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HomeMy WebLinkAbout064-400-052GARAGE WITHOUT PERMITS 2/2/95 C/ro(cc7�tC9 ,o lay �s- c 64-40-52 ott7ried Feil '%I�tI4 ch/w. 60 Tuliane Ct., lot 87, PP 5, Magalia contra Feather River Const., Magalia Permit 83 77P,E(utili) s o Ei+Eu 0 GAS Suppdift RUCTLT'RE HQ.t- / COMPACTION TEST F 64�/a 0-52 contr: Paradise Moil rNConcepts, Para. Permit #1267-77MHI Issued S� Ao: •� p&1,64-40-52 nt ra k D. Vasquez, Milia Permit #2185-77B deck/MH) r-- ---------- — - - ---- --_.— t- Q��% 64-40-52 / (/ Chester Perry ����P/��/%� 60 Tulane Ct.,.lot87, PPS, Magalia' contr: Ken Young, Paradise Permit #2500-80B(new oven deck/.. ) 064'400'052,:e,` �- PERMIT#95-0220 , - Leonard "��` a ;� '0 # `, 14406 °Tulane YCt`M ,Magalia Pri Det "4`'064 '400 052',' -tit « " =;pg IT#95� 16,33 `- WARNER,, . L`eoard'-t` � -= - /�• 1.4,I14406 Tulane Ct " Magalia- Cont; Artic Aire` Gas Line `for New Service/MH Scr�u\rV-d 3 0 0 I3U 1 1L` LVUlr 1 Y DEPARTMENT OF DEVELOPMENT SERVICES . BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds y I a Balance Due: $0.00 Receipt No: B8951 PROJECT INFORMATION f Site Address: 14406 TULANE CT RAL BUILDER 677466 / B / 9/30/2009 Owner: Permit NO: B08-2182 APN: 064-400-052 also requires the applicant for such permit to file a signed statement that he or she is licensed WARNER, LEONARD & SHIRL pursuant to the provisions of the Contractors License Law (Chapter 9 (commencing with Section 7000) Permit type: MISCELLANEOUS 14406 TULANE CT Issued Date: 11/17/2008 By GLB Subtype: Patio Cover/Cvd Pch Please check one of the following: MAGALIA, CA 95954 [spiration mater 1.1/17/2009 Description: PATIO COVER (315) OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License (530) 873-6172 Occupancy: Zoning: RT1 �vuu a�LVI r%ppucnnt: 6quare 14-ootage: RAL BUILDERS RAL BUILDERS Building Garage Remdl/Addn 500 GIUSEPPE COURT 500 GIUSEPPE COURT ROSEVILLE, CA 95678 ROSEVILLE, CA 95678 Other, Porch/Patio Total (916) 960-4889 (916) 960-4889 315 315 • w _.._FEEINFORMATION'_' a DBEH Building Review Fee $78.90 DBMSC Patio Cover/Covered Porc $223.00 DBSMIP Residential $0.50 $302.40 Fees Paid: $302.40 - Balance Due: $0.00 Receipt No: B8951 . � ICENSEp CONTRACTOR'S'DECLARATIONp "' '--'OWNER,/'BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License RAL BUILDER 677466 / B / 9/30/2009 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, I HEREBY IRM UN PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 also requires the applicant for such permit to file a signed statement that he or she is licensed (commen - wit clion 7000) of Division 3 he Business and Professions Code, and my license pursuant to the provisions of the Contractors License Law (Chapter 9 (commencing with Section 7000) s in full r d effect.A 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 X / ` 11/17/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Contractor's Signature Date Please check one of the following: ❑ 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 _ , WORKERS' COMPENSATION, DECLARATION v,_ OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). i. -; I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: 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; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: State Fund Policy Number. 713-0012770 Exp. Date:12/1/2008 (This section nee not competed if the permit rs or one un redollars ($100) or ess. I AM EXEMPT under Section B. & P.C. for this reason: I I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED,IesWA of employ any person in any manner so as to become subject to the Workers' Compen tion aws of California, and agree that if I should become subject to the workers' X 11/17/2008 comp sati provisions of Section 3700 of the L r Co , I shall forthwith comply with those prow io Owner's Signature Date X^ 11/17/2008 I hereby certify that I have read this application and state that the above information is correct I agree nature Date to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance s permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use#ner an of any sidewalk, street or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Cor the above mentions r arty for inspection purposes. I hereby certify that I am the CONSTRUCTION, preoramauthorizedt ac nthepropertyownersbehalf. _. .. s..� _ 11/17/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Pbme of Permittee [SIGN] Print- Date the performance of the work for which this permit is issued. (3097 civ. code) Owner • 0 Contractor • OR; Agent for Owner Agent for Contractor i. Lender's Address City State Zip FILE COPY , BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BM 21 2 BIN # Tn File "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name Address sOD &roseppe First Name Mailing Address ty A, e- C+ J CityI . State E; Zip T q S Pho e o �Z Fax �- E-mail Lic. # CONTRACTOR Name L v. (pias Address sOD &roseppe &4 City State Zip Phone 46b�K$$�1 Fax 4(06 q$9Z E-mail Fax Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name I r -e.11 AddresseillnitnU 533 City klia cA Zip Phone Type Const. Fax E-mail State Licen a Number rI APPLICANT INFORMATION Name tA(a� A - Address City � �• / tate �7 Zip¢ S% Q Phone l 6 FaxZ-- E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# - 400..0 5 2 Properly Address l q c ) b�, v l /4,igf �_(+ City 6M A-nA -,A � WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Yq Address DESCRIPTION OR SCOPE OF WORK: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-2182 Date: 10/24/2008 Location: 14406 TULANE CT Parcel Number: 064-400-052 Owner Name: WARNER, LEONARD & SHIRLEY Phone: (530) 873-6172 Description: PATIO COVER (315) Signature of Applicant: Date: 10/24/2008 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B08-2182 Job Address: 14406 TULANE CT Contractor: RAL BUILDERS 500 GIUSEPPE COURT ROSEVILLE, CA 95678 Printed: 10/24/2008 2:26 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540011-4614901-10101 $78.90 10/24/2008 $78.90 DBMSC Patio Cover/Covered Pore 0010-440001-4210500-10101 $223.00 10/24/2008 $223.00 DBSMIP Residential 1001-0-280-1011298 $0.50 10/24/2008 $0.50 Printed By: Kourtni Graham 302.40 $302.40 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fee m y change during the n checking process. Signature: /' �— Date: 10/24/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program. 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds O 0 O "84lp WO'P�g National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-2182 Date: 10/24/2008 Location: 14406 TULANE CT By: KCG Parcel Number: 064-400-052 Sub Type: Patio Cover/Cvd Pch Owner Name: WARNER, LEONARD & SHIRLEY Phone: (530) 873-6172 Description: PATIO COVER (315) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: ��Jt Date: 10/24/20 lm 0f Title: FILE • oZ � oZ 6 (,� • L� 00 •OS Z. l�a � ^e r, L �a ra r�{ v p�.P-� r°vej. PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. rR- GENERAL NOTES: . GOVERNING CODES: 1: THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. DRAWING NdTES : 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. 10. 20# L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS. LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN LOADS: iO,�� No. 79 8 r I - CNIL 12mC/l 11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H. Di I tE 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT. C ;C1NTY ROOF LIVE LOADS: - 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT.ljl"{ (� 2UU� SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ` ! ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 'P"}uNT �" .. ty1L'�5 WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES BAND C. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2 DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 50 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIGED 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 (A(S "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.6.13. 21. PROJECTIO(NHO)R� WIDTH (P FTR, MEAN NOT EXCCED ONE (1) DIVIDED. BY THE PATIO COVER 22. THE L/PFT), A PATIO NOT XN GHTED INE T.) DIVIDED BY THE PATIO COVER PROJECTION NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 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 SOIL VERTICAL SOIL BEARING PRISSUHE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. FASTERNERS: ' ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BEA -325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLEl,Ja1;�CCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. au 8 gppcw,g vw.- I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. WE LOAD- PATIO COVER'SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10/2=007 COMMERCIALANDRESIDENTIALSTRUCTURALENGINEERING 10,20&30psf DURALUMPRODUCTS,INC. SHEET ER- SCALE: NONE ALTA LOMA. CA (951) 741-2107, GENERAL NOTES HORIZ. WIND 8269 ALPINE AVE, SACRAMENTO, CA 95928 1 OF 29.oa REVISED BY: KK & D.P 90,100&110 MPH (816) 452-7021 FAX 4031519 saJes@duralum.com 30# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C m� 4' 11' 12' 13' 14' 15' 16' 17' O Z m 0c00) a. a� cn o 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL. 'x6.5"x„ 32" BEAM OR 3x8 BEAM 3"x8" BEAMw/INSERT EXP. B MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FOR DBL 2' x 8.5x.032" MAX.POST SPACING FOR 3" x 8" BEAM FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. FTG' (IN.) MIN POST TYPE FTG' (IN.) FTG. (IN.) MIN POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG' (IN.) FTG. (IN.) MIN. POST TYPE FTG' (IN.) 8'-10" 12'-5" 32 j 18 14'-2" 32 2 19 9'-7" 10'-0" 28 j 17 18'-11" 37 j 22 14' 7'-1" 11'-6" 28 j 19 12'-8" 32 j 20 8'-7" 8'-11" 28 .j 18 16-11" ;37 j 23 4 5'-10" 10'-10" 28 j 20 11,�,� 28 j 20 7'-10" 8'-2" 28 18 15'-5" 37 j 24 5'4" 10'-3" 28 J 21 10'-8" 28 J 21 7._3„ T -T 26 j 19 14'-4" 37 J 25 4'-5" 9'-10" 28. J 21 10'-0" 28 J 21 6'-9" T-1" 26 J 19 13'4" 37 J 25 - 9'-5" 28 J .22 9'-5" 28 J 22 6,4, 6'_8,, 28 J 19 12'-7" 37 J 26 - V-12" 28 J 22 8'-11" 28 J 22 6--1" 6,4„ 28 j 20 11'-11" 37 J 26 - 8'-10" 28 J 23 81-61' 28 J 23 51-9„ 6-0" 28 j . 20 32 J 26 - 8'-7" 28 J 23 8._2,. 28 J 23 6-6" 5._9.. 28 J 20 10'-11" 32 J 27 32 K 24' 7'-10" 32 K 23 5t -4t' 51-T 32 K 21 10'-6" 32 K 27 - 8'-1" 32 K 24 T-6" 32 K 23 5'_2„ 64" 32 K 21 10'-2" 32 K 28 _ T-9" 32 K 24 7'-3" 32. K 24 4'-11" 5'-2" 32 K 21 g' -g" 32 K 28 5 MINIMUM NO. OF POST. FOOTNOTE: ' < POST TYPE 1. POST TYPE 2 EXP. B EXP. C EXP. B EXP. C 6' 2 2 2 2 7, 2 3 2 2 B' 3 3 2 2 9' 3 3 2 2 10' 3 4 2 2 11' 3 4 2 2 12• 4 4 2 3 13, 4 5 2 3 . 14' 4 5 3 3 15' 4 5 3 3 16 5 6 3 3 17' 5 6 3 4 T-6" 32 K , 25 T-1" 32 K 24 _ 5'-0"' 32 K 21 9-_5„ 32 K 28 FOOTNOTE: - HEADER AND OR MIN. NO. OF POST 7'-4" 32 K 25 6'-10" 32 K 24 4'-10" 3 22 32 28 REQUIRED SPACING MUST EXCEED 9'-2" K ALLOWABLE SLAB SPACING FOOTNOTE: • OR LESSER MUST BE USED COI. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY. COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. FOOTNOTE: "SAMPLE' FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE'ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING • r � No. 79 -8 r~ FRI Exp. '9 CMI. I.C.C. E.S. EVALUATION RAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LATTICE UVE IAAD PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER [DATE:10/232007 CALE: NONE COMMERCIALANDRESIDENTIALSTRUCTURALENGINEERINO POST SPACING TABLE 10.20&30ps! DURALUMPRODUCTS,INC.ER- FREESTANDING 1 1(918).452-7021 SHEET 28 OF 29jos EVISED BY: KK & D.P. ALTA LOMA, CA (951) 741-2107 AND ATTACHED HORI2 WIND a 8289 ALPINE AVE, SACRAMENTO. CA 95828 "o owlaFN 3041.1. 110 MPH 90,100 & 110 MPH FA) 403-1519 sales®durelum.com 20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO/ COMMERCIAL 12' OR LESS 'EXP. B & C DBV.2"x6.5"x.032" BEAM' ;, „ } 3" SQ. STEEL BEAM DBL. 3"x8"xx8 BEAMw/INSERT MINIMUM NO. OF PO; ¢x �c9m FREESTAND ATT. FREESTAND ATT. MAXPOST MAX.POST FREESTAND- ATT. FREESTAND ATT,Qo FOOTNOTE O zg MAXPOST MAX.POST MAX.POST 0- SPACING SPACING Eq POST TYPE 1 POST TYPE EL z SPACING FTG MIN. FTG. SPACING FTG. MIN. FTG. FOR DBL. FOR 3" x B" FTG MIN• FTG. SPACING FTG MIN. FTG f- O POST POST 2" x 6.5x.032" BEAM POST POST F (IN.) ' TYPE (IN.) (IN.) TYPE (IN.) (IN-) TYPE (IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXI 4' 13'-2" 14'-2" 32 H 19 17'-2" 32 H20 12'-2" 32 H 18 23'-0" 37 H 24 B' 2 2 2 2 32 20 15'-4" 32 21 10'-6" 10'-10" 28 H. 19 20'-7" 37 H 25 ,, 2 3 2 2 5 10'-6" 13'-2 H H 6' 8'-9„ 12'4„ 32 H 21 14'-0" 32 H 22 9'-7" 9'-11" 28 H 19 18'-10" 37 26 8. 3 3 2 2 7' 7'-6„ 11,_9„ 28 H 22 13'-0" 32 H 22 8'-10" 9'-2" 28 H 20 17'-5" 32 H 26 9,. 3 3 2 2 8' 6-7" 11'-3" 28 H 22 12'-2" .32 H 23 8'-3" 8'_7" 28 H 20 16'-3" 32 H 27 10. 3 .4 2 2 23 '-5" 28 23 T-10" 8'-1" 28 21 15,-,,, 32 27 11 3 4 2 2 9 51-101, 10 -10 28 H 11 H H H 10' 5'-3" 10'-5" 28 H 23 10'-10" 28 H 24 T-5" T-8" 28 H 21 14'_6" 32 H 28 12' 4 4 2 3 11' 41-91'. 10'-2" 28 J 24 10,x„ 28 J 24 7,_1„ 7,�,,. 28 J 21 13'-10" 32 J 28 13 4 5 2 3 12' - 9'-10" 28 J 24 9'-11 ". 28 24 6'_g' T-0" 28 J 22 13'-3„ 32 J 29 14' 4 5 3 3 13' - 9,_6„ 32 J 25 9'-" 32 J 25 6,-6„ 6'_9„ 32 J 22 12'-9„ 32 J 29 15 4 5 3 14' _ g' 4" 32 . ,J 25 9'-2" 32 J 25 6'-3" 6'-6" 32 J 22 12'-4" 32 J 29 16' 5 6 3 2 15' _ g'_2" . 32 J 26 8'-10" . 32 J 25 6'-0" 6'-3 32 23 11'-10" 32 J . 30 17' S 6 3 4 16' - 8'-11" 32 J 26 8'-7" 32 J 26 5'-10" 6'-1" 32 J 23 - 11'x" 32 J 30 18, 5. 6 3 4 17' - 32 J 26 81-411. 32 j 26 5'-8" 5'-10„ 32 J 23 11'-2" 32 J 30 1s 5 7 3 4 8,_9„ 1-8'81-711 32 J 27 8'-1" 32 J 26 5':6" 5'4" 32 J 23 10'-10„ 32 J 31 20' 6 7 3 19'37 J 27 7'-10" 37 J 26 5141 5'-7" 37 J 23 .10'-7" 37 J 31 FOOTNOTE: 81-511 HEADER AND OR MIN. NO. OF POS" 20' _ " 37 27 51_311 5'_5" 37 J 24 10'-4" .37 J 31 REQUIRED SPACING MUST EXCEEI 81_3„ 37 27 7 -8 J ALLOWABLE SLAB SPACING FtOFESS/ O OR LESSER MUST BE USED FOOTNOTE: "SAMPLE" OQ FOOTNOTE- FIGURE OOTNOTEFIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C gQ.s 1,�� C94. TYPES 1 =.024' SIDEPLATES, USE ON CONC. SLAB ONI �(T C L, n 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOO ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 0Z NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 -FOR FREESTANDING No. 7948 V_ P. 1� D'? I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC.".—GTABLE LIVE �oAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEETAN3TG 10,20& 30 psf DURALUM PRODUCTS, INC. 27 OF 29 ER- SCALE NONE - ALTA LOMA, CA (951) 741-2107 TTAC MH MORR. WIND = 8 6269 ALPINE AVE, SACRAMENTO. CA 95826 JOB IlMGFOU REVISED BY: KK. & 0 P 90.100 110 MPH (916) 452-7021 FAX 403-1519 setesQdLuBWm.com -3' 9'-2" 6'-6" j 12'-3" J FOOTNOTE:' 20' S'-1" 9-9, 1„ 37_ 31 9'-10" 37 J 30 .6'-8" 7'-0.J 26 13'-2" 37 35 HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED $ 12'-0" ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE -- l 0 l C OR*LESSER MUST BE USED FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �v �P� AMA COL. TYPES 1'= .024" SIDEPLATES, USE ON CONC. SLAB ONLY COL TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING: ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES FYP AA r. NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING No, 37948 ;v EXp.3�3� CIV11- � �lennl\F �21 iln% I.C.C. E.S. EVALUATION REPORT NUMBER I U?T L.L. I I U IVIF'H FREESTAND.& ATTAQHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 16'-10.. 14'-6" 3 -7' 32 " 3 SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT H 24 2-1 12'-2" 1 r -o° 2-7 12'-8 1 r -s° 32 H 21 3-11 24'- �',-10' OR 3"x8"BEAM H 28 10 # LL. 110 MINIMUM NO. OF POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. 14,x.. FREESTAND ATT, H !Q- OO� 32 a}a a j FOOTNOTE: " 11'-;'0,_3., F- do SPACING SPACING SPACING FOR DBL. SPACING FOR 3' x 8" MAX.POST SPACING 29 m� FTG. MIN POST' 2 FTG.POST MIN. FTG. FTG. MIN. H 26 IN. 32 POSTTYPE 1 POSTTYPE 2 - 10._6" -6" 11'-0" _0., (no H (IN.) TYPE (IN.) H (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) POST TYPE FTG. (IN.) 12'-81'-10.. FTG. (IN.) POST TYPE FTG. (IN.) 14'-83'x; 32 EXP. B EXP. C EXP.13 EXP. C 28 H 4' 25'-4" 16-6'5'-s" 32 H 22 22 0'-0„ 37 H 23 4'-1 15'-7" 15'- 4,_2„ 32 H 20 2s' -ss, ' 37 H 27 s' 2 2 2 2 28 �.� 23 18'-8" _ 37 H 31 12• 4 4 2 3 11 9._3.. 11-1 1 �-2 28 -9„ 28 13'-3" 12'-0 32 j. j 27 9'-0" ,_2„ 9'-4" 8,-6" 28 H32 24 5' 20'-3" 151 14'-5.. 32 H 23 19'-87'-10" 37 H 24 13'-4" . „ 13'-1 , „ 32 H 21 2�-5� 37 H 28 8'-8" � .� e' -O" �_ �� 2 3 2 2 -3' 9'-2" 6'-6" j 12'-3" J FOOTNOTE:' 20' S'-1" 9-9, 1„ 37_ 31 9'-10" 37 J 30 .6'-8" 7'-0.J 26 13'-2" 37 35 HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED $ 12'-0" ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE -- l 0 l C OR*LESSER MUST BE USED FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �v �P� AMA COL. TYPES 1'= .024" SIDEPLATES, USE ON CONC. SLAB ONLY COL TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING: ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES FYP AA r. NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING No, 37948 ;v EXp.3�3� CIV11- � �lennl\F �21 iln% I.C.C. E.S. EVALUATION REPORT NUMBER 6' 16'-10.. 14'-6" 3 -7' 32 H 24 18'-0" s'-3" 32 H 24 2-1 12'-2" 1 r -o° 2-7 12'-8 1 r -s° 32 H 21 3-11 24'- �',-10' 37 H 28 10 # LL. 110 90, 100 & 110 MPH FAX 403-1519 sales@duralum.com B• 3 3 2 2 7,. 14,x.. 13'-1 ' 32 H 25 1s'�5-1„ 32 H 25 11'-;'0,_3., 11'-so,�„ 28 H 22 22111 '�' 37 H 29 9, 3 3 2 2 8' 12'-8.. 13'-2" 12'-4' 32 H 26 15'-7" 14'-1" 32 H 25 10._6" -6" 11'-0" _0., 28 H 22 20'-1 -11' 37 H 30. 10' 3 4 2 2 9' 11'-3" 12'-81'-10.. 32 �-� 26 14'-83'x; 32 H 26 s'-11", 9 -0 10-4 , 9 -5" 28 H 23 19'-8'�,-10' 37 H 30 ,1' 3 4 2 2 10' 10'-2'. 12'"5., 32 H 27 13'-12, 8, 32 �..� 26 s'-5" s'-10", 28 �.� 23 18'-8" _ 37 H 31 12• 4 4 2 3 11 9._3.. 11-1 1 �-2 28 H 28 13'-3" 12'-0 32 j. j 27 9'-0" ,_2„ 9'-4" 8,-6" 28 H32 24 17'-9>-".11' s' -2'H 32 13' 4 5 2 3 I 12' 8'-5.. 11'-6" 0._9.. 28 H 28 12'-8", 1-6' 32 H 27 8'-8" � .� e' -O" �_ �� 28 H 24 17'-1" � 32 j -.j 32 14' 4 5 3 3 13' 7'-9" 11'-3", 32 j 29 32 j 28 8'_3„ , 8'-8" T-10 32 1 24 1 e'�'� 14'-1 9 32 j 32 , s' f 4 5 3 3 14' 7'-311 11-0 32 29 11-90,_8„ 32 ; J 28 8,-0„7-2 8'-4" 32 j 25 15'-94 32 33 ,s 5 6 3 3 15' 6'-9" 10'-10,-0" 32 j 30 �o,��. 32 �. 28 ��_9„ 7'-0„ 8 -1 7'_3„ 32 J 25 15'-3" 13'-10 32 j 33 17' 5 6 3 4 16' 6,�„ 1o' -s" - „ 32 30 11.-0„ 10-0 32 29 7`s., 6,-9„ 7,_9„ 7'-1, 32 j 25 14'-314„ 32 j 34 18' 5 6 3 4 17' 5'-11., 10'-39' _7., 32 30 '-8.. 32 29 7'-3". —7'-6" 1'6'-10" 32j. 25 14 - 3'-0" 32 34 , s' S 7 3 4 18' 5'-8" 10'-1';_5 , 32 j 31 1019,_5„ 32 29 6'-71 6,x., 7 -4 6'-0., ' 32 26 13'-1 ,-'l 2'-7" 32 j 34 20' 6 7 .3 4 . 19, S,�„ s'-10° 37 J 31 10'-r 37 29 s'-10° T-2° 37 26 13'-s° 37 35 -3' 9'-2" 6'-6" j 12'-3" J FOOTNOTE:' 20' S'-1" 9-9, 1„ 37_ 31 9'-10" 37 J 30 .6'-8" 7'-0.J 26 13'-2" 37 35 HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED $ 12'-0" ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE -- l 0 l C OR*LESSER MUST BE USED FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �v �P� AMA COL. TYPES 1'= .024" SIDEPLATES, USE ON CONC. SLAB ONLY COL TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING: ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES FYP AA r. NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING No, 37948 ;v EXp.3�3� CIV11- � �lennl\F �21 iln% I.C.C. E.S. EVALUATION REPORT NUMBER D AWN BY: KK DATE: 10232007 TOM CAMBELL & ASSOCIATES, INC. , LATTICE POST SPACING TABLE UVE LOAD, PATIO COVER SYSTEM AS MFG. BY: . SHEET ER- SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 1PH 10.20830pst DURALUM PRODUCTS, INC. 1(916)452-7021 26 OF 29 REVISED BY. KK & D.P. ALTA LOMA. CA (951) 741-2107 AND ATTACHED HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95828 roe "o crmmt� 10 # LL. 110 90, 100 & 110 MPH FAX 403-1519 sales@duralum.com 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS' EXP. B & DBL.2"x6.5"x.032" BEAM 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM 3"x8" BEAMw/INSERT } OR 3x8 BEAM r MINIMUM NO. OF PO: J °0 FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. FOOTNOTE p ':5 MAX.POST MAX.POST SPACING SPACING MAX.POST m o CL z SPACING FTG. MIN. FTG. SPACING FTG. MIN. FTG FOR DBL. FOR 3" x 8" FTG. MIN. FTG. SPACING FTG. MIN. FTG. POST TYPE 1 POST TYPE m N p POST POST 2" x 6.5x 032" BEAM" POST POST ►- (IN.) TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN-) EXP. B EXP. C EXP. B EXI 4' 251-4" 17' 4" 30 G 22 23'-7"0 $„ 35 G 23 15'-7" 16'-4" 30 G 20 31'-0 35 G 27 6' 2 2 2 4'-0 4 -7" 27 -8 5' 20'-3" 16'-14'-10" 30 G 23 21'-118-5.. 35 (� 24 13'-12-6 14'-813,-1" 30 G 21 27'-9'4,_9., 35 G 28 ,, 2 3 2 2 R. 16'-10" 15'-2" 30 G 24 19 6'-10" 35 G 24 12' 81 5 13-41'-11" 30 G 21 25'x" 35 G 28 e' 2 3 2 2 14'- 2'-7" 14' 4" 30 25 17'-10' 30 25 11'-s" 12'-4" 30 22 23'-5" 35� G 29 s' 3 3 2 2 7' 14'-6 ' 13 -3.. G 15'-7" G 10'-7" 11'-0" G 0'-11 " 8' 12'-8, 13'-9" 30 G 26 16'-8" 30 G 25 11'-0" 11'-7" . 27 G 22 2 - 35 G 30 10. 3 3 2 2 14'-7" - 0' 9'- ' 9' 11'-3" 13'-3"2.2„ 30 G 26 15'-93-g 30 G 26 10 10' -1g' -g 27 G 23 20'-8'8-5" 35 G 30 11 3 4 2 2 10' 10'-2" 12'-9" 30 G 27 14'-11 " 30 G 26 9'-10" 10'-4" 9 -3" 27 G 23 1 g'-7" 35 G 31 12' 3 4 2 2 13'-1" ' 11' 12'-4" 30 28 14,_3„ 30 27 9'-4" 9'-10" .27 H 24 1.s' 35 H 32 13' 4 4 2 3 9 -3 1 �,� H 12'-5" H 8'-5" 8'-10 16'-0„ 12' 8'-5" 12'-0" 27 H 28 13'-S" 30 H 27 9'-0" 9'-5" 27 H 24 17'-1 30 H 32 14' 4 5 2 3 16'-0" 13' T-9" 11-8 30 H 29 11'-5" 30 H 28 8'-8" s'-1" . , 3.0 H 24 17 1 30 H 32 15' 4 5 3 3 15'-4 14' ,; 11'-5" 12'-7" 30 28 8,4„ 8'-s" 30 H 25 16'-7, 30 H 33 -18' 4 5 3 3 7 -3 p�-0�� 30 . H 29 1'-0" H 7'-6' 7 -10' 4 -9 6-9 11-2 30 H 30 2 30 H 28 8'-0.. 8-5 30 H 25 1.6�_0,� 30 H 33 1r 5 15 10-'8 7'-'A" 7'-6" 14'-3' 6 3 3 16' 6���. 1o'-1 " 01-011 30 30 11'-s" 30 j 29 T-9" 8'-2" 30 j 25 15'-s" 30 j 34 19' S 6 3 10'-4' 7'-0 7'-4" 3 -10 ` 17' 5'-11.,, 10'-8" 3p j 30, , ,� 30 29 T-15" 7'-11" 30 25 15'-0" 30 34 9 -10" 0-0 .� 6 -9" 7'-1" J 13'-5" J 30 11,_9,16 30 29 7'4'6,_7„ 748 6'-10" 30 j 26' 1413,_1„ 30 J 34 18' 5'-8.. 10'- 9'-8" � 31 10 4 35 � 31 10'-1'0" 35 j 29. 7'-2" 7'-6" 35 j 26 14`3" 35 j 35 FOOTNOTE: 19 5'-4" _6.. 9,4„ . 6._5.. 6'-8" 12'-8" 20' S' -'I " 10 -2'. 35 .1 31 10'-6" 35 30 s'-11" 7'-4" 35 j 26 13'-10" 35 �j 35 REQUIRED SPACING MUST HEADER AND OR MIN. NO, EXCEEE 6'-3" 6' 2'-4" ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE'InFOOTNOTE: FESS/p OR LESSER MUST BE USED Q� FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE Ccj �• Cq/jjp COL TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONL COL. TYPES 2 =.03Z' SIDEPLATES, ON CONC. SLAB OR FOO' ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. to No. 79 8 V NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. Exp' 9 �C SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING CIVIC- Za 10-7 DRAWN BY: KK TOM CAMBELL & ASSOCIATES, IN G' gCINGTABLE UVE L AD - I.C.C. E.S. EVALUATION DATE lomrzw7 Q REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENG i TANDING 10, 20 & S0 pd ER- SCALE NONE ALTA LOMA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND REVISED BY: KK&D.P 10#L.L 100 MPH 90, 1009110 MPH DURALUM PRODUCTS, INC. SHEET 8269 ALPINE AVE, SACRAMENTO, CA 95826 125 OF 29 (916) 452-7021 FAX 40&1519 seleaCclurelum.com JOB No. GF07.& ' 0# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. 6 & C 16-10" r o F J� o z v - Q z V) O 3 SQ. " STEEL BEAM DBL. 3"x8"x.042"BEAM . DBL;2"x6.5"x.032" BEAM OR 3"x8"BEAM 3"x8" BEAMW/INSERT 24 m MINIMUM NO. OF POST FOOTNOTE: ` MAX.POST SPACING FREESTAND ATT. MAX POST SPACING FREESTAND ATT. MAX,POST SPACING FOR DBL. 2' x 6.5x.032" MAX.POST SPACING FOR 3" x 8" BEAM FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. �G' (IN.) POST TYPE �C' (IN.) FTG. (IN.) MIN, POST TYPE FTG. (IN.) FTG. (IN.) pOST TYPE FTG: (IN.) FTG. (IN.) . pOST TYPE. FTG. (IN.). POST TYPE 1 POST TYPE 2: EXP. B EXP. C EXP. B EXP. C 8. i 4' 25'-4" 17'-4" 28 G 22123--103._7,. 1 s'-1 ° 33 G 23 16'-4" 15'-7" 16'-4" 16'-4" 28 G 20 32-0' 1 -0„ 33 G . 27 6' 2 2 2 2 5' 20'4" 16'-1" 28 G 23 21 21'-1° 33 G 24 14'-s" 14.x,, .. 28 G 21 28'-7" 33 G 28 ,, 2 2 2 2 2. 6' 16-10" 15'-2" 28 G 24 19'-6" 33 G 24 13-11 13'x" 14-8 13'11" 28 2 21 7_g 26'-2" 33 2 28 3 4 2 2 3 4 2 2 3- .4 19 -3 3 4 4 12'-8" 13,x., 4 5 2 64" G 8. i 7'28 14'-6" 14'-4" 28 G 25 1 s'-1 ° 33 G 25 12'-4" 17-4>1- G 22 24'-2° 33 G 29 17'-10" 1'-9" 12' 4" 3'-5" y, 8' 12'-8" 13'-9" 28 G 2616.x., 28 G 25 11'-711 11'-7" 26 G 22 22'-81'-11 33 G 30 -0 11'-7" 10 9' 11'-3" 13'-3" 28 G 26 15'-15, 28 G 26 10'-110-a 10'-1 �'o'-1p' 26 23 21'-4'>- 33 30 9 G G 11, 10' 10'-2" 12'-9" 28 G 27 15' 2" 28 G 26 10'-4" , 10'-4" 26 G 23 20'-3" 33 G 31 14'-11' -10' 0'4" 9,_7„ 12' 11 9'-3" 12'-4'' 28 G 28 14'-5- .-0r, 28 G 27 9'-10" s'-10... 26 G 24 19'-4" 33 G 32 13 . 9'-10" 18'-8" 12' 8'-5" 12'-0" 26 G 28 13'-9" 28 G 27 9'-5" 9'-5" 26 G 24 18'-6' ' 33 G 3'-8" .. g,_5,; �_ .� 32 14' 13' 7'-9" 11'-8" 28 H 29 „ 28 H 28 9'-1"$-8 9'_11191 28 H 24 1T-9" 28 H 32 15' 13 -1 14' 7'-3" 11'-5" 28 H 29 12'-9.1 28 H 28 s-9 s'_g 28 H 25 1T-1" 28 H 33 16'' 15' 6'-911 11'-2" 28 H28 30 121-4 H 28 8'-5'. 8'-5" 28 H 25 16 � 28 H 33 ,r 12'-2" 8'_p" 8'-5" 16'4" . 16' 6'-4" 10'-11" 28 H 3011'-1;_1•-9" 28 H 29 6'-2" 8'-2" 28 H 25 16'-0" 28 �..� 34 19' 7'-9" 8'-2" 5'-0„ 17' 5'-11" 10'-8" 28 H 30 -71,_5„ 28 �..� 29 7'-11" 7'-11" 28 25 15'-6'S-0„ 28 34 191. 7'-s" T-11' H H I, 18' 5'-8" 10'-6" 28 H 31 1V-3' 28 H 29 T-8"7.�„ 7.8" 28 H 26 15'-1" 28 H 34 ' 7.$.. . .. 14 -7 2D l19' 5.-4u 10'..4" 33 31 33 H 29 7.6" T -s" 33 26 14�-8" 33 14 2. 2 2. 2 2 3 2 2 2 3 2 2 3 3 2 2 3 3 2 2 3 4 2 2 3 4 2 2 3- .4 2 3 4 4 2 3 4 5 2 3 4 5 2 3 4 5 3 3 3 10'-10" 7'-2" 7'-6" H 14'-3" H FOOTNOTE: 20' S'-1" 10'-2" 13—' H 31 10.x" 33 30 T-4' T-4" 14' " HEADER AND OR MIN. NO. OF POST 10'-6" H 6'-11" 26 T -10":3J2 35 ALLOUIRED SPACING OWABLE SLAB SPACE G EXCEED FOOTNOTE: "SAMPLE, e1jN�()o, OR LESSER MUST BE USED FIGURE INDICATES EXPOSURE B S y, C,q w� FOOTNOTE: FIGURE INDICATES EXPOSURE C MA COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC, SLAB ONLY ��� OL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAP OR FOOTING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 13 & C. " No. 7 489 NOTE:;, FXp FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. 1 61D �SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &�IS Q/SHT. 23 FOR FREESTANDING VZ +I.C.C. E.S. EVALUATION IPBY: KK TOM CAMBELL & ASSOCIATES, INC. ICE UVE LOAD= PATIO COVER -SYSTEM AS MFG. BY: REPORT NUMBER 10123!1007 E NONE LREVISEDBY'.K.K&D.P. COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEER ACING TABLE 10, 20 & 30 psf DURALUM PRObUCTS, INC. SHEET ER- ALTA LOMA CA 1 741-2107 FREESTANDING (�) AND ATTACHED HORIZ VNND = 8289ALPINEAVE, SACRAMENTO, CA 95828 24 OF 29 10 # L.L. 90 MPH 90,100 & 110 MPH (B1e) 452-7021 FAX 403.1519 sales@duralum.com JOB No Gw7.GsI4 309 L.L. 110. MPH FREESTAND & ATTACHED SOLID PATIOS/ COMMERCIAL 12' OR LESS. EXP.136 7" I -BEAM DBL. 3"x8"x.042"BM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMW/INSEF >_ OR 3"x8"BEAM kj O z 0° 0 MAX.FOST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING MAX.POST SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACH p v g Z , SPACING SPACING FOR DBL FOR 3 x 8 SPACING FTG MIN. FTG MIN. FTG MIN F G MIN FTG MIN. POST FTG MIN POST FTG MIN. POST FTG N P IOf - a¢ rn p (IN.) POST TYPE. (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE 2x6.5x.032 BEAM (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) T 19'-5" 37 J 24 F 11'-9" 32 J 22 B 8'4" 10'-2" 28 ,J 19 B , 15'4" . 32 J 22 4' 8'-11" T-1 17'-4" 32 J 25 F 10'-6" 32 J 22 B 7'-2" -1 9'" 28 J 20 B 14'-1" 32 J 23 5' 15'-10" 32 j 26 F 9'-7" 28 J 23 B 6-6" 8'-3" 28 J 21 B 12'-10" 32 J 24 s' 5'-11" 14'-6" 32 J 26. F 8'-11" 28 J 24 B 6'-0" T-8" 26 J 21 B 11'-11" 28 J 25 7' S'-1" 13'-9".. 32 J 27 F 8'4" 28 J 24 B 5'-8" T-2" 26 J 22 B 11'-2" 28 J 25 8' 4,-5" 9' 13'-0" 32 J 27 F T-10" 28 J 25 B 64" 6'-9" 28 J 22 B 10'-6" 28 J 26 1 T-11" 12'-3" 32 J 28 F T-5". 28 J 25 B 5'-0" 6-5" 28 J 23 B 10'-0" 28 J 26 10'3'-6" 11' 11,_9„ 28 J 28 F T-1" 28 J 26 B 6'-2" 28 J 23 B 9--6r, 28 J 26 3'-2.. 11'-3" 28 J 29 F 6'-9" 28 j 26 B 5'-10" 28 J 23 B 9'-1" 28 J. 27 12' 13' - 10'-9" 32 K 29 F 6'-6" 32 K .26 B 5'-8't 32 K 24 B. 8'-9" 32 K 27 14' - 10'4" 32 K 30 F 6'-3" 32 K 27 B 5'-5" 32 1 K 24 B 8'-5" 32 K 28 FOOTNOTE: "SAMPLE" ALTERNATE FREESTANDING FOOTING FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C CUBE FOOTING SO. x 16" THICK CUBE FOOTING CUBE FOOTING SQ. x 1Li THICK CUBE FOOTING W/ NO SLAB W/ NO SLAB W/ SLAB W/ NO SLAB W/ NO SLAB W/ SLAB ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATE FJ P. B 20' 23' SQ. 18" 38" 50" SQ. 36" 22" 26" SQ. 20" 40' 51' SQ. 38" 0 CAM' 24" 30" SQ. 22" 42" 53" SQ. 40" 26" 33' SQ. 24' 44" 55" SQ. 47' NOTE: FOOTING SHOWN IN CUBIC INCHES � _ 28" 37" SQ. 26" , 46" 56" SQ. 44" WITHOUT SLAB. C7 h o, L� N 7948 30" 41' SQ. 28" 48" 57" SQ. 46" SEE ALTERNATE FOOTING TABLES [s^ � EXj7,3 32"45- SQ. 30" 50" 58" SQ. 48' SHT. 9 FOR ATTACHED & 34" 47" SQ. 32" 52" 61" SQ. 50" SHT. 23 FOR FREESTANDING "q1, 0`njk Q' � 36a 48" SQ. 34" 64" 84" SQ• 52" I.C.C. E.S. EVALUATION DRAWN BY: K.K. DATEET E 10/23/2007 L & ASSO IATES, INC. SOLID POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LIVE LOAD- 10, 20 & 30t rs, PATIO COVER SYSTEM AS MFG. BY: . DURAIUM PRODUCTSINC.INC REPORT NUMBER ER- SCALE: NONE ALTA LOMA, CA (95 1) 741.2107 FREESTANDING AND ATTACHED HORIZ. WIND 8269 ALPINE AVE., SACRAMENTO, CA 95825 23 OF 29 JOB NO. GF07.OV REVISED BY: K.K & D.P 30 N LL 110 MPH 90,100 & 110 MPH (918) 452-7021 FAX -403-1519 saies@dura(um.eom FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN_ INDICATES EXP. B & C. NOTE: FOOTING SHOWN IN CUBIC INCHES :- WITHOUT SLAB. �1-^ SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT.,23 FOR FREESTANDING I.C.C. E:S. EVALUATION 30# L.L. 110 MPH FREESTAND & ATTAQH�D SOLID PATIOS 1 COMMERCIAL 12' OR LESS EXP.B&C TOM CAMBELL & ASSOCIATES, INC. SOLID 6.5" ROLLFORM PATO CO R S STEM AS MFG. BY: 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM 5 pT F-rn0 a z MAX.POS1 SPACING FREESTAND ATTACHED MAXPOST. SPACING FREESTAND ATTACKED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG' (IN.) MIN. POST TYPE FTG' (IN.) MIN POST TYPE FTG. (IN.) MI POST TYPE FTG' (IN,) M N PST TYPE FTG' (IN.) MIN. POST TYPE FTG' (IN-) MIN. POST TYPE FTG. (IN.) MIN. PAST TYPE FTG. (IN.) MIN PtJST TYPE 4' 8'-11" 8'-6" 28 J 18 B 12'4" 28 J 20 B 8'-10" 28 J. 22 B 9'-7" 28 J 19 B 10'-11 28 J 20 B 51 7'-1" T -T' 26 J 19 B 10'-8" 28 J 21 B 8'-0" . . 26 J 23 B 8'-7" 28 J 20 B 10'-2" 28 J 21 B 6' 5'-11" 6-11" 26 J 19 B 9'-9" 28 J 22 B 7'-3" 26 J 24 B T-10" 26 J 20 B 9'-6" 28 J 22 B 7- 5'-1" 6'-5" 26 J 20 B 9'-0" 28 J 22 B 6'-9" 26 J 24 B 7'-3" 26 J 21 B 9'-1" 28 J 22 B B' 4'-5" g'-5'! 28 J 23 B 6'-9" 26 J 21 B 8'-8" 28 j 23 B 9' 3'-11" 8'-0" 28 J 23 B 6'-4" 28 J 22 B 8'4" 28 J 24 B 10, T-6" T-66" 28 J 24 B 6'-1" 28 J 22 B T-11". 28 J 24 B 11 3'-2" 71-2" 28 J 24 B 5'-9-- 28J 22 B T-6" 28 J 25 B 12 - 6'-11" 28 J 24 B 5'-6" 28 J 237'-3" 28 J 25 B 13 - 6'-8" 32 j< 25 B. V-4- 32 K 23 6'711" 32' 1 K 25 B 14' - 6���� 32 K 25 B 5'-2" 32 K 23 B� 6'-8" 32 IC 26 B FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN_ INDICATES EXP. B & C. NOTE: FOOTING SHOWN IN CUBIC INCHES :- WITHOUT SLAB. �1-^ SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT.,23 FOR FREESTANDING I.C.C. E:S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. SOLID LIVE LOAD= PATO CO R S STEM AS MFG. BY: REPORT NUMBER DATE 1023!2007 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20. psf DURALUM PRODUCTS, INC: SHEET ER- REVISED BY. KK & D.P. ALTA LOMA. CA (951) 741-2107 AND ATTACHED I HORIZ. WIND 9289 ALPINE AVE., SACRAMENTO, CA 95928 22 OF 29 �� NO GFO)487� 30 # LL 110 MPH 90, 100 & 110 MPH (919) 452-7021 FAX 403.1519 sales@duralum.com unit I 1 11n MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS, EXP.B8 711 I -BEAM DBL. 3"x8"x.042"BM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMW/INSER OR 3"x8"BEAM r 5pMAX.POST F-�ojz5---qc!zo FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING MAX•POST SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHE SPACING SPACING FOR DBL F BEAM 8 SPACING FTG.. POST FTG. MIN. FTG. POST FTG' P03T FTG' POST FTG. POST FTG. POST FTG. PC (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE Zx6.5x.032 (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) T) 23'-9" 37 H 26 F 14'-411 32 H 22 B 9'-911 10'-2" 28 H 19 B 19'-4" 37 H 24 C 4' 81-1111 7'-1 „ ' 21'-3' 37 H 27 F _ „ 12 10 32 H 22 B 8 -8 „ 9141 28 H 20 B 17'-2-,32 H 25 C 5' 19'-411 37 H 27 F 11'-9" 28 H 23 B 7'-11." 8'-3" 28 H 21 B 15'-8" 32 H 26 c 6' 5'-11" 1T-1111 32 H 28 F 10'-10" 28. H 24 B 71-4" T-811 26 H 21 B 14'-6" 32 H 26 c 7' 5'-1' 16'-9" 32 H 29 F 10'-2" 28 H 24 B 6'-10" 7'-2" 26 H 22 B 13'-8" 32 H 27 E 8' 4'-5" 15'-10" 32 H 29 F 9'-7" .28 H 25 B 6'-611 6'-911 28 H 22 B 12'-1011 32 H 27 E 9' 3'-111' 15'=0" 32 H 30 F 9'-111 .28 H 25 B 6'-2" 6'-5" 28 H 23 B 12'-2" 32 H 28 E 10' 31.611. 11' 1 14'-4". 32 j _ 30 F 8'-8" 28 j 26 B 5'-10" 6'-211 28 J 23 B 11'-8" 28 J 28 E 3'-2 13'-8" 32 J 31 F 8'-3" 28 J 26 B 5'-711 5'-10". 28 j 23 B 11'-2" 28 j 29 E 12' _ 13' - 131-2" 32 J 31 F. 7'-11" 32 J 26 B 5'-4" 51-8" 32 J 24 B 10'-8" 32 J . 29 E 14' - 12'-8" 32 J 32 F 7'-8" 32 J 27 B 5'-211 5'-5" 32 J 24 B 10'-3" 32 J 29 E 1s' _ 12'-311 32 j 32 F 71-5" 32 J 27 B 5'-0" 5'-3" 32 j 24 B 9'-1111 32 j 30 f 11'-10" 32 J 32 F 7'-211 32 J 27 B - 5'-1" 32 J 24 B 9'-8" 32 J 30. E 17' 11'-6" 33 J 33 F T-0" 32 J 28 B _ 4'-11'' 2 J 25 B 91-411 32 J 30 - c FOOTNOTE: "SAMPLE" 0 Q�OFES FIGURE INDICATES EXPOSURE B CJ FIGURE INDICATES EXPOSURE C A. ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ADDITIONAL FOOTNOTE: WHERE O NOTE: Ex 4 � FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. CIvwl SEE ALTERNATE FOOTING TABLES �0� CAUF� . SHT. 9 FOR ATTACHED & Ate, SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: KK DATE: 1012312007 TOM CAMBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID POST SPACING TABLESHEET FREESTANDING UVE LOAD - 10, 20830 pd PATIO COVER SYSTEM ASM G. BY: DURALUM PRODUCTS, INC. 21 OF 29 ER- SCALE: NONE LOMA. REVISED BY: KK. & D.P. ALTA CA (951) 741.2107 AND ATTACHED 20 # L.L, 110 MPH HORIZ. WIND. 90,100 & 110 MPH 8269 ALPINE AVE. SACRAMENTO, CA 95626 (916)452 -?021 FAX 403.1518 SaI850dumium.com aE Maoro1� '20# L.L.110 • MPH FREESTAND & ATTACHED SOI In PATIOS / (nnnnnFRr-IAL ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN IN CUBIC INCHES NITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING No. 79 Exp. S 3 Q� cciv P,rv— JZ00 6.5" ROLLFORM 4" I—BEAM 4.5 / MAG GUTTER MAG BEAM I.C.C.E.S. EVALUATION �T QST_ V . M CON aZ rn O MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHE[ �G' (IN.) MIN, POST TYPE FfG. (IN.) MIN. POST tYPE FTG. (IN.)' MIN, POST TYPE FTG. (IN•) MIN. pOST TYPE FTG. (IN-) MIN. POST TYPE FTG. oN•) MIN. POST TYPE FTG. (7N•) MIN. POST TYPE FTG. (IN.) MIN. POST TYP FTG. (IN•) M N. POST TYPE FTG. (IN•) MIt POE TYF 4' 8'-11" 101-4" 28 H 19 B 14'-7" 32 H 22 B 10'-10" 28 H 22 B 11'-6" 28H . 20 B 12'-6" 32 H 21 E 5• 7'-1" 9'-3" 28 H 20 B 13'-0" 32 H 23 B 9'4" 28 H 23 B 101-6" 28 H 21 B 11'-7" 28 H 22 E s• 5'-11" 8'-5" 28 H 21 B 11'-10" 28 H 23 B 8.'-10" 28 H 24 B 9'-7" 28 H 22 B 10'-11" 28 H 23 B r 5'-1" 7'-10" 26 H 21 B 11 -0" 28 H 24 B 8'-2" 28 H 24 B 8'-1011 28 H 22 B 10-4 28 H 23 B s• 4'-5" 71-4" 26 H 22 B 10'-3" 28 H 24 B 7'-8" 26 H 25 B 8'-3" 28 H 23 B 9'-11" -28 H 24 B 9- 3'-11" 6'-11" 28 H 22 B 9'-9" 28 H 25 B 7'-3" 28 H 125 B 7'-10" 28 H 23B 9'-6" 28 H 25 B 10• 3'-6" 9'-3" 28 H 25 B 71-4" 28 H 24 B 9'-3" 28 H 25 B 3'-2" 8_91, 28 J 26 B 71-111. 28 J 24 B 8'41" 28 J 26 B 12 - 8'-5" 28 , J 26 B ' 6 -9 28 J 24 B � ,_ ,� 8 8 28 J 26 B 13 32 J 27 B 6'-6' 32 J 25 � 8'-5" 32 J 27 B 14 - 7_9- 32 J 27 B 6_3" 32 J 25 B�/E 8'-3" 32 J 27 B 15' _ 7'-6" 32 J 27 B 6'-0" 32 J' 25 � 8-_0-I 32 J 28 e 16 _ 71-4-- 32 J27 B 5'-10" 32 J 26 �Z 7'-10" 32 J 28 E 17• - T -V 32 J: 27 B 5'-8" 1.32 J 26 �/E 7'-8" 32 J 29 E FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ®� �9Q��F (%A. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN IN CUBIC INCHES NITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING No. 79 Exp. S 3 Q� cciv P,rv— I.C.C.E.S. EVALUATION DRAWN BY: KKTOM DATE 10/232007 CAMBELL & ASSOCIATES, INC. SOUR UVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER SCALE NONE COMMERCIALANO RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 208 3D pat DURALUM PRODUCTS, INC. SHEET ER- REVISED BY. KK & D.P. ALTA LOMA, CA (951) 741.2107 AND ATTACHED HORI2. WIND = 8289 ALPINE AVE; SACRAMENTO, CA 95828 20 OF 29 20 # LL 110 MPH 90,100& 110 MPH (918) 452-7021 FAX 403.1519 sales@durelum.com ma NO GFO74et� NOTE: - FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. No. 7948 • ' 11 mm if EXp.9"3 Ef, ��_ C(Vl� _1 76��/ I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. SOLID LIVE LOAD. YH I IU uuVCK ST.717s� a IWr� fit• SHEET DATE' 10/2=007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POSTSPACINGTABLE 10,20&90psf DURALUMPRODUCTS, REPORT NUMBER FREESTANDING ' — 19 OF 29 ER- SCALE NONE ALTA LOMA, CA (951) 741-2107 AND ATTACHED 0.100 NAND P 8269 ALPINE AVE, SACRAMENTO, CA 95926 Iw ua Q� REVISED BY: KK & D.P 10 # L.L. 110 MPH 90,100 & 110 MPH (916) 452.7021 FAX 409.1519 aeiu�durelum.com 7" I -BEAM DBL. 3" x8"x 042"BEAM "�LoR TW"BEAMr-AIVI 3"x8" . BEAMw/INSERT r H 5 J z m 5 5 0 FREESTAND ATTACHED MAX•POST FREESTAND 'ATTACHED MAX.POST MAX.POST SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED p Ln U — q a z MAX.POST SPACING SPACING SPACING FOR DBL. FOR 3' x 6" SPACING m _ FTG MIN. FTG MIN. FTG MIN POST FTG. MIN POST FTG, MIN. POST �� MIN. POST FTG MIN. POST FTG MIN POSE g rn p (IN.) POST TYPE (INJ POST TYPE (IN.) TYPE (IN.) TYPE 2" x 6.5x.032" BEAM (INJ TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 32'-5" 37 f -j 28 B 18'-4" 37 H 24 B 12'-4" 12'-1 32 H 22 B 24'-s" 37 H 27 B 4' 6 -6' 1-3" 1-8" 22 -2' 29'-8" 37 H 30 B/E 16, 4„ 32 H 25 B 11' 1 " 11'-7" 28 H 22 B 21'-1 37. �. 28 B 5, 5' 13'-7" 8,x,. 4'-10" 10'-0" 10'-6" i9'-10 2T-1° 37 H 31 B /E 14'-1 " 32 H 26 B 10'-2° 10'-7° 28 H 23 B 20'-0" 37 H 29 � 6' 6' 11'-4" 5 -10' Y-6" -2" 9'-7" 18'-1 ' C -9-,-T- 25'-1" 37 H 31 B /E 13'-1 32 �.� 27 B 9'-4" 91_91, 28 H 24 B 18'-6" 37 H 29 B/ 7. 7'F 23'-11' 12'-6" 8'-6" 8'-10" 16'-9" C 23'-5" 37 H 32 B �E 12_1 32 H 27 B 8'-9" 9'-2" 28 H 24 B 17'-4" 32 H' 30 B/E g' 8' 8-6.. " 7, 7„ 22'-1" 37 33 E 12'-2" 32 �..� 28 B 8'-3" 8'-8" 28 H 25 B 16'-4" 32 H 31 B/E 9' 9' 1 -2" H 1'-0" 7' 6" 7, 9„ 14,_9, 21'-0" 37 H 33 E 11'-7" 28 �..� 28 B 7'-10" a'-2" 28 H 25 B 15'-6" 32 H 31 B/E 10' 10' 6'-9,. 10'-6" - " - 11' 20'-0" 37 34 E 11,_0„ 28 H 29 B�/F 7'-s" 7,_y„ 28 H 26 B 14'_s" 32 H 32 B 11' 6'-2" 11-1-10-1011 1 5'-8.. 19'-2" 37 `,� 34 � 10'-7" 28 H 29 B T-2" T-6" 28 H 26 B 14'-2 32- H 32 �E 12' 12' F 6" �- - 13' S'-2" 18 7 37 J 35 E� 32 J� 29 B 6'-10" T-2" 32 J 26 B 13'-7" 32 ' 33 13' 9'-2' 6'-3" 6'-6" 12'-4" E 14' 4'-10" 17'-9" 32 J 35. E 9'-9" 32 J 30 B 6'-8" 6'-11" 32 J 27 B 13'-2" 32 J 33 B/ 14' -10" 6'-0" 6'-3" 1'-10 E 15' 1 32 J 36 E� 9'-5--,,- J 30 B 6'-5" s'-8" 32 J 27 B 12'-8" � 32 J 33 B /E 15' 4'-6" 6, ,32 -6" 6'-9" 6'-1" 11 5" 16' 16'-7" 32 J 36 F 32 J 31 B 6'-2" 6 6 32 27 B 12'-3"-1„ 32 J 34 . �E 16' 4'-3" 8'-3 5 -T' . 5'-10' 17' 4'-0„ 1 s'-1" 32 J 36 F '-o" 32 J 31 B 6,"0„ 6,�„ 32 27 B 11'-10,-9" 32 J 34 17' 15'-4" 5' S 5 8 18' 15,_8„ 32 F 8,$„ 32 31 B 5'_10„ 6'"1„ , 32 28 B 11'-6" 32 34 B �E 18' 3'-9.. _,1-15'-0" 37 5'-3" 5 6" 10 -5" 19' 15,_2„ 37 J F 8,4„ 37 31 B 5'-8" 5'-11" 37 28 B 11'-3" , 37 35 B 19' 3'-7" 14'-6„ 37 7.7 5, 2„ 5'-4" 10 -2 E F20'14'-1 3'-4" 14.2 37 J 37 F 8'"2 T-5' 37 J 32 B 5'-6" 5 -0" s'-9" 5'-3' 37 J 28 B 11'-0;_ 11 37 /1 J 35 _ _ B E 20 NOTE: - FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. No. 7948 • ' 11 mm if EXp.9"3 Ef, ��_ C(Vl� _1 76��/ I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. SOLID LIVE LOAD. YH I IU uuVCK ST.717s� a IWr� fit• SHEET DATE' 10/2=007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POSTSPACINGTABLE 10,20&90psf DURALUMPRODUCTS, REPORT NUMBER FREESTANDING ' — 19 OF 29 ER- SCALE NONE ALTA LOMA, CA (951) 741-2107 AND ATTACHED 0.100 NAND P 8269 ALPINE AVE, SACRAMENTO, CA 95926 Iw ua Q� REVISED BY: KK & D.P 10 # L.L. 110 MPH 90,100 & 110 MPH (916) 452.7021 FAX 409.1519 aeiu�durelum.com " 1Q# L.L. 110 MPH FREESTANDING,&ATTACHED SOLID PATIOS 12' OR LESS 6:5" ROL FORM 4" I-BEAM 4.51 MAG GUTTER MAG BEAM' 3" SQ.. STEEL BEAM ' JJ c7 U MAX.POST 110 MPH 110 MPH 110 MPH 110 MPH 110 MPH FREE AND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTANp ATTACHED S U SPACING MAX.POST SPACING MAX.POST MAX.POST MAX.POST FTG MIN. FTG MIN. POST �a MI POST FTG MIN, POST FTG MIN. POST FTG MIN POST FTG MIN. FTG MIN. FTG MIN.: FTG MIN. ~y0 dz SPACING SPACING. SPACING (IN.) Nps (IN.) TYPE (IN•) TYPE (IN.) TYPE IN (IN.) TYPE (IN-) TYPE (IN.) POST TYPE (IN-) POST TYPE (IN.) POST TYPE (IN.) POST TYPE 4' 17'-0" 13'-5" 32 H 22 B 18'-211 8'- 6'-s" 37 H 24 B 15'-2". 32 G 22 B 3' 32 H 22 B 14'-9" 32 H 22 B 12'-9" 5' 13'-7" 12'-0" 28 H 23 B 16'-a" 32 H 25 B 13'-6" 32 G 23 B 12'-7", 32 H 23 B 13'-8" 32 H 23 B 4'-10' 11 -10 1 I „ 12 -9 6' 11'-4" 10'-11" 28 H 23 B 15.x.. 32 H 26 g 12'-4" 32 G 24 B 11-1 ,' 28' H 24 B 12'-1 " 32 H 24 B 13 11 -0 12'-O" 7' 9'-8" 10'-2" 28 H 24 B t3'-12 32 H 27 B 11'-5" 28 G 24 B 1'-3" ,� 28 H 25 g 12'-3" 32 H 25 B �0 -3 1'-5 8' a'-6" s'-s" 28 H 24 B 13'-0", 32 H� 27 g 10'-s" 28 G 25 B 10'7"9.-s" 28 H 25 B 11� 80'-11" 28 H 26 B „ 9' 7'-7" 8'-11" 28 H 25. B 121-2" 32 H 28 B 10'-1" 28 G 25 B 0-09,-0„ 28 H 26 B 11 - o,-s„ 28 H 27 B 10' 6'-9" 8'-6" 28 H 25 B 11'-7" 28 H 28 B 9'-6" 28 G 26 B 9'-58'-6" 28 H 26 B 10 �� 28 H 27 B 10'-6" 2„ 11' 6'-2" '8'-1" 28H . 26 B 11'-0'x,-0" 28 H 29 B 9._2.. 28 G 26 B s'-0" 28 H 27 B 10'-6' 28 H 28 g 12' lo'- 28 H 29 B s'-s° 28 H 27 B 10-2.. 28 H 28 B 13' 32 j 30 B 32 J 28 B 9-11.n3.. 32 j 29 T-s' B. 14' 9'-1'0"" 32 j 30 B 8'-0" 32 j 28 B 9' 32 J 29 V-o" ._3., s'-1" B 15' 9'-5'1'-s" 32 J 30 B 7'-9" 32 J 28 B 9'-5'1'-10" 32 j 30 B 7'-0" 16 ' 9'-2 " ._3., 32 J 31 B 7'-5" 32' J 29 B 9'- „ 32 J 30 g s._9- 8'-8.. 17' 18 -101.„ 32 J 31 B7._3.. 32 j 29 B 32 j 31 B g _g '-s' 18' 8'-7`' 32 j 31g 7'-0" 32 j 29 B 8'-11" 32 J 31 B - -j6-4" 19' 8'�'-7" 37 j 31 B 6' 10" 37 J 29 B 8'-s".-2" 37-j 32 B 2 20' a'-2" 37 J 32 B s'-B" 37 j 30 37 A 32 B. NOTE: FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE' F WITHOUT SLAB. FIGURE INDICATES IXPOSUREB-aFIGURE No. 7 9 A B f?7 INDICATES EXPOSURE C •) SEE ALTERNATE FOOTING TABLES 21 SHT. 9 FOR ATTACHED & .SHT: 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 2 7 `•��j;! C}Vli. I.C.C. E.S. EVALUATION DFIAWN BY: KK TOM CAMBELL & ASSOCIATES, INC.' SOLID LNE LOAD= PATIO COV R SYSTEM AS RAF.L :_ ,Ar18 T REPORT NUMBER DATE 10/23f2007 NONE COMMERCIALANDRESIDENTIALSTRUCTURALENGINEERING POST SPACING TABLE 10, 20830pst FREESTANDING I DURALUMPRODUCTS.INC. OF 29 ER R SED BY: KK 8 D.P. ALTA LOMA CA (851) 741-2107 AND ATTACHED HORIL WND = 10 N L.L 110 MPH 90,100 8110 MPH 8269 ALPINE AVE, SACRAMENTO. CA 95826 (916) 452-7021 FA)F d0&1519 sales@duralum.com "o ocmasr� - BY: KK TOM CAMBELL & ASSOCIATES, INC. 7" I -BEAM LIVE LOAD- 11 " 11 DBL. 3 x8 x.042 BEAM DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM IW �� 3x8 BEAMw/INSERT DATE: 1or2=007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINU FREESTANDING r -1'9 00-_5 5 'FREESTAND ATTACHED AND ATTACHED FREESTAND ATTACHED MAX.POST MAX -POST FREESTAND ATTACHED OST FREESTAND ATTACHED o c z MAX.POST SPACING MAX.POST SPACING SPACING FOR DBLPOST -. SPACING FOR 3" x B" SPACPNG w ~ FTG MIN. FTG MIN. FTG MIN POST. FTGST MIN FTG. MIN. FTGPOST. MIN. �a MIN. FTG M�N. r Wo (IN,) TYPE E (IN.) POST TYPE (IN-) TYPE (IN.) TYPE 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) TYPE (IN.). TYPE (IN.) TYPE 4' 17'-0" 31'-6" 35 G_, 28 B 19'-2>-"35 G 24 B 13'-0" 13'-6" 30 G 22 B 25'-1 " 3'-1" 35 G 27 B 4' -f7'-2"1'-8" 2'-2" 35 G 30 g /E 17'-2" 30 G 25 B 11'-8" 12'-2" 30 �7 22 B 23'-0" 35' (7 28 B 5' 5' 13'-7' 25'-4" 15'-4" 0'-5" 0'-10'. 0,_8., 25'-13, 35 G 31 B /E 15'-8" 30 G 26 B 10'-7" 11'-1" 27 G 23 B 21'-0" 35 G 29 B/ 6' 6' 11'-4., 2 4'-0" -6" 9'-11" 18'-10' C 23'-1 35 G 31 B /E 14'-6" 30 G 27 B 9'-10" 10'-3"9 27 G 24 B 19'-5" 35 G 29 B/ 7. 7' 9'-8" 21'-6" 13'-0" 8'-9" 2 17'-5" C (7 32 B /E 13'-6" 30 G 27 B 9'_2„ 9'_7„ 27 G 24 B 18'-2" 35' G 30 B �E 8' 8' 8'-6" 20.'-1•, 35 12'-2" 8'-3" - „ - 7'-7" 21'-2" 35 G 33 E 12'-9" 30 G 28 B B'-8" 9'-1" 27 G 25 B 17'-2" 30 G 31 B �E 9' 1'-5" 7'-9" 8'-1" 15''4' F10'. 20'-0", G 33 E 12-1 30 G 28 B 8'-2" 8-7 27 G 25 B 16'-3" 30 G 31 B3 /10' 6'-9.. 35 10'-1 ' „ , 35 H 34 E 11'-6" 27 H 29 B 7'-10" 8'-2" 27 H 26 B 15'-s" 30 H 32 B 11 6-2.19'4 , „ 10'=4" 7'-0" 13 12' 5'-8" 18'-3" 35 H 34 E/_ 27 H 29 B T-6" 7'-10" 27 H 26 B 1a'-1 30 H 32 E 12' 16,-4" -11„ 0„ 13'-4" E 13 5'-2" 17'-7" 30 H 35 E/ 81 30 H 29 B 7'-2"s 7'-s" '6'-9" 30 H 26 B 14'- 30 �-{ 33 B� 13' 5'-9" F 9,�„ _5 14' 16'-1 " H 35 � 10'-3"2„ 30 H 30 B 6'-1151 7'-3116-6' 30 H 27 B 13-41-4 gp H 33 � 14' 4'-10" 30 3 15' 16'4>--4 30 H 36 E / 9'-10'_ 30 H 30 B 6'-s" T -o" 30 H 27MB 13'-3., 30 " H 33 . B �E 15 4'-6" 8 F 10" s' -o" s'-3" 11'-1 16' 15,_1 30 36 F 9'-7" 30 31 B 6'-6" 6.9 30 2712'-1 �' 30 J 34 B 16' 4'-3" , 8-7 „ 5-10 „ 6 1 �� 11-15" E 17' 15'-4" 30 J F 9 30 j 31 B 6 -4 6-7" 30 � 2712'-1"� 30 J 34 �E 17' 4'-0" 13 =9' 36 ,�„ 5'-8" 5'-10' _2 18' 15'-0"3- 30 J F 9 0g_1 30 j 31 B s'-2"5 s' -4"5-g 30 J 28 B 12'-1' 30 J 34 B�E 18' 3'-9" 37 6 35 J F 8.935 31 B 5-11 6-2 35 28 B 11'-9" 35 35 B/ 19' F2O" 3'-7" 13.0' 37 7'-10' 5'-4" 5'-T' 10'-6'E 3'-4" 14 12'-9" 35 J 37 F 8'-T'T-8". 35 J 32 B 5'-151-3 6'-1"51-5 35 J 28 B 11'01-3 35 J 20' NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. No. 7948 >GT gyp. �C crjq�pFl ` I \ CA I.C.C. E.S. EVALUATIONDRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD- PATIO COVER SYSTEM AS MFG. BY. SHEET REPORT NUMBER DATE: 1or2=007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINU FREESTANDING 10, 20 & 30 PsT DURALUM PRODUCTS, INC. 1(916)452-7021 17 OF29 SCALE NONE ALTA LOMA. CA (951) 741-2107 AND ATTACHED HORIL WIND - 8269 ALPINE AVE., SACRAMENTO. CA 95828 roe N0. oFaT-0C ER- REVISED BY: KK & D.P. 10 A L.L. 100 MPH 90,100 & 110 MPH FAX 409-1519 sales(MdumIum.mm 10# L.L. 100 MPH FREESTANDING,&'ATTACHED SOLID PATIOS 12' OR LESS EXP B & C 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM 5o L FREESTAND ATTACHED MPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POS7 FREESTAND - ATTACHED ' MAX.POST FREESTAND ATTACHED SPACING ONSLAB SPACING SPACING SPACING SPACING SPACING SPACING FTG MIN. POST FTG MIN. POST FTG MI POST FTG MIN. POST FTG MIN. POST FTG M N. FTG MIN. FTGMIN. FTG MIN. FTG MIN. (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN-) TYPE (IN.) P ST TYPE (IN.) POSTPOST TYPE (IN.)* TYPE (IN.) POST TYPE . (IN.) POST TYPE 4' 17'-0" 13'-11" 30 'G 22 B 1s'- T° 35 G 24 B 15'-2" 28 G 22 14'-0" 30 G 22 15'-2" 22 B . B '13- g 30 G 5' 13'-7" 12'-5" 30 G 23 B 1r-�'I �� 30 G 25 B �� 13-6 28 G 23 B 13'-a' 30 G 23 B 14'-1 30 G B 12'-1" 23 6' 11'-4" 11,-4" 27 G 2g 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 14'-0" 1'-4" 2'-4" 7' 9'-8" 10--61-. 27 G 24 B 14'-5" 30 G 27 g 11'-5" 26 G 24 B 11'-8" 27 G 25 g 12'-7" 30 G 25 B 3'-0" 10'-7" 11'-9' 8' 81-6" 9'-10" 27 G 24 B 13 -6 30 G 27 B 10'-8" 26 G 25 B 11-1 " 27 G 25 B 12 -0 ' " 27 G 26 B 12'-2" 9'-11'.' 11'-2' 9' 7'-7" 9'-3"' 27 G 25 B' 12'-9" 30 G 28 B 10'-1" 26 G 25 B 10'-5�, 27 G 26 B 11'-7" 27 B .. 1 -5 „ 9"A" 10'-9' 27 G 10' 6'-9" 8'-10" 27 G 25 B 12'-1" 30 G 28 B 9:-6" 26 G 26 B 9'-10> G 26 B0-4- 11'-2" 27 G 27 g o'- o4 -1(r27 _ , 11' 6'-2" 8'-4" 27 H 26 B 11'-s^ 27 H 29 B 9'-2" 9'-2" 2 3 H 26 B 9r_5,r 27 H 27 B H 28 B " 8'-5.. 10'-1' 27 12' 5'-8" 11'-0" 27 H 29 B 9'-0" 27 H27 g 10'-s" 27 H 28 B 9'_9" 13' 6-2" 10'-7" 30 H 30 B 8'-8" 30 H 28 B 10'-3" 30 H 29 B r 9" 9'-6" 14' 4'-10" 10' ''-2" 30 H 30 g $,�„ 30 H 28 g 10'-0" 30 H 29 B l' 15' 41-6., 30 H 30 B 8r_1„ 30 H 28 g 9' -s'9, 30 H 30 B _3 -r' 16' 4'-3" 30 H 31 Br -1o;' 30 H 29 B 9-6 30 H 30 g 17' 4'-0" 9.�r, 30 H 31 g 7'-rs,_9„ 30 H 29 B 9' 30 30 31 B H 18' 3'-9" 9'"0�� 30 H 31 B �'�': 30 H 29 B 9'-2" 30 H 31 B 19' 3'-T 8'-10" 35 H 31 B 7 2" 35 H 29 B 9'-08,x„ 35 H 32 B -101, 20'374" 8'-7^ 35 H 32 B 7.0 33 H 30B 8'-1 ", 32 B 6_3 8_ NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. FIGURE INDICATES EXPOSURE BLu ~ NO. 79 8 f" �/uI FIGURE INDICATES EXPOSURE C pG SEE ALTERNATE FOOTING TABLES � Exp. SHT. 9 FOR ATTACHED & ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 23 FOR FREESTANDING I ZI2� . ���� CVIS I.C.C. E.S. EVALUATION REPORT NUMBERDAT D WN BY; KK 1023/Z007 SCALE; NONE TOM CAMBELL &ASSOCIATES, INC, COMMERCIAL AND RESIDENTIAL STRUCTURAL FN61NEERINO SOLID PORT SPAGNO TABLE FREESTANDING LIVE LOAD= 10, 20 & 30 s( P T PATIO COVER S. M AS M=95826 DURALUM PRODUCTS, INC. ER- REVISED BY; KK & D.P. ALTA LOMA. CA (951) 741-2107 AND ATTACHED HORIZ WIND = 90,100&110MPH 29 18269 ALPINE AVE, SACRAMENTO, NO 7�410ALL 100MPH (918)452-7021 FAX;4b3.1519 sale POST F MAX HT.= 8' NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWN BY: K.K. REPORT NUMBER DATE: 1023U20W ER- SCALE: NONE REVISED BY: KK & D.P. FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B LJ�4 FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. TOM CAMBELL &ASSOCIATES, INC. I SOLID I LIVELOADe. POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.20 & 90 Pal ALTA LOMA; CA (951) 741.2107 AND ATTACHED HORr2 WIND tngI 90 MPH 00,100&110 MPH 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C `— No. 3 94 7" I -BEAM DBL. TW DBL Yx8" BEAMw/INSERT s� civ � PATIO CO SYSTEM AS S SHEET DURALUM PRODUCTS, INC. OF.29 8269 ALPINE AVE, SACRAMENTO, CA 95828 OR 35x8"BEAMEAM (916)452-7021 FAX 403-1519 salesoduialum.com , _= g ~jp MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST MAX.POST FREE NO ATTACHED MAX -POST FREESTAND ATTACHED ImQ CZ o SPACING SPACING ,SPACING FOR DBL. SPACING FOR 3" x 8" SPACING I ' FTG MIN. FTG ' MIN. FTG. MIN FTG. MIN POST FTG, MIN. POST FTG. MIN. POST FTG MIN. POST FTG MIN. (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) TYPE 2" x 8.5x.032" BEAM (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) POST TYPE r- 4' 17'-0" 35'-51, 33 G 28 B 20'-1" 33 G 24 B 13'-7" 14'-2" 28 F 22 B 26'-1 ;' 33 G 27 B 4' „ 9'-2" 13 -0" 3'-6" 5 -10 29'-8 33 G 30 g �E 17-1 28 G 25 B 12'-1" 12'-8" 28 F 22 B 24'-1" 33 G 28 B 5' 13'-7" 28'-4" 17'2 11' 8" 12'-2" 3'-0" 5 27'-1" 33 G 31 B �E 16'-4" 28 G 26 B 11'-1" 11'-6" 26 F 23 R 21'-11"-'33 G 29 B /c g� 5'-8" 10'-7" 11'-1" ` 1'-0' 25-13,_ 33 G 31 B/E 15-214,-6" 28 G 27 B 10'-9'-10" 10'-9'O-3" 26 G 24 B 20'-4'9-5" 33. G 29 B�C 7� . 7' 9'-8" 1„ 8' 8'-6., 23'- 22,_4., 33 G 32 B/E 14'-1'3 28 G 27 B 9'-8" 10'-0" 26 G 24 B 1 s' -o" 33 G 30 B/E 8 6 9._ ,. , „ 9' 7 _7 22'-1" 33 G 33 E/ 13'-4" 28 G 28 B 9'-1" 9'-5" 26 G 25 B 17'-1 28 G 31 B �E 9' 1'-2'. F 2-9.. g-8" 17'-2" 10' 6'-9'. 21'-0", 33 G 33 E� 12'-e'2-1" 28 G 28 B 8'-7" „ 26 G 25 B 17'-0"._ 28 G 31 B/E 10' ,_ ., .9'-0",_ „ 11' 6'-2.. 20,_0„ 33 G 34 E/ 12'-1" 28 G 29 B 8'-2" 8'-7" 26 G 26 B , 16'-3" 28 G ' 32 B/ 11' ,_ „ F 11'-6" 7'-10" 8'-2' 5'-6" E 12' S,_8,. 19'-2 33 G 34 E/ 11' 7" 26 G . 2g B 7'-10" 8-2 ., 26 G 26 B 15'-s" 28' G 32 12' 8'-3" F 1'-1" - - '� - 13' 5'4" 18'-47'-7" 33 H 35 E� 28 H 29 B 7'-6"7 7'-107 28 H 26 B 14'-1 28 28 H 33 B/E 13' 10'-8„ 2 6 14' 4'-10" 17'-9" 28 H 35 E� 10'-90'_3„ 28 H 30 B 7'-3's'-11" 7-7 28 H 27 B 14'-43,-s 28 �--� 33 B/ 14' 7'-3" 15' 17'-2;,--' 6,-4„ 28 H 36 E� _4'-10" 28 H 30 B 7'-0..6_8, 7,�,. 28 H 27 B 13-�3-3, 28 H 33 � 15' 4'-6" 7'-0 16' 4'_3" H 36 F 10'-0'9-7" 28 H 31 B 6'-10" 7'-1" 28 H 27 B 13'-5" 28 H 34 B 16' 15"-10"28 s' -s" 6'-9" 2'-10' 17 4'-0" 16 -1 ' 28 H 36 F 9 _9 '-3" 28 H 31 B 6'-7" 6'-10" , 28 �"I 27 B 13'-0" 28 H 34 B /E 17' 15,4, 6 �� 6'_7 18 3'-9" 2$ H 37 F 9'-5" 28 H 31 B 6 -5 6'-8" 28 H 28 B 12-811 28 H 34' B / 18 ' 15'-0.. 9._0.. g._2.. 614" 12'-2" 19' 33 H 37 F 9 0 33 H 31 B s'-3" s' -s" 33 H 28 B 12'-4" 33 H 35 B /E 19' 3'-7" 14'_6" 8 -9" 5'-11' 6'-2 , 11-9' 20' 14'-14, 33 H 37 F 9'-0"8 33 H 32 B 6'-1'15'-10" 6'-4"s 33 H 28 B 12'-01,1i, 33. 20' 3,_4„ 2 7 1 E POST F MAX HT.= 8' NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWN BY: K.K. REPORT NUMBER DATE: 1023U20W ER- SCALE: NONE REVISED BY: KK & D.P. FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B LJ�4 FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. TOM CAMBELL &ASSOCIATES, INC. I SOLID I LIVELOADe. POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.20 & 90 Pal ALTA LOMA; CA (951) 741.2107 AND ATTACHED HORr2 WIND tngI 90 MPH 00,100&110 MPH `— No. 3 94 Exp.3, 212 I s� civ � PATIO CO SYSTEM AS S SHEET DURALUM PRODUCTS, INC. OF.29 8269 ALPINE AVE, SACRAMENTO, CA 95828 (916)452-7021 FAX 403-1519 salesoduialum.com JOB "O'GM-Mza 10# L.L. 90 MPH -FREESTANDING &ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C., 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ.- STEEL BEAM �o m MAX.COL. SPACING MAX.POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAXpOST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED. ON SLAB SPACING SPACING SPACING SPACING SPACING FTG. IN. p OST RIS FTG• MIN. POST FTG MIN POST FTG MIN. POST FTGFTG FMI T MIN. POST FTG MIN. FTG ' MN FTG. MIN. FTG MIN. (IN.) (IN.) TYPE (IN.) TYPE ON•)TYPE (IN•) (IN.) TYPE (IN•) POST TYPE (IN) POST TYPE (IN.) POST TYPE (IN.) POST TYPE 4' 17'-0" 14'-6" 28 F 22 B 19'-48'-10" 33 G 24 B 15'-2" 28 F 22 14'-0" 28 F 22 15'-2" F 22 B B 28 B 5' 13'-7" 13'-0" 28 F 23 B 18'-0" ,- n 28 G 25 B 13'-6 ,, 28 F 23 B �_ 13 0 28 F 23 B 14'-1' , 28 F 23 B 6' 11'-4" 11'-10" 26 F' 23 . B- 16'"8'S,-�, 28 G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 24 B 28 F 7' 9'-8" 11'-0" 26. G 24 B 15'-5" ,_ 28 G 27 B 11'-5" 26 G 24 BFV-8" 26 G 25 B 12'-7" 28 25 B ST G 8' 8'-6" 10'-3" 26 G 24 B 14'-6" 1 28 G 27 B 10'-8" 26 G 25 B26 G 25 B 12'-0" 26 26 B 13.6 G 9' 7'-7" 9'-8" 26 G 25 B 13-T 28 G 28 B 10'-1" 26 G 25 B26 G 26. B 11'-7" 26 27 B 12'-9 G 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 11' 6'-2" 8'-9" 26 G 26 B 12'-3" 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 28 -6" 26 G B 12' S'-8" 11'-9"-0" 26 G 29 B 9'-0" 26 G B 10'-6" 28 B 27 26 G 13' 5'-2" " 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 H 29 B 14' 4'-10" 10'_1 " 28 H 30 B 81-4'1 28 H 28 B 10'-0" 29 B 10'-3" 28 H 15 4•-6" 10'-6"- 28 H 30 B = !' 8'-1" 28 H 28 B 9'-9.. 28 30 B 0' H 16' 4'-3" u n 10 -2 28 H 31 B ,. =, _ �� 7 10 28 H 29 B �_ �� 9 6 28 30 B H 17' 4'-0" 9''19"- '-T 28 H 31 B ' , 7'-7" 28 H 29 B 9'-4" 28 31 B , �r H 18' 3'-9" 9'-7" 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 31 B H 19' 3'-7" 9'-2" 33 H 31 B 7'-2" 33; H 29 B e' -o" 33 H 32 B 20' 31-411 9'-0" H 1.32TBI 7'-0" 33 H 130 B 8'-10' 32 B - S POST F MAX HT.= S'. NOTE:O Q FOOTNOTE: "SAMPLE" �• FOOTING SHOWN IN CUBIC INCHES a WITHOUT SLAB. FIGURE INDICATES EXPOSUREB NO. 79 8 FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES Exp. SHT. 9 FOR ATTACHED & ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT: 23 FOR FREESTANDING I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: KK DATE: 1of2312007 TOM CAMBELL &ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD PAT O COVER S , TEM AS MF SHEET ER- BCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 & 3o pat DURALUM PRODUCTS, INC. 14 OF 29 REVISED BY: KK & D.P. ALTA LOMA. CA (951) 741.2107 AND ATTACHED 10 9 L.L. 90 MPH HOML WIND. 80,100 & 110 MPH 8269 ALPINE AVE.. S CRAMENTO, CA 95929 q me No aw7cm� (918) 462-7021 FAX 403-1519 82101 ojdu.1.. eom DOUBLE RAFTER CONNECTION DETAIL 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTIO PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL. CONNECT. (e -TOT.) 3"x 3"STL.POST (24")ALTERNATE : INSERT ATTACHED OR I (2)-2x6.5" OR 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER FOR FREESTANDING _ (2)-1/2"13OLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. l 9 a . C0-®� #8 S.M.S. EACH SIDE LATTICE 1 112" OR Z' Q 2"x6.5" OR 3"x8" RAFTER �+ ALTERNATE: 1/2"BOLT� ALTERNATE: 2)- #10 S.M.S. EACH RAFTER 0 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 LATTICE BEAM TO POST CONNECTION �BEAM SPLICE TO - OCCUR DIRECTLY OVER POST. NOT PERMITTED I @ 2 -POST UNITS I 5/8" 0 PLASTIC PLUG WHERE SCREW IS INSIDE 5.. #14 SMS MA) BE USE AS 3.5" ALTERNATE " o- 1/4"0 BOLTS 3.5" 3.5" 10.20 & 30 psf HORIZ. WIND - 8289 ALPINE AVE., SACRAMENTO, CA 95828 8" BEAM OR 0 I I 6414 SMS EA. SIDE i I 6 1/2" SIDEPLATE EA. #14 SMS EA. SIDE I j SIDE SEE POST SCHED. TOP, MID HEIGHT AND BOTTOM. — 3"SQ .POST BETWEEN SIDE PLATES LBEAM TO -POST CONNECTION POS-T-SC--HEDULE 21 3" SQ.'x .024" + (2)-2" x 6 1/2" x .024" 3" SQ, x .024" + (2)-2" x 6 1/2" x .0: F-1 W/ (6)-#14 S.M.S. EACH SIDE. 2] W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTIN EXIST. SHEATHING IIZ 2"x8" LEDGER (EXIST.) u 3/8" LAG SCREW X1 1 EXIST. OR EQUAL PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAI I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD- PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.. - SHEET REPORT NUMBER DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE CONNECTIONS 10.20 & 30 psf HORIZ. WIND - 8289 ALPINE AVE., SACRAMENTO, CA 95828 13 OF 29 SCALE: N014E ER- UALTA LOMA. CA (951) 741-2107 90. 100 & 110 MPH (916)4S2-7021 FAX 403-1519 selesCdurslum.com JOB "0. GM?o REVISED BY: KK & D.P. -��" 3- SO. POST OR .240" GUTTER FASCIA 1. MAG BEAM 3" S0. POST 3"SQ. STL. BEAM 14 H - BRACKET TO POST 13 ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-1-124 1.50" 1.50" 28" 3.. 2" 28" .2" 2" 018, P1. 2"x3" LATTICE TUBE 1 1/2" SQ. OR O 2" LAT r CE-mJBE 2 �t8 x 2 "SMS, 2 1/2" COR 3 1/2", TYP. 1 1/2" OR 2" SQ. OR 2"X3" LATTICE @ 3"O.C. MIN. UP TO 7"O.C. MAX. 3.125" FOR 3 x RAFTER / 2.125" FOR 2 x RAFTER 1 1l2 _ .040" 6063-T6 t = .040" 3004-H36 ALUM. F(4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 11/2" MIN. O O O " 2.750" RAFTER 8 No. 79 LATTICE TUBE TO RAFTER Exp 3� I (4)BRACKET TO BEAMS C 11- 17�OFCpU "U" BRACKET -RAFTER TO BEAM 18 I.C.C. E.S. EVALUATION L N BY: KK TOM CAMBELL &ASSOCIATES, INC.LuvE LOAD = PATIO COVER SYSTEM AS MFG. BY:101=007 BEAM O,POST SHEET REPORT NUMBER COMMERCIALAND RESIDENTIALSTRUCTURALENGINEERING 10, 20 & 30 par DURALUM PRODUCTS, INC. 12 OF 29 ER- : NONE ALTA LOMA, CA' (851) 7d1-2107 ATTACHMENT . HORIL WIND = 8289 ALPINE AVE. SACRAMENTO. CA 95826JpB NO CF07ae7� ED BY: K.K. 8 D.P. 2 90, 100 & 110 MPH (918) 452.7021 FAX 403.1519 axles@duralum.com BEAM TO POST. CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM. OR HARDBORD ) 3" x 8" x.042" BEAM, MAG BEAM. SQ.STEEL OR \)410 S.M.S. EA. SIDE (4) -TOT. #10 S.M.S. TOP & BOTT. (2) -TOT. 2-012 x /2- S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) #10 X 12" S.M.S. TOP ALTERNATE: 1/4"0 BOLT W/ WASHER & BOTT. (2) -TOT. 1 1/4" EA SIDE OF W SO. POST i LP]4- .50)ROOF PANEL 61/ " + it O 1.10" ROLLFORMED OR .75 I d I (4)-#14 SDS @ EA. SIDE EXTRUDED GUTTER FASCIA ALUM. BRACKET X 2.35" 3" So. POST TOP & BOTT. TOT.=16 #10 S.M.S. @12"O.C. 6 1/2"x2"x .024"RAFTER 2-#10 x 12' S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL ALTERNATE /4`0LTw/WASHER EA SIDE OF 3'"SaSO. POST OST � RAFTER, "TAIL" TO GUTTER 15 3" X 3" ALUM. OR A STEEL POST -��" 3- SO. POST OR .240" GUTTER FASCIA 1. MAG BEAM 3" S0. POST 3"SQ. STL. BEAM 14 H - BRACKET TO POST 13 ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-1-124 1.50" 1.50" 28" 3.. 2" 28" .2" 2" 018, P1. 2"x3" LATTICE TUBE 1 1/2" SQ. OR O 2" LAT r CE-mJBE 2 �t8 x 2 "SMS, 2 1/2" COR 3 1/2", TYP. 1 1/2" OR 2" SQ. OR 2"X3" LATTICE @ 3"O.C. MIN. UP TO 7"O.C. MAX. 3.125" FOR 3 x RAFTER / 2.125" FOR 2 x RAFTER 1 1l2 _ .040" 6063-T6 t = .040" 3004-H36 ALUM. F(4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 11/2" MIN. O O O " 2.750" RAFTER 8 No. 79 LATTICE TUBE TO RAFTER Exp 3� I (4)BRACKET TO BEAMS C 11- 17�OFCpU "U" BRACKET -RAFTER TO BEAM 18 I.C.C. E.S. EVALUATION L N BY: KK TOM CAMBELL &ASSOCIATES, INC.LuvE LOAD = PATIO COVER SYSTEM AS MFG. BY:101=007 BEAM O,POST SHEET REPORT NUMBER COMMERCIALAND RESIDENTIALSTRUCTURALENGINEERING 10, 20 & 30 par DURALUM PRODUCTS, INC. 12 OF 29 ER- : NONE ALTA LOMA, CA' (851) 7d1-2107 ATTACHMENT . HORIL WIND = 8289 ALPINE AVE. SACRAMENTO. CA 95826JpB NO CF07ae7� ED BY: K.K. 8 D.P. 2 90, 100 & 110 MPH (918) 452.7021 FAX 403.1519 axles@duralum.com SIMPLE SPLICE SPLICE DETAILS 11 BEAM TO POST DETAILS FULL MOMENT (2)#10 S.M.S. EA VALLEY,TY' #10 SM.S. II #12 S.M.S. II (13T& TYP. THICKNESS =.035' (24 TO TYP. THICKN I SS =.035" 6.39' II II ' + t t t t+ t t t+ tt ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED mE NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS 1 -BEAM ALUM ALLOY SQ. POST,CONNECT WEB TO POST NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR TL. C -BEAM BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY E USED. (6061 -TB) ALTERNATE I THRU-BOLTS2}1/2^Ea 3" TOTAL= (8)-1/2"0 BOLTS I _._ . _ _.._...-..._..-......_...._.. .__..-..._....._._.. i I _..-._.._.......__...__.._ _ SQ. POST 1.0" o --0 0 0 BEAM TO POST CONN. SPLICE WHE OCCLIF U n Exp. AL6 61c I 0Y 3-T6I 16' �� qP�'�. y{� 411 I -BEAM T -O" MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY PE USED SPLICE VdH Occur TEK SCRE STAC FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR T'x4" ALUM. "I" BM. - BEAM (4)-1/4"0 M.B: BEAM TO.BRACKET 2- 3WO M.S. THRU STL. 'T' BRACKETTO POST. POST, SEE SCHEDULE ­— r ALTERNATE BEAM TO POST CONN. ALUM. ALLOY ' ' '— ' 6063-T6 3'-0" i 7" I -BEAM MOMENT C -SPLICE I.C.C. E.S. EVALUATION REPORT NUMBER ER- DRAWN BY: KK DATE 10/23/2007 SCALE: NONE REVISED BY: K K 8 D.P. TOM CAMBELL & ASSOCIATES, INC. COMMERCIALANDRESIDENTIAL STRUCTURAL ENGINEERING BEAM spucE oEraLs ALTA LOMA, CA (951) 747.2107 UVE LOAD= 10, 2088opsf HORIZ VNND . 90, 100 6110 MPH PATIO COVER SYSTEM AS MFG- BY: SHEET DURALUMPRODUCTS,INC. 11 OF 29 9269 ALPINE AVE, SACRAMENTO, CA 95820 J� Ho. �ror 1(916)452-7021 FAX 403.1519 seleS@duralum.CAm HEADER BEAM TYPES; ATTACHMENT DETAILS 1.52" 81" GUTTER EXT. CLIP GUTTER EXT. CLIP _---� 3.00" SQ. 2.00" 1,79" _ SPLICE WHERE OCCURS SPLICE WHERE OCCURS SPLICE WHERE OCCURS Ln (6 r „ 12'.3„ 2.57 4.s" TYP 2.19" 2.08" —�- 2.04" obs^ 2.04- oes- TrP "� 14R TYR 48„ 2.93" TYR 4.0000' 3 28,- .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004H36 O 2.7° ALUM. ALLOY 6063-T6 O ALUM. ALLOY 6063-T6 O q ALUM. ALLOY 6063-T6 O ASTM A653 SS GRADE 40 E 6.5" ROLLFORMED 4.5" GUTTER �IVIAG...GU-TfTER MAG BEAM 3" SQ. STEEL BEAM 3° -1 4" �I 17 �oFESS 3" 8.5" MAX. � r' I--- I 4" OCCURS 6PUCE WHERE 1UU``� Oc'" 6% '.� .S 042„ 8.0" Ty OCCURS 4�'!'I ~ No. 1 8 I' -� e .032' TYP. Exp, 31 l 1 1 ALUM. ALLOY ALUM. ALLOY; C 11. �� ALUM. ALLOY 3004 H36 Tj ALUM. ALLOY 3004-H36 6083-T6 O 6063-T6 ' ' OR EQUAL } OR EQUAL 4" I -BEAM 7" I -BEAM f'!O 12 2$ D� DBL. 2 x 6:5 BEAM 3 x;,8'B'EAM_-,-�' �O 3.0" " . . 1.25*—( ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 4" I-BEAM,"x 2 3/4" x 16 GA. STEEL C -BEAM - -- 1 � I� ir MAX.3" •625" � ! 7" 1 -BEAM = ` " x 12 GA. STEEL C -BEAM 1 1 I ! g" ' 1 ,042" T- 14 GA 7.875" ASTM A853 GRADE 801 �O�®/ 5„I���� ALUM. ALLOY 3004-H38 O OR EQUAL r� ALUM. ALLOY EQUAL 36 M 2 875” I�� O ® f 3 x 8:BEAM�W/ ST_L: IN_ SERV DBL. 3 x 8 BEAM 3 x 8 BEAM STEELINSERT I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: KK DATE 10/23Q007 SCALE: NONE TOM CAMBELL $ ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LIVE LOAD = 10, 20 S 9D sf PATIO COVER SYSTEM ASM G. BY: RALUM PRODUCTS, INC. SHEET 10 OF 29 ER- REVISED BY: KK. 9 D.P. ALTA LOMA CA (951) 741-2107 BEAM TYPES HO NAND = 90, 100 & 110 MPH 8289 ALPINE AVE.,EACRAMENiO, CA 85828 IDU (918)'482-7021 FAX 403-1518 ealea®dtaBhm�.ean JOB NO GF01-0RT� ' COLUMN / POST TYPES & U-RFACE MOUN I ANU tIVII3tUMtN I Ut I NILS ALUM.TBRACKET USE WITH STEEL POST ONLY: _d - POST TYPE B C.D.OR E USE POST TYPE (3 -518"OBOLTS "T' BRACKET POST TSTEELYPE B,C.D,E RACKETUSE r.� OR K F. G. N. J OR K F�R POST TYPE J Q 3 -SQ. POST W/ 3"SQ. POST (2}#12 SMS EA. 3'SQ.POST ALUM.T".0.BRACT SIDE OF POST OR USE (2)-114'0 x 3 314• HILTI MR SID M.B. THROUGH KWK BOLTS OR EQUAL 1/2 DEPTH OF I FOR ALL OTHER STEEL,I,BRACKEr: 11 FOOTING OR I I CONDITIONS POST SEE NOTES BELOW USE (2)-3/8'0 HILT KWIK C 12" MIN. EMBD.fli (2)-114"0 HILTI "KWIK"" I n BOLTe OR EQUAL \ BOLTS, OR EQUAL, EACH BRACKET TO SLAB. ('PER ICC E.R.4627, EMBEDED 2 1/2" MIN., & APPROVED FOR 325# PULL OUT) SLAB SHALL BE IN GOOD CONDITION 3 1/2" MIN. EXISTING SLAB ATTACHED ALTERNATE FTG CUBE SIZE SQ. 1B" 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" SQ. 32„ 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 1 60" SQ. 38„ 42" 64' SQ. 41" 44" 69" SQ. 43" CUBE FOOTING W 3 112"SLAB SCHEDULE v POURED CONCRETE FOOTING SEE NOTE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS TOM CAMSELL & ASSOCIATES, INC. 23" & 24" CUBE (2)-112"0 PULL-0UT- 3112" AS MFG. BY: INC. 626# MAX EACH REPORT NUMBER DATE 10@3/2007 25"- 30' CUBE (4)-I62# MANX 1/2' x9" LONG. 1" EACH 9 OF 29 31" - 34" CUBE (4)518'0 PULL-OUT= 4. ' SCHED. B65# MAX EACH (918).452-7021 FAX 403.1619 sales@dumium com j08 00. W074 (4)514"0 PULL-OUT= 8• 35" - 39' CUBE 1375# MAX. EACH (Q-1"0 PULL-OUT= 6. 40' - 42" CUBE 1835# MAX. EACH NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -11 OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER I.C.C. EVALUATION SERVICE INC.. ER 94627 NOTES: 1. DO NOT USE ALUM. 'T BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4' OR 7' I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE 2"X ' X O " AT STEEL 7" BRACKET. ' .. . A X.18811 ASTM, STEEL 3116" I/ 'A 3TM A36 STEEL 3" SQ. POST (STL.) -- - OR FLUTED OR 4" SQ. POST (STL) INSERT PL.1 /2"THK. 111711 1/2" 1 1/2" 1/2" 2" WELDED STEEL BASE PLATE 0„0e rL l a Ol "P ULC - , PLT. SIZE MAYBE USED WITH. POST 10"SQ.x1/2" B. C. F. G 12"SQx1/2° 8, C. D. F, G. & H 18'SQ xt/Y B. C, D, F, G, & H r� SEE FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS SIZE & TYPE (4)- 3/4"0 x 8" EMBEDMENT 10"x10"x 112" HILTI SS KWIK BOLT -II PER I.C.C. E.S. #4627, PULL-OUT VALUE=1875# EA. 12"x12"x 1/2" (4)- 1'0 x 9" EMBEDMENT r1 HILTI SS KWIK BOLT -II NO. .7 48 WPER I.C.C. E.S. #4627, c PULL-OUT VALUE=1995# EA. Exp. 3 � 18"x18"x 1/2" (4)- 1"0 x 6" EMBEDMENT L CNIHILTI SS KWIKBOLT-II V� O� PER I.C.C. E.S. #4627, PULL-OUT VALUE= 3740# EA NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED IIw ,:'�• I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMSELL & ASSOCIATES, INC. COLUMN LIVE LOAD- PATIO COVER SYSTEM DURALUM PRODUCTS, AS MFG. BY: INC. (1)-1/2"OM.B. REPORT NUMBER DATE 10@3/2007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING SQUARE x9" LONG. 1" FROM END 9 OF 29 SEE FTG OF POST ALTA LOMA, CA (951) 741-2107 SCHED. NOTES: 1. DO NOT USE ALUM. 'T BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4' OR 7' I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE 2"X ' X O " AT STEEL 7" BRACKET. ' .. . A X.18811 ASTM, STEEL 3116" I/ 'A 3TM A36 STEEL 3" SQ. POST (STL.) -- - OR FLUTED OR 4" SQ. POST (STL) INSERT PL.1 /2"THK. 111711 1/2" 1 1/2" 1/2" 2" WELDED STEEL BASE PLATE 0„0e rL l a Ol "P ULC - , PLT. SIZE MAYBE USED WITH. POST 10"SQ.x1/2" B. C. F. G 12"SQx1/2° 8, C. D. F, G. & H 18'SQ xt/Y B. C, D, F, G, & H r� SEE FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS SIZE & TYPE (4)- 3/4"0 x 8" EMBEDMENT 10"x10"x 112" HILTI SS KWIK BOLT -II PER I.C.C. E.S. #4627, PULL-OUT VALUE=1875# EA. 12"x12"x 1/2" (4)- 1'0 x 9" EMBEDMENT r1 HILTI SS KWIK BOLT -II NO. .7 48 WPER I.C.C. E.S. #4627, c PULL-OUT VALUE=1995# EA. Exp. 3 � 18"x18"x 1/2" (4)- 1"0 x 6" EMBEDMENT L CNIHILTI SS KWIKBOLT-II V� O� PER I.C.C. E.S. #4627, PULL-OUT VALUE= 3740# EA NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMSELL & ASSOCIATES, INC. COLUMN LIVE LOAD- PATIO COVER SYSTEM DURALUM PRODUCTS, AS MFG. BY: INC. SHEET REPORT NUMBER DATE 10@3/2007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 & 30 psf HORIZ. WIND 8289 ALPINE AVE, SACRAMENTO, CA 95826 9 OF 29 SCALE NONE ER- REVISED BY: KK & D.P. ALTA LOMA, CA (951) 741-2107 AND EMBEDMENT 9D,100 & 110 MPH (918).452-7021 FAX 403.1619 sales@dumium com j08 00. W074 COLUMN / POST TYPES & ..._SU.RFACE MOUNT ATTACHMENT DETAILS =L �� 3.00 SQ. I�2104SMS 024 S, C. 3 'TPLASTIC 3.00" SQ. _11.0 3.00" SQ. o --i ,� G =3"S .xt=.188" H=3"SQ.xt=.250" 1;1 _ SIDE 6.5" 3„ O 075" o U=4"SQ.xl=.188'11 o 14"R K=5"SQ.xt=.188" TYP..040" ALUM. 2 tO324" .048"STEEL3.0" .28" O O 4.0"OR 5.0" O 5/LU 3" SQ. ALUM. POST 3�SQ_A - - .- S O 3004-H36 MAQ POST SQUARE WITH'SIDEPLATES DO 3" SQ. ALUM. POST STEEL POST ALLOY 3004-H36 A uALUM. n ALUM: ALLOY 3004 H36 �3"'SQ. STEEL -POST AS A653 SS GRADE 40 ALUM. ALLOY 6063-T6 A60-SS-GRAM0 b ALUM. ALLOY 3.00" OR 6063-T5 2.0" QRO�E 2.40" cJ 1• C AS 1.375"� 7/16" OHOLE 56" 2 FLANGES ~ O 0 2 1/8" APART No. 79 8 .75" 0 ASTM A653 SS GRADE 40 STEEL 1.125" 2.5" �• 3f c 75" 75" BASE FLARES ` DFGES 1.60" TYP - SDE O r+N��- Q' 'i�% 1.5 INSTALL WASH. PLATE TYP• USE FOR 3' 11r- 7- PO LY 5.50" (.'{�. •090" IV x 6/16' x bJ�' WHEN USING T• 1-7/16"0 HOLE IN 110 MPH WIND AREA „ & 2-3/8" HOLES � 2- 5/16 0 HOLES TYP. EA. SIDE 2 .070" BRACKET FOR 3" POSTS' ALUM'T' BRACKET STEEL 'T' BRACKET 5 T=.060" TYP. (3)-3/8" LAG SCREWS OR 4 -1/4" LAG SCREWS e" 21/8" 21/8 "T' BRACKET (2.5" PENS. INTO WALL) 7/a" $� @ 3"SQ. POST W/ 3" J v �* (2)#12 SMS EA 3" SQ.'ALUM POST SIDE OF POST OR ® 1/4 iM.B. THROUGH / POSTy " 7 GA. PL. (.18 ) ���l� T11121040 1 11/18'(4 ROD 3/16" STL. 3.. AUGER PARTS PAINTED 20"_ :, L "RUST-0-LEUM" OR EQUAL •3"SQ.POST BRACKET: 2 1/2"x 2 1/2" OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. x 7 GA. STL OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4• DIA. 9 GA. 6063-T5 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER RAFTER BRACKET ASTM A-36 HELIX 3 16 99A6'k7 GA. STEEL PLATE SINGLE PASS WELDED NOTE: - ASTM A36 AUGER ANCHOR 3"SQMAY BALUM. POE USED ST AUGER RUST-O-LEUM O EQUAL ONLY. OR HOT DIPPED GALVANIZED ,� ,� H BRACKET NOTE:- OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED USED FOR 10 L.L.ATTACHED STRUCTURE ONLY. STEEL FOOTING. O SEE CONC.-SLAB POST SPACING TABLE FOR SPACING. I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY: KK DATE 1023/2007 TOM CAMBELL & ASSOCIATES, INC. ' UVE LOAD = COMMERCIALAND RESIDENTIAL STRUCTURAL ENb1NEERING COLUMN I 10, 20 & 30 pst PATIO COVER SYSTEM AS MFG. BY: SHEET DURALUM PRODUCTS, INC. 8 OF 29 ER- SCALE NONE REVISED BY: KK & D.P. POST TYPES HORIZ. WIND - ALTA LOMA• CA (951) 741.2107 90, 100 & 110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 95826 Joe eo F0 487 (918) 452-7021 FA')f 403-1519 sales®duralum.com HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 cog C) WALL `� r' cnFASTENERS 1.75" O ROLLFORMED HANGER R.F. OR EM. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \� ALUM. PANEL 2x 0 \ 3x ALUM. RAFTER FASCIA BOARD EXIST. I ALLOWABLE PROJ. EXISTING 2 N f7 81" TLALUM.ALLOY 63-T6 .060 B EXTRUDED HANGER CHA EL RAFTER EXISTING EAVE CONNECTION ( 2 WALL rAJ 1 rl4t: J SEE TABLE 910 SMS C PANEL LOCKS OR #8 SMS AT EA. CONTACT 25'R 2.740" T=.060" W IV WALL FASTENERS SEE TABLE EXIST. RAFTER -+ CONTINUOUSA-RAIL WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 ROOF PANEL : (WHERE OCCURS) LL=10 LL=10 LL=20 LL=30 LL=10 LL=20 ALUM.ALLOY APPROVED 3" OR 4" 70 F D 6063 -Te AL M.AL INSUL. ROOF PANEL #10 SMS 0 EA. CONTACT Ix B C C eOY H J J K 110 D C C WALL CONNECTION H O I.R. WANGER C 1 EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD 16" O.C. SPACING AT MASONRY OR CONCRETE LL=10 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 A C C E H H J J K 90 B C C E H H J J K 110 D C C G H H J J K 9'-1" 5'-6" 2"x8" FULL 24" O.C. 2'-0" 23'-1" DESCRIPTION OF LAG SCREW SEE NOTE BELOW) zoA=1/4"0x1 AW W IV D}- LL in 1/2"@12" O.C. B=3/8"0x1 1/2"@16" O.C. C=3/8"0x1 1/2"@12" O.C. D=7/16"0x1 1/2"@12" O.C. E=3/8"0X2 1/2"@16" O.C. F=7/16"0x2 1/2"@16" O.C. G=7/16"0x2 1/2"@12" O.C. H=3/8"0x2 1/2"@12" O.C. J=1/4"2)x1 1/8"@16" A.B. K=1/4"0x1 1/8"@12" A.B. EXIST. RAFTER ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4" FULL OR 2" x 4"1'-6" FULL OR 16" O.C. V-6.1. 14'-5" 7'-7" 4'-5" 2'-0" 8'-5" 4'4" 2'-4- 24" O.C. 8'-2" 4'-3"2!-5" 2'-0" 3'-9" - 2"x6"FULL OR2'-0" 2"x8"NOTCHED 24" O.C. 17'-5" 9'-1" 5'-6" 2"x8" FULL 24" O.C. 2'-0" 23'-1" 22'-1" NOTE: 10, 20 & 30 L.L.= 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE. (2)-318"04" LAGS 3" APART VERT. AT 16" O.C. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 & 11.1.2. 1 0 SMS T8J Al 12' O.( No. 7948 Exp - 10# LL.=(2)#8 SMS EA. SIDE r2s I C0 20#/30#LL=(2)#10 SMS EA. SIDE _ 93/4" OR 1 1/2" 1 t 2x61/2" 5" MIN. RAFTER I A/4" OR 1 12" T #20x3"WD. SCREWS L.L.=20 30 PSF -#14x2 31V WD. SCREWS ALL THER DESIGN LOADS. RAFTER TO WALL CONNECTION O I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. HANGER CHANNEL DATE 10230007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING REPORT NUMBER SCALE: NONE AND BRACKET ER- REVIOED BY: KK & D.P. ALTA LOMA, CA (951) 741-2107 ATTACHMENTS 3/18 B,. 0 STEEL 0 1/410 HOLES,TYP. 0 NOTE: PROVIDE WATER 6 O PROTECTION METAL FLASHING O CAUCK JOIN'S AND SLOPE TO DRAIN TYPICAL BRACKET AT EVERY 2x MAX DIST. \ TO FIRST POST COVER SUPPORT BEAM OR WALL EAVE LENGTH 12'4" MAX OR 2x8 LEDGER RAFTER (3)�k 312- W.S. }#10x1 3/4" PATIO #1 COVER NOTE: PLACE "SIKA FLEX' OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED BRACKET CONNECTION BELONRAFTERWI 4I SAME CONNECTION LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: SHEET 10. 20 & 30 psf DURALUM PRODUCTS, INC. 7 OF 29 HORIL WIND a 8289 ALPINE AVE., SACRAMENTO, CA 86828 90, 100 & 110 MPH 1(916) 452-7021 FAX 403-1519 sales®duralum.com JOB NO. am4n RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B &C ALUM. ALLOY 3004-H36 OR EQUAL 2" �7f 8 5" * SEE NOTE BELOW 024" 032" 047' PATIO COVER SYSTEM AS MFG. BY: SHEET ALUM. ALLOY 3004-H38 OR EQUAL I- MAx 2" 6.S .024" .032" DATE: 10/23/2007 SCALE NONE 3.f7' 8 0" ALUM. ALLOY 3004-H38 042" OR EQUAL 10, 20 a 30 psf DURALUM PRODUCTS, INC. 8 OF 29 ER- REVISED BY: KK 8 D.P. ALTA LOMA. CA (951) 741-2107 RAFTER SPANS 8269 ALPINE AVE; SACRAMENTO, CA 95928 roe No °Finae�� *SEE NOTE BELOW (816)452.7021 f AX 403.1519 sales@dumtum.com 2 x 6 1/2" RAFTER (PSF)H.024 o N o DBL. 2 x 6 1/2"RAFTER a.I g' c n w o 3 x 8" RAFTER L.L.= (PSF) "T' (IN.) cg' 90 MPH 100 MPH 110 MPH vai a EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 90 MPH 100 MPH 110 MPH L.L.= (PSF) "T' (IN.) 90 MPH 100 MPH 110 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 .02424" 16" 14,-4„ 13'-0" 13'-0" 11'-8" 12'-10" 11'-4" 10'24" 16" 20'-Y' 18'-4„ 18'-4„ 16'-6" 18,_1„ 16,_0" 10 04216' 28•_2•, 25,_7, 25'-7" 22,_6„ 25,_2" 21,_2" 11'-8" 10'-7" 10'-T' 9'-6" 10'-4" 9'-3" 16'-6" 15'-0" 164" 13'-6" 14'-5" 13'-1" 24" 23'-0" 20'-10" 20'-10" 18'-9" 20'-6" 18'-2" 10 .032 16" 19'-1" 1T-4" 17'-4" 15'-6" 17'-1" 15'-4" .032 16" 27'-0" 24'-6" 24'-6" 22'-0" 24'-2" 21'-4" 24' 15'-8" 14'-7' 14'-2" 12'-8" 13'-11" 12'_3" 24" 22'-0" 20'-0" 20'_0" 18'-0" 19'-B" 17'-4" .042 16" 26'-4" 23'-10" 23'-10" 21'-6" 23'-0" 20'-10" 20 .024 16" 15'-7' 15'-7' 15'-2" 15'-2" 15'-2" 15'-7' 20 042 16' 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0 24" 21'-6" 19'-6" 19'-6" 17'-6" 18'-9 ir4r 24" 12'-4" 12'-N' 12'-4" 12'-4" 12'-4" 12'-4" 24" 17'-2" 17'-2" 17'-2" 17'-2" 17'-2" 17'-2' .024 16" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" .032 16" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 24" ' 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 24" 16'-6" 16'-6" 16'-6" 16'x" 16'-6" 16'_6„ 20 • 032 16" 14'-3". .1. 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 30 .024 16" 12'-5' 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 30 04224" 16" 17'-3" 1r-3" 17'-3" 17'-3" 17'-3" 17'-3" 24" '"' 11'-8" 1'" '' 11-8 1'-8" 11-8 11-8" 11-8" 24" 10'-2" 10'-7' 10'-2" 10'-7' 10'-7' 10'-7' 14'-7' 14'-7' 14'-2" 14'-7' 14'-7' 14'-7' 042 16" 19'-8" 19-8" 191-8" 19'-8" 191-8" 19'-8" 1 032 16" 16'-7" 16'-T' 16'-7" 16'-7' 16'-T' 16'-7" 24" 16'-1" 16'-1" 16'-1" 16"-1" 16'_1" 16'_1" 24" 13'-6" 1 13'-6" 131-T 13'-6" 13'-6" 13'-6" ' 30.032 16" 8'-10" 8'-10" 8'-10" .024 24" r -r' 7'-7' 7'-7' 16 11-9" 11'-9 ll. -9"11'-9" 24" 9'-7" 9'-T' 9'-7" 1 3-6 13' 6" 13' 6" 042 24" 13'-3" 13'-3" 13'-3" TRIBUTARY WIDTH B'-10" 8'-1 D° 7'-7': T-2" 11'-9" 9'-7" 9 .r 13' 6 13' 6 13'-3" 13'x" TABLE 8'-10" T-7' 11'-9 9'-7" 13' 6" 13'-3" * ENGINEER'S NOTE: WHERE SINGLE RA WN, DOUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" o.c. SINGLE RA SP NS ARE NOT EXCEEDED. P�j • Cq�� �041 PROJECTI16" NO• 7`9 $ SPAN / yv _ ;v O.H. �/� r Exp. 31 ; - CLEAR SP � '' d c IV- �. O.H. 0 e) 6 3 4 17� 4 C5:, B 4 5 9 10 5 5 6 6 11 6 7 12 6 7 13 7 8 14 15 16 1 17 7 8 8 9 8 9 9 10 18 19 9 10 10 � 10 11 11 11 �_ h TRIBUTARY TRIBUTARY - WIDTH 1 12 SPAN +O.H. 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 12 3' — 7 7 8 8 9 9 10 10 11 11 12 12 13 13 13 :•+ •• t, ' NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN 12 1 12 1 13 1 13 1 14 1 14 1 15 I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. UVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10/23/2007 SCALE NONE COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 a 30 psf DURALUM PRODUCTS, INC. 8 OF 29 ER- REVISED BY: KK 8 D.P. ALTA LOMA. CA (951) 741-2107 RAFTER SPANS 8269 ALPINE AVE; SACRAMENTO, CA 95928 roe No °Finae�� 90100&110RMPH (816)452.7021 f AX 403.1519 sales@dumtum.com PANELFASTENERS IL" X J 'I /L- VV P'AIVCL L.L.= PSF CT 24" 110- MPH 10 #10 S.M.S. 24" TRI --"V" PAN #10 S.M.S. L.L.= PSF 90- MPH #10 S.M.S. 100- MPH 110- MPH 10 #10 S.M.S. #12 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. IL" X J 'I /L- VV P'AIVCL L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER I.C.C. E.S. EVALUATION DRAWN BY: KK REPORT NUMBER DATE 10/23f2007 ER- SCALE: NONE REVISED BY: K.K & D.P. 90/- 0/110 MPH 750" ---4 .240" .075" 1. EXPOSURE B -&-C_ .860" I OPTD(o PRODUCTS ACRYLIC PER R9. I.C.C. E.R. 5411 OR EQUAL SKYLIGHT DETAIL 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 10 10'-2" 12'-9" 13'-4" 14'-7" 20 8'-10" 10'-3" 111-4" 12'-3" 30 7'-1" 4'4" 9'-10" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS �Oa -. A No. * 79 Z8 Exp. 3 ClN. / z12S1o� e LL.= PSF 90- MPH 100- MPH 11D -MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 pst DURALUM PRODUCTS, INC. ALTA LOMA, CA (857) 741-2107 PANEL FASTENERS HORIZ WIND= 6269 ALPINE AVE, SA $ OF 29 SACRAMENTO, CA 86626 5 O F 907as�4 90,100 & 110 MPH (816) 452-7021 FAX 403-1619 salas@duralum.00m SOLID PANEL -SPANS FOR COMMERICAL & PATIOS 26 --j. � •67" T=SEE TABLE BELOW •4 .40" —� T- 2 470" 40 1.48' 3.00.' I— 4.59' — 4.50" — I— 4.50" — 0 3.00" 4.5 24.00" ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI"V" PAN L.L.= (PSF) PANEL'T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0EXP.B EXP.B EXP.0 EXP.B EXP.0 10 .018 11'-0" 101-0" 10'-0" 9'-0" 9'-T' 8'-8" .024 12'-10" 11'-7" 11'-7" 10'4" 11'-0" 101-0" .032 14'-9" 13' 4" 13'-4" 12'-U' 12'-10" 11'-7" 040 22,-4„ 22,-4„ 22,-4„ 22,_4„ 22'-4" 22,_0„ 20 .018 91-6" 9'-6" 9'-6" 9'-6" 9'-6" g,_6„ .024 10'-T' 10'-7" 10'-T' 10'-4" 10'-T' 101-0" .032 11'-8" 11'-8" 11' 8" 11'-8" 11'-8" 11'-T' 040 17.1„ 17'-1" 17'-1" 17_1„ 17'-1" 17'_1„ 30 .018 7'-9" T-9" 7'-9" 7'-9" T-9" 7'-9" .024 g, -O, 91_01. 9,4)„ 9,41 9,4, 914y. .032 10:4" 1014" 10'-2" 1014" 1014" 10'-2" .040 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 90/100/110 MPH r 12r f .I- 3T948 . � Exp. 7�! Ck EXPOSURE B & C lw Q a nA el l nv 9nnd_{•L'3R!1R l=0tIAI 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.0 EXP.B EXP.0 EXP.B EXP.0 10 .020 15'-6" 15'-6"• 15'-6" 15'-0" 15'-6" 14'-6" .024 18,41 18,_1„ 181_1" 17'-4" 18_1„ 16'_8" 032 20'-9" 20'-9" 20'-9" 20'-4" 20'-9" 19'-8" 040 22,-4„ 22,-4„ 22,-4„ 22,_4„ 22'-4" 22,_0„ 20 .020 11'-3" 111_31 11'-3" 11' 3" 11,_3" 11,_3" .024 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 032 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 040 17.1„ 17'-1" 17'-1" 17_1„ 17'-1" 17'_1„ 30 .020 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 024 10'-6' , 10'-6' 10'-6' 10'-6' 10'-6' 10'-6' .032 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" .040 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" kaAl REPORT NUMBER ER- DRAWN BY: KK DATE:.10/23R007 SCALE: NONE REVISED BY: KK. 3 D.P. TOM CAMBELL & ASSOCIATES, INC. COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING ALTA LAMA, CA (961) 741-2107 PANEL SPANS LIVE LOAD - 10, 20330 pst HOW WIND - 90, 100 3 110 MPH PATIO COVER SYSTEM AS MFG. BY: SHEET DURALUM PRODUCTS, INC. 5288 ALPINE AVE, SACRAMENTO, CA 95826 4 OF 29 ms N0. GfQ7-0H74 (918) 462.7021 �AX 403-1618 aelas�Dduralum.ecm SOLID PANEL SPANS FOR COMMERICAL & PATIOS .7r, .09R. (I.S.) 6r' 4—FAN BEAM ALL UNMARKED RADII.06R co 25" � 2.5" T -CCC -C. COC/ A11.1 � ALUM. ALLOY 3004-1136 OR EQUAL 8"x2 1/2". FLAT PAN L.L.=. (PSF) "T". (IN.) 90,100&110 MPH SPAN EXP.B I EXP.0 10 .018 12'-9" 13'-9" .020 13'-6" 13'-6" .024 14'-9" 14'-9" .032 17'-4" 17'-4" .040 18'-9" 18'-9" 20 .020 9'-9.. 9.-9" .024 10'-6" 10'-6" .032 12'-8" 12'-8" .040 14'-2" 14'-2" 30 .020 8'-" 8--0- .024 8'-9" 8'-9- .032 10'4" 10'-4" .040 11'-8" 11'-8" EXIST. WALL EXIST. WALL HEADER CEILING FAN AND/ OR LIGHT FIXTURE ( MAX. 30 lbs. ) T=.070" TY . 3" FAN BEAM ALUM. ALLOY 6063-T6 90/100/110 MPH fl .. r EXPOSURE B & C .09R. (I.S.) .6r .25" ALL UNMARKED RADII .06R F 2.5" T=SEE TABLE BELOW i` ALUM. ALLOY 3004-H36 OR EQUAL ALLOWABLE SPANS L.L.= (PSF) 2" x 3" FAN BEAM 10# 20'-7" 20# 15'-6" 30# 12'-9" ATTACHMENT AT HANGER CHANNEL SEE SCHED. FAN BEAM HANGER ANNEL 3" FAN BEAM #12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL 1rXr FAN BEAM ATTCHMENT AT HEADER FAN BEAM 3" #12 x 3 1/2" ATI 042"x3"x8" HEADER REPORT NUMBER DATE: 10/23/2007 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS SCALE: NONE ALTA LOMA, CA (951) 741-2107 Fau avaae N. 379=48 Exp.Q C1VIl. 6"x2 1/2" FLAT PAN L.L.= (PSF) "T' (IN.) 90,100 &110 MPH SPAN EXP.B EXP.0 10 .018 13'-9" 13'-9" .020 15'-U' 15'-0" .024 16.-9.. 16'-9" .032 19'-2" 19'-2" 040 20'-7" 20'-7" 20 ,020 10'-8" 10'-8" .024 12'-0' 12'-0' .032 14'-0" 14'-0" .040 15'-6" 15'-6" 30 m fTl .020 8,-9.. 8.-9.1 .024 9'-10" 9'-10" .032 11' .040 2'-9" ri 12'-9" UOELOADL PATIO COVER SYSTEM AS MFG. BY: SHEET 10, 20 & 30 psr DURALUM PRODUCTS, INC. HORIZ WIND = 8269 ALPINE AVE4s OF 28, SACRAMENTO, CA 85828 29 ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H" NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAIL — SO..LID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL'S, SHT. 7 TH - "^�L ••,uC7U EpRO/FCT pN F NSSEO ES SEESCHEDULE HEDULE �ROOF PANEL MIN. 0.5' SLOPE PER FT. 0 'O.H.* NOT TO EXCEED 25 OF SPAN SEE DETAIL FOR SPLICE -'^GFS TRUCTURE�gR ROOF PANEL 12 x 9' STEEL ROD O.H SEE SCHEDULE FOR SPANS COMPQNTENT UNLESS OTHERWISE SHOWN PoST OPTIONAL: CANTILEVER PATIO COV -SYSTEM AS MFG. BY: SHEET BE ENC,_OSEO O. SES SE E SCHEDULE 1 112" SQ. SCROLL POSTS -07 (918) 452-7021 FAX 4031519 salos@duralum.com ) ha6c,/ ? OST SPACING OF SPAN O•H. 3 1/2' SLAB ATTACHMENTR ALTERNATE: 25p5 OF MAY BE USED WHERE SCpq�NQ ' HEDULES SEE SCHEDULE FOR Sp C O PERMITTED. SINGLE POST 3 12" SLAB SEE SCHEDULE X5°6 MAY BE USED SEE SCHEDULE 0 FSpyN MAX HT.= 12' SINGLE POST Y FOOTING, SEE SEE SCHEDULE SCHEDULE r� NOTE: NO SPLICE AT THIS I 11 NOTE NIO SPLICE ATOST) f 1 POST ANDA END BAYS. FOOTING WHERE REQUIRED �/ SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS I CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHER T\/I7C IlAl1 A-TAnuCn C' Iwlnl r C' MALI �'y, lA/ll1ANw1T11 r\R"'Pf l ALUMINUM -'^GFS TRUCTURE�gR ROOF PANEL 12 x 9' STEEL ROD O.H SEE SCHEDULE FOR SPANS COMPQNTENT UNLESS OTHERWISE SHOWN (MgyNOj LIVE LOAD PATIO COV -SYSTEM AS MFG. BY: SHEET BE ENC,_OSEO O. HORIZ. NAND = 8289 ALPINE AVE:, SACRAMENTO. CA 95928 )a No. GM 90, 100 & 110 MPH -07 (918) 452-7021 FAX 4031519 salos@duralum.com ) "O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE �. T SEf OPTIONAL: CANT E SO. POSTS, SIZE VARIES SCpq�NQ ' HEDULES SEE SCHEDULE FOR POST SPACIN O•H. 3 12" SLAB X5°6 MAY BE USED ALTERNATE: 0 FSpyN TO CONSTRAIN ___- SINGLE POST Y FOOTING, SEE SEE SCHEDULE SCHEDULE I 11 NOTE NIO SPLICE ATOST) D AT END BAYS. FOOTING WHERE REQUIRED __/ SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x 9" STEEL ROD TYPE T" FREESTANDING\,% E.S. EVALUATION oRAwN BY: KK SRT NUMBER DATE:1ornaw SCALE NONE REVISED BY: KK & D.P. SEE DETAIL FOR SPLICE 1 1/2" SQ. SCROLL POSTS 3 1/2' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SCHEDULE I WA � XiIdT.= 12' d WHERE REQUIRED _—/ DULE FOR FOOTING CUBE SIZE 11 NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ALUMINUM OF CNtJ`, ROOF PANEL MIN. 0.5' SLOPE PER FT. O.H S�uC�RE VARIES SEE SCHEDULE `+�� FOR SPANS (YROT BE�CLOSEO ) O.H P 'O.H" NOT TO EXCEED 25% r QF SPAN SEE DETAIL FOR SPLICE R BEAM pOST OPTI NAL: CAN LE1 SQ. POSTS, SIZE VARIES SEESOp CHEOVL�S SEE SCHEDULE PST SPACING R LAB O // C .ALTERNATE: OF SP SINGLE POST s SEE SCHEDULE ( NOTE O SPLICE A THIS POST D AT END BOYS. FOOTING WNEf SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ANTILEVER OPTION TYPE "D" FREEST TOM CAM13ELL & ASSOCIATES; (NC. SOLID PANEL COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES ALTA LOMA. CA (951) 741-216 BEAM IPE SIZE NOTE: EACH COMPONENT IS INTER - 12 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPQNTENT UNLESS OTHERWISE SHOWN DING MULTISPAN W,/CANTILEVER OPTION LIVE LOAD PATIO COV -SYSTEM AS MFG. BY: SHEET 10, 20 & 30 pat DURALUM PR DUCTS,.INC. 2 OF 29 HORIZ. NAND = 8289 ALPINE AVE:, SACRAMENTO. CA 95928 )a No. GM 90, 100 & 110 MPH -07 (918) 452-7021 FAX 4031519 salos@duralum.com RAFTER. SEE TABLE FOR SIZE AND SPACING MAX. PRQJ. SEE SCHEDULE \ MAX. O.H. O.H 7sd e, 25% OF SPAN SEE SCHE LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- r CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER SCALE: NTS T/r1C IICU ATTAl�LJCr1 C+IKlr+l r- C+I RAFTER, SEE TABLE MAX. FOR SIZE SEE SI AND SPACING MAX. O.H. O•H 25% OF SPAN q�y _G G C OST HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES 6,hSTi'VG NONE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE e(q�O�G MAY NST BE ENCLOSED OR COVERED. RAFTER, SEE TABLE \ FOR 811E . AND SPACING 26% OF F SAq 6� . t I POST HEIGHT POST WITH SIDE- LATES SEE DETAIL 3 12• SLAB ATTACHMENT MAY SE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE S p NO • THIS OPEN LATTICE-TYPESTRUC �OFES MAYO =BE ENCLOSED OR CO Q . NOTE: THIS No. LENGTH OF STRUCTURE VARIES EACH COMPONENT IS INTER - 3 EABLE WITH ANY OTHER DNTENT UNLESS OTHERWISE SHOWN. T/11r- Ilr•11 A T A - Ir MAX. PRa. SEE SCHEDULE SEE POST DETAIy.' LENGTH OF STRUCTURE VARIES S�TSA NOTE: EACH COMPONENT IS INTER- A 3 ire LASTO �t q Qp�. CHANGEABLE WITH ANY OTHER MAYBE USED SFFT sA 0j FOONG 8EE COMPONTENT UNLESS OTHERWISE SHOWN. °eCF N SCHEDULE NOTE: EACH COMPONENT IS INTER - OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING I.C.C. E.S. EVALUATION DRAWN BY: KK REPORT NUMBER DATE:101=007 FR_ I SCALE: NONE IIII -POST WITH SIDE- PLATES SEE AIL 31R'SLAB ATTACHMENT MAYBE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TWE STRUCTURE oj MAY NST BE ENCLOSED OR COVERED. ^ POST CROSS -SECTION. - ,SEE POST OFT 3 12' SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE PAN LATTICE STRUCTURE TOM CAMBELL & ASSOCIATES, INC. OPEN LATTICE LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: FSHEgETCOMMERCIAL ANDRESIOENTIALSTRUCTURALENGINEERING 10,20&30pst DURALUMPROpUCTS,INC. T) _. .__.._.. _.� STRUCTURES . o,� - - - v ATTACHMENT DETAIL FOR INSULATED STRUCTURAL NDWICH PANEL SKI INCH LL = 10 LL=20 LL=30 _-� L: 1-0 18'-0" 112'=9" 10'-" ALUM.ALLOY 2.740" ROOF SLOPE SHALL BE 1/47:12" MIN. 4„ .024" 21'4" 15'-1" 12'-4" 6063-T6 .032" 22'4" 17'-4" 14'-3" HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR.CONC.) WIND AT 2z FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD AT MASONRY OR 16" O.C. CONCRETE LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 A C C E H H J J K WIND DESIGN S.M.S B C C ��O��SS 4� �, (`q�A 3.200" OR 4.200" T=.060" G H H J J K 90.MPH #14 . @ 12" O.C. DESCRIPTION OF LAG SCREW �� WALL FASTENERS O APPROVED W A=1/4"0x1 1/2"@12" O.C. B=3/8"0x11/2"@16"O.C. 1/2"@12" O.C. D=7/16"0x1 1/2"@12' O.C. 10b MPH #14 @ 10" O.C. SEE TABLE INSUL. ROOF 110 MPH #14 @ 8" O.C. V. r PANEL . 'c --3=0R 4" STRUCTURAL SANDWICH PANEL NOTE: #14 SMS SHALL HAVE � PASO. 3 948 ELITE ALUMINUM CORP. I.C.C. ER -5658 A MIN. 1" PEN. INTO HEADER ?' ;vSEE FOR PANEL SPANS AND DESCRIPTION DETAILS. Ex p. 3 #12 SMS T&B 1.880 " AT 12" O.C. ---I ��q CIU��. �Q- �nivl 3" OR 4" HANGER CHANNEL HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 2006 IBC, 2006 IRC OR 2007 CBC. OPTIONAL DECORATIVE FASCIA #14 S.M.S. ( WOOD, ALUM. OR HARDSORD ) SEE TABLE ABOVE -, EXTRUDEDI EXTRUDEQ�P EDGE "IR3" GUTTER VIA PANEL SPAN TABLE I I r APP_ROVED OPTIC -� H. LBEAM HEADER OPTIONAL NON-STRUCTURAL FASCIA, Q PANEL INCH SKI INCH LL = 10 LL=20 LL=30 _-� L: 1-0 18'-0" 112'=9" 10'-" .24,- .032" - 14'-5" 12'-44" 4„ .024" 21'4" 15'-1" 12'-4" .032" 22'4" 17'-4" 14'-3" HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR.CONC.) WIND AT 2z FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD AT MASONRY OR 16" O.C. CONCRETE LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 A C C E H H J J K 90 B C C E H H J J K 110 1 D C C G H H J J K DESCRIPTION OF LAG SCREW ZZ waw <No-C=3/8"0x1 A=1/4"0x1 1/2"@12" O.C. B=3/8"0x11/2"@16"O.C. 1/2"@12" O.C. D=7/16"0x1 1/2"@12' O.C. E=3/8"0X2 1/2"@16" O.C. J=1/4"0X1 1/8"@16" A.B. F=7/16"0x21/2"@16"O.C. K=1/4"0x11/8"@12"A.B. G=7/16"0x2 1/2"@12" O.C. H=3/8"0x2 1/2"@12" O.C. j a zg,0`7 RAIN GUTTER PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE l 3ui OF INSULATED ROOF PANEL INSULATED ROOF PANEL TO APPROVED TO APPROVED BEARING WALL SYSTEM NON-BEARING WALL SYSTEM. PANELS SHALL BE ELITE ALUMINUM CORP. I.C:C:,ER- OR APPROVED EQUAL THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED 1N THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT FOR USE WITH PATIO COVERS COMPLYING WITH 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE OR 2007 CALIFORNIA BUILDING CODE WHICH MUST BE SUBMITTED WITH DURALUM PATIO COVER DRAWING. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTE[ I.C.C. E.S. EVALUATION Q DRAWN BY: KK p TOM CAMSELL & ASSOCIATES, INC. LNE LOAD= (PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10232007 N COMMERCIAL AND RESIDENTALSTRUCTU'.. ENGINEERING INSULATED ROOF . 1q 20 d 30 Psf DURALUM PRODUCTS; INC. SHEET SCALE: NONE PANEL CONNECTONS 29 OF 29' ER- ALTA LOMA CA (951) 741-2107 0, 100 WIND 8289 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: K K..d D.P. 90, 100 d 110 MPH (918) 4S2-7021 FAX 403-1519 salw0clumlumwm JOB Bo.°saxes°» RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 �_e€- �a�r�etti--neesl.-.•.� i i—Nci8—2[4.6 Cr ? ac ^fit €lGkn. "DLCF?rFd hs1L t c�ric�i�al ill!aF 'a -J N R- iittclf SPACE ABOVE TRIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. RIPPERGER, ANTHONY & NflNDY L BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 3132 CLAREMONT DR 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS OROVILLE BUTTE CA 95966 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 3130 CLAREMONT DR B08-1301 (530) 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT DG PERMIT TELEPHONE NUMBER r OROVILLE BUTTE CA 95966' 11-13-2008 CITY COUNTY STATE ZIP s16NATuTu OF AGENCY OFFICIAL DATE SAME NONE UNIT OWNER (if also property owner, write "SAME" DEALER NAME (if not a dealer, write "NONE") SAME NONE MAILING ADDRESS DEALER LICENSE NO. SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION FLEETWOOD HOMES OF CALIFORNIA, 2006 WATERFORD 4563B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUIvMER CAFL617AB29836-WA13 56'3" X 26' PFS0985865/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNL4/LABEL NUMBER(S) REAL PROPERTY LEGAL, DESCRIPTION: SEE ATTACHED ASSESSOR'S PARCEL NUMEBER: 079-030-022 A E)'hl k*l -� � .ECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL DOCUMENT. AND TAX STATEMENT TO: Mr. Anthony Ripperger 3132 Claremont Dr Oraville, Ca. 95966 2008-0121 1 2239 Recorded I Official Records 1 County of I Butte I U44DACE J. 6RUBBS I County Clerk-Recorderl 1 i 02:00PM 04 -Apr -2008 1 REC FEE 17.00 TAX 209.00 KL Page i of 4 _Space Above This Line for Recorder's Use Only A.P.N.: 079-030-022 File No.: 0403-3039138 (CB) GRANT DEED The Undersigned Grantor(s) Dedare(s): DOCUMENTARY TRANSFER TAX $209.00; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ X computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, X unincorporated area; ( I City of, and FOR A VALUABLE CONSIDERATION, receipt of which is here, � acknowledged, Lona Castleberry, a married woman I R� �lsW' So�� 0-t(CQ ��-' V/, col hereby GRANTS to Anthony Ripperger and Mindy L. Ripperger, husband and wife and Marlys �L Ripperger, an unmarried woman, all as 3oint Tenants the following'described property in the Unincorporated Area of, County of Butte, State of California: LOT 196, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OROVILLE WYANDOTTE FRUIT LANDS, UNIT NO. 6", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 8, 1929, IN BOOK 10 OF MAPS, AT PAGE(S) 3A, 4A AND SA. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND: BEGINNING AT THE SOUTHEAST CORNER.OF FsAID LOT 196; THENCE WEST ALONG THE SOU'Tl::.I":E ^F SAID LOT, ADISTANCE OF 12: FEET; TucwzCE NORTHERLY "!`dam PARALLELTO THE EAST LINE OF SAID LOT 196, A DISTANCE OF 120 FEET; THENCE EASTERLY AND PARALLEL TO THE SOUTH LINE OF SAID LOT 196, A DISTANCE OF 125 FEET TO A -POI -NT- ON - THE EAST LINE OF SAID LOT 196; THENCE SOUTH ALONG THE EAST LINE OF SAID LOT 136, A DISTANCE OF 120 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 196; THENCE WEST, ALONG THE SOUTH LINE OF SAID LOT, A DISTANCE OF 125 FEET; THENCE NORTHERLY AND PARALLEL TO THE EAST LINE OF SAID LOT 196, A DISTANCE OF 120 FEET TO THE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING, EASTERLY AND PARALLEL TO THE SOUTH LINE OF SAID LOT 196, A DISTANCE OF 125 FEET TO A POINT ON THE EAST LINE OF SAID LOT 196; THENCE NORTHERLY ALONG THE EAST LINE OF SAID LOT 196, A DISTANCE OF 51 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF SAID LOT 196; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID LOT 196, A DISTANCE OF 125 FEET, MO 2E OR LESS, TO A POINT WHICH BEARS NORTHERLY AND. PARALLEL TO THE EAST LINE I IF LOT 196 FROM THE POINT OF BEGINNING; THENCE SOUTHERLY AND PARALLI L TO THE EAST LINE OF SAID LOT 196, A DISTANCE OF 51 FEET, MORE OR LESS, TO THE 1 OINT OF BEGINNING. Jul 07 08 12:42p n top Duppa Villa Mobile Homes 559-674-6808 p.3 STATE OF CALJFORNLA BUSINESS, TRANSPORTATION AND HOUSING AGENCY 787; : DEPARTMENT OF HOUSING AND COMMUMTY DEVELOPMENT DIVISION OF CODES AND STANDARDS 5 9 7 9 6 MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTIUNIT MANUFACTURED HOUSING---- ❑ SFD (SINGLE FAMILY DWELLING) ElMUMH ( MULTI -UNIT MANUFACTURED HOUSING (NUMBER OF TRANSPORTABLE SECTIONS MMER I COACH: OCCUPANCY GROUP FLEETWOOD HOMES 1AANUFACTURER LICENSE NUMBI OF CAi'IFORNIA, INC. POABOX 1308 SAVE' SUGGESTED RETAIL PRICE • WOODLAND MAIRWUS: (Suee State CA Za 9 5 77 6 MANUFACTURER TRADE NAME: MODEL NAME AN010R NUMBER: WATERFORD DATE OF MANUFACTURE: 4563E 2 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DUPPA VILLA MOBILB HOME SALES TRANSFEREE DESIGNATION: DATE OF DEALER OR TRANSFEREE ADDRESS: 25786 H GATE'WAy StreeQ MADHRA INVENTORY CREDITOR NAME: C' Stele CA Zi COD INVENTORY QREDITOR AOORESS: SLreeQ CI State Zi SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL (I -SI, NUMBER LENGTH WIDTH WEIGHT ZINCHES CAFINCHES L617A29836-WA13 POUNDS PFS0985865 2 CAFL617B29836-WA13 0 PPS0985866 fttWT§RkNiLZ HOME TRANSPORT TRANSPORTER ADDRESS: P•O• BOX 75 DESTINATION FOR UNIT DESCRIBED ABOVE: I eertay under penally 13 �„ry under Ill W" w He Slee 01 Ce that that Ine ee�„e raw aro we ane cornea. - ct /2006 WOODLAND Executed on YOLO !Data) (C7"EDITOR. (County) SIGNATURE OF AUTHORIZED AGENT: AISTRIBUTI(�I : ORIGINAL (pIN1C) FOR TO THE INVENTOLESS jtiE I ISNONE. THEN FORWARp TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (w"Irl FOR 0 TO THE DEPARTM.O. BOX 18M SACRAlENTO, CA 95872-1828, WITHIN FIVE (5) DAYS OF RELEASE COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1. (7187) 'MAR -16-2002 SAT 05:11PM ID: PAGE:3 BUILDING PERMIT NUMBER: B08-1301 Address or location of unit: 3130 CLAREMONT DRIVE, OROVILLE CA 95965 Legal Description of Real Property: 079-030-022 SEE ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: RIPPERGER, ANTHONY & MINDY L Owner's address:3132 CLAREMONT DRIVE, OROVILLE CA 95966 INSIGNIA OR HUD NUMBER:PFS0985865/6 SERIAL NUMBER OR V.I.N.: CAFL617A/B29836-WA13 MANUFACTURER'S NAME: FLEETWOOD HOMES OF CALIFORNIA, YEAR: 2006 OFFICIAL APPROVING INSTALLATION: ` ��Xwm, DATE:11-13-2008 PHONE: (530) 538-7541 H.C.D. 513 0 ANTHONY J RIPPERGER MINDY L RIPPERGER 3132 CLAREMONT DR OROVILLE, CA 95966-6807 Pay to the Order of m ..®Wills 'Fb'rgO Bank, NA '�'NMr/argocem "'�` � -try+ �.-, 'For 2 2000.2 4 71: 0372799486um 010 41 N Sk,4 , RESID , ENTIAL :3 pE IT#95-0220 .064-,400-052 WARNEI sT 4,eonarA n N Sk,4 , RESID , ENTIAL :3 pE IT#95-0220 .064-,400-052 WARNEI sT 4,eonarA n iy4-4.0W,TluldtW84 �Ct-'Le G kPrd�.-Detl .; nev SO t=7 fi J ,y 17 �5 • 7110f JOB FINALED (Date) ZL /2—./ Signature x 19�. =rc J=Ok O = Not OK Not = Not Readyable - MOBILE HOMES r. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Net. or/ P L" ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 MISCELLAYEZUS Date DECKS ERS, CARPORT GES, P s OK except #'s onin ments-Setbacks-Easements otings; Soils -Size -Depth -Spacing -Connectors -Steel 3-f.]eckg• r:r'darg and/or Joists- Decking-Bracjng-Stairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s L' Plans OK exce t #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line Setbacks -Easements 3. Gas; MH Test-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLAYEZUS Date DECKS ERS, CARPORT GES, P s OK except #'s onin ments-Setbacks-Easements otings; Soils -Size -Depth -Spacing -Connectors -Steel 3-f.]eckg• r:r'darg and/or Joists- Decking-Bracjng-Stairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Date Card B-1 Date Card B-1 SI) 4g 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg_ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date 11142—Z4 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 and B -i Date Card B -i Date O L' Plans OK exce t #'s 1. Setbacks -Easements Date Card B-1 Date Card B-1 SI) 4g 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg_ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date 11142—Z4 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK O=Not OK - = Not Applicable = RESIDENTIAL. (Single ' Not Ready & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Fig., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11, Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mach. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive 0 Yes ❑ No; Walks O Yes O No; Planters ❑ Yes 0 No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace: Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION. AND PERMIT 15-0po A39EssoR PARCEL NUMBER 064-400-052 ZONING IR1 BUILDING PERMIT 1 OWNER LEONARD WARNER SOt 172 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 14406 TULANE CT MAGALIA 520 M 360.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTO WS MAILING ADDRESS ' Fireplace CONSTRUCTION LENDER. UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Ening Fee $ 20.00 Permit Fee $ 117-00 ARCHITECT OR ENGINEERLICENSE No. Plan Checking Fee $ ARCHITECT OR ENGINEEWS MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BulLowc ADDRESS 14406 TULAINE CT PERMIT FEE $ 213.05 MAGALIA PLUMBING PERMIT Filing Fee 20,00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome O Other PRT nFT (;ARAf;F SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New QX Addition ElRemodel O Utilities O Installation O Other ❑ Describe Work: 19NIKN BUILT W/O PERMITS PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceeOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00NEW OR ADONS.T ( ° 8ELLINACCC OLDS. ) OCCUP. p $.5C FT°. 18.20 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification f 1, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a KCertificate of Consent to Self -insure. i I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. NEW CONST. MULTI.OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POW ER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .so Ex. Occup.FIXEO APPLNS. OR ( OUTLETS IRESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 38.20 Contractor MECHANICAL PERMIT Filing Fee 20.00' Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all .ents, costs, and expenses which may in any way accrue against said equence of tl�gronting of this permit. p A r \ Q�.v��` Date cL — / ^ �� =gnatre pplicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspectio Fee $ c tc L T TOTAL FE X1 251.2 IIA �s IMP F10O 0� c F PARCEL PD +---+ HD Issu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D to � A / PERMIT EXPIRES ON S/b ! stet Receipt No. 171276 WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT F z , COUNTY OF BUTTE ; { BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES C 1469 Humboldt Road, Chico, CA - (916) 891-2751 4 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6.307 CORRECTION NOTICE - �5 Z2 e OWNER PERMIT NO. .a A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional itional explanation, please contact this office immediately. - Date --�� ' C/� Inspector REV 10/92 t I:.II. Illy IINI, Hol Him Alludwil .!Zr_!s-c, Floor Him Alluahwl Sunl In II,I), _2Z _ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal � Water Supply: I'ublic _ Clearance for bedroom mobile home. Other Hold final for: Final clearance O.K. ior: NOTE: / S' Environmental Speclali t 8/92 AP# Private -Well /.-?,/ I y 7S --- Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOP T J �SCERVIICES - BUI;ING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFO.RNIA��959665 - TELEPHONE (916) 5538-7541 PERMIT APPLICATION DATA SHEET OWNER W No. D ®S� Proposed Building Use ICX�_ Ci o Building Inspector 1�w Date L - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . .................. ..................... 11. Impact fees as shown on attached schedule . .. ........ ................. . 12. California Department of Forestry plan approval fees . .... Zt ....... . 13. Flood elevation letter (100 year floo ) t_y California ngineer. . ............. 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . .................. ............... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. e1 � 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applic Q Date 1;7, Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issu e. i cle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Dateo2�S Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE Department of Development Services Building Didision Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 0personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) _ Q,a 2�I (have/have not) _ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but : have hired the following person to coordinate, supervise, and provide'the major work: . Name . Address _ _ City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: A� Property Owner Q �lJ Social Security mbe _ S"Y fT-- eo ^ ?.a 7 Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. ljd= a�' � '► � rel ENVIRONMENTAL HEALTH FEB ;! 1995 Chico, Callfomia ------Butte County Environmental . Health Date P� IqAl ALL STRUCTURES AND ECIUIpMENT INCLUDING �OVERHANGS SHALLPE CLEAR OF ALL EASEMENTS. B'*? /�,�.� FROM THE SIDE AND O. F1RE Q�TRY A T BACK OF c-4/ AL EE T. O, FGR 4� /- . FROM THE REAR PROPERTY LINES AND C „pitted �� �- FROM THE ROAD CENTERI-INE SHALp SE approved as sw With c�,nd:W0ns CLEAR OF STRUCTURES AND EL�UIP�.4E EXCEPT paved qui h �r1e�t � 3 � .-- FORA 2 FT- EAV E OV ERHANG• ���t attaer`ed v .r pita gu�nauue /.So. 9 �\<0 e �mQ\gid o. gyred oX1�te coved ^�• a e� mer�5 aid aQp lea's OF, l deo vi rol 6 ,;3,62' o� P� �� `CDF_FIRE_SAFE_REQUIREMENT 0 220 Gt1�2 L��.e-rte AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ( ] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app.irte7iant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ ] 2. The length of ver:ial curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ ] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ ] 1270.10 Width. All driveways shall provide a minimum 101100t\A� traffic lane and unobstructed vertical clear�e-of feet along its entire length. �'' Page 1 a£ ? , `®sA� �6ok? I? . . AP # PERMIT # NAME [ J 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway.. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ ) 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [D(!1 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction ,r• fi_ial inspection of a building permit. Page 2 of 3 Y;. W G t% q0 �S2_ AP # GI S� 02.2�c� PERMIT # Other Recruirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves NAME [ ] If Buildincr Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic spri.ikler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials v Uex Date Signature Page 3 of 3 r �.D This set of pleas and speeiSoations MOSTbe kept on thajob at'all times and it is unlawful to madke axV changes or alterations on same without written permission from the Department of Fulallo Worka, County of Botta -4 X L M�CH��I�A� Mo FLUMBING E�CTRICAI �� P� C��ECKE® 1 b CUR�Er4-T E®!TIO" coNE-TRU� ��lo� �.N OAALLGF tom UtAC AND UPC. 3 k�n - NOTE: All Materials & Workmanship shall Be in Accordance with Recognized Good Practices and of a Quality Prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code. GFCIs In kitchen, bathrooms, garage, aad exterior outlets per Art. 210-8 NEC. N � V O pn a �n � O X N N 4 \� p 3 X Cl rl� o � m �IJ14 C� y 4 p��Ow,, n SAX?- C Qa pn a �n 0� C* N 4 \� p 3 X Cl a = 0 0� o a F Gn. fi z 9 rl� o � m �IJ14 C� y 4 p��Ow,, n SAX?- C Qa pn a ? 0 co 0� C* N 4 \� p 3 X Cl a = o l G Gn. fi z X rl� o � m �IJ14 C� y 4 p��Ow,, n SAX?- Qa C* Q,i O R1 l G X � a rl� o � m �IJ14 C� y 4 p��Ow,, n SAX?- r R �D z LAT - n s, a l) MO ri 3 3 Z CJ 1 r � I, 4 0 R �D z LAT - n +;.. ��� f ,"' i �ii�. 1 �� �� orf �0 ,`. , � y '�../ [� ! '. ��'+•-yww.....yy:( a F 064_ =400.-05 052 41'6 13 633'J#95WARNER `yt.:F. .Leond { ar ` ° ,J4406-Tulane fCt , "_Magalia +? ..., i,,._ ql Cont` Ar'tic Aire, Trd tom} ce Servi''/MH J� iv. i® •` �. d' r. . .. %. s I l Jr COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064—W-052 ZONING Rl BU I ING PERMIT O NEEONARD WARNER } TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 14406 TULANE CT, MAGALIA 95954 CONTRACTOR'S NAME ARTIC AIRF TELEPHONE 1895-3330 CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER UCENSE NO. Pian Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14406 THANE CT, MAGALIA PERMITFEE $ PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCeL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome l Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GAS LINE FOR NEW SERVICE Mobile Home I S I GI W @20.00 PERMITFEE $ 40., Contractor ELECTRICAL PERMIT Filina Fee 20:00 OOOV OR LE Main Service ( z00A OR LESS) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 Professions Code, and my license is in full force and effect. License Class C „Z o Lic. No. „1 3 ��/ / 3 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. \ SO. OR ADDNS. ( & ACC. BUDS. / 3.5¢ FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 (,POWER APPARATUS SINGLE OUTLET CIR. / Ex. Occup. (OUTLET OR FUTURES) 20 @ 1.00 BAL so Ex. Occup. ( OUTLETS(RESD.OEA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier kA& e -A,& j55'Contractor MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Policy Number y/ 1) / (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' compensation laws of California, and agree that if I should become subject to the orkers'7compensation provisions of section 3700 of the Labor Code, I shall /e rth;/Omptl with those provisions. /f z�0. _ Date Signature of Applicant - ❑ Owner ❑ Contractor 0 Agent An/OSHA permit is required for excavations over 60" deep and demolition or construction�j of structures over 3 stories in height:: Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 40.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under tt a applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Date ) By ..- PERMITEXPIRESON / 2 i C (Date) Receipt No. L) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE I OWNER r PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. C � !�`3.OGc�a,.,% •mon. /✓J/. r�� 1 w Dace _ _t� �/� Inspector REV 10/ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES .. 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 V747 Elliott Road, Paradise, CA - (916) 872-6307 t v / A 1-11*�` CORRECTION NOTME To (a 9i6-J3y0 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordiriances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 „s COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIV ON 7 .County Center Drive - Oroville, Cel brniig95965 - Telephone (916) 538-7 1 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCELNUMBER 064-400-0 2 ZONING BUI ING PERMIT OWNER LEONARD TELEPHONE SO. Fr- OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 06 TULANE CT, MAGALIA 95994 CONTRACTOR'S NAME AR895-3330 TELEPHONE CONTRACTORS MAILING ADDRESS 9818 HWY 12, CHIC0 99971 Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14406 TULANE CT MAGALIA PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISION'SNAME PARCEL MAP Solar or heat pump Water heater 23,00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Y] Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GAS LINE FOR NEW SERVICE Mobile Home IS I GI W 920.00 c.O.O'O PERMITFEE $ 40.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 oov Main Service eoR LEss ( 2ooA oR LEss ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9(commencing Section with 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.Ex. License Class Lic. No. .23 L/9/3 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING OCCUR SO. OR ADDNS. \ & ACC. BUDS. ) 3.50 FT. NEW CONST. ( MULTI.OUTLET NON-RESIO. \ BRANCH CIRCUITS ) 97.50 POWER APPARATUS (8 SINGLE OUTLET CIR. / Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAS .5o Ex. Occup. OUTLEEDTS (RE ID.OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation i0surance carrier and policy number are: Carrier (, 6& C,A—A ag—, MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE S Contractor Policy Number 54 SD / Q 9 41 fl / (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the orkers' mpensation provisions of section 3700 of the Labor Code, I shall Iit ompl with those pr hwovisions. Date 'L L3 : ___ S- ature of Applicant - ❑Owner ❑Contractor g) Agent OSHA permit is required for excavations over 5'0” deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE FEE $ 40.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. � /�� By Date PERMITEXPIRESON (D4) Receipt No. �8 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Caiifornii 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER / ` 6Y- LO - ` Z ZONING _ BUILDING PERMIT OWNER L eo J Vy7_d jj W'' TELEPHONE /dR'iea_ SQ. Fr. OCC. BUILDING VALUATION OWNER LINO ADDRESS J yo.6 Gr-- CONTRACT R'S NAME- TELEPHONE 2 1 rb9�- 33 CONTRACTORS MAID DRESS 3 P? 73 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation LENDER'S MAILING ADDRESS Fling Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ BUILDING ADDRESS Ll Penalty $/ / U O PERMITFEE $ PLUMBING PER Fling Fee 20.00 LOT No. SUBDNIS KONS NAME PARCEL MAP ___JJar Each Trap 7.00 Sacholar Or heat heater pump water 23.00 USEOFSTRUCTURE Water piping 15.00 Each gas water heater or vent 15.00 SF ❑ Duplex ❑ Mobilehome Other Gas piping system 1 - 5 outlets 15.00 SPECIFY TYPE OF WORK Building sewer 15.00 New ❑ Addition ❑ Remodel 11Utilities ❑ Installation ❑ Other ❑ Mobile Home S W 920.00 �• Describe Work:�'/�S �y,� +�,,/ PERMITFEE S 2�rJ Contractor ELECTRICALPERMIT Filin Fee 20.'00 Main Service OOOV OR LESS ( z00A oR LEss ) 23.00 Main Service ( 200A TO 1000A ) . 46.00 LICENSED CONTRACTOR'S DECLARATION NEW CONST. DWELLING OCC UP. OR ADDNS. ( 8 ACC. BIDS. ) 3.5¢ FT.. 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 NENON•RW ESID, CONST. MUITI-OUTLET ) ( BRANCH CIRCUITS 97.50 POWER and Professions Code, and my license is in full force and effect. APPARATUS ( & SINGLE OUTLET CIR. ) License Class Lic. No. Ex. Occup. ( OUTLET OR FIXTURES ) z0 p I.W OWNER -BUILDER DECLARATION BAL a .50 Ex. Occup.(oU Ell APaEslo0"".n) 5.00 ETS I hereby affirm under penalty of perjury that I am exempt from the Contractors License Temporary Service Law for the following reason: 23.00 ❑ I, as owner of theroe p p rty, or my employees with wages as sole Mobile Home Facilities 20.00Wiring compensation, will do the work, and the structure is not intended or offered for sale. Misc. ❑ I, as owner of the property, am exclusively contracting with licensed contractors 23.00 to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this PERMITFEE _ reason Contractor WORKERS' COMPENSATION DECLARATION MECHANICALPERMIT Fling Fee 1 hereby affirm under penalty of perjury one of the following declarations: 20.00 Heating ❑ 1 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 Cooling performance of the work for which this permit is issued. Hood ❑ 1 have and will maintain workers' compensation insurance, as required by Section 6.50 Ventilation 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: PERMITFEE S Carrier ;Energy Contractor Policy Number Mobile Home Installation Fee $ (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.)$ Inspection Feeof ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any in PE U TOTAL FEE $ OCC CON7D. D person any manner so as to become subject to workers' 7 compensation laws of California, and agree that if I should become subject to the "AzEES IMP FLOOD CDF PARCEL Po HD ISSUE workers' compensation provisions of section 3700 of the Labor Code, I shall I forthwith comply with those provisions. This permit is hereby issued under the applicable provisions of the Butte County Code end/Or Resolutions to do work X Date indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. By Date Receipt No. PERMITEXPIRESON WHITE-D.D.S.-B.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Oats) PARADISE PINES P.O.A. ARCHITECTURAL CONTROL COMMITTEE NAME. TRACT ��� Sr 'LOT DATE /� �� 7 NOTE:—All Materials & Workmanship $hall Be m. ~.Accordance with Recognized Good Practices ' and.:'.t' • z k , of a' quality prescribed, for the Specif�e:f t�se in the r Uniform Bui: Jing, Plumb;ng 2i Mechanics . r�des•and, ,' ,e N7ional Electrical Code,. •' tans and spe c# ,,cs ioas. MUS1'.:be t This set of p kept on thn jn at all 'imes�r..nd o same w thou} k" make, or chr_rc'"s or nit('rcl, ' /. Wri#en pesm;s;ion from the Department of Public + ' APPROVED BY Vi!©rks, County of Butte. F+ ADDRESS mac' TvG�t/ E T /WifiGf�c_ FOR — r• h r• r �/ t6acli shall be' t• from APPROVAL FOR LOT DEVELOPt+e�_N1 ONL 1 The V -d: g, Se ELEVATIONS MUST BE SUBMITTED PRIOR f sidt ptoperty line 'and 50� ttmfroa azo ; TO STRUCTURAL APPROVAL. Ij 't"I It'no of the road. �'e bI6t entirely ,�f ea 2 ft, 60ve ova rharig ; . easeme Septic system r to •be as der ,so. / .--�- --°""�" t'�`fv connections I? b los feed $hcl., Butte County Health -De t. h'^ `i ft• outside there r. ,quirements. section or #ne .mobiCe li' s.Teff (road,) o side of:fhb ihlobi { orae: e+ ' 0` ori` �Iie maon o f th@ tr urr #� i : •,� mob, h , e Li -Ty • I 5 5 ') �•1 ..�'k ?. � .,..i \� 1�, � „ � Sys A, 1 s.,. o� lT ev-f1 , /�d. /'./'I ) l^�.iQ 2.2.. �. •� �• .�,,,N^�' �'. 1 �� ,+ kK Vi/ •,.,} --'y' ,t+,, l " • to `. ~ ,__�uvt`i �YCJyNuil+, �•• R .. N °' .t- f �� ``l.�,i .�•-- .._..-- , APPR - O V E} VIOLATION CHECK LIST A. P. # 6 �*t , 0sZAddress Owner lde• 101&w 'W v Owner's Address Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type/hof Violation in Detail with Code Section Priority No. )4-zl Il Specific Plot Plan with C/V Noted _yes no Penalties Required d 1st. Notice Sent 2nd. Notice Sent ate Date Comments and/or Determination ,L4 avi 00 Disposition For Citation' Citation (Date) (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) / COMPLAINANT: AcF//- ADDRESS: PHONE NUMBER: OTHER COMMENTS: r. �.,1 �'t ;L•�'r``+ 64-40-52 ,��`y s ' 7 ottbcied Feil /y� a(!I+�.(�j:WH , +y'r r''t''v'r 3 Y'` V '�/,`� n'' A11 rpt....+ Ti 60 Tulane Ct. lot 87 �4r% l/ 1 r7f °�� L *y , PP9�5, Magalia At, i contr: Feather River Const., Magalia s,`: r ,`} { ` � " " . 9 ' Permit �� �83 77P,E(util,-,MEi)'J �s. ii �.3-* 1 ' ELEC ) _r` , r.y'. r s �-`• GAS�TRUCTT �SUPP,RE HQ .4-7,4-0 •� �_ u r S `i�� . �i A4. '� t1� � f,tx.liw,;.� .,-COMPACTION TEST RtQ. � a . , 64-4.0-52ti.i F',7,` ., N }' contr: Paradise Mod Ar-Concepts, Para. =$A •'� ``'� hak+c `� ``� Permit ��1267-77MHI • �,e 1� f �+ Issued / 's/��7�, Q bac a y,• k_ :fi �'?:I''.x 1 ; �. t V 5 � %�% 6 ..aP•. 4V � tr,� - r t.., '� 4 � � ' �} * ,, t� .i y F, f i.r - f .� .t f� �j�++ a•" sf:� 0-f; �i' �� 52 t r 5•j 4. s3 . n �y 7 Er r 1 7 Permit ��218k Vasquez, 5-77B(deck/MH) �Yrc,`<�' •4 Y,` - ry4.' '�+�l�NN+�,(/L� 64-40-52 �.y' ..,•t,f'' 1:..J!. r`•} Rt `. i1` ,� }tx 4t'',;;. �� '.Il;r":1`3 t , ester �,�P C0 Tu Ny10[8...laCtM ontr: , a all�•� 1>�'k Permit ��2n Young, Paradise g a t f� L s� r yY .7 l.,a' a itj l'1 '•r r:' - r7 Y ,t �frU,�w t Il i �r Y z 4 :h s`�dzy #2500-80Vnew rAye, �t,/,f '.� W Oben deck � �4�crt 1�. G4f'„ �• 6 �; �• ,>.4+' �4 g ,rs '�, ' _t{�' { •l.W'�6.1 f 3.�• � + .-7- (' . , t:, r,p. 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If�Za� a�i,_,f•j 4 • :st r q „' r '� .a ��� • ti " r 'I •Fa �i 1�yf t . ,f ti^� �, Sy y t,�12 r:• `'���ij...� � r � ei .. r!•*�lF'ara:. ��• - r i'� � ''tib '' - � - L` j f ,y. .d` ' j. a�i a' .. 'pan t:. 'i. y ',y t ^T "f• 4 i' 1.+"i4 .1�•�, ¢�� :�1 r y �� •�� f `,. - .. �- _ � � -,., w t.. ,�2'4r �Y ir� � ' � ddxi't'Y �Z r'.. �! '- 4b,� '� �L.J � r ,y� •a x -�, o'� A - r ',13^r' 1 ` "� f, 1 {.Lr7'y rZ%'�Fl F. r .. ; _ !�_ 7• ♦ { �: f;t IV fx - �".�'u�"L .7t ,\ L+���r� r el n � � J a �r rr1'�k�, cr• °, .aNl� ,,! ;j�'i'. � l.�• '�, L �.r I �1'.:'!� � 41 � N ' ��' L} C• � - :. - _ j� � •' L� ' t' •i✓ c,'� # 1} � Ft's - , v A , 'n � ��i L `i� ^", 1 r i it s•,.r.r:t ^a- - i t }, t.E� �� - , ... d`.. . � .. � ". a �k''"}; Y��A}-;��(.�I,+y� f4 sx��f•�) k •t,�`Jf,��+- 1�•`t' ..n '" ,yam' AMk.I U11r'.(M•f_ ��rSa! -n `,. ri, In �': ♦. �:+.. .,. - •�.. .. ti i COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ti 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE r OWNERG / /` / /O _ 5� PERMIT NO. �/ �/ A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction'of work is completed. If you have any questions pertaining to this matter, or need additional explanation, a please contact this office immediately. I O.i i _ i r �— Date % 5� Inspector REV 11/81 ,PERMIT N0. 883-77P,E y PERMIT EXPIRES��D OWNER Gottfried Feil CONTR. Feather River C,onst., Magalia LOCATION (A.P. 64-40-52 60 Tulane Ct., lot 87, PP#5, Magalia c--- v ' r j• Temp. Power Pole Called PG&E J , Temp. Elec. Serv. rZ Called PG&E 3414 Temp. Gas Serv. /Called PG&E OB V 2 FINALED / 7 (Date) -713 (Signature) a. Electrical A. Is service large enough to provide adequate amperage to mobilchome. (must equal, rating of mobilehome with a .::inu,:um of 100 amp) and other facilities on lot, i.e`., water pumps, garage, cabana, ctc.? Yes ✓ No_ B Is ther,-� proper clearances around panels? Yes Ll-�'No_ C. Is power supply cord or feeder assembly properly fused? Yes tr°No_ D. Is continuity test satisfactory as per the following procedure? Yes I,' /No - 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one of a test instrument to•the mobilehome grounding conductor and ,_ , , apply the U%u3i auau i:o GaCu TIIUUl.LCILULIt suppIy coYiuucto'r, iliCliiulYtg lieuLrdi. 5. All nor. -current, carrying metal parts -of the mobilehome (aluminum siding, gas line, salter line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall, be connected to the site service equipment. A further continuity te.<;u shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment- may be approved for energizing. ;.;i. ;;; job card si-ned by health Department for water and sanitation? 11. If everything (A<ay, sign off card and tag services., MOBILEi'!O E DATA Manufacturer and/or Namestyle Length 60 Width 1 `f Vehicle Serial No./, -' 1`0 / J 13 State Identification No. fJ 3y -1'f;? '—Vq- Ad<titional Information or Comments: A ti0}31 PaiUtt.E INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located wi.iai required separation -from lot lines and buildings and generally conform to plot plan? Y(!rs LX No 2, Doer 01E> mc:)bilehome have required clearances above ground? (Sec.5085) Yes '"No 3. Are foot.in,s and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes ✓ No 4. Is the mobilehome level.? (Sec. 5088) Yes'� No 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088). Yes VII -No r S. Water. A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes__ZNo B. Test - Does water piping withstand working pressure or 50 lbs, air test? Yes -L--'No C. Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes 4--No— B. No B. Does it have minimum ," per foot slope and is it properly supported? Yes ✓ No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes No r/ D. If coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents, A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome connector. Yes No B. Test OK as per following procedure? Yes_ No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect: gas meter to mobilehome with connector, turn, on gas, test connections with soapy water. C. Are all appliance vents properly. installed? Yes ✓No F Ish D is oder round In rlor Lath entllation Permanent oor Closer Inal final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal ._ Water Piping _77 4iL--jD Sewer 1- Gas Piping BI E ME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuit S3 ,7 •1 . Water Piping �? Drainage Gas Piping DATE REMARKS O?,R CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING..(Cont'd) PLUMBING Se ackF ewaII Ski Piping For Pa ets 1 t Floor Mal Bldg. Rest om Finish 2n Floor Fo ins Windo 3rdNoor Stem all SI To out Slab Roof Sheaking Water PIp,\9 Piers Roofing Sewer Garage Fdn. Vents Fixtures Footin s Stemwal I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physical handica ed Conformance of ex. V structure Appliances Gas PI in &Test Temp. Gas Slab A Final Sanitation Patio REP ACE Final Footin s Footing E ECTRIC L Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLEFk Motors Framing Test Water Htr. Stucco Final Subpanel/ Mesh MECHANICAL Gird. Fq t Prot. Scratth Heati Servi 4reAn Coo ng T p. Pole F Ish D is oder round In rlor Lath entllation Permanent oor Closer Inal final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal ._ Water Piping _77 4iL--jD Sewer 1- Gas Piping BI E ME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuit S3 ,7 •1 . Water Piping �? Drainage Gas Piping DATE REMARKS O?,R CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements 7 of the California Administrative Code, Title 25, Chapter 5, under permit number`? 4 -7— 77 for the following location: Owner � v Owner's Address Mobilehome Mfg. AJ -6— W --EL Model Year Insignia No. N 3y27 Serial No/—/ 4�7'V l 49' It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date X3/7 By THIS CERTIFICATE IS VOID WHEN E MOBILEHOME IS RELOCATED CQUNTM OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorze representatives UI the County of Butte to enter upon the above-mentioned property for inspection purposes. Date ✓''�� ignoture of Permitee o gen Receipt No. ��0.3 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod�Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR,O—F)PUBLIC WORKS BY Date-47,Z— B �ildinq`perrniot expires Date C-/--4,9,17_-7 G;:> BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address �'� ItG�i�Zil/ PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. .. Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FeeW' Saai4a+ien Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Plans Parkin Declare ion Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Bldg. Ptprrs Recd I Parcel A vel Plans A a Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OT ER ELECTRICAL No.1 @ I FEE PERMIT FILING FEE $3.00 Main service 1011 OR LESS 100 AMP OR LESS 5.00 -•7 7, V Main service EA. ADD'L 100 AMP 2,50 Single Family ❑ Duplex ❑ Mobil Home2�__ Others ❑ OVER 600V Main service 100 AMP OR LESS 25.00 Main service EA. ADO'L 100 AMP 1.00 NEW OCCUP. &) 2�syft OR ADDNST ( ADWECC. BLDGLLING S. NEW CONSTR. MULTI.OUTLET NON-RESID, BRANCH CIRCUITS) 12.50ea NEW CON STFL POWER APPARATUS&J1 NON-RESID, (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I .am licensed under the provisions of Chapter 9, Div. 3, of the State of California siness & Profess' s Code under a name style of:_ Ex. Occup(OUTLETS OR FIXTURES) BAL@; Ex. QCCU FIXED APPLNS, OR P'(OUTLE TS (RESID,) EA) 2,00 Temporary service 10.00 Mobile Home Facilities 15.00 ��� / License No. ,�.'j� Classification l.� Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby 1 TOTAL PERMIT FEE 0 `= authorze representatives UI the County of Butte to enter upon the above-mentioned property for inspection purposes. Date ✓''�� ignoture of Permitee o gen Receipt No. ��0.3 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod�Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR,O—F)PUBLIC WORKS BY Date-47,Z— B �ildinq`perrniot expires Date C-/--4,9,17_-7 G;:> BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name:. 2. Installer's name: PM 3. Is the site currently under permit? Yes �� No / / ; (If yes, furnish permit number 8 — 7 7 ) OR Is the site an existing site? Yes / / No � v (If yes, furnish two (2) plot plans.) } 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields .and clear of all setbacks and easements? Yes TZ -7 No (If no, clarify )" 5. What is the mobilehome electrical rating?-------------------m_-_�� Amps 6. What is the mobilehome site service rating? ------------e. -� amps 7. What is the mobilehome site circuit breaker . �,.... rating? ------------ - / fps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes / / No (If yes, identify the load and size: (Load) (Amps) " 9. What is the mobilehome site,gas pipe size? ---------------------- /in . ) i 10. What is the type of gas service? ----------------------------- Natural LPG 4-4- 11. 11. What is the gas pipe length.from meter or tank to the mobilehome? (ft.) �(�BTU 12. :What is the mobilehome gas demand? ------------------------------ (This information not required if "pipe length less than 6 ft. on natural gas or less -than 50 ft. on LPG.) MOB,ILEHOME SUPPORT DATA Mobilehome Mfr. Setup Model No. _// Year Width (ft.) Length (ft.) Expando Size ft.x ft. (Draw support details below) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. (if not.on .f.ile with the County of Butte). .... I. . Center Center Support Support Footing Sizes Locations (in.) nIan. t t.) in. F..., p � F---�. ��a x o�O (lf t in • (in.)(in.) 7 in. n.) . ft. in.) - - - /d x� (in.) (in.) Sin lFootings (check, one) 14&1. Wood. either , pressure treated or fdn..' grade. ` 2. Concrete pad. 3. Other;: specify Supports (check one) _ :7Z 1. Concrete block 2. Concrete piers 3. Steel piers 4. Other,. specify e � . _ -_ 1y-6 /Zx ,0.) *If center piers are other, thhff"VTawn above, draw in locations, spacing, and.dimensions. Typical Support x Footing Size in. in. i Max. Pier Spacing I. t - Max. BUTTE coUNTY • SUILDING DEPARTMENT `AP P p.®1/ E 011 COC,�KJTY OF BUTTE — D-EPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 5-34-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. ^� x �~ Date Signature of Permiittee or Agent Receipt No. / ( y � Z (0- White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By ��. Date 3—/ o— 7 Building permit expires Date BUILDING Owner .f o 27 fz ie -74,&l L ` SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Total Valuation Mailing Address . 0- OX 12, Permit Fee Plan Checking Fee &/or Penalty �}L1f3— --7gaw, Permit Fee $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping % L,/ Zoning Verificafia On{ Each gas water heater or vent 1.50 A. P. No. _ �0��� l0 7 _ Z Z i Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe C. it FireDept. FireZone Use Permit Building sewer r5-6& EQA Parking Parcel Plans Declaration Parcel Ma P 60' R/W Improvements provements Lawn sprinkler system 2.00 BI QJ(bs ec'd L41eorcel Approval Plans 441roval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 6001 OR LESS 5,00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 SQ.FT. MINIMUM NEW CONST. ( DWELLING &) OR ACDNS. ACCBLOGS2¢sgft MULTI-OUTLET NON-RESID NEW CONSTR. ( BRANCH CIRCUITS 2.50ea E,$ MOBILES NEW CONSTR. ( POWER APPARATUS .&) NON-RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name le of: style /i Ex. Occup(OUTLETS OR FIXTURES) 50L2j Ex. Occup. FIXED APPLNS. OR P• ( OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 S' License No. 40� Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ s ,j mi $MECHANICAL WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. fel I have placed on file with the County of Butte a certificate of K� Workmen's Compensation Insurance. ❑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 Workmen's Compensation Laws of California. � . No @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. ^� x �~ Date Signature of Permiittee or Agent Receipt No. / ( y � Z (0- White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By ��. Date 3—/ o— 7 Building permit expires Date i PERN4T NO. 2185-77B PERMIT EXPIRES OWNER G. Feil CONTR. Frank D. Vasquez, Magalia LOCATION (A.P. 64-40-52 60 Tulane Ct., lot 87, PP#5, Magalia Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp! Gas Serv. /INALiled PG&E i /✓��� �, ED (Date) _ (Signature COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECti'ION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback, Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor StemwalI Sidina To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for phsically handicap ed Conformance of ex. structure Appliances Gas Piping& Test Temp. Gas Slab Final l_7" Sanitation Patio FIREPL CE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam _ FIRE SPRINKLERS Motors Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec- Service Elec. Pedestal Water Piping Sewer Gas Piping EaWL4411ALLAI= - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) 1i s a COeJNTY_OF BUTTE' — DEPARTMENT OF PUBLIC WORKS , 7 County Center Drive-- Ureville, California 95965 �/ � �/ 7 /'� Telephone: -534-4$41 / ADDI If%ATinki Amn DCOUIT n —�I-1—V I FI-1I—I vca UI uIc vUUlny uI Dunc iu CIIICI UPUII III: above-mentioned property for inspection purposes. X Date 3 Signatureo`f Per ee r Agen Receipt No. Jlv / �J White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS By C .z1 Date Building permit expires Date /o�0'� ) l BUILDINGAYI Owner C3 , —� SQ. FT. OCC. BUILDING VALUATION 30 c Mailing Address Telephone No. Fireplace Contractor _6-,,,,)1 Total Valuation Mailing Address( cSc t /�(ZL f1 Permit Fee Plan Checking Fee&/or Penalty L Telephone No. 3-a z -s3 Permit Fee $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 0 r Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 A6 Each gas water heater or vent 1.50 A. P. N C 1J �- Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W. C. S ti n Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parkin Plans Parcel Declar n Par el Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 Bldg. PlaRe 'd arCel Approval Pla pproval Permit Fee $ $ NEW ADDITION. UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 V OR Main service 80000 AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ EMain service 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 ck NEW OR ADDNST ( ADWECCLBLDGS.LING CCUP. &� 20sgft NEWCONSTR. MULTI.OUTLET NON •RESID. ( BRANCH CIRCUITS 2.50ea NEW CONSTR. POWER APPARATUS 8& NON.RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: f'✓L C� °`t �L Jr V &_�. m Ex. Occup(OUTLETS OR FIXTURES) BAL210 IXED ALNS Ex. Occup. ( OUTLETS P(RESID,)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. 3 3 '-/0 O 2—Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that) have read this application and state that the above information'is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ —�I-1—V I FI-1I—I vca UI uIc vUUlny uI Dunc iu CIIICI UPUII III: above-mentioned property for inspection purposes. X Date 3 Signatureo`f Per ee r Agen Receipt No. Jlv / �J White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS By C .z1 Date Building permit expires Date /o�0'� ) l �Zi d , ! i PARADISE, PINES ARCHITECTURAL CONTRC NAME` r'l iN� •.6 c-�- � TRACT LOT t DATE f /.i /77" *'t' APF'RUVED By �` , 7'ri•` '? F S,/s r4 toil!s4 .� ..Y`'�.}{ , '`%• '�. • , r' ' �k ) , (T y...,Ia 4 t�,ir! t) t:. �J.1..'A Za!T o{;Plans, on onIf he`job at' all, i 4' cind��it r ; tit `i � toyt�;:�,+ ;1 ►1� j,;m cjko any chahges or'altdratiprl§ etmgn# 7 uf�lili��» r'r. written permission from t4e•Dep .i 0,O.A. Works G6unty� of Butto, �' / i, `, ` �! ✓'� ' ' �� a L COMMITTEEJ, t . [ : i r j fir,' "�+':� it�S `}•V�t {h ria95 7. �c�ardbnce with" Racoc i d {Cv,'ooc ; Pr q}ices ;<t ------~-- bf' a qualify' prescr'*&.d foi thy; g: ' ,f1 13�e ' n' ►�?^r`' Uniform Builoinq,: PlumbjnMe. k na rGbd6s qt ! =}h�-Nationdl' Electrical ' ? r<.._.L-�_ ... , r � .r{ ,nr 1_:,' 1n _'rr __. r ,1_' �-n T _ ,r.�.�i l,� 5 1L1 et��;: �r�•re ,1 .. -��Ir� ���) V`V:_l_i•-.-r r .,.. •ef- ,"{' wt1•,!,yi�2r1 ' APPROVALSULVIiI•T`=''� i'r21��J1 side propert;y:.l�ne rtnii 5d �� froth tlt�".t r � , L VATiOt�S FAUST NE centerline of'the roa;permittingSTRUC•f URl',L` APPROVAL. mucii.of!d 2 ft; eav� Qverh�i� l�t'eriirly;.' +�t quf Qf' afl easements:"T t �, { . r - ,: ��-.--"'r- r ✓ ., •f. 1 , _ ., • t 't 1 . it t , i µ t_�, � ! � '��, I � r •. ., '' , 't • - - t �•' j ti `' i ^ .. •r�' • i 1. - - , 1 !. Jf r T ; i�l 4 1C',�( ✓• ,f , .y .4 `i,`, T Q w v 4� 4� ' +'. 1 ,},' '',.t ,��' •, t.'r' ., -. r �S •J •� r .•i+.rtr ,�� .ti � _ _L- ;,nG� .. 7. 7/ 1., to 'I'.. AO 6i k S a. ,•I .0 \ .t i �' ' y' `�,P:, ' �. , .1,:_,y,�.� y •�� '�= �', '{;7.I(I% - 1 ttY .r .t J"'\ •'.Li \. L( , r ,. C .;: - .N' ,1 r '' .. .. % w�w�L- � i. ,...� $rs'V/ri;¢ r. _ �rrt,�•'. ; lS r �Z el 4, t i iT r ri /� - l� I i.'�� 11���'... !' ` .• ' �,, `'� e,•�..'�, J `I.t�4�=� ppit `��' � �rI.E'.f.. /,'i, •1 �' •..-`l.•�2:� � ,. ir:. •• .. � ,r '(f: •fid +�, „ ., .. .-�,(� = — ±Y � —^ � �►.G� _.. EV t _ [..�� �. t l 4 i .. •q t•'J♦ ✓ G r ).` 1 :,' 1 f�t •'.• ,,,t • r ,.t ftal rJ 1 't' ,• - N,. :r. '•. t .. /�•IrS..S.� � �.1u �� .vsw.rt•"...�'T' ��•. J •i, ' ter. ,. ti,.. T':,"!t�...utia ,y-. 1 ; "'''. ; • rrt _•r'+,, 4 4f''1_ ' T 4 - - - - - 44 - ' IJ 1. --{`-fit LI -Ij -fat J-1 . -i T ' l_ Zf T t �_" _.�i..�'_.�' -i _ _ 7 1 ' + $_ � _ I j1} -,__.�. �.. �._ i.._�.— (� -. �_I; I !._�_ - - -; ii 7 , I_ I_t_.1_.� �-1. 1.' 1 r -r + T71, I -14 �..4._I r it FT-- a- r_ L ;fir t � -4, s - - ' - i I r - I - r--; � ; ..r„�_ -I-' --1--!_ �._� 1 f c', lei--�—1. _.;— i_. _ ._ i 1 ,� I i E E _ r ,. �(,� �, .iii - �1b - -F - I - i ' 1 ' - - - -1-i- I -'r- - —1-;- i. r ,y } — T: P, FH } . }_-_ I 1 �.._ __1 _. __._.i ' _ i_ -Ion !.. 1 _i .I _ - �ll:i`.QJiI�1.G__;D?. ` .11`1_ °` ► -- i_ i I ?, . ---r j ---1=;, � I i. �_f.�-LA lit J, I. • 0, _pEflMIT NO. 2500-80B ' PERMIT EXPIRES Chester Perry OWNER A..CONTR. Ken X7ung, Paradise LOCATION (A.P. ) 60"Tulane Ct., lot 87,PP#5, Magalia :: S ✓ru Z..v - I'I yr O 1': • i 1• j Temp. Power�Pole Called PG&E Temp. El/c. Serv. Call/d PG&E Temp.as Serv. Called PG&E .) JLED (o d G> VNA (Date) (Signature) COUNTY OF BUTTE — DEPARTMEN-I OF PUBLIC WORKS BUILDING INSPECTIA -RECORD BUILDING BUILDING''(Cont'd) PLUMBING Setback .r —lyp Az Firewall Soil Piping r Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Sidinq To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footin s Stemwal I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for phsicall handicaped Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab_ Final — O Sanitation Patio FIREPLACE Final Footings i p Footing ELECTRICAL Masonry Walls Throat Rou h Relnf. Steel Final Fixtures Bond Beam FIRE RINKLERS 'Motors Framing — ro Test Water Htr. Stucco Final Subpanels Mesh OECHANICAL Gird. Fault Prot. Scratch Heating. Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer• Final MOBILEHOME UTIL TIES ------------------ Elec_ Service Final Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS a (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICAT40KAND, PERMIT ASSESSOR PA CEL NUMBER ZONING 1111,11 BUILDING PER OW - TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION :7 -,?-0 OWN R'S MAI LI G ADDRESS Q �D SS CONTRA TOR'S NA E TE LEPH7O�N7E CON CTO 'S MA ING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ _77-0 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR^ NGINEER UN t7 LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS g>u.Ci _ r PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00' Water piping LOT NO. SUBDIV ION AMEN I ii/ ' ' PARCEL MAP Each gas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF [IDuplex❑ Mobilehome❑ Other- [-t' SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New Addition ❑ Remodel❑ Utilities❑ Installation❑ Other Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP O1 OR RSLESS 5.00 Main service EA. ADO'L too AMP 2.50 NEW CONST. DWELLING OCCUP,& OR ADDNS. ACC. BLDGS. 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. V3q7%Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONSTR. U TI -OUTLET 2,50 ea NON-RESID, BRANCH CIRC ITS NEW CONSTR / POWER APPARATUS 81 NON-RESID. \SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES BAL@1 AL@ FIXED APPLES. OR Ex. Occup.(ouT LETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 3.00 Heating Cooling Hood 2.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, demnif nd keep harmless the County of Butte against all liabilit' ju nts t and expenses which may in any way accrue again my in co a nce of the granting of this permit. X Date �^� Signature of Applicant Owner Contractor Agent ❑ An OSHA permit is eq red for a vations over 5 0" deep and demolition or construct- ion of structures o r stories in eight. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ occuP. GROUP / TYPE of CONST. ✓ PARCEL PD This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC BY P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Dater`s�ZZ?o J 1/Z— �/ Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK NSP ECTOR, GOLD ENROD-APPLICANT 'Zr. r ( l9 r-- ____ ,� IF "'60 3T i '27,,o�� 14 �02 60 .i4• - �', `7 �✓ y :2,5, �U `a //2 CID'47 n= R „� i37oo "� %° (Q/26 of 130 6 .26 97 p� /58.40 �i B C ffjl jOt 3Q p0 g4 j 5 A i / Q -�% 169• /-33.00 Sp M /09 \ h N .`aqp e� 7/ O v�/23.26 30 'n c6156 -. < e,` - �•• / 3 70 r� ,2� '3 �, `'� B4 Ey M 4���q yy 6 /02 t /52.29 �� /'��:48v tO A 16 B` I9'�� o '!`�• i ;�, �✓ >. j F� Q -c1� /7.45 ... 93 33 47i;. !I� I lE 474 � 1yq /3/0 x.47 -3/89489.7.j8o9.so 68 67 3Q Ig34 .0T5 5 0C40^ B/ 376 /47.26\ o- r46 87 4 106- V%77 0 96 53 4 BO 091 F62 4 15 1 `s `n 66 26.87-... •` *J -� 1 00 00o �-^ 3 q a 26 6/ 4 ' �� 3F0p 8 96.91 N 1:� /44. T 9 � : /6 - 14384. o,' 79 •: �\ v r,... �,� p� �. !03 �-, +0\ /5 • /OS � ° 7 ` /52 0 , - 000 25 h l9�' eo 44 o (/4 e W� 24 e9 / J\, .55 90 a 65.79 j m ` 00 \0.� 23 90O = s •; 2 0�' \\h0. /02 6 .3 0� 3. 1,390 ��'a 309 pd ,, NI SE TON CT. ° IBJ /5/ o .4 0 'h `9s' vj'�' ...�, _ 2� :` 1154-04- 46 64.04 ra n 0 `S 65.79 T /39.68 .�✓ 600 •;pPs \p0' 22 � �5 '�• %� ,r-. � ;, y A tea, o O' 904 11 7 . A'� b :`0.00 �6 /O/ `� 7 3/.42...:3.;... 1�374{ 21 N ;56 ,' \ coti `�6� pt` /792 ` 1, (4�✓ m /00 a gg m � 13716 89.2/ 88.38 I �O C a 1 Assessor's Mao No. 64-40 \� County of Butte, Calif. DECEMBER /970. ,/VD. 5, 35 M. O. R. 88, 89, 90, B 9/ Rec. 8 - 20 -TO rr:. c a