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09-0347 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 09=.,00000347 Property Address: �_ 54135- AVENIDA CARRANZA APN: 774-204-024-8 -000000- Application description: PATIO COVER - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 3857 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B License No.: 770843 ,,,,�te: ntractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 'I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 1, 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 _ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 'MONS (760) 777-7153 4/16/09 Owner: v MANCO 54135 AVENIDA CARRANZ LA QUINTA, CA 92253 Contractor: LIFETIME PATIOS P.O. BOX 5806 LA QUINTA, CA 92248 (760)772-0013 Lic. No.: 770843 ------------------ 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. DC I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ENDURANCE REISN Policy Number WEN0015766-01 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section -/ 37700 of the Labor Code, I shall forthwith comply with those provisions. WARNING:: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject' permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this 6unty to enter upon the above-mentioned property for inspection purposes. ate: _y/,.Si ture (Applicant or Agent): Application Number . . . . . 09-00000347 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 63.00 Plan Check Fee 40.95 Issue Date Valuation . . . . 3857 - Expiration Date 10/13/09 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 INSTALL NEW ALUMAWOOD SOLID SHADE STRUCTURE (290 S.F.), TO RESOLVE CODE COMPLIANCE CASE 09-2276 ------------------------------ Other Fees . . . ---------------------------------------------- . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged --------------------------- ---------- Paid Credited -------------------- Due Permit Fee Total 63.00 . .00 .00 63.00 Plan Check Total 40.95 .00 .00 40.95 Other Fee Total 1.00 .00 .00 1.00 Grand Total 104.95 .00 .00 104.95° LQPERMIT ACV P 54135 4vt. C*xa,at-v--4. LA Qutw 't att-S3. - - ---- - - 1 19 _. - -i - --- ---;4ueu,IaA - Cart. ria..,sa. 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 a�charter.net should you require additional information. Tom CamDp • Site Information S1. C�9p� may\ X0.37948 r M;u , Exp. 3/31109 �41 CN11. ,��? OF CAL\�®Q' Owner's Name Address 1V6/tf! L%- dweAw.s,4- City/Town L/% 0,V 1 J,(L/± State2 GENERAL NOTES: PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. MAR 151009 GOVERNING -CODES :_ t1. THE;�DESIGN COMPLIES WITH -THE -2006 INTERNATIONAL -BUILDING CODE,, 2006 INTERNATIONAL RESIDENTIAL-CODE,'2007 CALIFORNIA BUILDING CODE, LASCE/SEI Z 05 -MINIMUM -DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL-ADM.1-00., -_ - DRAWING NOTES: 2.. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL: 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 6. 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 8 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 ASCE/SEI 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 ( ICC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED No. -37948 . PR 31 7U 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, NONHEATED 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. 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: 100007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 1 OF 29 REVISED BY: K.K. 8 D.P, AO 1MR110 MPH 1Atg1497-7071 FAX AA21F1A ealw.criTir4imb+m nvn SOLID PANEL TYPES S 'ATTACHMENT CHANNEL SEE DETAIL L ejVG 7-H DIP, ALUMINUM EPRO,/E ALL ll ROOF PANEL SEE SCHEDULE 7)OpT BEL SSE VARIES N IF TI/gN FOR SPANS' EN CLOSED O. SPAN \ + "O.H." NOT•TO EXCEED 25% DURALUM PRODUCTS, INC. OF SPAN' 'OH 3 1 /2" SLAB SEE DETAIL FOR SPLICE HORIZ. WIND =.- MAY BE USED 3 1/2" SLAB ` POS O O 55,.—,o,- kCEE) OPTIONAL: CANTILEVER BEAT /SQ. POSTS, SIZE VARIES SEESCHEDU Sp qN SE POST SPACINGR SINGLE POST ES ` O. 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE z `ALTERNATE: 5 O - 75j OPSPq/EykCfEO PERMITTED. SEE SCHEDULE SINGLE POST SEE SCHEDULE " MAX. HT.= 12' POST j 4DAT END BAYS. 01 J NOTE: NO SPLICE AT THIS POST ANDA END BAYS. FOOTING WHERE REQUIRED _/ fJ SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTE Z ~ CHANGEABLE WITH ANY OTHER W COMPONTENT UNLESS OTHERWIS .� TVDC%IPA ll ATTAr`L'1GIl•Clkl(_I-C-Q DORI_IA//CAAITII MJ (1 3 1�1 ALUMINUM uF STRU ROOF PANEL O.H CARE Vq SEE SCHEDULE FOR SPANS (MAyNOT 0 S BE ENCLpSEO "O.H" NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE J SEE DETAIL FOR SPLICE i BEAM '— LNE LOAD= a -"-" POSTOPTIONAL: SEESChEDULG JOB NO. GF07.0674 CANT LE FOR SQ. POSTS, SIZE VARIES MMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SQ. POSTS, SIZE VARIES SEEPOST SCHEDULE DURALUM PRODUCTS, INC. S 'OH 3 1 /2" SLAB STRUCTURES HORIZ. WIND =.- MAY BE USED 3 1/2" SLAB V ALTERNATE: TO CONSTRAIN O O 55,.—,o,- kCEE) MAY BE USED FOOTING, SEE SEE SCHEDULE. Sp qN TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE SCHEDULEq< NOTE O SPLICE AT THIS POST j 4DAT END BAYS. I CA ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. "tt:tAEES�ED2LE .f7 ATTACHMENT CHANNEL SEE DETAILS MIN. 0.5" SLOPE PER FT. e E REQUIRED FOR FOOTING CUBE SIZE 4R 15 2099 ALUMINUM ROOF PANEL MIN. 0.5" SLOPE PER FT.^ \ ? SEE SCHEDULE FOR SPANS O.H "O.H " NOT TO EXCEED 25% S OF SPAN NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. (Mq y NOT BE ENCLOSED ) r O'C PTIZ)NAL: CANTLE SEE SCHEDULE FOR PST SPACING H Op OF Sp�EkCEEO SPLICE AT THIS AT END BeYS. 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 71NOTE: :CH 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 - -^ - - SEE DETAIL FOR SPLICE i BEAM '— LNE LOAD= a -"-" POST JOB NO. GF07.0674 SEE SPgC/NG SCH MMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SQ. POSTS, SIZE VARIES fpuLE DURALUM PRODUCTS, INC. S -co SCALE: NONE" 3 1 /2" SLAB STRUCTURES HORIZ. WIND =.- MAY BE USED ALTERNATE: iv TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE. SCHEDULE NOTI POST r O'C PTIZ)NAL: CANTLE SEE SCHEDULE FOR PST SPACING H Op OF Sp�EkCEEO SPLICE AT THIS AT END BeYS. 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 71NOTE: :CH 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 61: KI .i —• TOM CAMPBELL & ASSOCIATES, INC. - • ' ` '— LNE LOAD= a -"-" PATIO COVER SYSTEM AS MFG. BY: s JOB NO. GF07.0674 DATE: 10/23/2007 7 MMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 8 30 si P DURALUM PRODUCTS, INC. -co SCALE: NONE" RANCHO CUCAMONGA, CA (951 741-2107 ) STRUCTURES HORIZ. WIND =.- 269 ALPINE AVE., SACRAMENTO, CA 95928 [916)452-T021 SHEET 2 OF 29 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH FAX 403.1519 sales@duralum.com RAFTEFOR SIZE BLE OPEN LATTICE TYPES " r, AND SPACING F'r/S "Ge i//gyp/" SEMAX. PRCU. E SCHEDULE FksT/NG eV/(p/"G NOS MAY NOT BE ENCLOSED OR OVERED. : THIS OP LATrICE-TYPE STRUCTURESEE 8CMEDULE D MAX. O.H. O RAFTER. SEE TABLE SPAN FOR 512E AND SPACING I OSr �R Spq /iHN - CiyG G MAX. PROJ. - SEE SCHEDULE.- - - AND SPACING MAY NOT BE ENCLOSED OR CO M �LTT ?soh O, �R - 2S O.FI RAFTER, SEE TABLE ZE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 44 �� OF A, 255% SPAN " 10, 20 8 30 per. ' 25%OF AN 'OosTStiq,L,G . r 0 pST �Ry f _ ` O.H STRUCTURES qc/BGG - 8269 ALPINE AVE., SACRAMENTO,CA 85826 SHEET 3 OF 29 - vr. - . r+.- - -- •. ♦ O O 2MAX. SPAN TSa - - �- POST HHEIGHT SEE SCHEDULE G �C/,yG 'CLfi G OST HEIGHT G y ' • OST HEIGHT �- - �• ® P ST HEIGHT - a i6 LENGTH OF STRUCTURE VARIES G r SEE CH DOLE OST CROSS -SECTIO SEE POST DETAI \C�. pc'- .. - f.l SFF rqe 9p/ 016 POST CRSSSECTION, SEE POST DET L NOTE: EACH COMPONENT IS INTER- poS Tsp 31/2 AY a USED LENGTH OF STRUCTURE VARIESRHgA, CHANGEABLE WITH ANY OTHER ° SF FT qC/ To coNsrRAw . UT.SEISE. MAY BE USED - - COMPONTENT UNLESS OTHERWISE SHOWN. 9@�F N l\ FOOTING, SEE SCHEDULE a NOTE: EACH COMPONENT IS INTER- OSTM TO CONSTRAIN FOOTING, SEE - # CHANGEABLE NTH ANY OTHERSFFTge qc/N SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. <F G FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE 16 -. -STRUCTURE ;_ ._LL__, P ' sFFT 6pgc/ c •- OST WITH SIDE- PLATES SEE DETAIL _ LENGTH OF STRUCTURE VARIES 0 1VI(IIIII . NOTE: EACH COMPONENTIS INTER- a0 3 1rz' SLAB ATTACHME MAY BE USED VIM MAR 1 51009 SEPT sAq POST WITH SIDE- PLATES SEE TAIL ' CHANGEABLE WITH ANY OTHER sFF Tsa PERMITTED.: COMPONTENT UNLESS OTHERWISE SHOWN. Lqp"G I SEE SCHED Qs�� 3 7rz° SLAB'ATTACHMENT FOOTING WHERER EOUI " rJ, OMPONENT IS INTER- a OST MAYBE USED WHERE - BEE SCHED. FOR FOOTI �Q� 4� P^ TH ANY OTHER SFFT sAgc PERMITTED. OPEN'LATTICE-TYPE PATIO COVER O - COM NLESS OTHERWISE SHOWN. 9e�F "G I` SEE SCHEDULE - SCALE: NTS NOTE: THIS OPEN LATTICE -TYPES MAY NOT SE ENCLOSED OR Q� 4 pgt -: ' - FOOTING WHERE REQUIRED, LJ BEE SCHED. FOR FOOTING CUBE SIZEfn- TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTU ..,No. 37948 ,:.' PE "F" ATTACHED MULTISPAN -LATTICE _ STRUCTURE e NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED OR COVERED. RAFTER. SEE TABLE I"IAX_ PROJ. - - FOR 512E SEE SCHE U NOTE: THIS OPEN LATTICE -TYPE STR MAX. PROJ. - SEE SCHEDULE.- - - AND SPACING MAY NOT BE ENCLOSED OR CO M �LTT LIVE LOAD= - 2S O.FI RAFTER, SEE TABLE ZE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 44 �� OF A, 255% SPAN " 10, 20 8 30 per. ' ANDDSPA NG -. 0 pST �Ry f _ ` O.H STRUCTURES qc/BGG - 8269 ALPINE AVE., SACRAMENTO,CA 85826 SHEET 3 OF 29 - vr. - . r+.- - -- •. ♦ O O 2MAX. SPAN TSa .90.100&110 -MPH -1 - - �- . 4- G �C/,yG OST HEIGHT - SE HEDULE �LG� OST HEIGHT - ® BE HEDULE i °OG a i6 LENGTH OF STRUCTURE VARIES G 16 0 ' • OST CROSS -SECTIO SEE POST DETAI LENGTH OF STRUCTURE VARIES - - - SFF rqe 9p/ POST CRSSSECTION, SEE POST DET L NOTE: EACH COMPONENT IS INTER- poS Tsp 31/2 AY a USED SF�c T Sp T �<qc/NG F CHANGEABLE WITH ANY OTHER ° SF FT qC/ To coNsrRAw . UT.SEISE. MAY BE USED - - COMPONTENT UNLESS OTHERWISE SHOWN. 9@�F N l\ FOOTING, SEE SCHEDULE a NOTE: EACH COMPONENT IS INTER- OSTM TO CONSTRAIN FOOTING, SEE OPEN LATTICE -TYPE PATIO COVER # CHANGEABLE NTH ANY OTHERSFFTge qc/N SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. <F G FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE :TYPE "G" FREESTANDING- SINGLIE SPAN LATTICE -STRUCTURE ;_ ._LL__, TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE_;. • DRAWN BY: K.Y_ •>_ � -- . e TOM CAMPBELL & ASSOCIATES, INC.. i LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB N0. GF07 D674 DATE: 10123!2007 ! COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE " 10, 20 8 30 per. ' DURALUM PRODUCTS, INC. -. ... SCALE: NONE RANCHO CUCAMONGA, CA,(951) 741-2107 ' STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO,CA 85826 SHEET 3 OF 29 - vr. REVISED BY: K.K. B D.P. �. :W<rs. . r+.- - -- •. ♦ .90.100&110 -MPH -1 - (916) 452-7021~ FAX 403-1519 sates®dumtum.com . 4- SOLID -PANEL -SPAN -S, -FOR COMMERICAL & PATIOS 90/100/1.10 MPH EXPOSURE B & C .09R. (I.S.) -.67" N / 25" .09R. LS. .6T' FAN BEAM 77" ( ) /' ALL UNMARKED RADII .06R ^ `, N .25" 2.5, 1 f _ a ALL UNMARKED RADII .06R 45 TYP .38" 45° 2.5" T=SEE BELOW N 1 75" 75" HEADER TYP 38' 7.25 / ,� CEILING FAN AND/ --•• I ��,• --•• I ,-•• __.. ALUM. ALLOY 300436 -OR EQUAL 1� '' OR LIGHT FIXTURE ( MAX. 30 lbs. ) - • EXIST. WALL 1 /2"'FDkT7PAN� L.L.= (PSF) "r' 1 (IN.)], 90'100&110 MPH SPAN r EXP.B IrEXP.0' 104 .018 151-6" L304 .02013,_6„ 14'-3" 3 6„ .024 14,_9„ 14,_9„ .032 17'-8" 17'-8" 040 19'-0" 19,_0„ .20 .020 9'79" 9'-9" .024 10,_6„ 10,-6„ .032 12'-8" 12'-8" .040 14'-2" 14'-2" 30 .020 8'_0" 8'-0" .024 8,_9„ 81_9„ .032 10'-4" 10'-4" .040 11,_8„ 11'-8„ � _ I Mo. 379.48 i n i it R 15 2009 70" TYP-. 3" FAN BEAM ALUM. ALLOY 6063-T6 ALLOWABLE SPANS L.L.= (PSF) 2" x 3" FAN BEAM 10# 20'-7" 'EXP.0 151-6" L304 12'-9" ATTACHMENT AT HANGER CHANNEL SEE SCHED.FAN BEAM ANGER HANNEL T' FAN BEAM \ . #12 S.M.S. SCREW \ #12 S.M.S. SCREW AT HANGER CHANNEL FAN BEAM ATTCHMENT AT HEADER FAN BEAM 3„ .042"x3"x8" HEADER \#12 x 3 1/2" S.M.S. SCREW wo W AT HEADER ALUM. ALLOY 3004-1-136 OR EQUAL 6"x2 1/2" FLAT PAN L.L.= (PSF) "ri (IN.) 90,100 8110 MPH SPAN EXP.B 'EXP.0 10 .018 14'-3" 14'-3" .020 15'_5" 15'_5" .024 17,-4„ 17,•4„ .032 19'-5" 19'-5" .040 21'-0" 21'-0" 20 .020 11'-0" 11'-0" .024 12'-5" .032 14'-4" 14,-4" 040 16'-0" 16'-0" 30 .020 9'-0" 9'-0" .024 10'-2" 10'-2" .032 11. 9., 1,_9„ .040 13,_7, 13'-2" DRAWN BY: KK TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 8 10, 20 & 30 psf DURALUM PRODUCTS, INC. ' SCALE: NONE REVISED BY: KK 8 D.P. - RANCHO CUCAMONGA, CA (951) 741-2107 FAN BEAM HORIL WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95926 SHEET 4a OF 29 70, 90 8 110 MPH (916)452-7021 FAX 403-1519 sates@du2tum.eom SOLID PANEL SPANS FOR COMMERICAL & PATIOS .25" L R .67" = TABLE B W 435'" 40" �7 " QQ� I 40" 2.46" 1.70" Q 1.48' 40" 40'035 40" 3 C7 w IPSO. ,37948 3.00' 4.50" 4.50" 4.50" 4.50" 3.00" FEAR 31 1011 24.00" ALUM. ALLOY 3004-1-136 OR EQUAL ts�.a_ CML 24" TRI='V" PAN L.L.= (PSF) PANEL"T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN' EXP,B I EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .018 11'-0" 10'-0" 10'-0" 91-0" 9'-7" 8'-8" ' SHEET 4 OF 29 .024 12,_10„ 11,_7, 11'-7" 10'-4" 111_01, 101_0„ .032 14'4" 13'-4" 13'4" 12'-0" 12'-10" 11'-7" .040 22'-4" B 22'-4" 75" '22'4" 22--0-- 2'-0"20 20 .018 g _g 9,-0„ 9,-0„ 9,-0„ 9,4„ 9,-0„ .024 10'-7, 10,_7, 10,_7, 10,-4" 10,_7, 10'-0" .032 11'-8" 11'-8" 111-8" 11'-8" 11'-8" 11,-7, .040 17'-1" 17'-1" 17'-1" 17'-1" 17'-1" 17'-1" 30 .018 7'-9" . 7,4„ 7,_9„ 7,_9„ 7,_9„ 7,_9„ .024 9'4 914" 9'-0" 9,-0" 91-0" 9'-0" .032 10,_2„ 10,_2„ 10'_2„ 10,4" 10,_2„ 10'_2„ 040 14'-0" 14'4" 14'-0" 14'-0" 14'4" 14'-0" 90/100/110 MPH - EXPOSURE B & C 5" .90 MPH SPAN 100 MPH SPAN ' 110 MPH SPAN EXP.B R=.117 EXP.B EXP.0 1.125" (160 y 10 .020 15 8„ 151-6" 15'-0" 15'-0" 15'-0" 14'-6" ' SHEET 4 OF 29 .024 18'-1" T=SEE TABLE BELOW 18'-1", 17'-4" 18'-1" . 1.125" 20,4„ 20,_9„ 20,_9„ 20'4" 20'-9" 191_8„ .040 22'-4" B 22'-4" 75" '22'4" 22--0-- 2'-0"20 20 .020 11,_3„ N 11'_3„ 11,_3„ 11,4„ V .024 13'4" 91A I 5 13,_0„ " 13'-0" 13'-0" .032 15'-3" 1r 15,4„ AI I1M. Al I OV 300A_H Ar OR FOIIAI 15,-3" 12" x 3 1/2" W PANEL L.L.= (PSF) PANEL'T' (IN.) .90 MPH SPAN 100 MPH SPAN ' 110 MPH SPAN EXP.B EXP:C EXP.B EXP.0 EXP.B' EXP.0 10 .020 15 8„ 151-6" 15'-0" 15'-0" 15'-0" 14'-6" ' SHEET 4 OF 29 .024 18'-1" 18 _1„ 18'-1", 17'-4" 18'-1" 16'-8" .032 20,4„ 20,_9„ 20,_9„ 20'4" 20'-9" 191_8„ .040 22'-4" 22'-4" 22'-4" .22'4" '22'4" 22--0-- 2'-0"20 20 .020 11,_3„ 11,_3„ 11'_3„ 11,_3„ 11,4„ .11,_3" .024 13'4" 13,_0„ 13,_0„ 13,_0„ 13'-0" 13'-0" .032 15'-3" 15'4" 15,4„ 15,4„ 15,-3" 15,4" . .040 17'-1" 17'-1" 17'-1" 17'-1" 17'-1" 17'-1" 30 .020. 9,_3„ 9,4„ 9,_3„ 9,4„ 9,_3„ 9,_3„ .024 10'-6' 10'-6' 10'-6' 10'-0' 10'-6' 10'-0' .032 12,-0„ 12,-0„ 12,-0„ 12,-0„ 12,-6„ 12,-0„ 040 14'-0" 14'4" 14'-0" 14'-0" 14'4" 14'-0" DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123f2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANELSPANS 10, 20 & 30 psf ' DURALUM PRODUCTS, INC. SCALE: NONE 1 RANCHO CUCAMONGA. CA (951) 741-2107 HORIZ. WIND = 8269,ALPINE AVE., SACRAMENTO, CA 95826 ' SHEET 4 OF 29 REVISED BY: K.K. & D.P. _ 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales®duralum.00m PANEL FASTENERS 90/100/110. MPH 750" AR 15 ?.00 24" 0" 24" TRI --"V" PAN OQ� WE 07 ' L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S., #10'S.M.S.a N,)..3 37948 20 #10 S.M.S. #10 S.M.S. , #12 S.M.S. *` .3 1 2011 ). CNVL- KYLIGHT DETAIL 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. q 1 C 11" X 3 1/2" W F'ANtzL L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. I #10 S.M.S. 20 #10 S.M.S.• #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER EXPOSURE B & C 075" --i .860" I---- .440" .265" 40" 6.00" R9.250 OPTIX® PRODUCTS ACRYLIC.PER• I.C.C. E.R. 5411 OR EQUAL SCHEDULE OF ALL SPANS FOR 6" /'8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS /.8" PANEL SPANS- PANS-t=.020" t=.020" t=.024" t=.032" t=.040" 6" 8" 6" 8" 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 7'4" 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 oRAwN ev: Icic - - L.L.= PSF 90- MPH E 100- MPH 1.10:MPH _10 0 S.M.S. #1 #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. L #12 S.M.S. 6" / 8"x2 1/2" FLAT. PAN W/(2)1\:S oRAwN ev: Icic - - TOM CAMPBELL a ASSOCIATES. INC: LIVE LOAD? PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 J DATE: 10/23!2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 a 30 psl DURALUM PRODUCTS,.INC. - SCALE: NONE RANCHO CUCAMONGACA (951) 741-2107 , PANELFASTENERS HORIZ WIND =� 8269 ALPINE AVE, SACRAMENTO, CA 95826 1(916)452-7021 SHEET 5 OF 29 REVISED BY: K.K. a D.P. 90, 160 a 110 MPH FAX 403.1519: sales durelumcom @ RAFTER SPANS FOR OP 6.5" 2.. ORUEQUALOY 3004-H36 I-I_--Ho'l _ E '-- MERICAL & PATIOS A. ALLOY 3004-H36 90/100/110 MPH EQUAL W 6.6" ' MAX. 2" 024" 1� ~ ~032' DBL. 2 x 6 1/2" RAFTER HN) `a 90 MPH 100 MPH 110 MPH SFw 0 p g EXP.0 EXP. B EXP.0 EXP. B EXP.0 .024 16 20'-3" 18,-4„ 18,-4„ 16'4" 18,_1„ 16,_0„ 10 24" 16'-0" 15'-0" 15'-0„ 13 6„ 14'_5„ 13--l" 16" 27'-0" 24'-6" 24,f„ 22'-0" 24,_7, 21,.4„ .032 24" 22'-0" 20'-0" 20'-0" 1 B'-0" 19'4„ 17,4„ 16" 15,_7, 15,_7, 15,_7, 15,_7, 15'-2" 15'-2„ .024 20 24" 12,4„ 12,-4„ 174„ 12,4„ 12,4„ 12,,4„ 16" 20-7, 20,4, 20,4, 20,_7, 20,4, 20,_7, .03Z 24" 1 16'-6" 16,-6„ 16'f" 16,-6„ 16'-0" 16'-6" .024 16" 12'4" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 30.032 24" 10'-2" 10'-2" 10,_7, 10'-2" 10,_7, 10'-2" 16" 16'-7" 16'-7" 16'-7" 16'-7' 16'-7" 16'-7" 11" 13,-6„ 13,-6„ 13,-6„ 13,-6„ 13,-6„ 13,-6„ ALUM. ALLOY 3004-H36 OR EQUAL EXPOSURE B & C L I I .042„ *SEE NOTE BELOW TRIBUTARY m y 3 x 8" RAFTER 2 x 6 1/2" RAFTER T' (IN.) 90 MPH (PSF) (IN.) y 0 90 MPH EXP. B EXP.0 100 MPH EXP. B EXP.0 110 M EXP. B EXP C EXP. B .024 16" 14'-4" 13'-0" 13'-0" 11'-B" 12'-10" 11'-4" 24" 11,-8" 10,_7, 10,_7" 9'-6" 10,4„ 9'-3" 10 .032 16" 19'-1" 17,4„ 17-4„ 15'-0" 17_1„ 15-4„ 24" 15,-6„ 14,_7, 14,_7' 12'-8" 13'-11" 17_3„ 9 9 .042 16" 264„ 23,_10„ 23,_10„ 21'-0" 23,-0" 20,_10„ 24" 21,-0„ 19,-0„ 19,-0„ 1T-6„ 18, 9„ 17,_0„ 16" .024 16" 10'-8" 10,-8„ 10,_8„ 10,4„ 10'-8„ 10,_8„ 24" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 20 .032 16" 14'-3" 14'4' 14'4" 14'4" 14'-3" 14'-3" 24„ 11,4„ 11'-e" 11'-8" 11'-8" 11-8„ 11,_8" 042 16" 19'-8" 19'-8" 19'-8" 19'-8" 19,-8" 19'-8" 24„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ .024 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2„ 30 .032 24„ 9,_7„ 9,_7„ 9,_7„ 9,_7„ 9,_7„ 9,_7„ .042 16" 13'-6" 13,-6„ 13,-6„ 13'-0" 13'-0" 13,-6„ 24" 13'-3" 13'-3" 13'-3" 13'4" 13'-3" 13'4" MERICAL & PATIOS A. ALLOY 3004-H36 90/100/110 MPH EQUAL W 6.6" ' MAX. 2" 024" 1� ~ ~032' DBL. 2 x 6 1/2" RAFTER HN) `a 90 MPH 100 MPH 110 MPH SFw 0 p g EXP.0 EXP. B EXP.0 EXP. B EXP.0 .024 16 20'-3" 18,-4„ 18,-4„ 16'4" 18,_1„ 16,_0„ 10 24" 16'-0" 15'-0" 15'-0„ 13 6„ 14'_5„ 13--l" 16" 27'-0" 24'-6" 24,f„ 22'-0" 24,_7, 21,.4„ .032 24" 22'-0" 20'-0" 20'-0" 1 B'-0" 19'4„ 17,4„ 16" 15,_7, 15,_7, 15,_7, 15,_7, 15'-2" 15'-2„ .024 20 24" 12,4„ 12,-4„ 174„ 12,4„ 12,4„ 12,,4„ 16" 20-7, 20,4, 20,4, 20,_7, 20,4, 20,_7, .03Z 24" 1 16'-6" 16,-6„ 16'f" 16,-6„ 16'-0" 16'-6" .024 16" 12'4" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 30.032 24" 10'-2" 10'-2" 10,_7, 10'-2" 10,_7, 10'-2" 16" 16'-7" 16'-7" 16'-7" 16'-7' 16'-7" 16'-7" 11" 13,-6„ 13,-6„ 13,-6„ 13,-6„ 13,-6„ 13,-6„ ALUM. ALLOY 3004-H36 OR EQUAL EXPOSURE B & C L I I .042„ *SEE NOTE BELOW 30 I '042 124114-214-2114-2114'-2�14'-2�14'-2114 -214 -2114 -2�14'-2�14'-2�14'-2" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" D.C. OR 48" o.c. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED. TRIBUTARY r? n ii N 0 3 x 8" RAFTER L.= SF) T' (IN.) 90 MPH 100 MPH' 110 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 6 6 7 78 16" 28'-2" 1 25'-7" 25'77" 22'-0" 25'-2" 21'-2" 10 .042 24" 23,_0„ 20,_10„ 20,_10„ 18'_9„ 20,-6" 18,4„ 9 9 10 1011 12 12 13 13 14 4' - - - 9 9 10 10 11 1112 1313 14 14 15 F 20 . 042 16" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 24" 17,_7, 17,_7, 17,4, 17,_7, 17,_7, 17,_7, 30 I '042 124114-214-2114-2114'-2�14'-2�14'-2114 -214 -2114 -2�14'-2�14'-2�14'-2" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" D.C. OR 48" o.c. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED. PROJECTION SPAN O.H. TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14M12 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 78 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 89 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 910 11 11 12 12 13 3' - 7 7 8 8 9 9 10 1011 12 12 13 13 14 4' - - - 9 9 10 10 11 1112 1313 14 14 15 F 5' - - - - - 11 11 12 12 1 13 1 13 14 14 15 15 1 16 PROJECTION SPAN O.H. TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10,20 & 30 Psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 R EVISED. BY: KK & D.P. 90, 100& 110 MPH (916) 452-7021 FAX 403-1519 sales@dumlum.com SHEET 6 OF 29 0 HANGER CHANNELS AND MOUNTING BRACKETS 1' 1.50" WALL FASTENERS ALUM"3004 H36'!� �--t SEE TABLE WALL " cl)FASTENERS 1.75" )L ORMED'HANGER -' R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \� (D o v .563" ;N ri .281" V60ALUM.ALLOY 63-T6 .060 B EXTRUDED HANGER CHANNEL ALUM.. ` I l 3x ALUM..RAFTER R ' AT WOOD STUD AT MASONRY O LIAR FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV 15 SEE TABLE BELOW OVERHANG LL=10 LL=20 LL=30 , LL=10 LL=20 I NO l NG-EAVE•CONNECT_ION .2 .633" .25"R .05' #10 SMS @ PANEL LOCKS OR #8 SMS 4" AT EA. CONTACT .20 '2 S' CONTINUOUS A- RAIL ROOF PANEL 3 (WHERE OCCURS) C F ALUM.ALLOY SQ 6063-T6 #10 SMS @ EA. CONTACT Ix AL 6063-T6 Y WALL CONNECTION O I.R. HANGER IFASTENERS 2740"wIV O OR 4" ANEL o 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 O LIAR DESIGN W/ SIMPSON A35 16" O.C. CONCRETE 15 13'-10" 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 I E E E J J K 16'-9" a: DESCRIPTION OF LAG SCREW SEE NOTE BELO zz A=3/8"O x 1 1/2" @ 12" O.C. E=3/8"O x 4" @ O.C. EACH STUD w< w B=3/8"O x 1 1/2" @ 8" O.C. F=7/16"O x 4" @ O.C. EACH STUD Qnla C=7/16"0 x 1 1/2" @ 10" O.C. J=1/4"0x1 1/8"@16" A.B. LLFnr D=7/16"O x 1 1/2" @ 12" O.C. K=1/4"0x1 1/8"@12" A.B. EXIST. RAFTER—,- k ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2 x 4 FULL OR 2" x 4"V-6" FULL .. 16" OC V-6" 16'-8" 13'-10" 9'-3" 2'-0" 11'-8" 8'-8" 5'-10" 24" O.C, 10'-8" 8'-3" 5'-6" 2'-0" 7'-0" 4'-6" 3'-0" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-0" 14'-0" 9'-6" 2"x8" FULL 24" O.C. 2,-0" 29'-3" 25'-0" 16'-9" NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"Ox5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),. 11.1.3 AND 11.1.4, RESPECTIVELY #10 SMS T&B 1.880" AT 12" O.C. 19 F�SS/0':f 200 ��p,5 0. C7 ,•. a ~ ' 1\: 37948 * EXNAR_ 3_1 2011 1k CIVI1. - c 10# L.L.1_1)=( SMS EA. SIDE f7 20#13.L.=(2=8 SM SMS I.D SIDE 3/16„ / U -BRACKET • 8" 0 .STEEL 0 1/4"0 HOLES,TYP. 1 3/4' OR 1 1/2" 0 NOTE: PROVIDE WATER tl 2x6 1/2" 8 0 0 CAOUCK JOINTS AND SLMETAL OPE FLASHING 5" MIN. OR 8" TO DRAIN I RAFTER TYPICAL BRACKET AT EVERY 2x \ EXISTING WOOD STUD FRAMING . 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf RAFTER TO WALL CONNECTION R FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE .ENGTH \ ,L„ \ 2xe OR 2x8 LEDGER AFTER aaa"CCC 12" W.S. )-#10x1 3/4" PATIO COVER NOTE: PLACE "SIKA FLEX" OR SIMILAR DRAwra BY: x.K. ( - MATERIAL BETWEEN BRACKET AND COMP. - SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET BRACKET CONNECTION 4i MAY BE MOUNTED BELOW RAFTER Wi DATE: 10/2312007 SAME CONNECTION'S. DRAwra BY: x.K. ( - TOM CAMPBELL & ASSOCIATES, INC. ' T - uvE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE , RANCHO CUCAMONGA, CA (951) 741-2107 _ ATTACHMENTS HORIZ WIND = 9269 ALPINE AVE.. SACRAMENTO, CA 95926 SHEET 7 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 & 110 MPH (g16) 452-7021 FAX 403-1519 sales@dum1 m.eem T COLUMN/POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS I l��I 3.00 3.00"SQ• .032" \ SQ. �J 3.00" SQ. #10 SMS I G =3" Q,xt=.188" �. �' .024„ :`(d24"O.C. 0EASIDE CF E H==3"SQ.xt=.25" 0'I I .075" 4"SQM=.188IIb. 032" 14"R CO =5"SQ.xt=.188" AEON[ P .040"ALUM. 3.048"STEEL23.0".4.0" OR5.0o2a" q/. G .B 5/8" PLASTIC PLUG O O �(�Q9 W SQ. ALUM. POST 3" SQ. ALUM. POST/ / 3 MAG POST SQUARE 1 �hQR.l 5 WITH SIDE PLATES /O0 3004-H36 3" SQ. ALUM. POST STEEL POST ' ALUM. ALLOY 3004-H36 3" SQ STEEL POST "ALUMYALLOY 3004-1,136—.1 ASTM A36 GRADE 40 653 40 ALUM. ALLOY 6063-T6 Q�QFE slog ALUM ALLOY 3:00" -OR` 2.0". . CA' 6063-T5 2.40" 0 1.375" 'Ck7/16"OHOLE 56" 2 FLANGES 75" 2 1/8" APART Q) F— 0 1.125" 2.5„ (� I\n . 37948 / ASTM GRADE 40 STEEL ElR 31` 1V111 o .75" .75" •BASE FLARES " 15T' TO 3"WIDE EA. 1.60 VCivt%TYP� _ __ _ SIDE OF FLANGES �,9 1 .5 USE FOR 3" " F NSTALL WASH. PLATE _ .090!1 TMP, POST ONLY 5.50 9 %fix 5/16" x 5)j" WHEN USING (r, 1-7/16"0 HOLE IN 110 MPH WIND AREA Ck 2- 5/16"0 HOLES & 2-3/8" HOLES I \.090" BRACKE_T_FOR_3"_POSTS TYP. EA: SIDE ALUM "T" BRACKET STEEL "T' BRACKET 5 ALUM. ALLOY 6063-T5 "H" BRACKET �3)-3/8" LAG-SCREWS'OR 4)-1/4" LAG SCREWS 2 1/8" 21/8' (2.5" PENE. INTO WALL) 7/8' J Q 'T'BRACKET 3"SQ. POST W/ (2)-#12 SMS EA. 3^ SO. ALUM POST SIDE OF POST OR 7 DRAWN BY: K.K. I —o UVE LOAD = - _ .. PATIO COVER SYSTEM AS MFG. BY: a 1' /LU 2 1/4" M.B. THROUGH COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, ZO 8 30 p51 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HORIZ. WIND = POST SHEET 8 OF 29 .-. REVISED BY: K.K. 8 D.P. -E:` I 9D; 100 8-110 MPH ;` (916) 452-7021 FAX 403-1519 sales@duralum.com / L7 G 1 0 ROD 11/16"z1040 3/16" STL. -� AUGER PARTS PAINTED 20 [p2 - "RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET: N z 112"x 21/2^ OR HOT DIPPED GALVANIZED (1)-1/4", 0 M.B. x 7 GA. STU- OR ELECTROPLATED - PER SIDE (2 -TOT.) PLT. ASTM A36 4" DIA. 9 GA. 3" x 8`' ALUM. RAFT. BRACKET ASTM A-36 HELIX 3 16 9"x16"x7 GA 3" x 8" ALUM. HEADER NOTE: is- STEEL ASTM A36 PLATE SINGLE Pass WELDED AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED 3"SQ. ALUM. POST HEADER BRACKET ONLY. OR HOT IPPEDGAVANIZEDL NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE __•, USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. cFF rnnlr ci eo oneT coerinic TALL r- ono COAra.in ' + SINGLE PASS WELDED 6 . STEEL.FOOTING O DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES'; INC. UVE LOAD = - _ .. PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 101231200) COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, ZO 8 30 p51 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 29 .-. REVISED BY: K.K. 8 D.P. -E:` - 9D; 100 8-110 MPH ;` (916) 452-7021 FAX 403-1519 sales@duralum.com '' r COLUMN / POST. TYPES & ° SURFACE- MOUNT AND EMBEDMENT • DETAILS ALUM."rBRACKET USE WITH POST TYPE B,C,D, OR I° STEEL POST ONLY: STEEL.-rBRACKET USE WITH i USE POST TYPE((3 S/8"0 BOLTS 'T' BRACKET \ POST TYPE B,C,D,E,F,G,H,J OR K i F, G. H, -J OR K F�R POST TYPE J @ WSQ. POST W/ 3• SO. POST ALUM."I"BRACKET: 3"SQ. POST (2)-#12 SMS EA. USE (2 3/B"O HILTI i I q 5•, KWIK BOLTS OR EQUAL I SIDE OF POST OR 112 DEPTH OF I I (2)-1/2"0 BOLTS 1 16"INSERT 1/4" M.B. THROUGH STEEL."rBRACKET: I I FOR ALL OTHER POST SEE NOTES BELOW USE (2)-3/8 -0 HILTI KWIK FOOTING OR I I CONDITIONS q 5" BOLTS OR EQUAL 12" MIN. EMBD. I I• ASTM A36 (2)-3/8"0 HILTI "KWIK"" ' _ ^ " MIN. EMBEDMENT DEPTH i I STEEL FOR KWIK BOLTS BOLTS, OR EQUAL, EACH SIZE SQ. 18" DEEP '•'.: BRACKET TO SLAB. 18" SQ. 12" • I I MINIMUM DISTANCE TO 12" 22" O w L EDGE OF SLAB = 2-1/2" Q 28" SQ. w M 26" 32" SQ. 23" `�L.• 35" SQ: DEPTH a 30" `� _. SLAB SHALL BE IN CR a POURED CONETE 43" SQ. •' �L�:�;.� h GOOD CONDITION • LFOOTING SEE NOTE 32•' •'• •ice::••': w '` FOR SIZE (1�-1n"OM.B. 55" SQ. 3,1/2" MIN. SEE FOOTIN SCHEDULE QUAR F LONG, 1" FROM END OF POST SQUARE SEE FIGS, SCHED. 42" 64" SQ. 41" 44" ,'ATTACHED ALTERNATE FTG. SIZE SQ. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" rCUBE 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" SQ. 32•' 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SQ. 39„ 42" 64" SQ. 41" 44" 69" SQ. ' 43" CUBE FOOTING W/ 3 1/2" SLAB 77 3" SQ. POSTS TO CONC. FOOTING 8O S9UARE POST EMBED. r y NTO FOOTING ATTACHED ONLY NOTES: FOOTING & ANCHOR BOLTS 1. DO NOT USE ALUM. 'T' BRACKET WITH 3XB BM. FOOTING SIZE SINGLE POSTS WANSERT, MAG. BEAM, 4" OR EMBED. BOLTS 7" I -BEAMS. 23.8 24" CUBE (2)-12"0 3 1/4° 2. POST TYPE E "* INSTALL WASHER PLATE, 2" X 25"- 30" CUBE (4)-12"0 3 1/4" X 0=5x" AT STEEL T BT. 31• - 34° CUBE (4)-5/8•19 4 -MAR 15 2009 3. POST TYPE F _ (a) 3/a' 0 DO NOT USE STEEL ' 35• - 39• CUBE 4 3/4" BRACKET W/ 7" LEQe`_ 40" - 42" CUBE (4)-3/4"0 4 3/4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL co I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. C j = Z SPECIAL INSPECTION REQUIRED. W ~ AR Yp il oc M \ * Exp. 1` NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 3/16" 1 3" SQ. POST (STL.) -- - OR FLUTED OR 4" SQ. POST (STL.) INSERT PL.5/8"THK. ` 1 12" 1 1n" 1s" 1 12" WELDED STEEL BASE PLATE I BASE PLATE SCHEDULE • ' y PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8 12"SQ. x5/8" B. C, D. FBG 18° SO. x 5/8' 1 B, C. D, F. G, & H ' FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12"x12"X 5/8" PER I.C.C. ESR -1917 OR 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 (4 3/4" EMBEDMENT DEPTH) • 0.. el: KK. -• • � • ' . TOM CAMPBELL & ASSOCIATES, INC. - ' GOLUMN - � uVE LOAD = • . � � PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 a 30 ps! •• ` DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: KK. 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.wo 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 1.79" • OCCURS \ SPLICE WHERE OCCURS CCURSE in 4.6" .075" (6 "012.931" 73" 2.57" 4. TYP. R .048" 2.19z.oa TYP 065° TYP 2.0oss"0 T214" TYP a.0000^ 3.0 2.7" ASTM A653 GRADE 40 - .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E ALLOY 6.53 sos3-T ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAM 4" MAR 1 1009 SES I- r W-1 17-7 �fjQ� `. Ci 3„MAX 0 C-2 )2„ SPLICE Chi ^Ao WHERE 4" SPLICE NMERE W. ~ No. x%848 m B.O" OCCURS ^070„ OCCURS ;v ~ 032„ ' TYP. . 3 1 1611 TYP. s .Mk ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY ; ALUM. ALLOY 3004-H36 OR EQUAL 6063-T6 6063-T6 ` OR EQUAL J 4" I -BEAM Y O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 3.0" 1 � ALTERNATE STEEL GBEAM FOR ALUM. I -BEAMS L __T T! MAX. 3" - B" F.. .625 F_ 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM I' I-.*—..042" j 8" _� T= 14GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM j 7.875' ASTM A653 GRADE 50 i I ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 f 625" OR EQUAL O OR EQUAL ^ A --1 2.875" 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O 3 x 8 BEAM O STEELINSERT DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = P.ATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 • DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl 1(916) DURALUM 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. - ,r' - - 90, 100& 110 MPH 452-7021 .FAX 403-1519 sales@durelum.eom - SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 9" 24" 3" 1„ 11 3,. 1.5 1„ 1 8„ 1:1 (2)#10 S.M.S.® EA. VALLEY,TY� #10 S.M.S. II #12 S.M.S. II (8 TOT. NP. THICKNESS = .035 (24 TOT II TYP. THICKNEISS =.035" 6,38" mE r= j — II � II + II + + ++ + + + + ++ ALUM. ALLOY 3004-1-136 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 I I NOTCH I -BEAM FLANGE AS NEEDED SPLICES - ROLLFORMED & EXTRUDED FASCIAS I-BEAMALUM ALLOY SQ. OSTCONECTWEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I I TO POST W/(2) -1/2"O STL. C -BEAM THRU-BOLTS 3" TOTAL= (8)-1/2.0 BOLTS ._ .......... .._........ —................ _.._........ ... ........... ................ _...... _.._.._.... ...... SQ. POST 1.0o" h1AR . DD9 o o o Q fE�. BEAM TO POST CONN. SPLICE WHERE 4u 2'00" - •''`•• /w O�G ` OCCURS _:_070" O O i TVP. o �� AR3181011 ° • .__......._.__....--.............._........ __... ....... ....... ..... _.......... ............................. ........ -....... #12 METAL BACKED, ALUM. ALLOY lS' 1010 -NEOPRENE WASHERED ` 6063-T6 TEK SCREWS @ 8"0.C. 16" 1" C FLANGE GER IN BEAM 4" I -BEAM 3'-0' — — — — — — — MOMENT C -SPLICE ROOF PANEL NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WHi OCCUF ALUM. ALLOY . 6063-T6 7" (-BEAM MOMENT C -SPLICE 4"x3" ALUM. "1" BM. OR (4)-1/4"0 M.B. BEAM 7"x4" ALUM. "I" BM. TO BRACKET 2-3/8"0 M.B. THRU STL. "r I' I BRACKET TO POST. POST, SEE SCHEDULE --- —y— ALTERNATE BEAM TO POST CONN.. I DRAWN ay: KK TOM CAMPBELL 8. ASSOCIATES, INC. ; LIVE LOAD = -1(916) PATIO COVER SYSTEM AS, MFG. BY:, JOB NO, GF07-0674 ' DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 1o, 20 8 30 pst DURALUM PRODUCTS, INC.. " SCALE: NONE - RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HORIZ. WIND = J 90, 100 6,110 MPH ' 6269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 11 OF 29 REVISED BY: K.K. S D.P. i 452-7021 FAX 403.1519 sales®dumlum.mo 1 '. i BEAM TO• POST -,CONNECTION DETAILS ----",OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM: OR HARDBORD) - 3" x 8" x .042" BEAM, 3" SQ. STEEL OR (z)atio s:Ms-EASIDE (a) -TOT. RESIDENTIAL STRUCTURAL ENGINEERING MAG BEAM. \ O #10 S.M.S. TOP T:,(2 TOT. 2412 x 1/2" S.M:S. EACH SIDE OFT' 1 SO: POST (4 -TOTAL) • HORIZ. WIND= �. #10 X 1/2" S.M S. TOP 1 1/4" ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST "' -' & BOTT. (2) -TOT. 5 r 90, 100 8-110 MPH ROOF PANEL 4" 6 1/2" 12 OF 29 ROLLFORMED OR ; 7s i 0; i (4)-#14 SDS'@ EA. SIDE GUTTER EXTRU;•so' F / ALUM. BRACKET X . FASCIA 3" SO. POST 2.35" i TOP & BOTT. TOT.=16 ., J21 2410 x 112• S.M.S. EACH SIDE OF 3 - SO. POST (4 -TOTAL) ALTERNATE: 1l4"0 OLT W/ WASHER 1 6112"x2"x .024,RAFTER - - --' EA.sIDEOF3"Sa.POST RAFTER "TAIL" TO GUTTER 15 3" X 3" ALUM. OR "STEEL POST / 3.00" 3-SO.POSTI•"Yi: 0(} OR .240". POST 3.125" FOR 3•x RAFTER FOR 2 RAFTER BRACKET TO 2.125" x GUTTER FASCIA MAG BEAM 3" SO. POST 3'SQ. STL. BEAM •� `� ` + ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-H24 2$''- 'y ! ~ ' 3" 2.. 1.50 1/2„ t =.04 0" 6063=T6 28, - 1.50 t = .040" 3004-H36 ALUM. 211 21# — �� .018" y . •018„ 1 I P O (4) - #8 x 3/4".TEK SCREWS . BRACKET TO RAFTER 2"x3" LATTICE TUBE " SQ. O &P2 �1/2" MIN. L r "! BE O 8 x 2 "SMS, 2 1/2" - f OR 3 1/2', TYP.r j t �C/� ri`P !.. (� O MAR 15 7 a9 :: 1 1/2" OR 2" SQ. OR 2"x3" LATTICE CO p (a� 3"O.C. MIN. UP TO 7"O.C. MAX. W OC No.37948 2.750, EX —RAFTER *IMH�� l (4) - #8 x 3/4" TEK SCREWS LATTICE TUBE TO RAFTER CNIL . BRACKET TO BEAM 17 "U" BRACKET - RAFTER TO BEAM 18 " DkAvi1N sv: K.K." DATE: 10/2312007 - � TOM CAMPBELL 8 ASSOCIATES, INC. BEAM 70 POST COMMERCIAL AND uvE LOAD=-.. PATIO COVER SYSTEM AS MFG. BY: • JOB NO. GF07-0674 - RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psf , DURALUM PRODUCTS;' INC? •SCALE: NONE 8 , - •�ATTACHMENT RANCHO CUCAMONGA, CA (951) 741-2107 • HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 �. SHEET REVISED BY: K.K. D.P.. 90, 100 8-110 MPH (916) 452-7021 FAX 4031519 seles(�durelum.com 12 OF 29 DOUBLE RAFTER CONNECTION DETAILS LATTICE. BEAM -TO -POST CONNECTION. BEAM SPLICE TO 1.1/2" OR 2"LATTICE #8 S.M.S. OCCUR DIRECTLY OVER 5/8!..'_O PLASTIC ALTERNATE 1/2" DOUBLE RAFTER- i POST. NOT PERMITTED, PLUG -WHERE BOLT CONNECTION PLAN 2 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE ALTERNATE: PER SIDE I� 4-#14 S.M.S. EACH #14 SMS MAY RAFTER TO COL. BE USE AS -- CONNECT. (8 -TOT.) 3.5 L35 ALTERNATE TO ! / 1/4"0 BOLTS r 8" BEAM a.s' o s" E1 OR ❑2 i 1 - -- 1" 6414 SMS EA. / SIDE I I 6 1/2" SIDEPLATE EA. 3" x 3"STL.POST (24") I ° I ALTERNATE: #14 SMS'EA.-SIDE_ _I_,j SIDE SEE POST SCHED. OR (2)-2x65" OR �- INSERT ATTACHED . 3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER TOP; MID HEIGHTv. FOR FREESTANDING AND BOTTOM. -� - �I I (2)-1/2"BOLT 3°SO.,POST,BE-TWEEN,SIDE PLATES z"x s.s" SIDEPLATE BEAM TQ.PQST CONNECTION- - POST SCHEDULES 21 DBL. RAFTER / DBL: HEADER CONN. 9 - -; C—3" SO. x :"024" +"(2)-2" x 6'1/2" x .024". 3" SQ. x .024" + (2)-2" x 6 1/2" x .032" LI,W/ (6)-#14 S.M.S. EACH SIDE -1 ❑2 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY s, USE ON CONC. SLAB OR FOOTING. EXIS SHTTH.' ING - MAR 15 7009 ' EA #8 S.M.S. EACH SIDE ' C J �, :., �OQROFES,Q` LATTICE 1 1/2" OR 2" 2"x6" LEDGER (EXIST.) ` �p`5wJ,� rn . w \ .ZY ''• 3/8" LAG SCREW 2"x6.5" OR 3" RAFTER ALTERNATE. 1/2" BOLT - \\ 4 ALTERNATE: ___%2)- #10 S.M.S. EACH RAFTER COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"xWx0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN 20 � ' STUCCO OR EQUAL PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAIL ' OriAWN BY; K.K TOM CAMPBELL 8 ASSOCIATES, INC. - LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING f LATTICE 10,20A30pst DURALUM PRODUCTS, INC. 1(916)452-7021 • SCALE: NONE - RANCHO CUCAMONGA, CA (951) 741-2107 - CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 13 OF 29 REVISED BY: KK. 8 D.P. 90, 100 8 110 MPH FAX 403.1519 sales®duralum.mm POST F MAX HT.= 8' FREESTANDING ONLY FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B 4�]— FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: KK ROLLFORM 41' I -BEAM 4.511 / MAG GUTTER MAG BEAM JOB NO. GF07-0674 3" SQ. STEEL BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 & 30 s1 P DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K & D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95.26 SHEET 14 OF 29 I4 H ❑ MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED a SPACING SPACING SPACING SPACING SPACING FTG. MIN. FTG MIN• FTG. MIN. FTG MIN. SPACING FTGMIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. r ON SLAB POST POST POST POSTPOST 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 B19' 8'-10„ 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 B 5' 13'-7" 13'-0" 28 F 23 B 18'-0" 28 G 25B 136" '_ 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' 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'-14'-5„ 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 8' 8'-6" 10'-3" 26 G 24 B 14' 6'3-6„ 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B 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' 1 28 G 28 B 9'-6" 26 G 26 B 9'-10" . 26 G 26 B 11'-2" 26 G 27 B 12'-1" 11' 6'-2" 8'-9" 26 G 26 B 12'- 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B i'1.� . 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 FS T 8'-8" 28 H 28 B 10'-3" 28 H 29 B 10'-7" 14' 4'-10" 10'-1 28 H 30 B OQ 8'-4" 28 H 28 B 10'-0" 28 H' . 29 B 15' 4'-6" 10'x" 28 H 30 B �. O '�� y 8'-1" 28 H 28 B 9'-9" 28 H 30 B 16' 4'-3.. 10"-2" 28 H 31 B ~ No.37 m 7'-10" 28 H 29 B 9'-6" 28 H 30 B 9'-6" 17' 4'-0" 9'-10" 28 H 31 B 7k E T-7" 28 H 29 B 9'-4" 28 H 31 B 18' 3'-9" 28 H 31 B q IVII. 7'-4" 28 H 29 B 9'-2" 28 H 31 B 9'-o' 19' 3'-7" 9-28'=10" 33 H 31 B 7'-2" 33 H 29 B 9'-0" 33 H 32 B 20' T-4" 99'0" 33 H 32 B 7'-0" 33 H 30 B 8'-10" 33 H 32 B 8'-7" POST F MAX HT.= 8' FREESTANDING ONLY FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B 4�]— FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. SOLID UVELOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 & 30 s1 P DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K & D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95.26 SHEET 14 OF 29 10 * LL 90 MPH 90.100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com Iuff L. L. zjU mr-rl rrtC.CJ 1 POST F MAX HT.= 8' FREESTANDING ONLY ANDING & ATTACHED SOLID PATIOS r ' 12'"OR LESS EXP. B & C DBL. TWN.042"BEAM, DB 2"x .5x8'BE2,4MEEAM 7" I-BEAM�� P STEM AS MFG. BY: JOB NO. GF07-0674 MAX.POST SPACING FREESTAND r ¢ F o ATTACHED FREESTAND ATTACHED ~ o 0° $ O z m U - 5 a U a z v� O FTG, (IN.) MIN. TYPE FTG (IN) MIN. POST TYPE 4' 17'-0"-L29'-8" -5" 33 G 28 B MIN. FTG 5 13'-7" 8 4' 33 G 30 �E 6' 11'-4" 2T-1" -10" 33 G 31 E 2" x 6.5x.032"EAM 7' 9'-8" • 5'-13'-11" 33 G 31 B/E POST TYPE 8' 8'-6" 23'-5" 22'-4" 33 G 32 B /E B 91 7,_7„ 22'-11', 33 G 33 � . 33 G 27 B 4' 10' .6._9..- 21'-0" 33 G 33 E� 11' 6'-2„ 20'-019,-1 33 G 34 . E� 12' 5'-8" 19'-2 8'-3" 33 G 34 22 B 13` 5'-2" 18'-4" 3335 B 35 E 14' 4'-10" 17'-9" 28 H 35' E�/ 15'4'-6" 17'-1'6 �„ 28 H 36 16' S'-8" 16' 4'-3" 16-7" 28 H 36 F F 23 17' 4'-0„ 1s,:1„ 15'-4" 28 H J 36 F 3'-9" • 15-8 5,_0„ 28 H_ 37 F 118' 19' 3,_7„ 15'-214-6" 33 H 37 F 20'. t3'-4" 14,_1 P- 33. H 37 F 11"10 POST F MAX HT.= 8' FREESTANDING ONLY ANDING & ATTACHED SOLID PATIOS r ' 12'"OR LESS EXP. B & C DBL. TWN.042"BEAM, DB 2"x .5x8'BE2,4MEEAM 3"x8" BEAMw/INSERT LIVE LOAD= P STEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING r ¢ F o MAX.POST FREESTAND ATTACHED MAX.POST .POST FREESTAND ATTACHED i i MAX.POST FREESTAND 'ATTACHED SPACING SPACING FOR DBL. CING 3" x B'� �FOR SPACING m FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. �G MIN.POST (IN.) TYPE (IN.) POST TYPE 2" x 6.5x.032"EAM f (IN.) POST TYPE CIN.) POST .TYPE x ON•) POST TYPE * (IN.)* POST TYPE r- 20'-9'-2, 33 G 24 B 13 3,_0., 14 3,�„ 28 F 22 B 26'-15''10" 33 G 27 B 4' ' IT -1 28 G 25 B 12'�,-2„ 28 F 22 B 24'-13 33 G 28 B 5'. 2'-2" 0 16' S'-8" 28 G 26 B '1 ffff 11 -s1.1 26 F 23 B .f 21'-11"0 33 G 29 fB/C 6, 10'-7" 15'-14 28 G 27 B 10'-9'-10" 11"10 26 G 24 B ' 20'-4>-'.5 33 G 2. ,B/C 71 -3 28 G 27 B T-8" 10'-0" 26 . G. '24 B 33 G 30. B /E 8, '-2" 9'-T' 8'-2' 13'-4" 28 G 28 B 9'-1" 9'-5" 26 G .25 B17'-1 28 G 31 B 9. 17'-2' E 12'-a" 28 G 28 B 8'-7"" s' -o" 26 G 25 B ??'-a", 28 G 31 B/E 10' 12'-1" 28 G 29. B. 8'-2" 8'-7" 26 G 26 .B 16'-3" 28 G 32 ,B/ 11' 7'-10" 8'-2" i 15'-6" E 11'-1-1„ 26 G 29 B 7'-107 8'-2" 26 G 26 B j 15'-6>-'0 28 G 32 B�E 12' -s 7 -1 28 H 29 B T-6" 7'-107 28 H 26 B 14 28 H 33 �E 131 7, 2"' -s" ' 14'-3" lot- 28 H 30 B :7,4„ T -T' - 28 H 27 B ' 14,-4„ 28 H 33 B/E 14' 3,_9.1 104" 28 H • 30 B 7''0" 7'-4" 28 H ' 27 B 13'-1 28 H 33 B �E 15' -10" ,_s'-8" 7'-0" 13'-3" 10'-09.7 28 H 31 B 6'-10'6 7,_1„ 28 H 27 B'- 13 28 H 34 BJXE 16' 6 g 2'-10' s -9 '_3„ 28 . H 31 B 6'a" 6'-10" 28 H 27 B : 13'-0" 28 H 34 B �E 17' 6'-4" 6'-7" 12'-5" 9'-5" 28 H - 3,1 B `" s'-5" 6'-8" 28 H 28 .B. 12'-8" 28 H 34 B�E 18' 9, o„ s'-2„ s -4„ 12-2" 9'-2" 33 H 31 B 6'-3"- 6'-6" ' 33 H 28 12,4„ 33 H 35 B• �E 1g' 5'-11" 6'-2" 1'-9" g,�„ 33 H 32 B 6,_1„ 6,4„ 33 I'I - `IFEM 33 Fi 35 20' 8--7 5'-10" 6'-1" E MAR 15 2009 Z AV.o E`er NOTE: FOOTNOTE: "SAMPLE" dir- fy+A 7948 I FOOTING SHOWN REPRESENTS LENGTH OF (J,VjN EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B - �� - ' -EX 31201 WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSUR MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.O"a CNl� SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 SHT. 9 FOR ATTACHED 8 SHT. 23 FOR FREESTANDING ORAWN ev: KIC. •TOM CAMPBELL &ASSOCIATES, INC. SOLID LIVE LOAD= P STEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psf L DUCTS, INC. ` SCALE: NONE RANCHO CUCAMONGA; CA (951) 741-2107 AND ATTACHED HORIZ WIND = 8 69 ALPINE A ., SACRAMENTO, CA 95826 SHEET 15 OF 29 REVISED BY: K.K. & D.P. 10 9 L.L. 90 MPH 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@dumIum.com e NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE-J��FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING DRAWN BY: KKTOM 6.5" ROLLFORM 4'I I -BEAM LIVE LOAD = 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM H �o MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED co � SPACING ON SLAB SPACING SPACING SPACING FTG. MIN. FTG MIN. SPACING SPACING FTG MIN. FTG MIN. FTG MIN. FTG ' MIN. FTG MIN. FTG MIN. FTG. MIN. FTG MIN. F (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE POST • POST (IN.; TYPE (IN.) TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE 4' 17'-0" 13'-11" 30 G 22 B 18-17'2„ 35 G 24 B 15'-2" 28 G 22 B 14'-0" 30 G 22 B 15'-2" 30 G 22 B 5' 13'-7„ 12'-5" 30 G 23 B 1T-1'S,�„ 30 G 25 B 13'-6" 28 G 23 B 13'-0'2-1., 30 G 23 B 14' -?,-1 30 G 23 B �6' 11'-4" 11'-4" 27 G 23 B 15'-7" 30 G 26 B 12'-4" 28 G 24 B 12'-3" 30 G 24 B 13'-3" 30 G 24 B 7' 9'-8" 10'-6" 27 G 24 B 1 a 13'_0„ 30 G 27 B 11'-5" 26 G 24 B '7" 27 G 25 B 12-;1.9 30 G 25 B 8' 8'-6" 9'-10" 27 G 24 B 13' 6" 30 G 27 B 10'-8" 26 G 25 B 27 G 25 B 12'-0" 27 G 26 B 12'-2" 1" 11'-2' 9' 7'-7" 9'-3" 27 G 25 B 12'-9'1,_5„ 30 G 28 B 10'-1" 26 G 25 B 27 G 26 B 11'-1'0,_y„ 27 G 27 B „ 9-4- 10' 6'-9” 8'-10" 27 G 25 B 12-10'-10' 30 G 28 B 9'-6" 26 G 26 B 27 G 26 B 11'-2" 27 G 27 B 11' 6'-2" 8,-4„ 27 H 26 B „'-s'a-a 27 H 29 B 9'-2" 26 H 26 B E8'4'�� 27 H 27 B ,0'-10,-1' 27 H 28 B " 12' 5'4' 11'-0" 27 H 29 B 27 H 27 B ,-6„ 1 0'-6'>-' 27 H 28 B r " 13' 5'-2" 10'-7" 30 H 30 B 1 30 H 28 B 10'-3" 30 H 29 B 14' 4'-10" 10'-9. 30 H 30 B Cq 30. H 28 B 10'-0;' 30 H 29 B 2 15' 4'-6" 9'-10" 30 H 30 B y s'-1" 30 H 28 B 9'-9" 30 16' 4'-3" 9'-6" 30 H 31 B uu NO.3794 7'-10,' 30 H 29 B 9'-6' 30 H 30 B 8. 7.. 17' 4'4" 9-4- 30 H 31 BJAK7 H 29 B 30 H 31 B $,�„ s' -s ,30 8._8.. 18 3'_g" 9'-o" 30 H 31 B T-4" 30 H 29 B 9'-2" 30 H31 B 8' o„ 6,_7„ '-T19' 3'-T' -10' 35 H 31 B 7'-26,_5 ,35 H 29 B .4, 35 H 32 B -10" 20' T-4"8� 7'-8" 35 H 32 B 7'-0" 6'-3" 33H 30B 8'-10" 8'-3" 35 H 32 B NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE-J��FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING DRAWN BY: KKTOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1=312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURAL POST SPACING TABLE FREESTANDING 10, 20 & 30 psf DURALUM PRODUCTS, INC. I SCALE: NONE REVISED BY: K.K. & D.P. RANCHO CUCAAL CA (951) 741-2107 AND ATTACHED HORI2. WIND = MPH 6268 ALPINE AVE., SACRAMENTO, CA 95626 1 SHEET 16 0F 29 10 # LL 100 MPH 90,100 8 170 (916) 452-7021 FAX 403.1519 sales(8durelum.com Bin # City of La Quinta Building a Safety Division Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #P.O. �0,31� Project Address: iS-A Owner's Name: Mau r-tj A. P. Number: Address: Legal Description: City, ST, Zip: ZZS S Contractor: I /F"ETME 197 70S Telephone: Address: Project Description: City, ST, Zip: /A 0' V1A)Ti4 eA Telephone: 7lpo - 77,? -1040 43 mlygte.G ' State Lic. # : %� -77Dg 413. 3. City Lic. #: �a Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person:�n"��s Sq. Ft: p�gQ # Stories: # Units: Telephone # of Contact Person: 760 -&bg -1705 Estimated Value of Project: 0,2qoo �- APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACEING . PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE: 3' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact PersonA.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees