The URL can be used to link to this page

08-1062 (PAT)BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 08-00001062 Property Address: 47855 ENDLESS SKY APN: 649-030-069-123 -31311 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: HIGH DENSITY RESIDENTIAL Application valuation:798 Tity/ 4 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING. PERMIT Owner: VERA WAGNER 47855 ENDLESS SKY LA QUINTA, CA 92253 ( VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/19/08 Contractor: Applicant: Architect or Engineer: LIFETIME PATIOS JUN 191008 U P.O. BOX 5806 LA QUINTA, CA 92248 (760) 772-0013 cIrYOFLAQuINrA Lic . No.: 770843 FINANCE DEPT. --------------------------------------------------------------- ------------------------ LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION _ I hereby affirm under penalty of perjury that I am licensed under pro sions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of and Professionals Co , and my License is in full force and effect. _ _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License CI ss: B the Busi ess Lice a o.: 770843 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is- issued. D6fe: 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 OWNER -BUILDER DECLARATION - insurance carrier and policy number are: I hereby affirm under penal perjury that I am exempt from the Contractor's State License Law for the Carrier ENDURANCE REISN Policy Number WEN0015766-01 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the work s' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I p Id b come subject to the worker ' mpensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3100 of the L or Cod , Iwith a provisions. 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).: a ica (_ 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 WARNING: FAILU E TO ECU ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER RIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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.). APPLICANT ACKNOWLEDGEMENT (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, (_ 1 I am exempt under Sec. , B.&P.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City 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: ~ i� LQPERMIT of La Qutnta, 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 st that he a ve information is correct. I agree to comply with all city and county ordinances and state laws rel ting to b ildi stractior, :es by auth a representatives of this co ty to nter upon the above -menti. ed prop for inspection purpo fJ ture (Applicant or A nt): Application Number . . . . . 08-00001062 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 21.00 Plan Check Fee 13.65 Issue Date . . . . Valuation . . . . 798 Expiration Date 12/16/08 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 2.0000 HND BLDG 501-2,000 6.00 -----------------------------------7---------------------------------------- Special Notes and Comments 60 SF TRELLIS PATIO COVER 3'-0" FROM EAST PL W/ 1.25 FT O.H. PER ENGINEERED PLANS. DURALUM PRODUCTS. 2007 CBC. HOA APPROVAL ON 6/19/2008. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited --------=--------------------------------------- Due Permit Fee Total 21.00 .00 ---------- .00 21.00 _ Plan Check Total 13.65 .00 .00 13.65 Other Fee Total .50 .00 .00 .50 Grand Total 35.15 .00 .00 35.15 LQPERMIT f. ucsc aenooaa I''LIFETIIIMIE C O STOM SHADE S T R U C T U R E S Chanes Tunstead 760-776-2650 i PiopettyLine 54.5' = M = � o - — 60 sq. ft. open lattice FL m m • patio cover 5' VFI K" co VERA WAGNER RESIDENCE 47855 Endless Sky - Lot 123 La Quinta, CA 92253 760-296-1409 0 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE6 -1+ Og B � t Al TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 February 25, 2008 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed at the site address noted below, with solid roof panels or lattice purlins, as cited in the attached standard plans identified as Job No. GF07-0674-and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code,.2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other.Structures) and the 2000 Aluminum Design Manual, ADM -01. The standard plans accompanying this letter must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbell(cDcharter.net should you require additional information. = r� Sincerely,��,Q`" �'• Ul � row �, !o ~ No. 3m4s '8.3/31/09 Tom Campbe , PE see_ CML Site Information Owner's Name W*6 A/�/Z Address 69 111,5 �� y City/Town State L� g ZZS j ` FCITY OF LA QUINTA BUILDING & SAFETY DEPT. FOR CONSTRUCTION GENER LDDJ�TES'1-07 BY4� R SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 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. 1' DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCEISEI 7, SECTION 6.5.13. 21. THE RATIO (H/P). PATIO COVER MEAN ROOF HEIGHT (H. FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL (]CC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED MAY 3 0 2000 DESIGN LOADS 11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES BAND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR. EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 102]2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 & 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (9511 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95626 SHEET 1 OF 29 REVISED BY' K K 9 0 P 9n 1nnA11n MPH I01F1 A97_7n71 FAR Ana_7S1n c=IncRr iAunL,m rnm RAFTER, SEE TABLE FOR SIZE _ - AND SPACING MAX. PROD. 'SEE SCHEDULE f MAX. O.H. O 25% OF SPAN �pFpOST pFRHq qC/,1,G G POST EIGHT SEE SCHEDULE r I LENGTH OF STRUCTURE VARIES 1� FT's<Fc/Hc 1 NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER _ SCALE:NTS 1:p PE "E" ATTACHED SINGLE SF RAFTER, SEE TABLE MAX. PROD. FOR SIZE SEE SCHE U AND SPACING Z; MAX.O.H. O.H 25X OF SPAN HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES �,l ST /HGeVi2 p � iHG NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMAX• PROJ. MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER, SEE TABLE FOR SIZE AND SPACING BOE 6.OG DRAWN BY: K.K. SEE POST DETAI qC/HC LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SFF T POSTHEIGHT 1 16 � SEE CH€DUL RANCHO CUCAMONGA. CA (951) 741-2107 OAF HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 29 ha C °pST MAY BE seo OST WITH SIDE. FAX 403-1519 sales®duralum.cam CHANGEABLE WITH ANY OTHER SFFT SpgCi qg<F I� PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES 712' SLAB ATTACHMENT COMPONTENT UNLESS OTHERWISE SHOWN. He SCHEDULE MAY BE USED WHERE j POST FOOTO1Nc SEE PERMITTED. I (J SEE SCHEDULE SCHEDULE G TE: EACH COMPONENT IS INTER- I \ FOOTING WHERE REQUIRED. P- `O BLE WITH ANY OTHER N SEE SCHED. FOR FOOTINCUB ENT UNLESS OTHERWISE SHOW. NOTE: THIS OPEN LATTICE -TYPE STRUTU �P� I ' 7� l MAY NOT BE ENCLOSED OR CO; O A PE "F" ATTACHED M kTTICE STRUCTURE, No 7 Exp. 3/ 1/09 i MAY 3 0 7008 MAX PROD. NOTE: THIS OPEN-6AIIlC E -TYPE STRU E SEE SCHEDULE MAY NO BE ENCLL SEB O COV �� RAFTER. SEE TABLE FOR SIZE AND SPACING O.H 7,p\MAX. O.H. Oi— 25% OF SPAN HEIGHT LENGTH OF STRUCTURE VARIES u - POST WITH SIDE- PLAT?1.'-Sl:AATTA.HMENT IL MAY BE USED WHERE PERMITTED. J SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. °p S SFFT SagC/ DRAWN BY: K.K. SEE POST DETAI LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SFF T 10, 20 8 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 POSTCR SSSECTION, SEE POST DE7 L SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 Sp T�ZFC/HG HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 29 NOTE: EACH COMPONENT IS INTER- °pST MAY BE seo 0,=& 110 MPH FAX 403-1519 sales®duralum.cam CHANGEABLE WITH ANY OTHER SFFT SpgCi qg<F I� TO FOOTING, SEE 3 trr SLAB MAY BE USED COMPONTENT UNLESS OTHERWISE SHOWN. He SCHEDULE NOTE: EACH COMPONENT IS INTER- POST FOOTO1Nc SEE WITH ANY OTHERFTgepFCIHG SFCHANGEABLE SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED ENT UN ESS OTHERWISE SHOWN. COMPONTENT \ SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIREDSEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: K.K. TOM CAMPBELL E ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 29 REVISED BY: K.K. 8 O.P, 0,=& 110 MPH FAX 403-1519 sales®duralum.cam SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL TND SNq�OFSTRUCT SEE SCHEDULE HE F PANEL PROSE T pN E(f S Tj ARIES FOR SPANS /FE/YC(OSED 0. SPAN "O.H." NOT TO EXCEED 25% OF SPAN _ SEE DETAIL FOR SPLICE --� 11 r11 (ENGTHOFST 4 TOM CAMPBELL &ASSOCIATES. INC. G (ENGTHOFSTRU POS OPTIONAL: CANTILEVER BEAM m , ALUMINUM ROOF PANEL MIN. 0.5" SLOPE PER FT. SEE SCHEDU(S SE SCHEDULE ( MAY NOT SQ. POSTS, SIZE VARIES DURALUM PRODUCTS. INC. POST SPACINGR = BE ENCLOSED) RANCHO CUCAMONGA. CA (951) 74 1-2107 STRUCTURES BE ENCLOSED) 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: �5%arro OFSpq� GEED SP PERMITTED. SINGLE POST 90, 100 & 110 MPH "O.H." NOT TO EXCEED 25% SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' SEE DETAIL FOR SPLICE NOTE: NO SPLICE AT THIS J OPTIONAL: CANT LEVER BEAM POST ANDA END BAYS. FOOTING WHERE REQUIRED OPTI NAL: CANT EVER BEA OVtFS SEE E POST SCHEDULE . = SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTEF2 Z ALTERNATE: 0.15 O TOE '� OFSp kCEED CHANGEABLE WITH ANY OTHER ;-7 ALTERNATE: o' OF Sp EkCEED SINGLE POST SEE SCHEDULE COMPONTENT UNLESS OTHERWISEYOWN. No. A7-LJ17M QIAI/-1 00AAI 1A7/t-AAIII CF7Lro—/J C]TJ -r'\/DE: uAu TC T Al E—V. ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 0 "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE ALUMINUM ROOF PANEL SEE SCHEDULE �\ FOR SPANS "O.H " NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAILS MIN. 0.5" SLOPE PER FT. SEE DETAIL FOR SPLICE P SE SO. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE A PERMITTED. S SEE SCHEDULES HT.= 12' C �A Y 3 01008 1 ERE REQUIRED J S LE FOR FOOTING CUBE SIZE " ATTACHE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED ✓ FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE /��!/ NOTE: EACH COMPONENT 1S INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION 11 r11 (ENGTHOFST 4 TOM CAMPBELL &ASSOCIATES. INC. (ENGTHOFSTRU PATIO COVER SYSTEM AS MFG. BY: O.H RUCTURE VARIES , ALUMINUM ROOF PANEL MIN. 0.5" SLOPE PER FT. O.H CTURE �gRIES COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ( MAY NOT SEE SCHEDULE FOR SPANS DURALUM PRODUCTS. INC. ( MAY NOT BE ENCLOSED) RANCHO CUCAMONGA. CA (951) 74 1-2107 STRUCTURES BE ENCLOSED) S A SHEET 2 OF 29 O.H SP 90, 100 & 110 MPH "O.H." NOT TO EXCEED 25% SPAN OF SPAN SEE DETAIL FOR SPLICE POST ;EESCH OPTIONAL: CANT LEVER BEAM POST SEES OPTI NAL: CANT EVER BEA OVtFS SEE E POST SCHEDULE . = SO. POSTS. SIZE VARIES HEOSPACV�FS SEEPI T SCHEDULE SPACING ALTERNATE: 0.15 O TOE '� OFSp kCEED 31/2"SLAB MAY BE USED ALTERNATE: o' OF Sp EkCEED SINGLE POST SEE SCHEDULE AN TO CONSTRAIN FOOTING, SEE SINGLE POST SEE SCHEDULE �{� N 4 NOTE 1JO SPLICE AT THIS SCHEDULE1<j NOTE 0 SPLICE A THIS POST D AT END BAYS. POST I I,11) AT END BOYS. FOOTING WHERE REQUIRED ✓ FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE /��!/ NOTE: EACH COMPONENT 1S INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: KK. TOM CAMPBELL &ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0574 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10. 20 d 30 psl DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 74 1-2107 STRUCTURES HORIZ. WIND - 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 2 OF 29 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH (916) 452.7021 FAX 403-1519 sales®durelum.com RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH 6.5" ALUM. ALLOY 3004-H36 3" 6.5" 2., f OR EQUAL 2" * SEE NOTE BELOW 024" 032" .042" ALUM. ALLOY 3004-H36 OR EQUAL * SEE NOTE BELOW TABLE CLEAR SPAN (FT.) zt m m 3 x 8" RAFTER 6 7 B 9 10 11 12 L.L.= 'T' 90 MPH 100 MPH 110 MPH ;PSF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 8 8 9 m y C 16" 2 x 6 1/2" RAFTER 25'-7"25'_7' 5 6 6 7 7 L.L.= "T' - o u 90 MPH) 100 MPH 23'_0' 110 MPH (PSF) (IN.) n o EXP. B EXP.C1' EXP. B EXP.0 EXP. B EXP.0 12 13 _� . 16,. 14'-4' 13'_0" 13'_0" 11,_8„ 12'_10., 11'-4" .- .024; tJ 24". 11, 8., 16,_7,. r 10,_7„ 9,_8,. 10'A" 9._3.. 16" 19'_1" 17'-4" 17,-4" 15,_6" 17,_1" 15,-4" 110 .032 24" 15'-6" 14._2" 14,_2„ 12,_8„ IT -11" 12,_3„ . 16" 26'4" 23,_10" 23'_10" 21'_6" 23,_0" 20'_10" .042 24" 21,_6„ 19,_6„ 19,_6„ 17,_6., 18--g,- 17,_0„ 16" 10.8" 10'_8" 10,_8" 10'_8" 10'_8" 10,_8" .024 24" 8._9.. 8._9.. 8._9. 8._9.. 8._91. 8._9.. 16" 14•_3•• 14,_3,• 14•_3•, 14._3„ 14•_3•• 14•_3•. 20 .032 24" 11•_8,• 11•_8,• 11•_8•, 11._8,• 11•_8•, 11•_8•• 16" 19'-8" 19'-8" 19.8 19.8 19 _8 19'-8" 042 24" 16•_1•• 16•_1" 16,_1•• 16,_1•, 16•_1•• 16•_1,• 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" .024 24" 7' 2" T-2" T-2" T-2" T-2" 7•-2" 30 16„ 11._9.. 111_9.. 11._9., 11._9„ 11._9„ 11._9.. .032 24" 9._7.. 9._7.. 9,_7,. 9,_7.. 9._7.. 9._7.. 16" 13,_6•• 13'-6" 13•_6•, 13'-6" 13'-6" 13'-6" .042 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" MAX. .024" .032" m a? DBL. 2 x 6 1/2" RAFTER ._ >_ L.L.= "T' m u 90 MPH 100 MPH 110 MPH (PSF) (IN.) w o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 .024 16 20'-3" 18'-4" 18,-4" 16,_6" 18'_1" 16' 0" 10 24" 16'_6" 15'_0" 15'_0" 13'_6" 14'_5" 13'_1" 16" 27,_0" 24'-6" 24,-6" 22,-0" 24'_7' 21,-4" .032 24" 22'_0„ 20,_0" 20,_0" 18'_0" 19,_8" 17,-4" .024 16" 15'_7' 15,_2" 15,_7, 15,_7' 15,_7' 1 15,_7' 20 24" 12'-4" 12'-4" 12,-4" 12'-4" 12'-4" 12'-4" 16" 20'_7' 20'_7' 20'_7, 20'_7, 20'-2" 20'-7' .032 24" 16'-6" 16'-6" 16'-6" 16'_6" 16'-6" 16'-6" .024 16" 12•_5•• 12'-5" 12,_5• 12•_5•• 12•_5•, 12•_5• 30 24" 10•_2" 10,_2" 10,_2•, 10•_2•, 10,_2•, 10•_2,• 16" 16'-7" 16•-7" 16'-7" 16'-7" 16'-7" 16'-7" .032 .,,,.. 13,-6" 13•_6•• 13'-6" 13•_8•• 13•_8•• 13,_8,• ALUM. ALLOY 3004-H36 OR EQUAL EXPOSURE B & C- 3.0" 3.a' e.o'• .042" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARES OW BETWEEN MAY BE USED AT 32" o.c. OR 48" o.cL8WA4 MAY 3 01008 HO �9 * SEE NOTE BELOW TABLE CLEAR SPAN (FT.) zt m m 3 x 8" RAFTER 6 7 B 9 10 11 12 L.L.= 'T' 90 MPH 100 MPH 110 MPH ;PSF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 8 8 9 9 10 16" 28,_2" 25'-7"25'_7' 5 6 6 7 7 22,_6" 25'-2" 21,_7, 10 .042 24" 23'_0' 20•_10" 20'_10" 18'_9„ 20,-6" 18'_2" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARES OW BETWEEN MAY BE USED AT 32" o.c. OR 48" o.cL8WA4 MAY 3 01008 HO �9 .042 16" 21'_0„ 21'_0„ 21'_0„ 21'_0„ 21'-0" 21--o.. 20 24" 17'_7' 17,_7' 17,_7' 17'_7' 17'_7, 17,_7' 042 [16,17'-3117'-3117'-3117'-3 17'-3117'-3,17•_3 17•_3�17•_3�17,_3�17•_3�17•_3" 30 �24" 14'-2" 14'-2" 14'-2" 14'-2"14,_7 14,_2• 14,_2• 14,_2 14 _2 14'-2 DOUBLE RAFTERS WITH 3" MAX. SPACING TINGLE RAFTER SPANS ARE NOT EXCEEDED. PROJECTION TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) zt JOB NO. GF07-0674 0. H. 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20^! ; 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 5' - - - - - 11 11 12 12 13 13 14 14 15 15 16 .042 16" 21'_0„ 21'_0„ 21'_0„ 21'_0„ 21'-0" 21--o.. 20 24" 17'_7' 17,_7' 17,_7' 17'_7' 17'_7, 17,_7' 042 [16,17'-3117'-3117'-3117'-3 17'-3117'-3,17•_3 17•_3�17•_3�17,_3�17•_3�17•_3" 30 �24" 14'-2" 14'-2" 14'-2" 14'-2"14,_7 14,_2• 14,_2• 14,_2 14 _2 14'-2 DOUBLE RAFTERS WITH 3" MAX. SPACING TINGLE RAFTER SPANS ARE NOT EXCEEDED. PROJECTION DRAWN BY: K.K. SPAN LIVE LOAD = zt JOB NO. GF07-0674 zz -_ h TRIBUTARY TRIBUTARY= COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING WIDTH 18 SPAN+O. H. 10. 20 a 30 pst NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/238007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 a 30 pst DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. NAND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 REVISED BY: K.K.8 O.P. 90. 100 a 110 MPH (916) 452-7021 FAX 403-1519 sales®dumiummm SHEET 6 OF 29 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C I —I .750" t-- .075" ,I .860" �-- 24" .300" --- .440" 265„ 24" TRI --"V" PAN' �cESS) , _ 1 L.L.= PSF 90- MPH 100- MPH 110- MPH 1' CAM,p y 40" 6.001' 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. ` O r tn` n 3 � ; MAY 3 0 7008 NO. ! OPTIX® PRODUCTS ACRYLIC PER 20 #10 S.M.S. #10 S.M.S. #12 s �Xp- 3 �� R9.250 I.C.C. E.R. 5411 OR EQUAL 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 8/KYLIGHT DETAIL 12" X 3 1/L" VV HANEL LL.= PSF 90 -MPH 100 -MPH 110 -MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS t=.020" t=.024" t=.032" t=.040" #10 S.M.S. 6" 8" 6" 81, 6" 8" 6" 8" 10 10'-2" 10'-2" 12'-9" 12'-9" 13'-4" 13'-4" 14'-7" 14'-7" 20 8'-10" 8'-10" 10'-3" 10'-3" 11'-4" 11'-4" 12'-3" 12'-3" 30 1 T-1" 7'-1" 8'-4" 8'-4" 9'-10" 9'-10" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS L.L.= PSF 90- MPH 100- MPH 110 -MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. 910 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S DRAWN BY: KK. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psl OURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 I SHEET 5 OF 29 REVISED BY: K.K. 8 O.P. 90. 100 & 110 MPH FAX 403-1519 sales@dumfum.mm HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 1.50* ---A N � WALL � '17A FASTENERS O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. �c 73" 6 "01�IA. CDo 0 N c� C91„ ALUM.ALLOY 6063-T6 .060" B EXTRUDED HANGER CHA NEI ALUM. PANEL 2x OR / 3x ALUM. RAFTER - id FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. , . EXISTING EAVF - EXISTING EAVE CONNECTION ( 2 WALL FASTENERS SEE TABLE .25"R .05' #10 SMS @ PANEL LOCKS OR #8 SMS 4" AT EA.bLONTfAZT,.200' CONTINUOUS A- RAIL NEL 3 (WHERE OCCURS) F ALUM.ALLOY Ln 6063-T6 # 10 SMS @ EA. CONTACT w AL 6 63 T60Y WALL CONNECTION O I.R. HANGER 2.740" I T=.060" w AT 2x FASCIA N WALL FASTENERS DESIGN SEE TABLE 16" O.C. CONCRETE 16" O.C. O LL=10 LL=20 LL=30 LL=10 - LL=20 LL=30 LL=10 LL=20 APPROVED 3" OR 4"a 90 I INSUL. ROOF PANEL q EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) ALLOWABLE DECK / RAFTER SPAN WIND AT 2x FASCIA AT WOOD STUD AT MASONRY OR MA DESIGN W/ SIMPSON A35 16" O.C. CONCRETE 16" O.C. 1'-6" LL=10 LL=20 LL=30 LL=10 - LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC BorD BorD E E E J J K 110 D BorD BorD E E E J J K 2'-0" 17'x" 14'-0" 9'-6" 6 cc DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 2'-0" zz A=3/8" 0 x 1 1/2" @ 12" O.C. E=3/8" 0 x 4" @ O.C. EACH STUD I I-- B=3/8"O x 1 1/2" @ 8" O.C. F=7/16" 0 x 4" @ O.C. EACH STUD anla C=7116"O x 1 1/2" @ 10" O.C. J=114"0x1 1/B"@16" A.B. - /4 1 1 /2" " O_R _ _ _ LL VN D=7/16"0 x 1 1/2" @ 12" O.C. K=1/4"0x1 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. 1'-6" 16'-8" 13'-10" 9'-3" 2'-0" 11'-8" 8'-8" 5'-10" t 2" x 4"11-6" _ FULL 24" O.C. 0 D 10'-8" B'-3" 5'-6" / f 2'-0" 7'-0" 4'-6" 3'-0" 2"x6"FULL OR/ 2"xB"NOTCHED 24" O.C. 2'-0" 17'x" 14'-0" 9'-6" 6 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25'-0" 16'4" NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY SMS AT 12" D.C.O.0 3 0 200 Q�' -,-- CAMj°� I 0 t� :.CD t=— j�p.37W \ `o� Exp. 3131109 DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING SAVE LENGTH L.. 2,6 OR 2v8 LEDGER 2 114"0 x 3-1/2" LAG SCREWS L.L.=10 sf �EACH 3-1/2" LAG SCREWS L.Li.=20 AND 30 psf RAFTER !_ ' (3)-#1 x3 12- W.S. PATIO x1 ER PA7I0 COV ER RAFTER TO WALL CONNECTION ---O NOTE: PLACE-SIKA FLEX -OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. DRAWN BY: K.K. SHINGLE ROOFING TO PROVIDE SEAL / 4 BRACKET CONNECTION �1/ 10# L.L.=(2)#8 SMS yS E SAME CONNECTION'S. DATE: 10/23/2007 - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 20#/30#L.L.=(2)#10 SMS A.SIDE U -BRACKET 811 0 STEEL SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 OR -1 1/2" HORIZ WIND = 0 D 1/4"0HOLES,TYP. NOTE: PROVIDE WATER REVISED BY: K.K. 8 D.P. 8' O PROTECTION, METAL FLASHING I 2 1/2" x6 O O r CAUCK JOINTS AND SLOPE TO DRAIN 5"MIN. OR 8" I RAFTER I. TYPICAL BRACKET AT EVERY 2x - /4 1 1 /2" " O_R _ _ _ 1 1/4" \ FOR SPAN SEE ALLOWABLE DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING SAVE LENGTH L.. 2,6 OR 2v8 LEDGER 2 114"0 x 3-1/2" LAG SCREWS L.L.=10 sf �EACH 3-1/2" LAG SCREWS L.Li.=20 AND 30 psf RAFTER !_ ' (3)-#1 x3 12- W.S. PATIO x1 ER PA7I0 COV ER RAFTER TO WALL CONNECTION ---O NOTE: PLACE-SIKA FLEX -OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. DRAWN BY: K.K. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET 4 BRACKET CONNECTION MAY BE MOUNTED BELOW RAFTER W/ JOB NO. GF07-0674 SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 10. 20 B 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 7 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH1(916)452-7021SHEET FAX 403-1579 sales@dumlum.wm COLUMN/ POST TYPES -&--SURFACE MOUNT ATTACHMENT DETAILS 1. ` �.-_ I� •Qar H =t 3-1-211 3.00" SQ. 3.00" SO. 3.00"S 032" #10SMs 3 1813 11, 024" I . EA. SIDE O G=3"SQ.xt--250'! 0 6.5„ O 075" NK =a"sQ.xt=.lss',I 0 UM j TYP =5"SQ.xt=.188" t � .1_ NP .040" ALUM. i 032" .048"STEEL 024" O O 3.0",4.0" OR 5.0" 28" O 5/8" PLASTIC PLUG 3" SQ. ALUM. POST\ 3' SQ^ALUM. POST 3 MAG POST SQUARE WITH SIDE PLATES 'D . AL 3004-H36 3" SQ. ALUM. POST STEEL POST Mny ;� o �aofl ALUM. ALLOY 3004-H36 `� ALUM. ALLOY. 3004-H36-- _ -._ 3" SQ. STEEL POST ASTM A36 GRADE 40 7 _ _ _ ALUM. ALLOY 6063-T6 i FEsSiONq[ ALUM, ALLOY -l-_ 3.00" OR ` 2.0" Q`Q GAMp C/. 6063 -T5 2_6063 -T5.-' —� lW5" CL7/16"OHOLE .56" 2 FLANGES p , 0 .75 2 1/8" APART = O 3 ` 0 o ASTM GRADE 40 STEEL 1.125" JuI 2.5" N 31( 75" .75" BASE FLARES y157" TO 3"WIDE EA. ' 1.60" TYP. _ SIDE OF FLANGES � .50 USE FOR 3" 1.75" p INSTALL WASH. PLATE O90' TYP. POST ONLY 5.50" _ IW x 5/16" x Sy" WHEN USING Z 1-7/16"41 HOLE IN 110 MPH WIND AREA CL 2- 5/16"0 HOLES &TYP. EA. SIDE .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP. (33/8" LAG SCREWS OR 2 1/8 6' 4; " LAG SCREWS 2 1/8 "T' BRACKET 2.�1_jPENE. INTO WALL) 7/13" @ 3"SQ. POST W/ -11, (2)-#12 SMS EA. 3" SO. ALUM POST SIDE OF POST OR 3 --' 0 1 2" 1/4" M.B. THROUGH 6 I POST I W 7 GA. PL. (.18") 3 I 11/16" 0 ROD 3/16" 711-2 I 1040 STL. _ AUGER PARTS PAINTED 20"20* "RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET: 2 12'x 2 12" 3" �3 OR HOT DIPPED GALVANIZED (1)-1/4" O 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 3116" 9"x16"x7 GA. STEEL PLATE 3" x 8" ALUM. HEADER / SINGLE PASS WELDED NOTE: ASTM A36 "H" BRACKET / AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED 3"SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL HEADER BRACKETS ONLY. OR HOT DIPPED GALVANIZED / NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. S PASS WELDED 6 ccc rnl.ir cl eo oncT coervnrc Teal c cna conriur_ STEEEE L FOOTING DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1023/2007 RAL INEE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN I 10, 20 B 30 pst DURALUM PRODUCTS, INC. 1(9161452-7021 SCALE: NONE RANCHO CUCAMONGA, CA 741 POST TYPES HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 29 REVISED BY: K.K. d D.P. 90, 100 8 110 MPH FAX 403-1519 setesQdumtum.com COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM.-rBRACKET USE WITH POST TYPE B.C,D.OR E STEEL POST ONLY: "T' BRACKET STEEL-17BRACKET USE WITH i USE POST TYPE (3)-5/8"0 BOLTS (t7� 3"SQ. POST W/ POST TYPE B.C,D,E.F,G.H.J OR K. , F. G. H. J OR K FOR POST TYPE J _ 3 11 "SQ. POST 3' SO. POST ALUM."T`BRACKET: (2)-#12 SMS EA. USE (21-318"0 HILT] 2 1/2 0 BOLTS SIDE OF POST, R KWI OLTS OR EQUAL 12 DEPTH OF i i ()- 1 16"INSERT 1/4" M.B. THROUGH STEEL T BRACKET: 1 , FOR ALL OTHER POST SEE NOTES BELOW USE (2)-3/8'0 HILTI KWIK FOOTING OR ] I CONDITIONS 4 5" X .188" BOLTS OR EQUAL 12" MIN. EMBD. I I ASTM A36 (2)-3/8"0 HILTI "KWIK"- (2` MIN. EMBEDMENT DEPTH I ; ; STEEL BOLTS, OR EQUAL, EACH FOR KWIK BOLTS •(: I I 'r.. T.O.C.. BRACKET TO SLAB. ; I MINIMUM DISTANCE TO I T'• 2"S .BASE AT EDGE OF SLAB = 2-1/2" a 41 _ w ❑ ASTM A572 STEEL DE TH SLAB SHALL BE IN a POURED CONCRETE "'; 1=-• _ \_j`.y ='•" r: • •' ' C• %v"ti•• FOOTING SEE NOTE a GOOD CONDITION '^ o OR SO. (PO /1 (STL.) TED FOR SIZE (1)-1/2"OM.B. x9" LONG. 1'• OR 4" SO. POST (STL.) 3 1/2' MIN. SEE FOOTIJNG SQUARE SCHEDULE GUAR OF POST D SEE , FROM EN FTGSINSERT EXISTING_SLAB O7 3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED. O PL.5/8'7HK. —_ INTO FOOTING 1 1/2' 9 1112" 1 1/2 15"1 11 12" ATTACHED ALTERNATE FTG CUBE S1ZE SQ. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30„ 34" 47" SO. 32" 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SQ. 39„ 42" 64" SQ. 41" 44" 69" SQ. 43" CUBE FOOTING Wl 3 ill' SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS 'EMBED. BOLTS 23' 8 24' CUBE (2)-12"0 3 1/4' 25' - 30' CUBE (4)-12"0 3 1/4' 31' - 34' CUBE (4)-5/8"0 4' 35' - 39' CUBE (4)-3/4"0 4 3/4' 40"- 42' CUBE (4)-3/4'0 4 3/4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. NOTES: 1. DO NOT USE ALUM. "T' BRACKET WITH 3X8 SM. W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X " X 0'-5)4" AT STEEL "T 6RACKET. MAY 3. POST TYPE F DO NOT USE STEEL "T" PROF BRACKET W/T' 1•BEAM .� tl e 47 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 4,0 �'40 CIA _ WELDED STEEL BASE PLATE 1 U BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12"SO. x5/8' B, C, D, FBG 18- SO. x 5/8' 1 B. C. D. F, G. & H FREESTANDING BASE PLATE'ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE 8 TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12"x12"x 5/8' PER I.C.C. ESR -19170R EQUAL ( 4 3/4' EMBEDMENT DEPTH ) (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8" PER I.C.C. ESR -1917 OR EQUAL 1(4 3/4" EMBEDMENT DEPTH ) DRAWN BY: KX TOM CAMPBELL & ASSOCIATES. INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 sl P DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIZ. NAND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH FAX 403-1519 sales(oldurelumwm SHEET 9 OF 29 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. 2.00" SPLICE WHERE SPLICE WHERE �1 •00J�_ OCCURS SPLICE WHERE OCCURS 1.79" occuRs r 4.6' 075• 4.6" T coTYP, u 73,. 2.57" 14"R NR 048" 2.19" � z.04• .065• 2.04" TYP. 2.08" YR —r TYP. .28.. � 2.93" 4.0000• z 7" ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E ALLOY 3004-H36 6063-T6 6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL BEAM �- 4" I AY 3 4 2008 0o 3.0" OF'ESSio 3" 2.. 6.5.. 3 , ria [[P��, • Cq�A� ��C � MAXrTI I — .042" SPLICE rJ32. m WHERE 4" SPLICE WHERE y �_ $ Q OCCURS 070" OCCURS F— NO. 37W I .032" TY P� —„ 0" y EXp. 3131109 TYP. •r 4 ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL 6063-T6 C 6063-T6 OR EQUAL J 4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM 1.25"� ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3„ 1.6" .625„ r ` MAX 'i 3 4" I -BEAM = 7x 2 3/4" x 16 GA. STEEL C -BEAM — .042" 1 8„ —i 042" T- 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 7.875 ASTM A653 GRADE 50 L .625.I I I ALUM. ALLOY 3004-H76 I ALUM. ALLOY 3004-H36 I I OR EQUAL L OR EQUAL @)2.875" 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEELINSERT DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30,6 OURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 10 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 d 110 MPH (916) 452-7021 FAX 403-1519 sales®du2lumtom OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM. OR HARDBORD ) 2-912 x 1/2" S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST �e + 1.10" 1 7V[ O +_ _- x.50"1 11 2.35" ---ii"� 3" SO. POST III 2410. 1/2• S.M.S. EACH SIDE OF 3" SO. POST -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST 3" SQ. POST GUTTER FASCIA MAG BEAM 3" SO. POST 3"SQ. STL. BEAM JI BEAM TO POST CONNECTION DETAILS ' x 8" x.042" BEAM, ' SQ. STEEL OR (2)-#10 S.M.S. EA. SIDE (4) -TOT. AG BEAM. \ #10 S.M.S. TOP & B017.(2) -TOT. #10 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. 111 1/4" ROOF PANEL 4" 61/ " ROLLFORMED OR ' EXTRUDED GUTTER (4)-#14 SDS @ EA. SIDE FASCIA ALUM. BRACKET X TOP & BOTT. TOT.=16 #10 S.M.S. @12"O.C. 2., 1.. 6 1/2"x2"x .024"RAFTER X 3" ALUM. OR `RAFTER "TAIL" TO GUTTER 15 TEEL POST H - BRACKET TO POST a 13 ALUM. ALLOY 3003-H24ALUM. ALLOY 3003-H24 ' ri .28" -C 3� 2 �2"x3" A ICE TUBE 1 (#/"8x 2"SMS, 2 1/2" OR 3 1/2". TYP. / — RAFTER 1 1/2" OR 2" SQ. OR 2"x3" LATTICE @ 3"O.C. MIN. UP TO 7"O.C. MAX. LATTICE TUBE TO RAFTER? O �- .t :OR 3xRP :OR 2xRP 1.50 1.50" 1 v2° i = .U4U OJ bUb3- I b 28„ �- 2 2 t = .040" 3004-H36'ALUM. 018, (4) - #8 x 3/4" TEK SCREWS I BRACKET TO RAFTER 1 1/2" SO. ORp '1/2" MIN. �,,2" LATTICE TUBE�/O lO Q�O'ECS�O MAY 1, 01008 o �. Z rZm1� 2.750" I 3 i-- J j 3 No. 3ms EV. 3131/00 (4) - #8 x 3/4'-TEK SCREWS BRACKET TO BEAM -------.v � p "U" BRACKET:RAFTER TO BEAM 18 M1� DRAWN ev: K K. TOM CAMPBELL &ASSOCIATES, INC. BEAM TO POST LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1 012 3/2 0 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING TTACHMENT 10. 20 8 30 Psl DURALUM PRODUCT$, INC. SCALE: NO �. rRANCHO CUCAMONGA, CA (951) 741.2101 Z_ WIND R 2 8269 CA95826 NE VFAX ' REVISED BY: K.K. 8D.P.• - - 0� 0100 & 1 0 MPH 403-151^9 salle, (916)452-7021 es@duralum.wm SHEET 12 OF 29 , �- SPLICE DETAILS 11 BEAM TO POST DETAILS (12)' SIMPLE SPLICE 9„ 1 i I I I (6 TO FULL MOMENT flosms II #12 S.M.S. II TYP. THICKNESS = .035 (24 TOT TYP. THICKNEISS = .035" if 6.38" II 8 t •f• t ++ t+ t t -ht 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 D I I C.- RMED & EXTRUDED FASCIAS (2)910 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 TO POST W/(2)-1/2"0 STL. C -BEAM THRU-BOLTS 3 TOTAL= (8)-1/2"0 BOLTS May .....-. _.__...-----.... -- __ - - -----.... O i ROFES S�O� SO. POST 1.00" Q 0 0 0 �2P•s �' CgM,o try .. BEAM TO POST CONN. SPLICE WHERE2'00 (f� occuas 070" 4" No. 379 r— z TYP. 0 0 ALUM. ALLOY 6063-T6 1-16"-1... 4" I -BEAM 3'-0" MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPUCE WHI OCCUF ALUM.ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE �}' / J•� #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS (9) 8"O.C. AX. 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 2-318 "0 M.B. THRU STL. "T" BRACKET TO POST. .POST, SEE SCHEDULE -� 1• ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 6 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 SPLICE DETAILS HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 11 OF 29 REVISED BY: K.K. 6 O.P. 90, 100'& 110 MPH FAX 403-1519 I DOUBLE RAFTER CONNECTION DETAILS TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE BEAM�TO-POST'^CONNECTION LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 BEAM SPLICE TO `5/8" 1 1/2" OR 2"LATTICE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE ' �' OCCUR DIRECTLY OVER 0 PLASTIC ALTERNATE 1/2"DOUBLE POST. NOT PERMITTED PLUG.WHERE BOLT CONNECTIONPLAN RAFTER- 2 HORIZ WIND = 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE SHEET 13 OF 29 ALTERNATE: REVISED BY: K.K. B D.P. PER SIDE I #14 SMS MAY 90, 100 8 110 MPH #14 S.M.S. EACH i� BE USE AS AFTER TO COL. ONNECT. (B -TOT.) A4.5" 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS 3.5" 8" BEAM O s•' ❑1 OR ❑P i 1 1 6 #14 SMS EA. SIDE 1 0 1 I I 6 1/2" SIDEPLATE EA. 3"x 3"STL.POST (24") INSERT ATTACHED OR ALTERNATE: (2)-2x6.5" OR I #14 SMS EA. SIDE I I SIDE SEE POST SCHED. 3"x 3"STL.POST COLUMN FOR FREESTANDING I (2)-3"x8"HEADER TOP,`MID HEIGHT t 'All AND BOTTOM.•' -iL (2)-1/2"BOLT 3"SQ-POST BETWEEN SIDE PLATES LB_EAM'TO POST CONNECTION z"x6.s°SIDEPLATE r SCHEDULE � -� - " 21 DBL. RAFTER /DBL. HEADER CONN. 19 ,--,POST 3" SQ. x .024";+. (2)-2" x 6 1/2" x .024" 1 3" SQ. x .024" + (2)-2" x 6 1/2" x .032" ' 11 �W/•(6);#14 S:M:S..EACH SIDE: _ I 2 W/ (6)-#14 S.M.S. EACH SIDE. L USE ON CONC. SLAB N Y ; USE ON CONC. SLAB OR FOOTING. SHEATHING -' MAY 3 01008 #8 S.M.S. EACH SIDE /--LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 2 - #10 S.M.S. EACH RAFTER COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN 20 J 3 2"x6" LEDGER (EXIST.) w 3/8" LAG SCREW EXIST. 1" STUCCO OR EQUAL .5" PENE.INTO WOOD FRAMING FESS/O" \. No. 37948 fPn ` Exp. 3131/09 EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10.2.. 208 30 psl DURALUM PRODUCTS, INC. 1(916) SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 CONNECTIONS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 13 OF 29 REVISED BY: K.K. B D.P. 90, 100 8 110 MPH 452-7021 FAX 403-1519 sales@dumfum.com 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C ,_ 501ID 6.5" ROLLFORM 4" I -BEAM JOB NO. GF07-0674 4.5" / MAG GUTTER MAG BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3" SQ. STEEL BEAM w SCALE: NONE RANCHO CUCAMONGA. CA (951)741-2)07 AND ATTACHED HORIZ. WIND 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 29 REVISED BY: K.K. 8 D.P. 1011 L.L. 90 MPH 90,100 & 110 MPH (916) 452-7021 FAX 403.1519 sales(PQOu2lum.com )< Z) a MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING SPACING SPACING SPACING SPACING SPACING FTG. MIN• FTG MIN. �G MIN. FTG MIN. FTG. MIN. FTG MIN. FTG MIN. FTG MIN. FTG. MIN. FTG MIN. ON SLAB POST POST POST POST POST POST POST ' POST POST POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN. TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN) TYPE (IN.) TYPE 4' 17'-0" 14'-6" 28 F 22 B 19' 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 B 8'-10" 5' 13'-7" 13'-0" 28 F 23 B 18'-0" 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 17 -1 6' 11'-4" 11'-10" 26 F 23 B 16'-8'5,-7„ 28 G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B 7' 9'-8" 11'-0" 26 G 24 B 15 5 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 14'-5" 8' 8'-6" 10'-3" 26 G 24 B 14'-6'3 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B s„ 9' 7'-7" 9'-8" 26 G 25 B 13'-1'2 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B 9 10' 6'-9" 9'-2" 26 G 25 B 12'-12,-1„ 28 G 28 B 9'=6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 11' 6'-2" 8'-9" 26 G 26 B 12,_ j„V-15" 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 6 12' 5'-8" 11'-9" 26 G 29 B 9'-0" 26 G 27 B 10'-6" 26 G 28 B 13' 5'-2" 11'-3" 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 H 29 B 10'-7" 14' 4'-10" 10, 1 .. 28 H 30 B 8'-4" 28 H 28 B 10'-0" 28 H 29 B 15' 4'-6" 28 H 30 B 8'-1" 28 H 28 B 9"' 28 H 30 B 16' 4'-3" 28 H 31 B 7'-10" 28 H 29 B 9'-6" 28 H 30 B s'-6" 17' 4'4" 9'-10" 28 H 31 B 7'-7" 28 H 29 B 9'-4" 28 H 31 B 18' 3'-9„ 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 H 31 B 9,_0„ 19' 3'-7" 9'-2' 33 H 31 B 7'-2" 33 H 29 B 9'4" 33 H 32 B 8'-10' 20'3'-4" 9 33 H 32 B 7'-0" 33 H 30 B 8'-10" 33 H 32 B Innl R'_7, POST F MAX HT.= 8'F 0 WAG Z;mnn,oe�-, � MAY `3 (11Qflfl FOOTNOTE: "SAMPLE" Q-3� I FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C P. ..k ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: ..- TOM CAMPBELL 8 ASSOCIATES, INC. 501ID LIVELOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 102 2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 6 30 psI DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951)741-2)07 AND ATTACHED HORIZ. WIND 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 29 REVISED BY: K.K. 8 D.P. 1011 L.L. 90 MPH 90,100 & 110 MPH (916) 452-7021 FAX 403.1519 sales(PQOu2lum.com 10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 121 OR LESS EXP. B & C DATE: 10/232007 COMMERCIAL AND RESIDENTIAL 5T GTURAL ENGINEERING POST SPACING TABLE FREESTANDING 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x;032" BEAM BEAM 3"x8" BEAMw/INSERT RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIL WIND - H r p Z m Z_ FREESTAND ATT. 10 # LL 90 MPH FREESTAND ATT. FREESTAND ATT. ¢ I¢- F= MINIMUM NO. OF POST. FOOTNOTE: ' MAX.POST MAX.POST f EESTAND ATT. m o 0 ¢ <Z MAX.POST SPACING MIN. MAX.POST SPACING MIN. SPACIN SPACING { 8" MIN. SPACINGMAKPOS MIN. 7 C) m POST TYPE 1 POST TYPE 2 2 N O FTG. POST FTG. FTG. POST FTG. FOR DB FOR 3" x G. POST FTG. FTG, POST FTG. 0 ~ IN (IN.) TYPE ( IN.) (IN.) TYPE ( IN.) 2" x 6.5x. 2" BEAM N. ) TYPE ( IN.) (IN. ) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 4' 25'-4' 17'-4" 28 G 22 23'-10" 33 G 23 1 . 1s' 4" 28 G 20 32'-0" 33 G 27 6' 2 2 2 2 3'-2" 5'- 16' 31'-0" 5' 20'-3" 16'-1" 28 G 23 21 4 33 G 24 14'-8" 14'-8" 28 G 21 28.7" 33 G 28 7' 2 2 2 2 20'-8" 13'-11„ 4'-8" 7'-9" 6' 16-10" 15'-2" 28 G 24 19'-68 33 G 24 13'4" 13'-4"13, 28 G 21 26'-25,x„ 33 G 28 6' 2 2 2 2 10 8 7' 14'-6" 14'-4" 28 G 25 181-11, 33 G 25 12'-4"1, 12'-4^12 28 G 22 24'-2"3,-5" 33 G 29 s' 2 3 2 2 9„ �„ 8' 12'-8" 13'-9" 28 G 26 28 G 25 11'_7„,1'-0' 11'-7” 26 G 22 22'-81-11 33 G 30 10' 2 3 2 2 15'-4" 11'-7" 9' 11'-3" 13'-3" 28 G 26 15-15; 28 G 26 10'-110 10'-1 1'0 26 G 23 21'-40,x„ 33 G 30 11' 3 3 2 2 5 4 1 10' 10'-2" 12'-9" 2g G 27 15'-2" 28 G 26 10,x„ 10-4 26 G 23 20'-3" 33 G 31 12' 3 3 2 2 14'-8" 10 10'-4" 9'-7" 11' 9'-3" 12'-4" 28 G 28 1413'-11" 28 G 27 9'-109,„ 9'-10'0" 26 G 24 19''8-s" 33 G 32 13' 3 4 2 2 12' 8'-5" 12'-0" 26 G 28 13'-9" 28 G 27 9'-5" 9'-5" 26 G 24 18'-6" 33 G 32 14' 3 4 2 2 3' 4" 9'-0" 9'-5" 17'-10' 13' T-9" 11'-8" 28 H 29 28 H 28 9 -� g. -I.. 28 H 24 17'-9" 28 H 32 15' 3 4 2 3 12'-10" 9'-1" 17'-2" 14' T-3" 11'-5" 28 H 29 121 9„ 28 H 28 8-9 8-g 28 H 25 17,'1„ 28 H 33 16' 4 4 2 3 2,�„ 8,-4„ 8, 9„ 6, 7„ 15' 11'-2" 28 H 30 12 4 28 H 28 8'-5" 8'-5' 28 H 25 16'-s" 28 H 33 17' 4 5 2 3 6'-9" 11'-11' 8'-0" 8'-5" 16'-0" 16' 6'-4" 10'-11" 28 H 30 11'-11" 2829 H 8-2 8-2 28 H 25 16'-0" 28 H 34 18, 4 5 2 3 7'-9" 8'-2" 5,-„ 17' S'-11" 10'-8" 28 H 30 7 28 H 29 7'-11" 7'-11" 28 H 25 15-6" 28 H 34 1s' 4 5 3 3 1'-2" T-6" T-11' 15'-0" 18' 5'-8" 10'-6" 28 H 31 11,_3„ 28 H 29 7'-8" T-8"28 H 26 15, 1„ 28 H 34 20' 4 5 3 3 0 -10" 19' 5'-4" 10'-4" 33 H 31 11'-0" 10'-7" 33 H 29 7,�„ 7'-2" 7,�„ 7'-6" 33 H 26 14'-8" 14'-3" 33 H 35 FOOTNOTE: ' 20. 10'-2' 33 H 31 10 -8 33 7 7 33 H 26 14' " 33 H 35 HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED 5'-1" 10 4„ s' 11" 7' 4" 3'-10" ALLOWABLE SLAB SPACING `+d, -A� FOOTNOTE: ' OR LESSER MUST BE USED �•,� P�,• � MAY 30 7008 COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY NOTE: COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING! �� 0 r FOOTING SHOWN REPRESENTS LENGTH OF _' EACH SIDE OF CUBED FOOTING WITHOUT SLAB. O' h w NQ. V90 WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY F -v' FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES �. SHT. 9 FOR ATTACHED &SHT. 23 FOR FREESTANDING ' L (r• ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL & AS IATES, INC. LATTICE LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL 5T GTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl DURAL PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIL WIND - 6269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 24 OF 29 REVISED BY: K.K. 8 D.P. 10 # LL 90 MPH 90.100 8 110 MPH 916 452-7021 FAX 403-1519 sales dumlumcom ( ) 30# L.L: 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C cr la- O o p _z:5 a Z gwp 7" I -BEAM 110 MPH WIDTH DBL. 3"x8"x.042"BM EXB&C DBL.2"x6.5"x,032" BEAM OR 3x8 BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x811 BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING 4'-0" SQ x MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAMPOST FREESTAND ATTACHED 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. TYPE FTG ' (IN.)* MIN POST TYPE FTG. (IN•) MIN POSTPOST TYPE FTG.MIN. (IN.) TYPE a' 6'-2" 19'-5" 37 24 F 11'-9" 32 j 22 B 8'-0" 8'-4" 28 j 19 B 15'-9" 32 J 22 C� 5' 4'-10" 17'-4" 32 � 25 F 10'-6" 32 � 22 B 7'-2" 7'-5" 28 � 20 B 14'-1" 32 � 23 C� 6' 4'-0" 15-10" 32 j 26 F 9'-7" 28 j 23 B 6'-6" 6'-9" 28 j 21 B 12'-10" 32 j 24 C 1 7' 3'-6" 14'-6° 32 J 26 F 8'-11" 28 J 24 B 6'-0" 6'-3" 26 J 21 B 11'-11" 28 J 25 C� B' 3'-1" 13'-9" 32 j 27 F 8'-4" 28 j 24 B 5'-8" 5'-10" 26 j 22 B 11'-2" 28 j 25 E� 9' 13'-0" 32 J 27 F 7'-10" 28 j 25 B 64" 5'-6" 28 J 22 B 10'-6" 28 J 26 to' 12'-3" 32 j 28 F 7'-5" 28 j 25 B 5'-0" 5'-3" 28 j 23 B 10'-0" 28 j 26 Ex 11' 11'-9" 28 j 28 F 7'-1" 28 j 26 B 5'-0" 28 J 23 B 9'-6" 28 J 26 E/ 12' 11'-3" 28 j 29 F 6'-9" 28 j 26 B 9'-1" 28 j 27 E� 13' 10'-9" 32 K 29 F 6'-6" 32 K 26 B 8'-9" 32 K 27 14' 10'-4" 32 K 30 F 6'-3" 32 K 27 B 8'-5" 32 K 28 E�/ FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B v r NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING MAY 3 o IN ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3'-4" SQ x T-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP AND ATTACHED 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 6 30 Ps1 DURALUM PRODUCTS, INC. 1(9161452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WEND = 90.100. MPH B269 ALPINE AVE.. SACRAMENTO, CA 9582fi SHEET 23 OF 29 REVISED BY: K.K. d D.P. 'ANDA n e i 1 in Leo_ 110 FAX 403-1519 sales(Mduralumcom Ai k s- s $ c .err.. ,. 06/18/2008 14:42 FAX 7602029260 GOLD COAST gaol W,A0L0qD cy yt'05qE®�v gUA5S0rr gg70X C/O C1oldCoast rEnteTp es, Inc. + PropertyWanagement June 3, 2008 Vera Wagner 47-855 Endless Sky La Quinta, CA 92253 Dear Vera: Your architectural application to install a patio cover per the guidelines on the application was approved by the Board of Directors. It is noted a permit is required by the City. On behalf of the Board Directors, 1 thank you for your cooperation. For the Board of Directors Watercolors. HOA Jerry Uffelman, Manager cc. Board of Directors I Gold Coast F.rcterprisea, Inc. $ 34.400 Date Palm Dr. Suite A $ Cathedral City, CA 92234 760202.9860 760.202.9260 fax www.goldcoasteut-cozy i Bin # Qty of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quints, CA 92253 - (760) 777-7012 Permit Application and Tracking Sheet Permit # n� OBuilding Project Address: %�S� /ll,Q `FSS Sk q Owner's Name: A. P. Number: 600 410 O5'3 _1 Address: Legal Description: &T/oZ 3 3 ! 3 if City, ST, Zip: Contractor: ZlFETim E /A Y—z D,5Telephone:� :3:$�r.ns:Y•:<�:.::.:�;.<:N<•.v:r>.::;.ti:':{:;hn>a:�y.;.t.>p.::<:.t:>':ri:�'..<.£>;:Y<�•:.:.:$4:�4 <}::. Address: PQ� Project Description: p City, ST, Zip: Telephone:Z�O'" oa L ^iii<;ar::; A:` ,::Y•,£aa k'.<>:;,. i:J�: +vC�i'r' dirtazz� �, ^ , / L7 State Lie. # : City Lie. #: Arch., Engr., Designer- esignerAddress: Address: City, ST, Zip: - 2-650 Telephone: +?::'F,in�Y�i rlii�:: i; Vii: �ik:Y,.::kbj•Yl:(?�}:v State Lic. #: <s;.rs. ##.;r:l;>.t3::ss:j :?::: ..:..: r„r.f::.:.. Name of Contact Person: S Construction Type: Occupancy: � Project type (circle one) New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: �O APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction Flood plain.plan Plans resubmitted Mechanical Grading plan 2”. Review, ready for correctionslissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE: '^' Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total PerFees