa. _ 25%0 SP $ogCG ZL'C ' POST HEIGHT LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- I \ CHANGEABLE WITH ANY OTHER 'EOMP.,ONTENT UNLESS OTHERWISE SHOWN. TYPE "F" ATTACHED MI •1 r� l FEB 1 4 E:`3 PROJ. SEE SCHEDULE ^ RAFTER, SEE TABLE HEIGHT LENGTH OF STRUCTURE VARIES FXiST/NC eu'(O'NG I'u - POST WITH SIDE- PLATES SEE AIL 3 1R" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. r� SEE SCHEDULE TFOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. POST CRC SEE POST NOTE: FAT:H rQMPONENT IS INTER- I 3 1rz SLAB F'O MAY BE r �p '9B� HG JOB NO. GF07-0674 I'll DATE: 10/232007 CHANGEABLE WITH ANY OTHER USED sFF 9� TO F DURALUM PRODUCTS, INC. IIIWN 7 1/2" SLAB BE COMPONTENT UNLESS OTHERWISE SHOWN. Oi FOOTING. e H <F G SCHEDULE NOTE: EACH COMPONENT IS INTER- a psT OCONSTR IAMAY N FOOTING. SEE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER F y F Tge(FC LG I` cHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE SCALE NTS SEE SCHED FOR FOOTING CUBE 512E SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE 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 OPEN LATTICE 10, 208 30P. DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA 19511741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET30F 29 REVISED BY: K.K. 8 D.P. 90,1008110 MPH1(916)a 452-7021 FAX 403.1519 sates tluralum.tom SOLID PANEL TYPES ATTACHMENT CHANNEL IENG ALUMINUM SEE DETAIL ANp SHgL OF STRUCT ROOF PANEL TME PROVE -rl T LE EVA V IES SEE SCHEDULE FOR SPANS SED O. SPAN "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE -� ALTERNATE: --F r m FOST AC OPTIONAL: CANTILEVER BEAM m 0 SQ. POSTS, SIZE VARIES SEE $CME SEE SE POST SPACING R = _ ALTERNATE: SOLID PANEL O5^°VOF 3 1/2" SLAB ATTACHMENT TO EkC 22 MAY BE USED WHERE ALTERNATE: SPgN EEO PERMITTED. SINGLE POST 140 SPLICE AT THIS SEE SCHEDULE SEE SCHEDULE AD AT END BAYS. MAX. HT.= 12' 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com ' S NOTE: NO SPLICE AT THIS J POST AND AT END BAYS. !��'v FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER I•' TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION COMPONTENT UNLESS OTHERVVISE` 71 TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER'6f;T SJN r pO' ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS O "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 LG 9 "KE VARIES 4441 /VO TBE ENCLOSED J $EESCMEpu(�S ALTERNATE: --F SEEPOSTEDULE a SPACINGR SINGLE POST 'NOTE O.M. NOT ALTERNATE: SOLID PANEL 25 ° OFg A'V SINGLE POST 0 SEE SCHEDULE RANCHO CUCAMONGA, CA (951) 741-2107 SCHEDULE HORIZ. WND = NOTE 140 SPLICE AT THIS POST AD AT END BAYS. ATTACHMENT CHANNEL ALUMINUM SEE DETAIL'S. SHT. 7 — ROOF PANEI MIN. 0.5' SLOPE PER FT SEE SCHEDUI FOR SPAN: "O.H." NOT TO EX OF SPAN SEE DETAIL FOR SPI SQ. POSTS. SI: 3 1/2" SLAB ATTA MAY BE USED W PERMITTED. SEE SCHEDULE MAX. HT.= 12' 14 201 TG WHERE A-- � ,8S EDULE FOR FOOTING CUBE SIZE .G) ''T(YPE "B" ATTACHED MULT ALUMINUM ROOF PANEL MIN. 0.5' SLOPE PER FT. SEE SCHEDULE FOR SPANS O "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - BEAM 1- SQ. POSTS, SIZE VARIES x < 3 1/2" SLAB FOOTING WHERE REQUIRED _./ SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. MAY BE USED ALTERNATE: --F $p CEED a TO CONSTRAIN SINGLE POST 'NOTE DATE. 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL FOOTING. SEE SEE SCHEDULE ' I RANCHO CUCAMONGA, CA (951) 741-2107 SCHEDULE HORIZ. WND = A O SPLICE A THIS REVISED BY: K.K. 8 D.P. POST D AT END BgYS. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com FOOTING WHERE REQUIRED — - - SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION 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 SOLID PANEL 10.20 8 30 psi I DURALUM PRODUCTS. INC. ' SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORIZ. WND = 8269 ALPINE AVE., SACRAMENTO. CA 95626 SHEET 2 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C 6 5" ALUM ALLOY 3004-H35 3" 6 5" 3 0" Imo- 80" 2.. OR EQUAL 2•• ALUM ALLOY 3004-H36 OR EQUAL TRIBUTARY * SEE NOTE BELOW 024" -- ED42" 13 042" I 27-0 24-6 24-6 ( _ 2 x 6 1/2" RAFTER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING CD�5 c �' w o (PSF); (IN.) °�' c'0 90 MPH f 100 MPH 110 MPH u, o EXP?B EXP.0 EXP. B EXP.0 EXP. B 1 EXP.0 m o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 f .024 16" 14. 4" 1 13,_0„ 13,_0" 11,_8" 12,_10„ 11,4„ 24" - 11'-8� 10,_7„ 10,_7" 9'-6" 10'-1" 9'-3" 28,_2„ 25'-7" 16" 19,_1„ 17'-4„ 17'A" 15-6" 17,_1„ 15-A" 10 Lr .032 24" 15,_6" 14,_2„ 14'_2.. 12,_8" 13,_11" 12'-3" 16" 26'_4„ 23,-10" 23,_10„ 21,-6„ 23,_0„ 20,_10" 042 042 24„ 21,_8„ 19,_8.. 19,_6„ 17'-6" 18,_9,. 1 17,_0„ 17 .024 16" 10'-8" 10'-8" 10,4„ 10,_8„ 10,4„ 10,_8„ 24" 81_9,1 8,_9,, 81_91, 8._91. 8,_9„ 8,_9„ 16" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 20 .032 24" 11'-8„ ,1'-8" 11,_8„ 11,-8„ 11,4„ 11,-8„ 16,-6„ 16,_6„ 16,_6„ 16-6„ 16" 19,_8., 19,_8„ 19,_8„ 19,_8„ 19,4„ 19'-8- .042 24" 16,_1„ 16,_1" 16,_1„ 16,_1" 16,_1„ j 16--l- 16 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10- .024 24" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 30 .032 16" 1 V 9" 11'-9" 11,_9„ 11'41 11,_9„ 11,_9" 16" 16,_7, 16,_7, 16,_7, 16" 13,_6" 13'-6" 13.-6„ 13'-6" 13'-6" 13'-6" .oat 24" 13'-3" 13'-3" 13'4" 13'-3" i 13'-3" 1 13'-3" MAX 1 ALUM ALLOY 3004-H36 ! 024" OR EQUAL 042 032" * SEE NOTE BELOW TRIBUTARY TRIBUTARY= 1/2 SPAN + O.H. 1 NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN I.C.C. E.S. EVALUATION TRIBUTARY 16 27-0 24-6 24-6 22-0 24-2 21 A a! DBL. 2 x 6 1/2" RAFTER c m u 90 MPH 100 MPH 110 MPH DATE: 10832007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING CD�5 c �' w o 3 x 8" RAFTER L.L.= (PSF) 'T (IN.) LL= (PSF) "T' (IN.) 90 MPH 100 MPH 110 MPH m o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. Ell EXP.0 EXP. B ' EXP.0 EXP.'B EXP.0 10 .024 16 20,_3„ 18,-4„ 18,-4„ 16,_6„ 18,_1„ 16'-0" 10 .042 16 28,_2„ 25'-7" 25' 7" 22'x" 24" 16'-6" 15,_0" 15,_0" 13,_6„ 14,_5„ 13,_1„ 24" 23'-0" 20,_10„ 20,_10., 18,_9„ TRIBUTARY TRIBUTARY= 1/2 SPAN + O.H. 1 NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN I.C.C. E.S. EVALUATION TRIBUTARY 16 27-0 24-6 24-6 22-0 24-2 21 A REPORT NUMBER DATE: 10832007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING JIM - fill 10.20 6 30 psl DURALUM PRODUCTS, INC. .032 SCALE' NONE RANCHO CUCAMONGA. CA (9511741-2107 RAFTER SPANS HORIZ WIND = ------- SHEET 6 OF 29 REVISED BY: K.K. 8 0 P 90. 100 8 110 MPH 24" 22,_0„ 20,_0„ 1 20,_0„ 18,_0„ 19'-8" 1 17,-4,. 16 15,_2" 15,_2„ 15,_2„ 15,_2„ 15,_2., 15._2" 16 21,_0" 21'-0" 21 .024 042 24" 12,_4., 12'A" 12,_4„ 12,_4„ 12,_4„ 12'_4" 24" 17'-2" 17,_2„ 17 20 20 16" 20,_2„ 20,_2„ 20,_2„ 20,_2„ 20,_2" 20,_2„ .032 24" 16,-6„ 16'-6" 16,-6„ 16,_6„ 16,_6„ 16-6„ 16" 12,_5" 12,_5, 12,_5, 12,_5„ 12'-5' 12,_5„ 16 17,_3„ 17'-3" 1, 024 042 24" 10,_2„ 10,_2„ 10,_7, 10,_2„ 10'-2" 10,_2„ 30 30 24". 14'-2" 14,_2" 1• 16" 16,_7, 16,_7, 16,_7, 16,_7, 16,_7, 16,_7, .032 24"13'-6" 13,-6" 13,_6„ 13'-6" j 13'-6" 13'-6" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. BETWEEN MAY BE USED AT 32" o.c. OR 48" o.c..S010NG AS SINGLE RAFTER SPANS ARE NOT �E.9 14 7,110 PROJECTION- "� C� il'; -' SPAN - O.H. 37948 TRIBUTARY TRIBUTARY= 1/2 SPAN + O.H. 1 NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN I.C.C. E.S. EVALUATION TRIBUTARY WIDTH TABLE J LIVE LOAD= CLEAR SPAN (FT.) REPORT NUMBER DATE: 10832007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING JIM - fill 10.20 6 30 psl DURALUM PRODUCTS, INC. SCALE' NONE RANCHO CUCAMONGA. CA (9511741-2107 RAFTER SPANS HORIZ WIND = ------- SHEET 6 OF 29 REVISED BY: K.K. 8 0 P 90. 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duratum.com TRIBUTARY TRIBUTARY= 1/2 SPAN + O.H. 1 NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN 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: 10832007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10.20 6 30 psl DURALUM PRODUCTS, INC. SCALE' NONE RANCHO CUCAMONGA. CA (9511741-2107 RAFTER SPANS HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 6 OF 29 REVISED BY: K.K. 8 0 P 90. 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duratum.com PANELFASTENERS 24" 24" TRI"V" PAN C.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. 7. 30-#12'S'.M`S` #12 S.M.S. #12 S.M.S. 9 NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 90/100/110 MPH 750" ._f42 0" 14 07 „C'FES 1"n ;.FEB 14 208 _ V. 378 3101:09 Ly: 4.!j. -"SKYLIGHT DETAIL 075" .440" EXPOSURE B & C vu"v ' R9.250 OPTIX® PRODUCTS ACRYLIC PER 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 CT 12" 6" PANEL SPANS / 8" PANEL SPANS 100- MPH t=.020" 12" x 3 1/2" W PANEL t=.032" 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 1 #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 90/100/110 MPH 750" ._f42 0" 14 07 „C'FES 1"n ;.FEB 14 208 _ V. 378 3101:09 Ly: 4.!j. -"SKYLIGHT DETAIL 075" .440" EXPOSURE B & C vu"v ' R9.250 OPTIX® PRODUCTS ACRYLIC PER 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" t=.040" #10 S.M.S. 6" 1 8" 6" 8" 6" 8" 6" 8" 10 10'-2" 12'-9" 13'-4" 14'-7" 20 8,-10" 10'-3" 11'-4" 12'-3" 30 7'-1" 8'-4" 9'-10" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS 265" 0 0" 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. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO, GF07-0674 REPORT NUMBER DATE: 1023/1007 — 10. 20 & ]0 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS D DURAL IN PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA 1951) 741-2101 HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. & O.P. 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com SHEET 5 OF 29 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50„ I= 0.04" WALL FASTENERS v 1 .563" 1 l�l_l11.281 ALUM.ALLOY 6063-T6 .060" O EXTRUDED HANGER CHANNEL I. 7>rLR:Cj�AME PROJ.-Zpj_E�tST. EAVES, XI¢TING EAVES RAFTER uIMrING EAVE;O NECTION C WALL FASTENERS SEE TABLE .25'R p 9110 SMS @ PANEL LOCKS OR #8 SMS ATEA CONTACT WIND AT 2x FASCIA .20 OVERHANG CONTINUOUS A. RAIL ROOF PANEL (WHERE OCCURS) 16" O.C. ALUM.ALLOY CONCRETE F rn 6063-T6 #10 SMS @ EA CONTACT W WALL CONNECTION 1O ALUM.ALLOY 6063-T6 I.R. HANGER CC 2.740" 1=.060" - WALL FASTENERS SEE TABLE 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'-0" 23'-1" 22'-1" 13'-5" DESCRIPTION OF LAG SCREW SEE NOTE BELOW) w❑ z A=1/4"0x1 1/2"@12" O.C. E=3/8"0x2 1/2"@16" O.C. J=1/4"Oxl 1/8"@16" A.B. F¢w B=3/8"0x1 1/2"@16" O.C. F=7/16"0x2 1/2"1@16" O.C. K=1/4"0x1 1/8"@12"A.B. Qrwla Zo- C=3/8"0x1 1/2"@12" O.C. G=7/16"0x2 1/2"@12" O.C. LL D=7/16"0x1 1/2"@12" O.C. H=3/8"0x2 1/2"@12" O.C. EXIST. - RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 21, x 4 FULL OR 16" O.C. V-6" 14'-5" 7'-7" 4'-5" 2'-0" 8'-5" 4'-4" 2'-4" 2''x 4"V-6" FULL OR 24" O.C.. 8'-2" 4'-3" 2'-5" 2'-0" 3'-9" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-5" 9'-1" T-6" 2"x8" FULL 24" O.C. 2'-0" 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"0x5" LAGS 3" APART VERT. AT 16" O.C. 9 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. APPROVED 3" OR 4' INSUL. ROOF PANEL #10 SMS T&B AT 12" O.C. Ll `�.A j TO 10# L.L.=(2)#8 SMS EA. SIDE v 20#/30#L.L.=(2)#10 SMS EA. SIDE 3116" 8- 0 STEEL I I 2x6 1/2" 5" MIN. RAFTER 61: -_ /4_(:R11/2___ 2-#20x3" WD. SCREWS L.L.=20",, 8 30 PSF 2-#14x2 314" WD. SCREWS ALL NOTE:BRACKET OTHER DESIGN LOADS. MAY BE MOUNTED RAFTER TO WALL.CONNECTION O3 �o_ 114"0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE TO DRAIN AL BRACKET AT EVERY 2x MAX. DIST. TO FIRST POST \ COVER SUPPORT BEAM OR WALL EAVE LENGTH t2'-0" ..L.. MAX. 2x6 OR 2x8 LEDGER RAFTER (3)-#1 x3 12" W. S. ( )-#10x1 3!4" PATIO DOVER NOTE' PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED BRACKET CONNECTION 4/ BELOW RAFTER W/ SAME CONNECTION'S_ I.C.C. E.S. EVALUATION DRAWN BY: K K. TOM CAMBELL & ASSOCIATES. INC. LVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO GF07-0674 REPORT NUMBER DATE. 1023 2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL tp. 20 & 30 psl OURALUM PRODUCTS, INC. SCALE: NONE AND BRACKET HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 REVISED BY. K.K. B D. P, RANCHO CUCAMONGA, CA (957) 747-2101 ATTACHMENTS 90, 1008 110MPH1(916)452-7021SHEET 7 OF 29 _ FAX 403-7519 sates@tluralum.com COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS 3.00"SQ. _ (-3..�_2.� 13.00" SQ. I� 3.00" SQ. - 032"TEA. 10 SMS jf G=3"SQ.xt=.188" 024" @24-O.C. J1.00P_– I _ SIDE Cl H=3"SQ.xt=.250" 0 6 075" =4"SO.xt=.188' -- I 14"R K=5"SQ.xt=.188" TYP. .040" ALUM. .032' .048"STEEL ug.024" O O 3.0" 4.0" OR 5.0" 28" O 5/8" PLASTIC PLUG - t 3" SQ. ALUM. POST 3" SQ. ALUM. POST O 3' Q. ALUM. POST MAG POST SQUARE t' ---` WITH SIDE PLATES D ALUM. ALLOY 3004-1-136 3" SQ. ALUM. POST ' STEEL'POST . -.N ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ALUM. ALLOY 3004-H36 q M 65 MA E 40 ASTM A653 SS GRADE 40 ALUM. ALLOY 6063-T6 _ )gi11)M. ALLOY 3.00" OR. �J . ` tj 6063-T5 2.40" - y( 1.375" 7116"OHOLE .56" 2 FLANGES - ;! 0 2 1/8" APART�� 1� Q ASTM A653 SS GRADE 40 STEEL 7.125" 2.5" ) - zi rj SP1 10 Y. L f"'J• 379 1+� o 75" 75" BASE FLARES} 1-0 1109 757" TO 3"WIDE EA. / 313'. J �'•;- 1.60" TYP. — -- ``� 7' ' 1 5O SIDE OF FLANGES USE FOR 3" 1.7� NSTALL WASH. PLATE T, 090" TYP. POST ONLY 5.50" 1%a" x 5/16"x 5Y2" WHEN USING (Z 1-7/16"0 HOLE — — LES :r IN 110 MPH WIND AREA CL 2- 5/16"0 HOLES 8TYP8EA�SIDE .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 ALLOY 6063-T5 "H" BRACKET I.C.C. E.S. EVALUATION REPORT NUMBER k(k4) "AG SCREWS OR 6 AG SCREWS 2 118 2 1/B "T' BRACKET E. INTO WALL)@ 3"SQ. POST W/ (2)-#12 SMS EA. r,SIDE OF POST OR 1/4" M.B. THROUGH POST Ln LIJ 11116" 0 ROD 3/16" 1040 STL AUGER PARTS PAINTED 20' R HOT DIPPED AL EQUAL 3"SQ.POST BRACKE OR HOT DIPPED GALVANIZED (1)-114" 0 M.B. OR ELECTROPLATED PER SIDE (2 -TOT.) 4" DIA. 9 GA. ASTM A-36 HELIX 3" x 8" ALUM. RAFT. BRACKET I 3" x 8" ALUM. HEADER RAFTER BRACKET 4LUM POST 12"x 2 112- 7 GA. STL. 'LT. ASTM A36 3/16" 1 1V 9"x16"x7 GA. 16- TE SINGLE PASS WELDED NOTE: ASTMLA36 AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED ---- -- YSQ. ALUM. POST "RUST-O-LEUM" OR EQUAL ONLY. OR HOT DIPPED GALVANIZED 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. PATIO COVER SYSTEM AS MFG. BY: DRAWN BY, KK I TOM CAMBELL 8 ASSOCIATES. INC. LIVE LOAD= JOB NO GF0743674 COLUMN; DATE 10/232007 COMMERCIALANDRESIDENTIALSTRUCTURALENGINEERING 10. 20830ps1 DURALUM PRODUCTS, INC. , POST TYPES SCALE NONE RANCHO CUCAMONGA. CA (951) 741.2107 HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 REVISED BY' K K 8 D P 90, 100 8 710 MPH SHEET 8 OF 29 (916) 452-7021 FAX 403-1519 saleS@dumlum.com J — I UULUIVIN / f Ub I I it -CJ Ot ._)UMrMUr_ IVIUUIN 1 tAINU CIVIDCUIVICIV I UL I r%IL_v I.C.C. E.S. EVALUATION DRAWN BY: K.K. ALUM.-rBRACKET USE WITH POST TYPE B.C.D. ORE STEEL POST ONLY: PATIO COVER SYSTEM AS MFG. BY: "T" BRACKET DATE: 10232007 STEEL.'TBRACKET USE WITH USE POST TYPE F. G. H. J OR K (3)-518"OBOLTS FOR POST TYPE J DURALUM PRODUCTS, INC. JOB NO. GF07-0674 POST TYPE B.C.D.E.F.G.H.J OR K I , HORIZ. WIND = @ T'SQ. POST W/ 3"SQ. POST (2)-#12 SMS EA. 3' SO POST ALUM.'T'BRACKET USE(2)-3/8'0 HILTI REVISED BY: K.K. 8 OR i 415.. I 90. 100 8 110 MPH SIDE OF POST OR SHEET 9 OF 29 KWIK 8017$ OR EQUAL 12 DEPTH I I (2)-1/2"OBOLTS 16"INSERT -1/4" M.B. THROUGH STEEL.'TBRACKET. USE (2}3/8"0 HILTI KWIK R FOOTING OR I I FOR ALL OTHER CONDITIONS �5•• x .188" POST SEE NOTES BELOW BOLTS OR EQUAL 12" MIN. EMBO. I ASTM A36 (2)-3/8"0 HILTI "KWIK"' (2' MIN. EMBEDMENT DEPTH FOR KWIK BOLTS _• : i I �; ; STEEL BOLTS, OR EQUAL, EACH I I i_ T_O.C_ BRACKET TO SLAB.7.- �0"SO.BASE PLTA j 12"SQ.BASE PLT O 18"SO.BASE PLT a DE TH 4 2 3/76' A TMA36STE SLABSHALL BE IN a POURED CONCRETEGOOD CONDITION FOOTING SEE NOTE 3" SO. POST ($TL.) - - - ' (1)-12-0M.B. 0 OR FLUTED 3 1/2" MIN. FOR 512E SEE FOOTING x9" LONG. 1" SQUARE OR 4" SQ. POST (STL.) SCHEDULE QUARE FROM END SEE FTG$, IN OF POST SCHED.- P L.1 /2"TH K. - EXISTING SLAB O7 3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED. O INTO FOOTING _ 1 12" 7 1 1/2" 11/2' 9' 112- 2' 14" 11 2' WELDED STEEL BASE PLATE ATTACHED ATTACHED ONLY NOTES. BASE PLATE SCHEDULE ALTERNATE FTG. FOOTING &ANCHOR BOLTSt. PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. DO NOT USE ALUM."f" 10'SQ.x12" B, C, F. G BRACKET WITH 3X8 SM. W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E CUBE SIZE SO. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 12'SQxt/2" B. C. D. F. G. 8 H 18" 18" SQ. 12" BOLTS 18-SQ.xl2' B. C. D. F. G. & H 20" 21" SQ. 12•• 23' & 24" CUBE (2)-12"0 PULL-OUT= 3 1/4' 625# MAX. EACH INSTALL WASHER PLATE, 2" X kl X 0'- " AT STEEL "T"' 22" 25" SQ. 16" 25" - 30' CUBE (4)-12"0 PULL-OUT= 3 1/4' 625# MAX. EACH BRACKET. 24 26 SQ. 20 (4)-5/8.9 PULL-OUT= FREESTANDING 26" 32" SQ. 23" 31'-3a'CUBE 865# MAX. EACH 4 3. POST TYPE F DO NOT USE STEEL" r BRACKET W/ T' I -BEAM. BASE PLATE ANCHOR 28" 35" SQ. 25' 35" - 39' CUBE (4)-1375 PULL. OUT= 7375# MAX. EACH 4 314' ASE PLATE ANCHOR BOLTS SIZE &TYPE ( ) 30" 39" SQ. 28'• p j d FEB 1 1 — - - ��'I'a "G F 32" 43• gp. 30' 40' - 42' CUBE (4)-3/4'•0 PULL-OUT= 1835# MAX, EACH 4 3/4* 10'x10"x 112" (4} 3/4"0 HILTI SS KWIK BOLT PER I.C.C. ESR -1917 NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT-11/� 34" 47" SQ. 32" j�., �� \ 9e, V� \ 1 (4 3l4" EMBEDMENT DEPTH ) 36" 51" SQ. 34" OR EQUAL. SPECIAL INSPECTION REQUI D PER I.C.C. EVALUATION SERVICE INC., ESR �7 „'` cSAS {jam .,y �i��YrC 38" 55" SQ. 37" -1917 OR EQUAL. /rt,f,.;``C� l /j �fO 12"x12"x 112" (4)- 1"0 HILTI SS KWIK BOLT 40" 60" SQ. 39" IyJ Z ::- Ir 03�a �?'! �r %>�� m) i PER I.C.C. ESR -1917 (4 3/4" EMBEDMENT DEPTH) 42" 64" Sp. 41" _� O UJ 0 LLI \ l,7 , r'''•'", > 44" 69" SQ. 43 • CUBE FOOTING W/ 3 1/2- SLAB 18'x18"x 1/2.. (4}- 1"0 HILTI SS KWIK BOLT ;. /. fn PER I.C.C. ESR -1917 (4 3/4" EMBEDMENT DEPTH) (n cn Z 7 za- rLuZNtols�. NOTES: ALL COMPONENTS ARE INTERCHANGABLIMR WIS N TED J — I I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL 0TES. INC. F- LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESID TjqCTURAL ENGINEER COLUMN SURFACE MOUNT t0. 20 8 30 psl DURALUM PRODUCTS, INC. JOB NO. GF07-0674 SCALE: NONE RANCHO CCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO CA 95826 REVISED BY: K.K. 8 OR 90. 100 8 110 MPH (916) 452-7021 FAX 403-1519 salesectumium.wm SHEET 9 OF 29 HEADER BEAM TYPES & ATTACHMENT DETAILS 11.52", r.61 GUTTER EXT. CLIP I GUTTER EXT. CLIP 2.00" I 1.79" �n `6 73 , 2.57, 2.19" 2.08" 4-I I __r .038" R.F. GUTTER FASCIA -ALUM. O ALLOY 3004-H36 A 6.5" ROLLFORMED SPLICE WHERE OCCURS 4 6" SPLICE WHERE OCCURS Q4i 2 04- 06.. 2 V. TYP 065.• TYP. 4.0000- - z 7' ALUM. ALLOY ALUM. ALLOY 6063-T6 6063-T6 4.5" GUTTER B MAG. GUTTER O SPLICE WHERE OCCURS ALUM. ALLOY 6063-T6 MAG BEAM 3.00" SQ ZR.048" ASTM A653 SS GRADE 40 OE 3" SQ. STEEL BEAM 4.. f EL 14 tau , I 3.0" MAX. 'j 2 r"7 !'! <::i` ..�; ;):\'1:•Ei�•'� —� .042.E SPLICE I _ v�.-- t� "• WHERE OCCURS I SPLICE WHERE \ — 6.0° OCCURS 032" TYP. —110" — TYP. 004 ALUM. ALLOY - ALUM. ALLOY 3004-H36 ALUM. ALLOY AL H36 ALUM. ALLOY OR EQUAL J OR EQUAL 6063-T6 F 6063-T6 4" (-BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAMO 3x86EAM 3.0" (®1.251. 1 ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3,. +_ r 8.. 625" 1 I�MAX'� 3 I 1 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM 'I 111 --a—;—.042" .042" IT= 14 GA 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 8 .�� 7.875" ;I ASTM A653 GRADE 50 II it I; I I: ` ALUM. ALLOY 3004-H36 I ALUM. ALLOY 30 ^ A —.-2.875" OR EOUAL � O OR EQUALUAL .625" O' V 3 x 8 BEAM W/ STL; INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM O STEELINSERT LC.C. E.S. EVALUATION DRAWN BY' K K. TOM CAMBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG BY: JOB NO F074674 REPORT NUMBER DATE. 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING -' 10. 20830 ps1 DURALUM PRODUCTS. INC. ' SCALE. NONE RANCHO CUCAMONG4 CA (951) 741-2107 BEAM TYPES HORIZ AA4ND = 8269 ALPINE AVE.. SACRAMENTO. CA 95828 SHEET 0 OF 29 REVISED BY K K. 8 D.F. � - - - - -- „_:,-90, 100 & 110 MPH - (916 452-7021 FAX 4031519 sales duralum.com I @ W."I 1iiM Ivmaim- N0©© mmmm 4 5 2 1 3 4 5 3 3 4 5 3 3 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 5'-4"� —�' } --� 3" SQ. STEEL BEAM 21 -1 � DBL. 3"x8-x.042..BEAM :, DBL.2"x6.5"x.032" OR 3"x8"BEAM BEAM 3"x8" BEAMw/INSERT 33 H 26 7'-9" o_ H 35 � MINIMUM NO. OF POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST SPACING FREESTAND ATT. MAX.POST FREESTAND ATT. 28 ra o O Z m v--5 I 26'-2" 5,4„ I=- no FOOTNOTE: ' 28 20. ¢ U' a z I SPACING SPACING SPACING FOR DBL. FOR 3" x 8" SPACING G m FTG. MIN. FTG. FTG. MIN. 12'x" 12'A" FTG. MIN. FTG. FTG. MIN. FTG. POST TYPE 1 POST TYPE 2 9. 8' (IN.) TYPE (IN.) G (IN.) POSTFTG. TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) G (IN.) TYPE (IN.) G ~ EXP. B EXP. C EXP. B EXP. C ,D, OR LESSER MUST BE USED 4' 25'-4" 17'-4" 28 .G 22 23'-10" 33 G 23 16 -45'-7„ 16-4 28 G 20 32 01 33 (� 27 6• 2 2 2 2 10' 10'-2" 12'-9"G 28 27 7„ 28 G 26 10'-4" -10" 16' 4 , 26 /-+ G 23 0„ 33 C7 31 12' 11' 9'-3" 12'-4" 28 G 28 G 23 21 4 „ 33 G 24 14,_8„ 14,_8" 28 G 21 28,_7„ 33 G 28 2 2 2 2 W."I 1iiM Ivmaim- N0©© mmmm 4 5 2 1 3 4 5 3 3 4 5 3 3 19' 5'-4"� 10'-4" 33 H 31 21 -1 33 H 29 13'-11" 14'-8" 33 H 26 7'-9" 33 H 35 FOOTNOTE: ' 7 REVISED BY: KK 8 D.P 6' ' 16'-10" 15'-2" 28 G 24 19 6" 33 G 24 13'-4" 13'A' 13,-4" 28 G 21 26'-2" 5,4„ 33 G 28 20. a 10'-2" 7 ..14'-6" ` 11 14 4" 28 G 25 18, 1„ 17'-10" 33 G 25 12'x" 1'-9" 12'x" 12'A" 28 G 22 24' 2" 3'-5" 33 G 29 9. 8' 12'-8" 13'-9" 28 G 26 - 16'-8" 28 G 25 11'-7" 11'-0' 11'-7" 11'-7" 26 G 22 22'-8" 1'-11' 33 G 30 = ^� ,•� �:. CD p p� r p f'CF�.`�'`� �] i 4 ,D, OR LESSER MUST BE USED 9' 11'-3" 13'-3" 28 G 26 15'15'-9" 28 G 26 10'-110,x„ 10'-1 ' 10'-10' 26 G 23 21' 4" 0'-8„ 33 G 30 „ 10' 10'-2" 12'-9"G 28 27 15'-2" 14'-11" 28 G 26 10'-4" -10" 10'-4" 10'A" 26 /-+ G 23 20'-3" 9,_7„ 33 C7 31 12' 11' 9'-3" 12'-4" 28 G 28 14,_5„ 4'-3" 28 G 27 9'-10" 9'-4" 9'-10" 9'-10" 26 G 24 19'-4" 18'_8" 33 G 32 13' 12' 8'-5" 12'-0" 26 G 28 13'-9" 3'-8" 28 G 27 9'-5" 9'- ' 9'-5" 9'-5" 26 G 24 18'-6" 7'-10" 33 G 32 4• 13' T-9" 11'-8" 28 H 29 13'-1., 28 H 28 9, 1„ 8'-8" 9'-1 9'-1" 28 H 24 17'-9" 28 H 32 15• 14' T-3" 11'-5" 28 H 29 12-4- .7„ 28 H 28 8-9"8,x, 8-9 8' s„ 28 H 25 17'-V 7„ 28 H 33 16• 15' 6'-9" 11'-2" 28 H 30 12 4 12'-2" 28 H 28 8'-5" 8'-0" 8'-5" 8'-5" 28 H 25 16,x„ 16'-0" 28 H 33 17' 16' 6'-4" 10'-11" 28 H 30 V-1111 11 -9" 28 H 29 8'-2 7._9.. 8''2 28 H 25 16'-0" 28 H 34 ,B 17' 5'-11" 10'-8" 28 H 30 ll -_T 1. 5„ 28 H 29 T-11" 7'-6" T-11" T-11' 28 H 25 15 6' 15,_0, 28 H 34 ,9 18' 5'-8" 10'-6" 28 H 31 11, 3„ 28 H 29 7 -8 7'-4" 7 -8' T-8" 28 H 26 15'-1" 14,_7, 28 H 34 20• W."I 1iiM Ivmaim- N0©© mmmm 4 5 2 1 3 4 5 3 3 4 5 3 3 NOTE: ; _1 ` Ij FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. ,`� �' 1•' %I SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & ' y � '• r` :- SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION 19' 5'-4"� 10'-4" 33 H 31 11 -0 10'-10" 33 H 29 7 -6 T-2' 7 -6 T-6" 33 H 26 M-13 14'-3" 33 H 35 FOOTNOTE: ' REVISED BY: KK 8 D.P 10 # L.L. 90 MPH 90,100 8 110 MPH FAX 403.1519 sales@Dclumium.com 35 . OF POST REOHEADU RED SPACING MUER AND OR MIN. ST EXCEED 20. 10'-2" 33 H 31 10'-8" 33 H 30 7,�„ 7,A„ 33 H 26 14' 33 H 5'-1" 3.10 ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE" B = ^� ,•� �:. CD p p� r p f'CF�.`�'`� �] i 4 FOOTNOTE:' �Uitq OR LESSER MUST BE USED FIGURE INDICATES EXPOSURE FIGURE INDICATES EXPOSURE C %'t •4S��L��b� COL. TYPES 1 =.024" COL. TYPES 2 =.032" SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTINGS. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. }r 1 NOTE: ; _1 ` Ij FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. ,`� �' 1•' %I SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & ' y � '• r` :- SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAIAM BY K.K. TOM CAMBELL 8 ASSOCIATES. INC. ". - `` ,• — l ICE V''''' 6PACING.7hBLE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: ,LOB NO GFOi-0674 REPORT NUMBER DATE. 1023200) COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERI .' REESTA NG 10, 20 8 30 psf 1 DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE. NONE RANCHO CUCAMONGA. CA 1951)741"2107 CHER AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE. SACRAMENTO. CA 95828 SHEET 240E 29 REVISED BY: KK 8 D.P 10 # L.L. 90 MPH 90,100 8 110 MPH FAX 403.1519 sales@Dclumium.com 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' UK Lt55 txr_bz u ALTERNATE FREESTANDING FOOTING 7" I -BEAM CUBE FOOTING SQ. x 18" THICK DBL. 3"x8"x.042"BM CUBE FOOTING DBL.2"x6.5"x.032" BEAM NOTE: Yx8" BEAMw/INSERT FOOTING SHOWN IN CUBIC INCHES * l' WITHOUT SLAB. W/ NO SLAB SEE ALTERNATE FOOTING TABLES n, - 23" SQ. OR 3"x8"BEAM SHT. 9 FOR ATTACHED & 50" SQ. I¢ H mp O Z co UUg 26" SQ. _ 40" 51" SQ. FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING MAX.POST SPACING FREESTAND ATTACHED MAX.POST 44" FREESTAND ATTACHED MAX.POS7 a Z SPACING 46" SPACING 44" FOR DBL. FOR 3 x e 28" SPACING FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. POST FTG MIN' POST FTG. MIN' POST FTG MIN. POST r n w O 64" SQ. (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE 2x6.5x.032 BEAM (IN.) I TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 8'-11" 19'-5" 37 J 24 F 11'-9" 32 J 22 B 8'-0" 10'-2" 28 J 19 B 15'-9" 32 J 22 C�/E 5' 7x-1.. 17'-4.. 32 25 F 10'-6" 32 22 B 7'-2" 9'-1" 28 J 20 B 14'-1" 32 J 23 C/E 6' 15'-10" ' 32 J 26 F 9'-7" 28 J 23 B 6'-6" 8'-3" 28 J 21 B 12'-10" 32 J 24 C/E 7' S' 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 C/E 8' 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 9' 3'-11.. 13'-0" 132 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'_6 12'-3" . 32 J 28 F 7'-5" 28 J 25 B 5'-0" 6'-5" 28 J 23 B 10'-0" 28 J 26 F 11' 3'-2" 11'-9" 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 F 6'-9" 28 J 26 B 5'-10" 28 J 23 B 9'-1" 28 J 27 E� 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� 14' - - Y10' 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 —[�— FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ALTERNATE FREESTANDING FOOTING SOUD CUBE FOOTING SQ. x 18" THICK CUBE FOOTING CUBE FOOTING SQ. x 18' THICK NOTE: W/ NO SLAB FOOTING SHOWN IN CUBIC INCHES * l' WITHOUT SLAB. W/ NO SLAB SEE ALTERNATE FOOTING TABLES n, - 23" SQ. 18" SHT. 9 FOR ATTACHED & 50" SQ. 36" SHT. 23 FOR FREESTANDING 26" SQ. _ I.C.C. E.S. EVALUATION ALTERNATE FREESTANDING FOOTING SOUD CUBE FOOTING SQ. x 18" THICK CUBE FOOTING CUBE FOOTING SQ. x 18' THICK CUBE FOOTING W/ NO SLAB W/ NO SLAB W/ SLAB W/ NO SLAB W/ NO SLAB W/ SLAB 20" 23" SQ. 18" 38" 50" SQ. 36" 22" 26" SQ. 20" 40" 51" SQ. 38" 24" 30" SQ. 22" 42" 53" SQ. 40" 26" 33" SQ. 24" 44" 55" SQ. 42" 28" 37" SO. 26" 46" 56" SO. 44" 30" 41" SQ. 28" 48" 57" SQ. 46" 32"45" SQ. 30•• 50" 58" SQ. 48.., 34' 47" SQ. 32" 52" 61" SQ. 50" 36" 48" SQ. 34" 54•• 64" SQ. 52.. I.C.C. E.S. EVALUATION DRAWN BY: K.K TOM CAMBELL 8 SSOCIATES. INC. SOUD LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE. 10.'23x2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10. 20 8 30 pst DURALUM PRODUCTS, INC. JOB NO GF07.0674 SCALE: NONE REVISED BY. K.K. & D.P RANCHO CUCAMONGA, CA 1451) 741.2107 AND ATTACHED HORIZ. "IND = 6269 ALPINE AVE.. SACRAMENTO. CA 95826 30 # L.L. 110 MPH 90,100 8 110 MPH (916) 452-7021 FAX 403.1519 sales@tluralum.com SHEET 23 OF 29 l � FPOM :LA QUINTA PATIO COMPANY 1 FAX NO. :760-863-4335 Apr. 15 2008 07:58PM P3 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE % O 8Y O "o O U) m Q r 3Aoo3 � u9 O ~ -q0 ° 0 a rn �o �m� z m _ � Z v W �. c c� C m ul CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE % O 8Y APR -17-2008 THU 11:47 AM postal annex 407 FAX N0, 7607714844 P. 01 List # 7 EMINT `A ' - 'AGE 3 TRILOGY AT LA QUIrNTA MMNTENANC$ ASSOCIATION�4 DESIGN REIVIEW COMMITTEE APPLICATION ..............(Do Not Write Belu►v Line. Phis• is ru Be C , .. one�lcled By Design Review comitlirtee On Received g view Cor ..... 11�......:. .................. •• by the Design Re nmitioe: .. Data Homeowner Address The attached Applical.iop has been reviev,ed by the Design Review Committee Ertel its action is: APPROVED i� l0 D ► A CONDITIONAL:. APPROVAL ❑ Sue Notes on pleas j ❑ DiSA!'PLtOVEp* ❑See a�nditions of approval check list ED Tneumplete Submittal (�1 Oulu ez ❑ Require Additional inform lJ atron ) I11itials do Date ❑ Other ❑ RETURNED TO APPLICANT/OWN-ER Date: i i I Date: - —L� Signe"re: For the Design .Review Comntitlee Final b-ispection: ❑ Approved ns sulanitted ❑ Disapproved (refer to attached comments) Date: Signature;: ~� por tho .Design Review Col-nT * Ln the event pians and specifications submitted to the DRC are disapproved, Owner may appeal to the board of Directors by subtWttiuS a written r;qucst for appeal. The Written request shall be submitted to the Board not more tluui dirty (30) days following the final decision of the DRC. APR -17-2008 THIJ 1147 AN postal annex 407 FAX N0, 7607714844 P. 02 TRILOGY AT LA QUINTA H.O.: R44i (:;ONDITIONS OF APPROVAL Property Address: Cj �(� ��`�, �� _ Date Reviewed: � Londijons Your plans have ileert Approved, pi-ovrcicd dlat you malt the items chtC -ked W- ow wid all work is t:unslsteta watll die of Approval Design Guide{ines dated April 20, 1005, contained in die TLO.MA Muidbook: I 1 The Ikatio cover mttterizl rnusl t,e Aluninawood or other sinila.r. wood 11e cousuucuon. Roofuig rna�ari.als shall match the roof nlatcrW of the dwelling or be open woixl lad:iee I 2 The color of die patio cover rnairhes (lie home's stucco, tri, accent, fascia or white. 3 Aiiy patio L011Cr or awniflg to be insWled and attached to the Home must be insmilcd in such a n' aru)e'r Ilial it sloes notcompromise die iritegrity integrityof elle water perrricabdity of the Iionie. 4 Due to the pabo cover's size it must. consmietcd with variable heights or must be constructed in two sections with la separation in between 5 1rhe size of the patio cover is limited to the s.ile of the proposed p aio Blah. 6 le proposed retractable avariirit inay not be a striped aivrii.tig. YC must be a neutral color drat blends Mdi the IT horne. Please submit as -ample of the fabric. 7 Obtain services of a stlte. Ucense, I professional for consailta iom I X s 1 Obtain necessary building perartits 1iiom the city ofLa Quinta, mccting setback requirerraents per ciLl, Ode and mai Iain the existing d minage. 9 Maintained positive drainage in accoiltarice wide the Trilogy Design Guidelines (Section 3.8), 10 The screen door must be the color of the House stucco or be black. 11 If undelvouiicl drainage is iiisiaL-4 the drain needs to tonninaw in die grass smile and be flush wide aloe tuff I Pool, spa, ouzi0ii, and air condidoning equipment: sot bac s .must coop y with City of La Qiiiata co(1dti. All 12 equipment shall be located, scsee,Yed, or recessed in a. rnanmer so as tr.) tiot be vi.e.wahle from viy lot or'street and. the twise frim the equipment att:.anrated fro clie adjacent property owners. fool set liaciks are 6" 1{n hwwape and I W Ibr water line. 13 17be color of Che proposed coucrn.te is n aLual of a neutral tone. 14 ]Reiiti- yard may not exceed 70% li:irdscape and tluist have it raEu—hues of 309ti sokscape, meahiured from the rc. ar building lace of waU ur the side property lines. 15 ,Proposed planting meets wiffi the 7'ril.ogy bear Yarr) Minunurn P.Luiting Requi;-ernents standards a.nd all pimits ,Yrs included on dle: Kcvisecl dlppi ovecl Plaut List couL",i.ne d the Design (3ijidelhies. 16 The proposed wall or iron work L' ) uhatch the existing developer oper rctaininbe ava11 ui. materkii, style: and color or shall he the Fi tzce Palm(i color specilied is dii: >;uidelifiCs. 1 % 1k.place hlock wall per Shed. l:lor,ies stwidarr block L specificat.iou, if rea-loving a.,iy portion of bloc c ovall to g;ai.n access to reru• or side yard (requires inspection of rebir before cap is iaStall.ed). 1$ lRefer to Exhibit 'T' iii Clic Design (4ti.delines. (Blor..k Weill Dcaigra). x 19 IN41hen work is completed, please submit Notice, of Completion form attachedl 20 jACLICL sme rear ),,v(l property lieu; pins (markers) re lain during consLi-wr.ion (appli(:s to golf course lois only) 21 JAJI cori.tractors must sleet. the Association represenuLd.ve prior to rc,rnmencing construction. 22 11usubnlit. sho'Aing dl-ain.°age f1ow/pliuis. ,X 23 Isee notes on plans (if Dirty) X 24 independent irrigation comrol-1,r must. is used. for clie rear y;trtl, ii cannot be tied into the front. yard. Notes p1;V156QC1AT10H61T(q"y at to Ouinia''MCHITACTUPAMW Fo1m.iropcjuon6 al Appruyal rp . TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 February 25, 2008 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed at the site address noted below, with solid roof panels or layce purlins, as cited in the attached standard plans identified as Job No. GF07-0674 and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures), and the 2000 Aluminum Design Manual, ADM -01. The standard plans accompanying this letter must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbell(cDcharter.net should you require additional information. i�WN • Site Information m yzs No. 37948 m Exp. 3/31/09 CML�Q. Ofi CAOf - Owner's Name IL KA -11,J Address 6�OL,L AJ ST* City/Town CA- OU/ &ti State G_]WOF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA 3e o M a_ MRS. TERRY RYAN 81805 GOLDEN STAR ✓ LA QUINTA, CA. 92253 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION PROPOSED ALUMAWOOD OPEN LATTICE SHADE STRUCTURES PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: _ 1E, DESIGN NA COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 200,61NTERTIONAL RESIDENTIAL CODE, 2007,CALIFORNIA BUIL_DIN_G CODE,., FSCE/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 MAYBE 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.yAN-ATTACHED_PATIO:COVER MAY,SECURED.TO_AN-EXISTING CONCRETE -LAB PROVIDED THE SLAB IS AT,LEAST,3. 1_/2_ INCHES.,THICKA_ND IS LOCATED W AREAS WITH A FROST DEPTH OF ZERO. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL 8 USED AS CARPORTS. LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN LOADS: e f11rRESiDENATIAL-APPLICATIONS= IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H.'•Y 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 BAND 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: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 50 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTUR S" peg rF tAnru ecr�iq 13. 21. THE RATIO (H/P). PATIO COVER M ROOF HE GII-S� ��F�. VIDp aIE� T O OVER PROJECTION O)R WIDTH (P, FT), S AL EEDHE 81).p UNIT 22 OR WIDTHO�PU94 SHALL NOT EX E T. DI B PR J CTION 4 INGA SAFETY DEFT. APPROVED FOR CONSTRUCTION I DATE A o BY NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED FOR 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. MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WffH-THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. EASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI STAINLESS STEEL KWIK BOLTS ( ICC -ES ESR -1917) INSTALLED WITH SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION - 170.4.13 OR APPROVED EQUAL. I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM 8 ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 REPORT NUMBER DATE: 10232007 =ELL COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psl DURALUM PRODUCTS, INC. 1(916) SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95828 SHEET 1 OF 29 REVISED BY: K.K. B D.P. 90,1009110 MPH 452.7021 FAX 403-1519 sales@tluralum.ccm RAFTER. SEE TABLE FOR SIZE AND SPACING MAX. PROD. SEE SCHEDULE MAX. O.H. I� 25% OF SPAN Qo_tl SEE LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER ' SCALE: NTS T\/1"lr Ilrll ATTA/%111—T1 [ IKI l 1" fir RAFTER. SEE TABLE MA FOR SIZE BX EE S AND SPACING MAX. O.H. O.H 25% OF SPAN HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES Fk/Sri,V NOTE THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROD. C'BU/(O/,yG MAY NOT BE ENCLOSED OR COVERED SEE SCHEDULE CITY S IEZT BL ,BUILDING & HEIGHT � 1<_� �_l t r LENGTH OF STRUCTURE VARIES AB ATTACHMENT 'OO USED WHERE F Sp s r TED. - Fr'9BCFC/HC HEDULE >G �� NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED. CHANGEABLE WITH ANY OTHER SEE SCHED. FOR FOOTING CUBE SIZE ;1OMPONTENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE ~' ` MAY NOT BE ENCLOSED OR COVERED. ..••' , ."'• I,TTICE STRUCTURE.'KI'{.-'` ^ ' TYPE "F" ATTACHED M FE9 141 `2'J2. MAX. PROD. NOTE THIS OPEN LATTICE -TYPE STkjCTURE r,,- SEE SCHEDULE MAY NOT BE ENGLOBED OR CQVER_ED. RAFTER. SEE TABLE /� MAX. ( 5% OF HEIGHT 41s "'Ale POST WITH SIDE- PLATES SEE TAIL 3 1/2' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. X DRAWN BY: K K LENGTH OF STRUCTURE VARIES LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 REPORT NUMBER DATE* 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 P51 DURALUM PRODUCTS. INC. SCALE: NONERANCHO CUCAMONGA. CA (951)741-2107 STRUCTURES HORIZ. WIND = POST CR SS -SECTION. ;;r 90.1008110 MPH SEE POST DET IL NOTE: EACH COMPONENT IS INTER- P O G F CHANGEABLE WITH ANY OTHERsFF CONSTRAIN BE qED COMPONTENT UNLESS OTHERWISE SHOWN. e F�'hc �� FOOTING. OOTI G.SEESCHE NOTE: EACH COMPONENT IS INTER- pos TTO oCONSTRAINY FOOTING. SEE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SFFr Sagc qe<F I- sOOEDUL C FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. c FOOTING WHERE REQUIRED SCALE NTS SEE SCHED FOR FOOTING LUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE 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* 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 P51 DURALUM PRODUCTS. INC. SCALE: NONERANCHO CUCAMONGA. CA (951)741-2107 STRUCTURES HORIZ. WIND = 18269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET30F 29 ' REVISED BY: K.K. 8 D P. 90.1008110 MPH (976) 452-7021 FAX 403-1519 sales duralum.wm @ SOLID PANEL TYPES ATTACHMENT CHANNEL LENG ALUMINUM SEE DETAIL AND SHAH OF STRUC ROOF PANEL l"" !'IE -PRO FCTOT BELE RE<VAR SEE SCHEDULE n �' r ° Y ON IF SS TFIAN , t FOR SPANS v ENC�OSED O. SPAN "O.H." NOT TO EXCEED 25% OF SPAN .i` I • J 1 SEE DETAIL FOR SPLICE 1 v /'pST OPTIONAL: CANTILEVER BEAM m U SO. POSTS, SIZE VARIES SEE SCHACING SEE SCHEDULE FOR EDUCES POST SPACING_ --_;-X >< 3 1/2" SLAB ATTACHMENT 025 NOT TO 22 MAY BE USED WHERE ALTERNATE: Ors p N- CEEO /n N PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' NOTE: NO SPLICE AT THI! r POST AND AT END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER-&R ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS O "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 —77 �RUCTU,,VARIES (MAY NOT BE EMCLOSED ) SEE SGIEDUNES LENGT SE DULE R ESPACING ALUMINUM SEE DETAIL'S. SHT. 7 AND S/y h OF STRU C. TkE Lt POST OF PANELMIN. 0.5' SLOPE PER FT PRO ETIoN E SS T �AA�/ES O.H ALTERNATE: -.;p25 lF - 0XC SINGLE POST OSED SPAN FD SEE SCHEDULE MAY BE USED ALTERNATE: "O.H." NOT TO EXCEED 25% NOTE 140 SPLICE AT THIS OF SPAN 11 POST 411AD AT END BAYS. NO BEAM ATTACHMENT CHANNEL LENGT OF SPAN ALUMINUM SEE DETAIL'S. SHT. 7 AND S/y h OF STRU C. TkE Lt PATIO COVER SYSTEM AS MFG. BY: OF PANELMIN. 0.5' SLOPE PER FT PRO ETIoN E SS T �AA�/ES DATE. 10/232007 SR lF 10, 20 8 30 psi FOR SPANS OSED 3 1/2" SLAB O. . MAY BE USED ALTERNATE: "O.H." NOT TO EXCEED 25% SINGLE POST FOOTING, SEE OF SPAN SCHEDULE 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com SEE DETAIL FOR SPLICE POS OPTIONAL: CANTILEVER BEAM SP ACISQ. SEESCHEDUC SE EDULE m co POSTS, SIZE VARIES S POS SPACINGR 3 1/2" SLAB ATTACHMENT O. 2jo NOT Tp r �_ = MAY BE USED WHERE ALTERNATE: OF SP AN PERMITTED. SINGLE POST g SEE SCHEDULE SEE SCHEDULE to r MAX. HT.= 12' i ^`f ��np 08 NOTE. O SPLICE AT THIS .l t POST AND AT END BAY �SJCB G WHERE REQUIRED CCA EDULE FOR FOOTING CUBE SIZE 'Ay �\ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 'ALUMINUM ROOF PANEL MIN. 0.5- SLOPE PER FT I /SEE SCHEDULE X FOR SPANS "O.H." NOT TO EXCEED 25% DRAWN BY: K.K. OF SPAN SEE DETAIL FOR SPLICE PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 T 3 DATE. 10/232007 ES SPACIryG SCHEDULE` SO. POSTS, SIZE VARIES 10, 20 8 30 psi DURALUM PRODUCTS. INC. 3 1/2" SLAB SCALE: NONE MAY BE USED ALTERNATE: TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE SCHEDULE O.H. V r ARE VARIES 64�,Iyo-rqe ENCLOSED OPTIONAL: CANTLE SEE SCHEDULE FOR POST SSPACING O - k. NOT 259'.OF SPq��NIjEkCEED NOTE O SPLICE AT THIS POST A AD AT END BAYS. FOOTING WHERE REQUIRED ./ FOOTING WHERE REQUIRED 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- 12 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 F.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 SOLID PANEL 10, 20 8 30 psi DURALUM PRODUCTS. INC. ' SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORQ WIND = 6269 ALPINE AVE.. SACRAMENTO. CA 95626 SHEET 2 OF 29 REVISED BY: KK & D.P. 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM ALLOY 3004-H36 2• 6 5.. OR EQUAL MAX6 5" 3 0" B 0" --� * I` A 2" I_F SEE NOTE BELOW - ALUM ALLOY 3004-H36 ALUM ALLOY 3004-H36 024" 024-' OR EQUAL '042" OR EQUAL --E.032" 042" 032" * SEE NOTE BELOW I.C.C. E.S. EVALUATION DRAWN BY: K K. cn 1' `2 z 6 1/2" RAFTER PATIO COVER SYSTEM AS MFG. BY: JOB NO GF07-0674 REPORT NUMBER DATE' ;O23QW7 0 DBL. 2 x 6 1/2" RAFTER DURALUM PRODUCTS, INC. 024 16" co c c N o 3 x 8" RAFTER 8'-10" 8'-10" (PSF) '(IN.j I 90 MPH ► 100 MPH 110 MPH L.L.= (PSF) "T' (IN.) °' m 90 MPH 100 MPH 110 MPH CL L.L.= (PSF) "T' (IN.) 90 MPH 100 MPH 110 MPH a o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.G EXP. 131 EXP.0 EXP. B ' EXP.0 EXP. B EXP.0 0 ,, ~ 024 1 16 14._4" 13'_0" 13,-0" 11'-8" 12'-10" 11'-4„ 10 .024 16 20,_3" 18'-4„ 18,-4" 16,_6„ 18'_1" 16'-0•• 10 042 16 28,_2" 25,_7, 25'-7" 22'-6" 25'-2" 21'-2" ii?: d� - 111-8 10,_7" 10'_7, 9'_6" 10,-4„ 9'_3„ 24" 16'-6" 15'_0" 15,_0" 13•-6••14'-5" 13._1" 24" 23'-0" 20'-10" 20'-10" 18'-9" 20'-6" 18'-2" "'- .032 -16" 19-_l" 17,-4„ 17,-4" 15-6„ 17'_1" 15'-4' .032 16„ 27,_0" 24•-6" 24'-6" 22'-0" 24'-2" 2 V SPAN ;j iti "t :, i O.H. 24" 15,_6., 14%2" 14,_2" 12,_8" 13._11" 12._3" 24" 22,_0„ 20'4" 20'_0„ 18,_0„ 191_81, 17,-4" 24" .042 16" 26'_4„ 23'-10" 23'-10" 1 21'-6" 23,_0„ 20'-10" 20 .024 16" 15._2" 15'_2. 15.2,. 15'_2" 15:2" 15._7. 20 .042 16" 21'_0" 21'-0" 21'_0" 21,-0" 21,_0" 21,_0" 24" 21'-6".l19'_6., 19'_6'. 17'3" 18'_9„ 17,_0" 24" 12'-4" 12,-4„ 12,-4„ 12,-4„ 12,-4„ 12'A" 24" 17'-2" 17'-2" 17,_2' 17,_2, 17,_2' 17,_2, TABLE` 024 16" 10'-8" 101_8" 101_8" 101_811 101-8" 10'-8" 032 16" 20,_2, 20,_2, 20,_2, 20,_2' 20,_2' 20,_2" JTRIBUTARY 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" 20 .032 16" 14'-3" 14,_3" 14,_3„ 14,_3" 14,_3„ 14,_3„ 30 .024 16" 12'_5" 12'-5" 12'_5' 12,_5" 12'-5" 12,_5, 30 .042 16" 17,_3" 17'-3" 17,_3„ 17'-3" 17,3„ 17'-3" 24" 11'-8" 11 8„ 11,_8„ 11,-8„ 11,_8,. 11,-8„ 24" 10,_2„ 10,_2" 10,_2, 10,_7, 10,_2" 10,_2, 24"' 14,_2rT4'-2"�-2f�F12" 7 7 8 8 14'-2". .042 16" 19'_8" 191_81, 191_81, 19'-8" 191_8„ 19,-8" .032 16„ 16,_7, 16'_7, 16,_7' 16,_7, 16,_7' 16'-7" 7 7 8 8 9 9 10 i i 24 16,_1„ 16'_1" 16,_1„ 16,_1„ 16._1,. 16,_1" .. 13'-6" 13,-6„ 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' ;O23QW7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 1 10. 208 30pst DURALUM PRODUCTS, INC. 024 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 1 8'-10" REVISED BY: K.K. & D P E L S•RT RS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING E1.,� 90. 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com 24" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" B �'Sp"� d� ®wJhY��t.�•l:!€+ AMODE P""c SO=L-©NG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED. 16" 11,_9„ 11'9" 71'-9" 11'-9" 11,_9„ 11,_9" :�';•:� - �•,• APPROVED rFg 30 .032 24" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" , 1��a FOR•° ;,. CONSTRUCTION,.: 16" 13' , ,. .1E , `i PROJECTI 042 SPAN ;j iti "t :, i O.H. 24" 13'_3" 13'_3" 13'_3" 13'-3" 13'-3" 13.3" BY Ajo. 3i9q� t 7 to 4 �� WIDTH TABLE` CLEAR SPANt ; JTRIBUTARY O.H.' 6 7 1 8 9 10 11 12 13 14 15 16 17 18 19 20.. h 0 3 4 4 5 5 6 6 7 7 8 B 9 9 10 10 10 TRIBUTARY TRIBUTARY= ZZ 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 11_ _WIDTH � 1/2 SPAN +O.H. 2f ' 5 f 6 6 7 7 8 8 9 9 10 10 11 11 12 12 12 3' - 7 7 6 8 9 9 10 16 11 11 12 12 13 13 13 NOTE: TRIBUTARY ON MULTIPLE SPANS IS 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 14 EQUAL TO CENTER SPAN TO CENTER SPAN 5 - - - - - 11 11 12 12 13 13 114 14 15 15 15 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' ;O23QW7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 1 10. 208 30pst DURALUM PRODUCTS, INC. SCALE' NONE RANCHO CUCAMONGA. CA (9511741-2107 RAFTER SPANS HORIZ WIND = 8289 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 6 OF' 29 REVISED BY: K.K. & D P 90. 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com PANEL FASTENERS 90/100/110 MPH .750" 24" .300" 24" TRI='V' PAN 240" .07 L.L.= PSF 90- MPH 100- MPH 110- MPH C �Q 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. FE9 141908 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. ') .. ( v 37,948 -,!,;7,i j 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. `SKYLIGHT DETAIL NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 075" EXPOSURE B & C :.� .440" 1 11 11 .265" 40" 6.00" R9.250 OPTIX@ PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" 12- L.L.= 6" PANEL SPANS / 8" PANEL SPANS 110- MPH 12" x 3 1/2" W PANEL t=.024" L.L.= PSF 90- MPH 100- MPH 110- MPH 10 6" #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 8" #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 075" EXPOSURE B & C :.� .440" 1 11 11 .265" 40" 6.00" R9.250 OPTIX@ PRODUCTS ACRYLIC PER 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 110- MPH t=.020" t=.024" t=.032" t=.040" 20 6" 8" 6" 8" 6" 8" 6" 8" 10 10'-2" 12'-9" 13'-4" 14'-7" - 20 - '8'=10"' -10'-3" 11'-4" 12'-3" �r? r,77} r 18'-4" 30� --ITU 9'-10" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS •. r, "L.) 1 IJ vq i f 80 , 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: 10/23/1007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 d 30 psl DURALUM PRODUCTS, INC. la1-210i PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SCALE: NONE RANCHO CUCAMONGA. CA (951 REVISED BY: K.K. 8 D.P. ) 90, 100 8 110 MPH (916) 452-7021 FAX 403.1519 sates@tluralum.com SHEET 5 OF 29 HANGER CHANNELS AND MOUNTING BRACKETS R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \r- ALUM. c ALUM. PANEL - / 3x ALUM. RAFTER J FASCIA BOARDEXIST. EAVES, RAFTER ALLOWABLE PROJ. • EXISTING EAVE _ - EXISTING EAVE CONNECTION R 2.740" I T=.060" 1.50" WALL FASTENERS ALUM. 3004-H36 AT WOOD STUD SEE TABLE 300- .07 150" .06 SEE TABLE - . 633" I= 0.04" .010290" DIA. .25"R #to SMS PANEL .OS' A C C E H H LOCKS OR #8 SMS 4" B C C o 563" �i ri .281" AT EA CONTACT 2 �5. 'R o WALL � J J K c:)O N r1 � FASTENERS ALUM.ALLOY CONTINUOUS ROOF PANEL Q (WHERE OCCURS) A- RAIL DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 6063-T6 3 ALUM.ALLOY A=1/4"0x1 1/2"@12" O.C. 1.75" A R 060".R " B 6063-T6 #10 SMS @ EA CONTACT w AL Y 6 6 3-T6 ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \r- ALUM. c ALUM. PANEL - / 3x ALUM. RAFTER J FASCIA BOARDEXIST. EAVES, RAFTER ALLOWABLE PROJ. • EXISTING EAVE _ - EXISTING EAVE CONNECTION R 2.740" I T=.060" HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT 2x FASCIA AT WOOD STUD N WALL FASTENERS W/ SIMPSON A35 CD SEE TABLE 16" O.C. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 O A C C E H H J J K 90 B C C E H H APPROVED 3" OR 4" 110 1 D C C ROOF PANEL J J K c:)O IINSUL. 17'-5" 47, 5'-6" , .. DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 24" O.C. EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY OR f DESIGN W/ SIMPSON A35 16" O.C. CONCRETE 16" O.C. 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 1 D C C G H H J J K 24" O.C. 2'-0" 17'-5" 47, 5'-6" , .. DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 24" O.C. wZ A=1/4"0x1 1/2"@12" O.C. E=3/8"0x2 1/2"@16" O.C. J=1/4"Ox1 1/8"@16" A.B. 8=3/8"0x1 1/2"@16" O.C. F=7/16"0x2 1/2"@16" O.C. K=1/4"0x1 1/8"@12" A.B. aN C=3/8"0x1 1/2"@12" O.C. G=7/16"0x2 1/2"@12" O.C. D=7/16"0x1 1/2"@12" O.C. H=3/8"0x2 1/2"@12" O.C. ,• _ EXIST. RAFTER DRAWN BY: Kr, ALLOWABLE DECK / RAFTER SPAN ' RAFTER SIZE SPACING OVERHANG LL=10 LL=20 . LL=30 2 x 4 FULL OR 16" O.C. 1'-6" 14'-5" T-7" -4--5- / 2'-0" 8'-5" 4'-4" 2'-4" 2" x 4"V-6" FULL OR 24" O.C. 8269 ALPINE AVE., SACRAMENTO, CA 95826 8'-2" 4'-3" 2'-5" 2'-0" T-9" / "FULL OR 2:'.62"x8"NOTCHED 24" O.C. 2'-0" 17'-5" 9'-1" 5'-6" , .. 2"x8" FULL 24" O.C. 2'-0" 23'-1" 22'-1" 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)-318"0x5" LAGS 3" APART VERT. AT 16" O.C. THE INSTALLATION OF LAG SCREWS & WOOD SCR ACCORDANCE WITH THE NATIONAL DESIGN SPEC 11.1.2. CITY OF LA QUINTA BUILDING & SAFETY.DEPT. APPROVED FOR CONSTRUCTION ARE REQUIRED TO BE IN TIQA l tsar 11 '. 9r Y L R #10 SMS T&B �— 1.880" AT 12" O.C. Ali /,�..� !��`J- 3131109 •?`,; ~ 10# L.L.=(2)#8 SMS EA. SIDE ' 1 i!2" 20#/30#L.L.=(2)#10 SMS EA. SIDE 3/16" _0 STEEL 'w 0 1/4"0 HOLES.TYP. 3/4' OR 1 1/2" �1 0 NOTE: PROVIDE WATER 1 8 0 PROTECTION, METAL FLASHING I _ 2x6 1/2" 1 0 CAUCK JOINTS AND SLOPE 5" MIN. OR 8" TO DRAIN RAFTER �) TYPICAL BRACKET AT EVERY 2x 111/4' /4" OR 1 MAX. DIST. ------------- f TO FIRST POST \ COVER SUPPORT ' BEAM OR WALL EAVE LENGTH 12'-0•' / ,.L.. MAX. 2-420x3" WD: SCREWS L'1=W \ 2x6 OR 2x8 LEDGER & 30 PSF «[[" 2-1114x2 3/4" VND SCREWS ALL !CEE RAFTER OTHER DESIGN LOADS. �! ` (3)-#t x3 t/2" WS. ( )-#10x1 3/4" PATIO COVER RAFTER TO r WALL CONNECTION ~O NOTE, PLACE"SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP SHINGLE ROOFING TO PROVIDE SEAL - NOTE:BRACKET MAY BE MOUNTED 4 BRACKET CONNECTION BELOW RAFTER W/ SAMF C0NNFCT1nN'R I.C.C. E.S. EVALUATION DRAWN BY: Kr, TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: NO GF07-0674 REPORT NUMBER DATE. 10/232001 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 10 208 30Psf DURALUM PRODUCTS, INC. ,LOB SCALE: NONE REVISED BY. K.K & D.P. RANCHO CUCAMONGA. CA (951) i47.210i ATTACHMENTS HORIZ. WIND = 90, 100 & 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 10129 (916) 452-7021 FAX 403-1519 sales@duralu .C= COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS -3" 21 = t. .032" 10 SMS �I-3_ .0�10.O" SQ. I 3.001, 3.00" SQ.3.00"SQ. I 9 .8"G 024' 0 :3 — -- A. SIDE I Q SQ. t=.251' =4"SQ.xt=.188 M..032" NK -- 14"R =5"SQ.xt=.188" ALUM.I 032' TYP. .040" ALUM. .048"STEEL .024" .28" O O 3.0".4.0"0 5.0" O 5/8" PLASTIC PLUG 3" SQ. ALUM. POST 3" SQ. ALUM. POST 3`9Q. AL M. POST MAG POST SQUARE AL AL. 3 3s WITH SIDE PLATES OD 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004- H36 ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ASTM A653 SS GRADE 40 A 653 RA 40 ALUM. ALLOY 6063-T6 �-11M. ALLOY 3.00" OR w..FE9 6063-T5 2.40„ z.o" r'%y ! �'� `, 1.375" q7/16"OHOLE .56" 2 FLANGES . 10 :•i. 0 2 1/8" APART 0 ASTM A653 SS GRADE 40 STEEL 1.125" 2.5.. !I _ f!_C •C TtY s° .i ...- } r 1,,;!o. 37948 ;� 1 0 75" 75" BASE FLARES i , r+ I -,P 313'•10 .,% 1. t \:. ' 1.60" 157" TO T WIDE EA. TYP _ __ _ SIDE OF FLANGES •� v �. s 1 USE FOR 3" 1.75" �---� o {;' 'i'• %T hid NSTALL WASH. PLATE s " .090" TYP. 11 /e x 5/16" x 5y2" WHEN USING POST ONLY s.so' (L 1-7/16"O HOLE Ittl.110 MPH WIND AREA & 2-318" HOLES 2- 5/16"O HOLES TYP. EA SIDE .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 T=,060" TYP. -- (3)-3/8" LAG SCREWS OR 6 (4)-1/4" LAG SCREWS 2 1/8 2 1/8 "T" BRACKET (2.5" PENE. INTO WALL) 7/8" 13"SO. POST W/ . J 1 (2)-#12 SMS EA. 3" SO. ALUM POST 6„ H 2„ SIDE OF POST OR 1/4" M.B. THROUGH / 1 POST 1 i L/ 11/16" 0 ROD 3/16" Ire z I 1040 STL '' �' �L� C11, 4„ jr 1 -o AUGER PAINTED, �., "��'L .: 20 1 20.. 3" 3" 3"SQ.POST BRACKET: 2 12"x 2 tr1" R SOP DIPPED (1)-114" 0 M.B. x 7 GA. STL. OR ELECTROPLATED �+ J1 j, -+» I L J-- r PER SIDE (2-TOT.) PLT. ASTM A36 Il ALUM. ALLOY 4" DIA. 9 GA. 6063-T5 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER ASTM A-36 HELIX10- 3116" STEEL PLATE A. """ NOTE" STEEL 36 . SINGLE PAss wELDI o "H" BRACKETL MSQ. ALU aEPOSTH *RUST-O-LEUM" RAFTER BRACKET .. OR EQUAL - ONLY. OR HOT DIPPED GALVANIZED NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED O STEEL SEE CONC. SLAB POST SPACING TABLE FOR SPACING. .FOOTING 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 1az3rzoo7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN POST TYPES 10. a DURAL PRODUCTS. INC. SCALE NONE REVISED BY' K K & D P RANCHO CUCAMONGA. CA (951) 741.2107 I IA D 0. 100 WIND = 90, 100 & 110 MPH IN 8269 ALPINE AVE.. SACRAMENTO, CA 95826 1916) 452.1021 FAX 403-1519 salesaetluralum.com SHEET 8 OF 29' DA NOTES: ALL COMPONENTS NLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION UULUIVIiV / t --UJ I I T t'CJ bL %oumrfil.0 IVIVUIN 1 r1IVLJ CIVIoCIJIVICIV 1 vL_ I r-\IL_v TOM CAMBELL & ASSOCIATES. INC. COLUMN LIVE LOAD = ALUM."RACKET USE WITH POST TYPE B.C.D. ORE STEEL POST ONLY: DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING -T' BRACKET 10, zo a 3o psf STEEL.T'BRACKET USE WITH USE POST TYPE F. G. H. J OR K FOR POST T(3)-5/POST TTSYPE J -� SCALE: NONE Iwo@-3°'SQ. POST W/ AND EMBEDMENT POST TYPE B.C,D.E.F.G.H J OR K I � • 3"SQ. POST (2)-#12 SMS EA';. 3 -SO POST ALUM.-rBRACKET USE (21-38'0 HILTI 90, 100 a 110 MPH I 415" I SIDE OF POST OR KW K 0 TS OR EQUAL 12 DEPTH OF (2)-112"OBOLTS 16"INSERT � ' 1/4': M.B. THROUGH sTEEL rBRACKET. USE (2}38'0 HILTI KWIK FOOTING OR I I FOR ALL OTHER CONDITIONS 415" ..188' POST SEE NOTES BELOW BOLTS OR EQUAL 12' MIN. EMBD. I I I ASTM A36 L ;� (2)-3/B"0 HILTI "KWIK"' ( 2' MIN. EMBEDMENT DEPTH FOR KWIK BOLTS :: I ;'; ; STEEL BOLTS, OR EQUAL. EACH I •r :� <: 1 I .: LO q___ ' BRACKET TO SLAB. ~.'•• ; I't-;' �0"SO.BASE PIT. c� tZ 12"SQ.BASE PLT d w p 18'SQ.BASE PLT .a DE TH , Y i 3/16' ATM A36 STE $LAB SHALL BE IN GOOD CONDITION c POURED CONCRETE FOOTING SEE NOTE F=- 0 (STL.) - y4 3 1/2" MIN. FOR SIZE FOOTING (1)-12"OM.B. Q x9" LONG. 1" SQUARE OR FLUTED OR 4" SO. POST (STL.) SEE SCHEDULE QUARE FROM END SEE FTGS. INSERT - OF POST SCHED. PL.1/2"THK. " EXISTING SLAB Y O7 3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED. O INTO FOOTING 1 12" 7" 1 12. 1 1/2" 9" 112" 2 WELDED STEEL BASE PLATE ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANCHOR BOLTS1. PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. DO NOT USE ALUM. "T' 10"SQ.x12' B, C, F. G BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM. 4' OR 7" 1 -BEAMS. 2. POST TYPE E CUBE SIZE SO. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 12"SQA12" B. C. D, F, G. 8 H 18" 18" SQ. 12" BOLTS 18'SQ.x1/2" B. C. D. F. G, & H 20" 21" SQ. 12" 23' & 24' CUBE (2)-12"0 PULL-OUT= 3 1/4' 625# MAX. EACH INSTALL WASHER PLATE, 2"X Yo" X 0'-§,V," AT STEEL 'T' 1312ACKET. 22" 25' SQ. 16" 25' - 30' CUBE (4)-12"0 PULL-OUT= 625# CH MAX.. 3 1/4'a' 24" 28" SQ. 20" (4)-5/8'0 PULL-OUT= FREESTANDING 26" 32" SQ.23" 31' - 34' CUBE 865# MAX. EACH a 3. POST TYPE DO NOT USE STEEL'T' BRACKET W/ T' FBEAM. BASE PLATE ANCHOR 28" 35" SQ. 25" 35' - 39" CUBE (4)-3/4'0 PULL-OUT= 1375# MAX. EACH 4 3/4' ASE PLATE ANCHOR BOLTS (SIZE & TYPE 30" 39" $Q. 26 _ FEB 141 •+-R._• . ::= _.- - c �F4J, 32" 43" SQ. 30 a0' - 42' CUBE (4)-314"0 PULL-OUT= 1835# MAX. EACH a 3/a' 10'x10'x 12" 4 314.0 HILTI SS KWIK BOLT ( )' PER I.C.C. ESR -1917 NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -11 EQUAL. SPECIAL INSPECTION REQUIRED PERC�A I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL. 34" 47" SQ. 32" ��'. i:' '"-a �' ! rl;/ ` �. r/ 'Li �•1, CI t• (4 3/4" EMBEDMENT DEPTH ) 36" 51" SQ. 34OR 38" 55" $Q, 37 12"x12"x 1/2" (4)- 1"0 HILTI SS KWIK BOLT 40" 60" SQ. 39"��9�PN( O� a au'(�� ,y{�` �y &SAFETY DE BUCUBE T. /�y r,'?_ !� yw ° = 3y mlp 7' PER I.C.C. ESR -1917 (4 3/4' EMBEDMENT DEPTH ) 44" 69" SQ. 43" FOOTING W131/2"SLAB rj®O"ED r n `/ _ ,` 18'x18"x 1/2' (4F 1.0 HILTI SS KWIK BOLT y�� ' I.C.C. ESR -1917 - (ER 4 3/4" EMBEDMENT DEPTH ) DA NOTES: ALL COMPONENTS NLESS 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: REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, zo a 3o psf DURALUM PRODUCTS, INC. JOB NO. GF07-0674 SCALE: NONE RANCHO CUCAMONGA, CA f951) 141-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO CA 95826 1(916) • REVISED BY: K.K. a D.P 90, 100 a 110 MPH 452-7021 FAX 403-1519 saleS@CtuMlum.cOm SHEET 9 OF 29 4•• 1 ry :,.,..:.. F �B 14 it;ij + I 3.D' I� - ` Imo- MAX. 2" .042.. SPLICE WHERE 4" SPLICE WHERE ' - _�_� '!' ij� — 8.0• OCCURS OCCURS �,t;fj I�--- 070" I - :ii - ,:i. ll� 'j .032" TYP. =a.Y. - ".1.09 If7 - 110" i 1 TYP. o '• ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY - ALUM. ALLOY 3004-H36 OR EQUAL 6063-T6 6063-T6 OR EQUAL 4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM 3.0" I �— ` ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3"62MAX 3 I�-1 � 6 �5 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM I 042" T - 042" 7 875„ ° 14 GA 7i' I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM .( ASTM A653 GRADE 50 ' 7 c s :I I. i .62 2 5"' ALUM, ALLOY 3004-H36 I ALUM. ALLOY 3004-H36 OR EOUAL O OR EQUAL ^ A —_ 2.675^ I A' 3 x 8 BEAM W/ STL: INSERT DBL. 3 x 8 BEAM IVO' 3 x 8 BEAM O STEEL INSERT - I.C.C. E.S. EVALUATION HEADER BEAM TYPES & ATTACHMENT DETAILS PATIO COVER SYSTEM AS MFG BY: JOB NO F07.0674 1.52" .61" DATE. 10/232007 GUTTER EXT. CLIP 10.20 830 psl GUTTER EXT. CLIP SCALE. NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES HORIZ WIND = 6269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 0 OF 29 REVISED BY K.K. 8 D.F. 90, 100 9 110 MPH (916) 452-7021 FAX 403-1519 sales@duratum,wm 3.00" SQ. 2.00" 1 79"OCCURS SPLICE WHERE SPLICE WHERE OCCURS SPLICE WHERE OCCURS ___]l • - -1— _ / --1 � 46 .075" 73" 2.57" 4 6 I TYP 1 2.19" 204" TYP. 048" j 2.08" —1- 2 04' oss" TVP. 065' TYP 2.93" I °" 3.0•---� .28.. - 2 7- ASTM A653 SS GRADE 40 .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 O ALUM. ALLOY 6063-T6E O ALUM. ALLOY 6063-T6 O ALUM. ALLOY 6063-T6 O 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM 4•• 1 ry :,.,..:.. F �B 14 it;ij + I 3.D' I� - ` Imo- MAX. 2" .042.. SPLICE WHERE 4" SPLICE WHERE ' - _�_� '!' ij� — 8.0• OCCURS OCCURS �,t;fj I�--- 070" I - :ii - ,:i. ll� 'j .032" TYP. =a.Y. - ".1.09 If7 - 110" i 1 TYP. o '• ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY - ALUM. ALLOY 3004-H36 OR EQUAL 6063-T6 6063-T6 OR EQUAL 4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM 3.0" I �— ` ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3"62MAX 3 I�-1 � 6 �5 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM I 042" T - 042" 7 875„ ° 14 GA 7i' I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM .( ASTM A653 GRADE 50 ' 7 c s :I I. i .62 2 5"' ALUM, ALLOY 3004-H36 I ALUM. ALLOY 3004-H36 OR EOUAL O OR EQUAL ^ A —_ 2.675^ I A' 3 x 8 BEAM W/ STL: INSERT DBL. 3 x 8 BEAM IVO' 3 x 8 BEAM O STEEL INSERT - 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 F07.0674 REPORT NUMBER DATE. 10/232007 COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING 10.20 830 psl DURALUM PRODUCTS. INC. SCALE. NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES HORIZ WIND = 6269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 0 OF 29 REVISED BY K.K. 8 D.F. 90, 100 9 110 MPH (916) 452-7021 FAX 403-1519 sales@duratum,wm FOR CONSTRUCTION NOTE: �/l FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &SHT. 23 FOR FREESTANDING DATE 41 50 BY L�a_ I.C.C. E.S. EVALUATION �10#_ L.L.=_90_MPH FREESTAND.&;ATTACHED-OPEN_LATTICE-P_AT-IOS,r12"OR_LESS j"EXP._BA C 5.A.. I U -4 LIVE LOAD = 3" SQ. STEEL BEAM 31 'DBL. 3"x8"x.042"BEAM'' COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING, •' -' DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM 3"x8" BEAMw/INSERT 14-5 SCALE. NONE H _ AND ATTACHED ix SHEET 240E 29 H REVISED BY: K. K.BD.P MINIMUM NO. OF POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. 15'-2" <= I r � o J O m O Z • v — g ' 24 19'-6" 19'-3" FOOTNOTE: ' G m U y No ii SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x 8" SPACING 33 � o m FTG MOST FTG. FTG MOST FTG. FTG. MOST FTG. FTG. MOST FTG. POST TYPE t POST TYPE 2 12'-4" 12,-4" y >� 22 (IN.) TYPE (IN.) 29 (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) 13'-9" (IN.) TYPE (IN.) 16' 16'-8" 28 EXP. B EXP. C EXP. B EXP. C 26 G 22 25' 4" 17' 4" 28 G 22 23'-,0" 33 G 23 1s 4 ,s 4 28 G 20 32 �1, 33 G 27 6' 2 2 2 2 10'-1 10'-4" 10'-, " 10'-10' 26 G 23 21'x" 0'-8" 33 3'-7" 30 „' 3 15'-7" 16'x" 2 o„ 10'-2" 12'-9" 28 G 27 15'-2" 14'-11,. 28 G 26 10'-4 '-10.. 10 4 10.x.. 5' 20'-3" 16'-1" 28 G 23 21' 4' 21, 1„ 33 G 24 14' s". 14'-8" 28 G 21 28' 7', 33 G 28 7 2 2 2 2 FOR CONSTRUCTION NOTE: �/l FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &SHT. 23 FOR FREESTANDING DATE 41 50 BY L�a_ I.C.C. E.S. EVALUATION 19 5.A.. I U -4 LIVE LOAD = H 31 10'-10" COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING, •' H t0. 208 30 pst OUR PRODUCTS, INC. 13-11 14-5 SCALE. NONE H _ AND ATTACHED 7-9 SHEET 240E 29 H REVISED BY: K. K.BD.P FOOTNOTE: ' l0 it L.L. 90 MPH 20' 5'-1" 10-2.. 33 B' 2 2 2 2 30 6' , 16-10; 15'-2" 28 G 24 19'-6" 19'-3" 33 G 24 13'-4" 12'-8" 13'4" 13' 4" 28 G 21 26-2" 5'-4" 33 G 28 7' 14'-6" 14'-4" 28 G 25 18' 1" 17'-10" 33 G 25 12'-4" 1'-9" 12'-4" 12,-4" 28 G 22 24'_2" T-5" 33 G 29 9' 2 3 2 2 8' 12'-8" 13'-9" 28 G 26 16' 16'-8" 28 G 25 11,_7„ 11 �-0' 11'-7"11'-7" 26 G 22 22'-81'-11 33 G 30 10• 2 3 2 2 9' " 11'-3" 13'-3" 28 G 26 15'-1 5'-9" 28 /••� G 26 10'-1 10'-4" 10'-, " 10'-10' 26 G 23 21'x" 0'-8" 33 G 30 „' 3 .3 2 2 10' 10'-2" 12'-9" 28 G 27 15'-2" 14'-11,. 28 G 26 10'-4 '-10.. 10 4 10.x.. 26 G 23 20'-3" 9. 7,. 33 G 31 12 3 3 2 2 11' 9'-3" 12'-4" 28 G 28 14'-5'4-3" 28 G 27 9' 10" 9' 4" 9'-,0" 9'-10" 26 G 24 19' 4" 18'-8" 33 G 32 73' 3 4 2 2 12' 8'-5" 12'-0" 26 G 28 13'-9" 3'-8" 28 G 27 9'-5" 9'- ' 9'-5" 9'-5" 26 G 24 18'x" 7'-10" 33 G 32 14' 3 4 2 2 13' 7'-9" 11'-8" 28 H 29 13'-1" 28 H 28 9'-"' 8'-8" 9'-1" 28 H 24 17.9. 17'-2" 28 H 32 15' 3 4 2 3 14' 7'-3" 11'-5" 28 H 29 12'-9" 2'-7" 28 H 28 8'-9" 8.4. 8'-9" 81-9" 28 H 25 17 -� 16'-7" 28 H 33 16' 4 4 2 3 15' 6'-9" 11'-2" 28 H 30 12'A"'28 12'-2" 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 f -i 30 11'-1 1-9" 28 H 29 8 -2 7.9,. 8 2 8, 2.. 28 H 25 16 - 5,-6„ 28 H 34 16' 4 5 2 3 17' 5'-11" 10'-8" 28 H 30 11'-7' 1'-5" 28 H 29 7'-11" T-6" T-11" T-11' 28 H 25 15-6' 15'-0" 28 H 34 19' 4 5 3 3 18' 5'-8" 10'-6" 28 H 31 11'_3" 11'-2" 28 H 29 7'-8",-- 7,�„ 7- 8.. 7. B.. 28 H 26 15' 1" 14,_7„ 28 H 34 20' 4 5 3 3 33 11'-0" 33 29 T-6" T-6" 33 26 14'-8" 33 35 FOR CONSTRUCTION NOTE: �/l FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &SHT. 23 FOR FREESTANDING DATE 41 50 BY L�a_ I.C.C. E.S. EVALUATION 19 5.A.. I U -4 LIVE LOAD = H 31 10'-10" COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING, •' H t0. 208 30 pst OUR PRODUCTS, INC. T-2" T-6" SCALE. NONE H _ AND ATTACHED 14'-3" SHEET 240E 29 H REVISED BY: K. K.BD.P FOOTNOTE: ' l0 it L.L. 90 MPH 20' 5'-1" 10-2.. 33 H 31 33 H 30 7'-4" 7' 4" 33 H 26 14' " 33 H 35 REQHEAUER AND OR MIN- NO. OF POST IRED SPACING MUST EXCEED 10.-6., s',," 7,�.. ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C •�•°`= ^"��"� CE PD P/�CF�i , 14 2�Q9 C , Ull LESSER ST BE A O = I P t NC. ED SLAB ONLY r��' C Lg SD E3131CIS B OR FOOTINGS. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. FOR CONSTRUCTION NOTE: �/l FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &SHT. 23 FOR FREESTANDING DATE 41 50 BY L�a_ I.C.C. E.S. EVALUATION DRAWN BY, KK TOM CAMBELL 8 ASSOCIATES. INC. (GE v''' LIVE LOAD = NO GFoi 0674 REPORT NUMBER DATE. 10!232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING, •' P.a •SP.(tCMG.7,f.BLE ' REESTANDING t0. 208 30 pst OUR PRODUCTS, INC. SCALE. NONE RANCHO CUCAMONGA. CA 1951)741.2107 _ AND ATTACHED HORIZ. WIND = 6269 ALPINE AVE .SACRAMENTO, CA 95826 SHEET 240E 29 REVISED BY: K. K.BD.P l0 it L.L. 90 MPH g0,t008110MPH (916) 452-7021 FAX 403.1519 sates@oumlum.Com 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL IZ UK Lt55 cxr.b&u F m O r O z m U v g ¢ a z g U) O 7" I -BEAM CUBE FOOTING SO. x 18" THICK DBL. 3"x8"x.042"BM CUBE FOOTING DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM CUBE FOOTING 3'W" 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 z 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 28" 11'-9" 32 J 22 B 30" 8'-0" 10'-2" 28 J 19 B 52" 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 J 23 C/E 6' 5'-11" 15-10" 32 J 26 F 9'-7" 28 J 23 B 6'-6" 8'-3" 28 J 21 B 12'-10" 32 J 24 C/E 7' S._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 C/E 8, 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' 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'-6" 12'-3" 32 J 28 F 7'-5" 28 J 25 B 5'-0" 6'-5" 28 J 23 B 10'-0" 28 J 26 E� 11 3. 2.. 11'-9" 28 J 28 F 7'-1" 28 J 26 B 6'-2" 28 J 23 B 9'-6" 28 J 26 E/ 12' - 11'4' 28 J 29 F 6'-9" 28 J 26 B 5'-10" 28 J 23 B 9'-1" 28 .J 27 E� i 73• - 10'-9" 32 K 29 F 6-6" 32 K 26 B 5'-8" 32 K 24 B 8'-9" 32 . K 27 E� 1a' - 10'-4" 32 K 30 F 6'-3" 32 K 27 BI 5'-5" 32 i K 24 B 8'-5" 32 K 28 E� FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —J;�4 FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ALTERNATE FREESTANDING FOOTING SOLID CUBE FOOTING SO. x 18" THICK CUBE FOOTING CUBE FOOTING SO. x 1B- THICK CUBE FOOTING V. NOTE: •'; FOOTING SHOWN IN CUBIC INCHES W/ NO SLAB WITHOUT SLAB. } -„ •� ;� t , SEE ALTERNATE FOOTING TABLES 18" 38" 50" SO. SHT. 9 FOR ATTACHED & z 26" SQ. SHT. 23 FOR FREESTANDING 40" 51•' SQ. I.C.C. E.S. EVALUATION ALTERNATE FREESTANDING FOOTING SOLID CUBE FOOTING SO. x 18" THICK CUBE FOOTING CUBE FOOTING SO. x 1B- THICK CUBE FOOTING W/ NO SLAB W/ NO SLAB W/ SLAB W/ NO SLAB W/ NO SLAB W/ SLAB '•`1 20" 23" SO. 18" 38" 50" SO. 36" 22" 26" SQ. 20" 40" 51•' SQ. 38" 24" 30" SQ. 22" 42" 53" SQ. 40" 26" 33" SQ. 24'• 44" 55" SQ. 42" 28" 37" SO. 26" 46" 56" SO. 44" 30" 41" SQ. 28" 48" 57" SQ. 46" 32" 45'• SQ. 30" 50" 58" SQ. 48.., 34^ 47" SO. 32" 52" 61" SQ. 50" 36" 48" SO. 34•• 54•• 64" SO. 52,. I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & SSOCIATES. INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY REPORT NUMBER DATE 10!232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PDST FREESTAINDING NG LE 10. 20 830 psf 1 DURALUM PRODUCTS, INC. JOB NO GF07-0674 SCALE: NONE RANCHO CUCAMONGA, CA 1951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 1(916)452-7021 REVISED BY: K.K. 8 OR 30 a LL. 110 MPH 90,100 8 110 MPH FAX 403.1519 sales@ouralum com SHEET 23 OF 29