Loading...
HomeMy WebLinkAbout040-580-022FAILURE -70 -FINAL GARAGE CONV $/1/93 FiI�A,& FB07-105(9) 040-580-022 MISCELLANEOUS Patio Cover/Cvd Pch r. PATIO COVERS VERS (857 SQ FT) 1762 BRINSON LN F1 yog-3-0 CARGILE, DANIEL a _/0 - S's -012a JA 'C -S BLACK S/S_MkVrUon Ln, 300' E Lott Rd, Durham lot 2 Permit#3677-84S,P M new sing � family oj Oj 41 qq qup_ C1_ont* -_r : James ames _ =-T;-- lft oPermit#I�85BE(addional Shop area/3677- 4.)! 40-58-22 92-1232 B,EYM FAIRCHILD, Robert 1762.Brinson LN, Durham (t ,cony garage to game room/sf /* 040-580-022 PERMIT#96,-2108 HANKS, Alan 1762 Brinson Ln.', Durha p aj Cont: Dave Souza New Pri Det Garage/Shopj 040-580-022 __FEiW4IT#96-2158 HANKS, Alan .1762.Brinson Ln., Durham, Cont: DaveSouz'a- Complete.BP#92-,1,232-&,Plbg/S 040-580-022 03-1530 HANKS, CARLA'l!" * ' ', -1762 BRINSON,,,DURHAM Cont:1GAT-1,A(ITHERS", REPLACE A/C UNIT -97 -0-40:58CF-6n- MISCELLANEOUS' Water Heater C/O REPLACE WATER HEATER'(50 GAL 1762 BRINSON LN CARGILE, DANIEL MISCELLANEOUS Re -Roof RE -ROOF (45 SQ COW) 1762 BRINSON LN CARGILE, DANIEL k I k.- BUTTE COUNTY 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 PROJECT INFORMATION Site Address: 1762 BRINSON LN Owner: Permit No: B08-1456 APN: 040-580-022 CARGILE, DANIEL Issued Date: 07/29/2008 By KCG Permit type: MISCELLANEOUS 1762 BRINSON LN Subtype: Re -Roof DURHAM, CA 95938 Expiration Date: 07/29/2009 Description: RE -ROOF (45 SQ COMP) (530) 895-9388 Occupancy: Zoning: SR1 0 Contractor Applicant: Square Footage: KNOX ROOFING KNOX ROOFING Building Garage Remdl/Addn 7640 PALERMO HONCUT HWY 7640 PALERMO HONCUT HV OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530)534-9669 (530)534-9669 FEE INFORMATION DBMSC Re -Roofing $261.50 Total Charged: $261.50 Fees Paid: $261.50 Balance Due: $0.00 Receipt No: B8119 LICENSED CONTRACTOR'S DECLARATION 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 KNOX ROOFING 872006 / C39 / 02/28/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) 01 Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full for effect._/� of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the 1X 1 basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; 07/29/2008 /Contractors Please check one of the following: Signature/ Date ❑ 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 OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: 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.). !e,I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by a 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 The Contractor's License Law dows not apply to an owner of the property who builds or improves carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carcier. STATE FUND policy Number:713-0016276 Exp. Date:06/0112009 Exp. Contractor's License Law.). (This section need not a competed if the permit is or one tun re ($100) or less. ❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers'X 07/29/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. 07/29/2008 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless 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 a arising out or in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) is the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the t is DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro arty owner or a , tholrizecl to act on the property owner's behalf. ovC t 07/29/2008 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for iame_of P ittee [SIGN] Print' Date the performance of the work for which this permit is issued. (3097 civ. code) r+� f Owner Contractor OR; Agent for Owner ❑Agent for Contractor �! FILE COPY Lender's Address City State Zip qF 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 APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # 14 "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 First blame AJ r �� LN Mailing Ad % t City ✓i �� State Zip Phone q C q j!� Fax E-mail APPLICANT INFORMATION CONTRACTOR Name /, /1 vo Poo L Address t. YU pti I�/ t7 r%J�IJGJ ¢ /�w City of L-11,1-tState Fax A Zip 9S9 6(1 Phone 3 _ �,/6 I Fax E-mail kvo oo vr,,l, Lic. # 0o (. I Class C- 3 APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address SRA City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name % v AAOZS Address City State SRA Phone Fax E-mail APPLICANT SIGNATURE X s., PROJECT LOCATION AN D _ _ Z Z Property Address 7 b �2_ &iNSv,) 4A.1 City / nM WORKER'S COMPENSATION Policy Number Carrier S �'J,v d 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 Address DESCRIPTION OR SCOPE OF WORK. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous usep For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const: BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 5 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-1059 Issued: 07/12/2007 Address: 1762 BRINSON LN Area: DURHAM Owner: CARGILE, DANIEL Applicant: STOUT CONSTRUCTIOP APN: 040-580-022 Permit Type: Patio Cover/Cvd Pch / �p 7 Description: PATIO COVERS (857 SQ FT) Flood Zone: AE SRA Area: No SETBACKS for Zoning. AG. SRA. PW Front: 20, Centerline of Road: Rear: 10, SRA: Side: 10, AG: Other: Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR MP DATE Setbacks 132 _ 0,117 Foundations / Footings III Pier/Column Footings 122 Grade Beams 11.4 Eufer Ground 215 Forms/Steel/Ho ldowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 12.E Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Sltb Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 2C8 Gas Piping 40 Shower Pan/Tub Test 4C8 Fire Sprinkler Test 7C2 Fire Sprinkler Final 702 Building Final 8C2 Electrical Final 80.3 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Inspection Type 1 IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool ElecBonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Publtc Works Fina 538-7681 Fire Department/CDF 538-6837 cxt 169 Env. Health Final 538-7281 Sewer District Final 1�1# **PROJECT FINAL 801-44 -rrolect rmai is a t,ermicare of uccupancy for v yesiaentnai Vnin - ., PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 1762 BRINSON LN Owner: Permit NO: B07-1059 APN: 040-580-022 CARGILE, DANIEL Issued Date: 07/12/2007 By TMP Permit type: MISCELLANEOUS 1762 BRINSON LN Subtype: Patio Cover/Cvd Pch DURHAM, CA 95938 Expiration Date: 07/11/2008 Description: PATIO COVERS (857 SQ FT) Occupancy: Zoning: A-10 Contractor Applicant: Square Footage: STOUT CONSTRUCTION STOUT CONSTRUCTION Building Garage Remdl/Addn 6040 HORNBECK LN 6040 HORNBECK LN ANDERSON, CA 96007 ANDERSON, CA 96007 Other Porch/Patio Total (530)365-1702 (530)365-1702 857 857 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Patio Cover/Covered Porc $260.00 DBSMIP Residential $1.37 t Total Charged: $337.07 Fees Paid: $337.07 Balance Due: $0.00 Receipt No: B3080 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Exp;res I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License STOUT CONSTRUCTION 839997 / B / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 li sense Pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. 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 07/12/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contr rs Signa Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does ORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FCR 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.). 611. AVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: ction 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 1785302 Exp. Date:07/01/2007 Contractor's License Law.). (This section nee not a completed if the permit is or one hundreddollars ($100) or less. IAM EXEMPT under Section B. & P.C. for this reason: ❑ ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 07/12/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 07/12/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE W K RS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOY R 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 1 000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR IN TION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned props inspe tion purposes. I hereby certify that I am the property owner or am authorized to ac the p p owner's behalf. 07/12/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee IS PH Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ontrac or OR: Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip 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 PERMIT APPLICATION DATA SHEET Reference Number: B07-1059 Date: 05/15/2007 Location: 1762 BRINSON LN By: KCG. Parcel Number: 040-580-022 Sub Type: Patio Cover/Cvd Pch Owner Name: CARGILE, DANIEL Phone: Description: PATIO COVERS (857 SO FT) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑]',LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 E] E] City OTChico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 \ PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Pa k District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 ay, Paradise CA 95969 - (530) 872-6393 Biggs Unified School District, 300 B Street, Bi$gs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, ico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, D am CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (� 0) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - 530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA • 966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 8-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (5 ) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Ins ctions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 8 8-5447 Other: \\ Other: Other: Signature of Property Owner: FILE Date: 05/15/2007 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: B07-1059 Job Address: 1762 BRINSON LN Contractor: STOUT CONSTRUCTION 6040 HORNBECK LN ANDERSON, CA 96007 Printed: 05/15/2007 12:26 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 05/15/2007 $75.70 DBMSC Patio Cover/Covered Porc 0010-440001-4210500-1010 $260.00 05/15/2007 $260.00 DBSMIP Residential 1001-0-280-1011298 $1.37 05/15/2007 $1.37 337.07 $337.07 Printed By: Kourtni Graham , - 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 fees mav change during the plan checking process. Signature: Date: 05/15/2007 Pursuant to Governme co c ' 020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of ap oval o oject or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are s Government Code Section 66020(a). 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: 0 Make sure your application is complete. 0 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 (not yet issued) must be requested within two years 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 of $54.99 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/ Reference Number: B07-1059 Date: 05/15/2007 Location: 1762 BRINSON LN Parcel Number: 040-580-022 Owner Name: CARGILE, DANIEL Phone: Description: PATIO COVERS (857 SQ FT) Signature of Property Owner: FILE Date: 05/15/2007 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 C CIC i 0 0 0 0 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: B07-1059 Date: 05/15/2007 Location: 1762 BRINSON LN By: KCG Parcel Number: 040-580-022 Owner Name: CARGILE, DANIEL Description: PATIO COVERS (857 SQ FT) Sub Type: Patio Cover/Cvd Pch Phone: 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: Title: FILE Date: 05/15/2007 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (5j0)538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name a i le Firs a e I Mailing Address ?6Z rr ids City J r Stat Zipisn ll� 1 Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. PROJECT LOCATION AP# 4-0 _p — 2 Property Address City BIN # la WORKER'S COMPENSATION Policy Number %4953aZ Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SC PE OF WORD: 27SI vtr- Z r Sc.411'd Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: CONTRACTOR Name S Address City City StaZi L�y.� Wll Phone 3� �- �-� U Z Fax � E-mail E-mail Lic. # Class APPLICANT SIGNATURE X PERMIT NO. PROJECT LOCATION AP# 4-0 _p — 2 Property Address City BIN # la WORKER'S COMPENSATION Policy Number %4953aZ Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SC PE OF WORD: 27SI vtr- Z r Sc.411'd Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name C S Address I No City Type Const. State Zip Phone Fax E-mail State License Number APPLICANT SIGNATURE X PERMIT NO. PROJECT LOCATION AP# 4-0 _p — 2 Property Address City BIN # la WORKER'S COMPENSATION Policy Number %4953aZ Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SC PE OF WORD: 27SI vtr- Z r Sc.411'd Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name C S Address I No City Type Const. State Zip Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. PROJECT LOCATION AP# 4-0 _p — 2 Property Address City BIN # la WORKER'S COMPENSATION Policy Number %4953aZ Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SC PE OF WORD: 27SI vtr- Z r Sc.411'd Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning IA -10 I Flood Zone I AE I SRA I Yes I No Occ. Type Const. r r+ Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under building permit application number: �at the location of Assessor's Parcel Number: S -SO -WZ for the construction of an addition for does not equalor exceed the definition of "Substantial Improvement*" I am aware the building site is in a flood plain area, even though I am not required to comply with the flood lain management criteria. r: V'� �� �AK- Address: Phone Number: 1 �_ K-1 t)1_? Signature: Date: /S- O -7 * Substantial improvement is defined as follows: Any repair, reconstruction, or improvement of a structure,. the cost equals or exceeds 50%' of the market value of the structure either, (a). before improvement or repair is started or (b) if the structure has been damaged, and is being restored, before damage occurred. Note: If improvement percentage equals or exceeds 40%, an appraisal, is required on the existing building. Submit appraisal documents prepared by a certified appraiser. A new improvement percentage will be calculated. If improvementpercentage exceeds 50%, a substantial improvement exists. rev -o?— 5 3o`�c MG. 2q� (OCA -0 VIM TBUILDING DIVISION 1If 3a� l •I X11 PLANNING DIVISION - BUILDING PLAN APPROVAL Use: Date: Parking: Landscaping: Other. _ Signature: EA�/E LeIJGTi 1 MA X p I ST GE rD F Si PA71D eoveie s3PPor-r SA a 'w ALL L-C3aAcicer , C) ,.1q,L' _ SEt; 7ASI---. PATIO CD✓EA150NR00-1 AT*ac.H� 1-b LL'cD6E12 \ PE2re1ER PLaass "'I \ _ _ �SNSTA�LLAri{ON IEW 2X q \ OPTIO°JAL _ iflS4A LiD. 1 . k�lylF _ I Bt?gc.Kt'f __ — �ni�-f+LLilnclu r(LJi B26 WALL 2x (o OQ 2,Ls I�nrk12` MALI L I 1 RAVE ALvM I ' G'dJE� ,1I jI.IL �•�� N.r, s. Cq*)O%: �N�'av' PLA LG °SI KAGLt9C�Ori. SIMILR(C �L. MaTtrOJ AL C32•RJ R.rN l3RP¢ILIif +!Zoo PI as ro PrtwIDH 7/ 11 6hoAL . all 64A 0 Fxw- tflo 0 \ \ Woeo 6[let.+t \—oPf1DNAL. 0 0 0 FRSuA BD• 1 /7np,/ t �111/E ZIJ STJ4 LLA r1 G rt e E3 ri -i C31s.go3 ze7pws SrtsrmtL�A n ou N. r. S, 8v AnIG.6 `B¢shr,-lcET 0.r's AicTE. IP seAC.KL' • IS PLAGQ.O soe-w rfAl*. Ir IS 01 RaLIP- TLM p�12 Qllp(.i WA" "TME w(A*1, 4�4 i sul:Foor.M EVA eap P ) ' SP'&u Nei o 20:' • 30 to" 53 6' 241 1 354' ZI°5°! 15=3111 '�'-1cjl ,,161) 17' -Id' I o!q • ,7LBi1 51-1111 TWIS 1S APPLI[Aa"-' Po(L DETAIL) !4-A:S6uv)I0S EW-*cj.e p -r 1'S .t_CC-Rt 4.-n , r 012P1T Ly OL/¢W- A ffoy L• TRubS/ LEAVE, �rx)h°1c%B14 ASM A•sc- BUT i L txjulv Iy 3UILDI1"`y1G- DIVISl f Live Load on Cover (psf) Rafter Specing (In) Eave Length (In) Bracket @ 48' c.c. Bracket @ 24' c.c. Bracket @ 16" c.c. See Detail 1 or 2' See Detail 1 or 2 See Detail 1 or 2 2x4 Eeve 2x6 Eave 20 Eave 2x6 Eave 2x4 Eave 2x6 Eave �r10 16 12 13'-0" 17'-10° N/A N/A 38'-10° 53'-0° 16 9'-10" 17'-10° N/A N/A 29'-B' 53'-8' 24 6'-1' 17'-9" N/A N/A 18'-3' 531-4° °-- 24 '~ 12 12' 8' 17'-10° 25'•0° 35'-8' N/A GPTlDoAL 16 __ 9'-7' 17'-10° 19'-2" 35'•80 N/A N/A X24 ' VA" 1 IT -9— 11'•3' 84'-B°_ N/A N/A C•1 Pr b0YI 16 12 7'-6" 10'-9" N/A N/A r,4 32'-3" Y.,lA 46, Lm 9¢A•e.K I�,N pQa-fO(3 24 3'-4' 10'-4' N/A N/A 10'•2' 31'-2° 24 *C)IC )3/4 L.Joba �• N/A 16 5'-6' 10'-9" 11'-0" 21'•5' N/A N/A 24 3'-0° 10'-0" 6'-0' 20'•0° N/A LtOGty1 30 I z 12 5'•2° C31s.go3 ze7pws SrtsrmtL�A n ou N. r. S, 8v AnIG.6 `B¢shr,-lcET 0.r's AicTE. IP seAC.KL' • IS PLAGQ.O soe-w rfAl*. Ir IS 01 RaLIP- TLM p�12 Qllp(.i WA" "TME w(A*1, 4�4 i sul:Foor.M EVA eap P ) ' SP'&u Nei o 20:' • 30 to" 53 6' 241 1 354' ZI°5°! 15=3111 '�'-1cjl ,,161) 17' -Id' I o!q • ,7LBi1 51-1111 TWIS 1S APPLI[Aa"-' Po(L DETAIL) !4-A:S6uv)I0S EW-*cj.e p -r 1'S .t_CC-Rt 4.-n , r 012P1T Ly OL/¢W- A ffoy L• TRubS/ LEAVE, �rx)h°1c%B14 ASM A•sc- BUT i L txjulv Iy 3UILDI1"`y1G- DIVISl f Live Load on Cover (psf) Rafter Specing (In) Eave Length (In) Bracket @ 48' c.c. Bracket @ 24' c.c. Bracket @ 16" c.c. See Detail 1 or 2' See Detail 1 or 2 See Detail 1 or 2 2x4 Eeve 2x6 Eave 20 Eave 2x6 Eave 2x4 Eave 2x6 Eave �r10 16 12 13'-0" 17'-10° N/A N/A 38'-10° 53'-0° 16 9'-10" 17'-10° N/A N/A 29'-B' 53'-8' 24 6'-1' 17'-9" N/A N/A 18'-3' 531-4° °-- 24 '~ 12 12' 8' 17'-10° 25'•0° 35'-8' N/A N/A 16 __ 9'-7' 17'-10° 19'-2" 35'•80 N/A N/A X24 ' VA" 1 IT -9— 11'•3' 84'-B°_ N/A N/A 20 16 12 7'-6" 10'-9" N/A N/A 22'-6' 32'-3" 16 5'•9° 10'•9° N/A • N/A 17'-3° 32'-3' 24 3'-4' 10'-4' N/A N/A 10'•2' 31'-2° 24 12 7'-2' 1 10'•9' 14'•3' 21'-5' N/A N/A 16 5'-6' 10'-9" 11'-0" 21'•5' N/A N/A 24 3'-0° 10'-0" 6'-0' 20'•0° N/A N/A 30 16 12 5'•2° T-8" N/A N/A 15'-6' 22'-11° 7'-8' N/A N/A 11'-11° 22'-11° 7'-2' N/A N/A 61-8° 21'-8" 24 12 4'-9' 7'-8" 9'-7' 15'-3' N/A N/A 7 16 3'-8° '-85'° '•3' N/A NPA 24 V-10' 6'-10' 3'• 13'•8" N N/A Notes: g J aT OJPr Ipqu-oo�yi 1) Design Loads: Patio Cover LL= •10, 20, or 30 psf, Patio Cover DL -5 psf '10 Eave LL - 20 psf (30 psf) Eave DL =10 Pat Wind: 80 mph (pet260.I CBC'=Appx 31, DIV III) Seismic: Zone 4 (Slte=Sd, Na=1.3) 2) These Details and Tables are Intended for use with patio covers 8 sunrooms that are built and used per the requirements of the W•'28C, Appx 31, Div III. 3) The "Maximum Distance' value shown Irl the tables are based an the capelty of the ledger/bracket connection or the eave member strength, and does not Increase the allowable span of the roof panel or decking shown on the patio cover/sunroom plan. BUTTE COUNTY MAY 15 2007 DEVELOpNIEENY SERVICES loan • S 8-ZS•O`I - WALL WO%-YSF I.1;knloa - 6kAtICHf D12rcn-4 OJCfL QA �� F9 �= y STS D�-TAIL. Fd YL P�nc Cwr�Z SJ PPGKT'�,. s _No.O_ 4 4 7� y t?, EX1an1.�G EAV1E 1�, Exp. STOUT LOAJ5TfZULflOPI CI 1L -app SOF CALIF�Q )-0� 0040 0 F 0Ff%J 8ECX UJ. 3�l ANO"Scw. CA 9bCM _ • 9;198 GREENBACK LANE, #200' 1--6`197-08739 S-30-365-1-702 C" SIZE FSCM. N0. DWG N0. REV U�A O6` tbz b�TJGEVALE, CA 95662 SCALE fJ0,je 1 3-14#-06 •1 iSHEEf 0f=40 .. BUTTE COUNTY MAY 15 2007 DEVELOpNIEENY SERVICES L tmoar. Ai r*c Mw+wr/. wlaP o it r TOIL lwierr o C"j rs, .40 *'.11 R.00w6, 5TvW C ot" 1 omw-to 14wt A t rr+m I- /�PPX • p �i F t'►o Over �.�.. s I D o� so P'¢P D it 30 P6F P�tno Cw!/ CIA- = ar Pyr iMM%i Lo,AVw " LL r 2.0 Pot* GAJU Z L.. i 10 PSF W1040: eso M P)#" f u�T " I �► I'rr w• SQA x eT ATrAtctimeAr eAPArj . A Som: Arm it 1w . Woo FllAO Banat �" p.f Xsw Ti+�[M)shoitswws5= 314SICY1 sX* =.S70 so -- qu.�'?� �'�`I O�►��M{iDes� sC���1�1�I�f�1��� i�assb�'"_' ��. . �a+t� /okos�R coy► J MA -A Tbn%L- LCAc is iw*c trm MAIA OPU F/ LAM* Pa Sa X&T =,S -JO 4T- $RhuCB i so S",< Ox tK x 3/iby 8t�f. Awa rdR.r�cef �mw eit,ie ea�T C3�Jo� I�r Ba�1•s.+c�T ro SA L • smft- tWa m lAc*0 .wn 7s i�j�► CIT. L- �Oiio _ M y` s S7 .* f' uPV1P`T� 4 M!WC 1099•t. Who rb 6nkKwro 9%& . tc s:r t� 1 �i.ac 1irs.xl� • 6�t. • MCC oa 6a�c,tar u. Lt LWI Mtuo�. �aNIO lo► Zo (�� hi% s 16 b' 32 tll t az!,-' n ZI'- J7:o�� tst•3 ���' y �- o" t o'•t 201L6" 7 2160 ftN AVG.. #146 saowtwft CA rM 23tlO' *7-aP So ld6 ool' MA&L s 7,Sb.MSeMas)/12ea I &r= 20.8 04,x.ct) s 33.3JCIO* TO w Q 4- P La = (WA,J& *P*)tate LL*Qa . V a CAdC sr' (AOD LL +01.3 P: (9&sp)(w&z)(L6+ &4 �efflAcoma►-se)l��e.�. M#4LL s C�w� sa,[, r 64ra� (QJs „�,,�3 �a• gP)C ° +ad'.�1C �. J► "LL CMr� s Pl dteiow 6rt. AAl.LI �8� �AaLT o LIrma) i • ao sex t ar S" • 3 Ate.► rne� "°'wa t tt1 �9�gt 440 W*Enowftl 2150 Od AV46 #1' somilmu CA 95 v 'I - ,-fig / f V rBhlfk ,A N� J" Load m Covet (per Reef Spedng (in) FAM Length (in) Bra lat ® 48" c c, See 1 ora 2x4Em 2x6 Eays 9radcet Q. 24" o.c. See Det 1 or 2 Wan M Eave G.C. See Detell 1 or 2 2x4 Eave Eave 10 18 12 13'-0" 17=10' WA WA 38':-8• 18 -10' 1T 10' WA WA 29' 24 9-1 17'4" WA WA16-T 5r 24 12 '1r4 1T ur WO 38'- r A . WA 18 9"-T 1 -10' 19'-2" 36.8" WA A 24 C-1" 1T 11'-9" W4r A WA 20 18 12 r4r 10'-6' WA 0'-9" WA Wa 1T - 3 -3' 24 31-4" 'IW -4" WA W 24 127 -2' 10�-�' 14' 3'° 1*4r WA. A 18 10,4P 2 IWW 24 3=0" 10x-0' 2wAr NfA W WA 30 18 12 6.2" i' -r A -11" A WA 11=11" 2r-11" 24 -r T-2" wA MA 81-8' .211.8" y{ 1 4' T •T 18 WA WA 31.8" T T�6' 1813 WA A .18 241 NIA t } 0660 Lomax paW Cover Me 10, 20, or 30 pd, POW Cover OLOG Pei Eave LL a 20 psf (30 psQ Eon DL a 10 pst Wks 8o Inph (par 1997 USC - Amt 31, DIV III) Sdeaft Zone 4 (Sheaft Wu■1.3) Z), These Detaft and Tebbe are k�tended for use wNh pubo 00"m& Swicoms that ars txdan 4 d used per Me resp* nes of the 199 t13C, Appx 31, DIV III. ,) Thee 9U*mm Distenos" value shown M the tabled ars be "d on ft cap* Oahe IedgeNbrsdsst cwwesdbti or the eave mss str Vft and doss not kxxease the dwA* id spun of ft m d pm* or ded ft shoarn on the Pett oovedsunroom ply. the F�tt.o►.a •.� 4 5,,e T'd4et�5 -e•- SPACK r EAP,tCM TMudt oa] PZ, 8 also aad, 81�a U . Seim mi wMo„ CA OM ,;I :Pq '. :f, -M I ZINA to] N 4A C1119121-41JUU61A tj MULKA11 V,111�1 A 1 ion I 9j, m T.N' 97 7 K3: Y I ®� 1 - • •: •_u11��,) +rte - ;:• • 4�1 U -.14 1 111 y 121 n 001 111itk Miff _Ir1r;v5T_5' �114 *%.1.,411, I NJ I1 EI;wMAv�eXlNIUM DISTA Smur r -101 0 �7�IIY ����1�1�i�•:11 ��J �1/tet 2xfi 92 IMP 1.33 (BAMQ 1.26 1.99 818.E 888.49 Viii 332.40 415.83 jqd) 334A41&70 442-23806.00 111A.00 119188 445A 33278000 M I . e ;y T •1 11 " • ' • 7 SON M UO2 0 7. �{CT V- : 1 1bit ✓ mil.i. ./ '` ♦ _ - •1 1 1 1 ••1 . 11 11 _— —_ �1 11 .1 wl �7�IIY ����1�1�i�•:11 ��J �1/tet 2xfi 92 IMP 1.33 (BAMQ 1.26 1.99 818.E 888.49 Viii 332.40 415.83 jqd) 334A41&70 442-23806.00 111A.00 119188 445A 33278000 91 8676000 No1x WWWO'load b u»' Y 5M—ap&* Rpm 1 • III, mom SON M UO2 0 �7�IIY ����1�1�i�•:11 ��J �1/tet 126 2xfi 92 IMP 1.33 (BAMQ 1.26 1.99 818.E 888.49 Viii 332.40 415.83 jqd) 334A41&70 442-23806.00 111A.00 119188 445A 33278000 91 8676000 No1x WWWO'load b u»' Y 5M—ap&* s ly 1 • • 7. �{CT V- ✓ mil.i. ./ '` ♦ _ - •1 1 1 1 ••1 126 2xfi 92 IMP 1.33 (BAMQ 1.26 1.99 818.E 888.49 Viii 332.40 415.83 jqd) 334A41&70 442-23806.00 111A.00 119188 445A 33278000 91 8676000 No1x WWWO'load b u»' Y 5M—ap&* s ly 1 • • ✓ .V 1 1 1 _--_.1 1 1 1 ••1 . 11 11 _— —_ �1 11 .1 wl 126 2xfi 92 IMP 1.33 (BAMQ 1.26 1.99 818.E 888.49 Viii 332.40 415.83 jqd) 334A41&70 442-23806.00 111A.00 119188 445A 33278000 91 8676000 No1x WWWO'load b u»' Y 5M—ap&* a 6 its by bnKi* q . ;b 1*&y En*mft LP. 61So W AN6, 0140 Ssorem - ni I CA MM LENGTH 10 U 7 f 10' RAFTFJt SPI rCeNO 28. ■ w PlF LOAD TO MAX DIST TO NOR 24 • PAFTgt 8PACll�10 40.00 w FtF TO NEXT (MtCHES) USE ROOF USE MOF M (M) (DEFT.) M (M) (D l} su 79 'K :K 1.: 'K:• Il s - 813.93 3815.72 538.00 10.72 1 600.00 24 .00 373127 1 10.40 ' MGM 96.6.7 1,25 296.2E 9.67 362.20 287.88 958 9� 28TH S.6S 1191A j4j..L_L.2.14 41L70 8 182.081,8A9 33275000 395.83 ' 1M.� 872.48 1N�5 8.85 CIT ► A\ \ 1 � . ....cat - � � �.-•' � � �•i � [•� t rZ�` s i��l I � `�� � � .y •1 11 7 �� T1 C-atl•1 F^vw.�- LENM 7 f 24 60 •I AFMaP ■ w () 6a i Puc UN E MOF M (M) 1100AD su 79 'K :K 1.: 'K:• Il 12 16 77M 782.92 813.93 3815.72 538.00 10.72 736.25 CIT ► A\ \ 1 � . ....cat - � � �.-•' � � �•i � [•� t rZ�` s i��l I � `�� � � .y •1 11 7 �� T1 C-atl•1 Noor. Whm toad 10 use is 5.M -may a Mnillsd dY Eta" amd"'l't TO ITO NEXT USE IROOF SUPPORT -sum U*87 aoM 17.87 ---- . TO MW 1 USE ROOF 3797.94 536Ao 10.72 tz. wo 00 10.001 LP. 2150 Od Avr.. #14a saaw nwft CA O F^vw.�- LENM 24 60 •I AFMaP ■ w () (y) 40 i Puc UN E MOF M (M) 1100AD su 79 12 16 77M 782.92 813.93 3815.72 538.00 10.72 736.25 600.00 24 .00 373127 620.00 10.40 OWN500 MGM 863.00 1,25 1.33 M-49 y(aq � 41L63 442.23 a" 816.28 1120.00 1191A • M(AQ334A 41L70 445.50 33275000 EI. 8576000. Noor. Whm toad 10 use is 5.M -may a Mnillsd dY Eta" amd"'l't TO ITO NEXT USE IROOF SUPPORT -sum U*87 aoM 17.87 ---- . TO MW 1 USE ROOF 3797.94 536Ao 10.72 tz. wo 00 10.001 LP. 2150 Od Avr.. #14a saaw nwft CA O aTl44 M �U: lJ)111Ji111t-,I_I► •.-.� 3I ky; 3T.11 w•a ""M M.w 11.17 i'lA8 120.85 0 INT Tim wfer., Id � ...tea �• :,• • 1 I��1�. r'". •„ M c�� 10931 745.14 804A4 3809.87 709.68 606. 3801.27 -1pIts .i,T,'ll .K'. 11 ✓ %Tf.!41 [L 33EDAI ;L _��/ • • I I I, L41:4 MIL, "I L I I I 111 �--I r -I I V, mmmmmmmm� If 11� -IWI rim T;v Wm arm rr . :Kr: A TT4*]MIk AV 40 JAIJ (DEFIL) USE —962AS QM.*I 200A 752AS I 1292 m, Fm A4 , le T:T;low_ i 10 MLL� 7 -c13. IT MMLI-LL�--Xx I po; li 3 ► [IH 4 (0111 4A 6 , b .1 :010 T WJ�T owl 1-5- A sm 1631 1:07:1 13.71 --.,goo lop .,T J. iiia:, 1,i (7 TA, :.1: Ole] 2-111 ;J ksl.: �7 « . x•71. �►1" •�1: `17_x:+ I !� 1�1 � 11 �� � �_1► [� .Col 114' �J'.�`/t'+a ]tI:f_f ?: 111-4 vIr/ 1'•kR~k TtK 3t': f i r, r.kJ. I :rl 1`I �T;�'. 1"1 ;•1 li 1 t 1.• 1 .\ 1 1 mv :F:: IiTi 1 !M"0I T:L::;': i 1lor! J=I- -=J •Y.1 1 1 . 1 1 1 %fit !''/, a n PERMIT NO. 144-85B, E PERMIT EXPIRES I Aao OWNER .TAMES RT.ACK CONTR. James Black ASSESSOR PARCEL 40-15-51 LOCATION S/S Brimson Ln, 300' E Lott Rd, Dur.- OFFICE COPY ' Address 1 j jl GAS 4 Meter By Date ELECTRIC Meter By Date 1 f r Temp. Power Called PI Temp. Elec. S Called PI Temp. Gas Se Called PG JOB FINALEI Signature J =' OK 0 = Not OK = Not Applicable MOBILEHOMES * - Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams- Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card - BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip.w/5'-Circulaiing Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date ,Card -BI Date Card -BI Date = OK f = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK exce tk's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Heady om-Rise-Run-Landing-Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped-S lab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except k's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except p's 14. Water Ht.; Vent -Access -Combustion Air 56. Ext. Steps -Door & Sidelight Protection -Landings 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. 16. Water Pipe; Test & Anchors -Nail Protection D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. 19. Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date t 66. 67. Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer Date ELECTRICAL Permit OK except q's N. A.0 uct in Gara e -Damper 20. Fixture &Transformer Clearance -Ins. Prtec 'o 69.' Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- n arage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights -& Swi ches o 22. Size Boxes & No. of Conductors -Stapled 70. b., Elec. &Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs C.J. . EI c. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fastene -Bo s & W to 72, V9 let ion -Foam -Looked in Attic ❑Yes73. 25. 2 Appliance Circuits in Kitchen & Condu•to ize Guard Rails & Deck Construction -Post Caps 26. Subfeed Wire Size / / ga. Cu or AI -A. ire S• e / / u or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Ci / ga. Cu or A , Insulated Neutral ❑Yes ❑No 75. 76. Following instld.: Drive E] Yes [-)No; Walks El Yes ElNo; Planters E-) Yes El No Stucco; Brown -Finish 28. Service -Riser Conductors &Ground -Main Disconnect 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except N's 31. A.C. Ducts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING Plans OK except p's Comments at Final: 36. Sills; Proper Material & Anchors 37. 38. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. 44. 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng_.-_Rfn_g_._ _ Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) • COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califor4ia*J5965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. E/ w /\ ASSESSOR PARCEL NUMBER � ZON G - ' BUILDING PERMIT OWNERJ - J TELEPHO Eu- I ' $Q, FT. OCC. BUILDING V LUA ON� 01R'S M NG ADDRESS Do r CONTRACT 'S NAM TELEPHQNE - , CONTRACTOR'S MAI ING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ r ARCHITECT OR ENGINEER LICE --NSE NO. Plan Checking Fee $ S Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ' Permit fee $ BUILDINGDRE - I ms in -7f PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home JSJGJWJ 10-00e TYPE OF WORK New ❑ Additi%�jRftxdel ❑ Utilities ElInstallatio ❑ Other E]Contractor Describe work: Al ¢ Permit Fee $ ELECTRICAL PERMIT Filing Fee 10.00 Main service 100v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLOGS. t 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑NON.RESID. I am licensed under provisions Of Chept. 9, Div. 3 of the Business and ProfessiRn�sj 1Co'd^e and my license is in force and effect. License No. S ` JGS+ . 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 -CUTLET 2,50 ea NON -RES,., CIRC ITS NEW CONSTR.POWER APPARATUS &)l (SINGLE OUTLET CIR. 1 Ex. OCCup(OUTLETS OR FIXTURES BAL@30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID,) EA.) 2.00 Temporary service 10,00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. save placed on file with the County of Butte Building Department tea 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. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again t said County in copse u nce of th ranting of thi permit. X — �c � Date \.�L `¢�g Signature of Applicant — OarerE Contractors Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 0CCUP. GROUP I TYPE OF CONST. PARCEL PD 4MA 1550E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PU ,o By. PERMIT EXPIRES Date the applicable to do resolutions to do fees have been paid. IC WORKS Date `' ! '` Receipt No. � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT This set of plans and specifications MUST bt cept on the job at a!I tiro::^s and i+ is unIzwful to ' S, �i .a ma .e any c,i�r�as c+r ai.:_r_, , an sam;! without + written perini-=n frcm Dc;Ddrtrnent of Public Works, County of Butte. NOTE:—All Matormis Vc Workmanship Shall Be in and c -F e; .�c��i;-, - r �.r , csi�,-1 w_o in fhe vCiiT:: r;! ir♦;e: is jf i iLi°:3 i l.) 0.1 IMe';Eanical Codes and the Nuflur�al Electrical Code. A setback of 5 ft. from the property lines and a setback of 50 -ft. from the road centerline shall b.:) clear of structures or r r en for a 2 ft eaye Than"' 9. r` r' s ztf 1 �`..aQ ZZ` x 24► —q_ See picIsfer• 00.11 on �,.►e x r struc- Pt - i V BUTTE COUNTY BUILD! NG DEPARTMENT -' APPROVED t I 6 i '� •.,ter ��.,�. �. A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment excel €Ar 2 #r, cave overhan..pMni Glues of Q # ew See Plaster Plan on dile for building plans.20:r114 Owner: I'ennit No. ENERGY C "E R T' I F I CAT ION Lot 2 Brinson Lane Durham, CA .LOCATION A. 1'. No. DESCRIPTION OP INSULATION ROOF Material Thickness (inches) EXTERIOR WALL Material_ Fiberglass Thickness (inches) CEILING Batt or Blanket TypeFib•erglass Thickness(inches) 1011. Loose Fill Type Fiberglass Minimum Thickness(Inches) Area covered(ft. ) 1400 FLOOR, ELEVATED Material_ Thickness(inches)__ FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name CertainTeed Thermal Resistance(R Valuc) R-19 Brand Name CertainTeed _ Thermal Resistance(R Value) R-�o_ Brand Name CertainTeed Insul-SafeII] Number of Bags 30 Wt. per bag _�4 _lb. Thermal Resistanc.e(R Value). R -U Brand Name----- Ther-mal ame__Thermal Resist:ince(l' Value) Brand Name_ Thermal Resistance(R Value) Brand Name Thennal Resistance(R Value) I hereby certify that the above.insulation was installed in the above building in�r�fo ance with the State 'Qf-�a ifornia Energy Requirements. H ns Insuon Co., Inc. #378407 _ -' I1ac STATE CONTRACTOR'S LICENSE NO. SIGPIA' . tE OF INSTALLATION APPLICATOR DATE I. hereby certify the above instj].:►ti.on and all requited items as shown on the Building Department approved plans and attachments have been installed as required by the State of C.al,i.furnia Energy Requirements. All equipment,- devices and materials are of the quality prescribed or are o specifically approved by 0,(! Sr_atc of California. FIRM NAME/OWNER (Please`print) SIGNATURE OF OENER.AL CONI`RACTOR OWNS R STATE CONTRACTOR'S LICENSI3 NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARIMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 M COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS, 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS.. 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION_ NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date COUNTY"OF BUTTE DEPARTMENT OF PUBLIC WORKS' " 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Da r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS '• / 196 Memorial Way, Chico — Phone: 891-2751 6 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE r tr OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when corr ction of work is completed. If you have any question pertaining to this matter or need additional explanation, please contact ,this office immediately. U .1- Inspector 1k . _ COUNTY OF Bl7TT DEPARTMENT OF PUBIC WORKS — 196 Memolrial Way, Chico —Phone: 891-2751 7 County Cepte�, Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 s CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please•Fontact this office immediately. Inspector Da / COUNTY OF BUTTE , DEPARTMENT OF PUBLIC WORKS ° 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE oco.a, A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this mjtter, or need additional explanation, please contact this office immediately. G 1 0 � fir S Inspector '-/�;~ r� Dat�S'4pS t.A) ..r'4 PERMIT NO. 3677-84B,P,E,M •, .k` ) PERMIT EXPIRES �. OWNER JAMES BLACK ,¢tai ' �,s•�*' • .eY •tl fNr � ��' , owner CONTR. S is "" • ASSESSOR PARCEL 40- 14-51 �`,, t• LOCATION S/S Brimson Ln, 3001E Lott Rd, Dur x/ Ou-141,CCC OFFICE COPY I},f tom. Address al . GAS rl. Meter By_ x1.1 Date � ELECTRIC t Meter By Date • I Temp. Power Pole_ Called PG&E _ Temp. Elec. Service Called PG&E_ �Temp. Gas Service _ Cal led PG& E JOB FINALED (Date) Signature k. d '1 yt . 0 = Not OK - = Not Applicable MOBILEHOMES MISCELLANEOUS = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except q's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts- Beams-Rftrs.-Con nec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except H's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 9. Exits; Insp.-Sketch - 10. Cert. of Occupancy Card -BI 10. Plumb; Cir. Test -Water Supply Test Date Card -BI Date Card B-1 Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date �;,t J = OK 0 = filot OR Not Applicable Not Ready t• � RESIDENTIAL (Single and Duplex) Date UND RFLOOR Plans OK exce tk's Date FR NG Continued oning requirements -Setbacks -Ease ents ; _Vroperty Line Firewall & Openings Ftg., Main; Soils-Steel-Elec. Grn .- /17,/- Ftg. Depth 4 Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Ftg., Garage; Soils -Steel- / /" Ftg. Depth .Se -Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection I Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 31!Plywood on Roof Overhang -Attic Vents -Rafter Outriggers V.Atemwalls, Main; Steel-Blockouts-Wrapped-Slab52. iding-Na' 'ng -Veneer OryMemwalls, Garage; Steel-Blockouts-Wrapped-Slab Stucc esh-Drip Screed-Fdn. Vents-Underflr. Access 1//Piers-Fireplace Ft .-Steel -94. Glazing Area -Glass Protection -Skylights -Plastic IS U.W.V.: Fall -Fittings -Test way C/O -Sewer est 55. Zear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 51110.1 0. Water Pipe; Test -Anchors -Regulator -Service Test 111 Electric; Underground 1 Plenums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date i Card -BI Date / . J Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date (11 kq Card -BI Date Date FIN (Plans) OK except k's Card -BI Date I Card -BI Date Date PLUMBING (Permit) OK except N's 46zxt. Steps -Door & Sidelight Protection -Landings . Smoke Detector 14.7 Water Ht.; Vent -Access -Combustion Air Furnace; Vents -Clearance -Comb. Air-Connector- 1n Garage; Above Floor-Ducts-Mech. Protection ater Pipe; Test & Anchors -Nail Protec'0 ie D.W.V.; Test-Fttngs & Anchors-NdrL5rdfect­idb be§edroom Exiting Shower Pan; Test, First Floor -Tub Access fi�g.F< & Bath Fixtures & Tub Access Test Tub & Shower, 2nd Floor -Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels as Pipe; Size & Anchors ''1l2 -Stairs & Rails Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Card -BI L Date Card -BI Date it. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date . Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except H's . Garage Fire Door; Swin -Landing-Closer ;;-A.C. NO in Garage -Damper Fixture & Transformer Clearance -Ins. Protection tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection jL1�tlec. Receptacles Spacing -Lights &Switches at Doors ize Boxes & No.f Conductors-Sted a l . P , Elec. & Mech. Equip. Listed for Location 2. ec. Receptacles in Garage; (G.F.I.)-Romex Protec. Insulation -Foam -Looked in Attic ❑ Yes se to Edge of Studs &—C- Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 2 Appliance Circuits in Kitchen & Conductor Sizetolo- Guard Rails & Deck Construction -Post Caps Subfeed Wire Size a / ga. Cu or A.C. Wire Size / / ga. Cu or At .i4r-FdTf Vents &Crawl Hole Door -Drainage &Wood -Earth Clearance underFlo ed under Floor ❑Yes 27. Range Circ. /Jo/ ga. r AI -Oven Circ. //U/ ga. or A1, Insulated Neutral es ❑No . Following Dri�� es ❑ No; Walks Yes ❑ No; Planters El Yes LiN0 Service -Riser Conductors & Ground -Main Disconnect s' 76. Stucco; Br n-Fi ',C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Equip. Clearances; Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light Vents Above Roof; Plbg.-A liance-Firepl.-Clearance to Opn s. WANater Well; Disconnect, Qlectrica-j Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B-1 Date / 1r Card -BI Date entilation throughout House Card B -I Date Card -BI Date OValass Protection j Date MECHANICAL (Perrr,it) OK except q's 8 Corrections from Previous Inspections s -Meters Tagged; Gas -Electric A.C. Ducts; Insulation & Support 8 ter & Sewer Connected -C/O to Grade -HD Approval iktent Fan; Exhaust above Insulation nergy Compliance Certificate -Other Certificates Z 3 . Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet j 4. -b. -Attic Access & Platform if Furnace in Attic i Card -BI I Date rd -BI Date l Card -BI Dated j� Card -BI Date Card -BI Dat � Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING Plans OK except p's Comments at Final: ills; Proper Material & Anchors Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound SK Bearing Walls over Girders & Floor Nailing b,&: -Draft Stop in Walls (rat proof) ireSto s; Furred Ceilings -Stairs -Chases -Tub Header &Beam -Size & Bearing 44,1 Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfnp. (44 Fireplace Ties or Type A Flue -Fireplace Throat 46/Attic Access; Size & Romex Protection -Draft Slop -Ins. Baffles 46/Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 4g., -Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO; ASSESSOR - [PARCEL �I� �E S /TL . `SV( BUILDING PERMIT OWNER TELEPHONE ,SQ. FT. OCC, BUILDING VAL TION OWNER'ML NG AD ESS Q (9 3 CONTRACT R'S NAME TELEPHONE CONTRACT 'S AILIN ADDRES j 6 Fireplace 0 0 CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADD/ Permit Fee $ a , ARCHITECT ORNGINEER A/141t&t-LI- " a4" -e - ` LICENSE No. Plan Checking Fee $ Penalty e $ S. ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS S - PLUMBING PERMIT Filing Fee 10.00 IIJJ #2 Each Trap 2.00 2Z , Solar Water Heater 20.00 Water piping 5.00 15,00 LOT NO.SUBDIVISION NAME PARCEL M P .. Each qas water heater or vent 5.00 r Gas piping system 1 - 5 outlets 5.00 61D USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 t„00 Mobile Home S I G I W 10.00 e TYPE OF WORK New9/---,Addition ID Remod`❑ utilities [:IInstallation❑ Other E-] Describe work:r--rr;+"..(_ _ f/y-7� Permit Fee $�j" `Z , OT- Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1000V OR LES SLESS 10.00 ©,6U 0 AMP ORS Main service EA. ADD'L 100 AMP 2.50 2.,56 NEW CONST. ( DWELLING OCCUP.&\ OR ADDNS. ACC. BLDGS. / 'Z��ZQSQft / 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 f force and effect. .�y-� i License No.� �S ` 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 CO ID R BRANCH CIRCTITS 2.50 ea NEw -CONSTR (POWER APPARATUS . & NON RESID. SINGLE OUTLET CIR Zoesoa Ex. Occup(ouTLETS OR FIXTURES 9AL®30Q FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring J 15.00 12,2, 00 Permit Fee $ 2b Contractor MECHANICAL PERMIT FiIingFee 10.00 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 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. Heating Q 000 g , Cooling , Hood 3.00 3, 00of Ventilation S p(1 3, GO 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, indemnify and keep harmless the County of Butte against all ('abilities, judgments, costs, and expenses which may in any way accrue— agai t said County in consequence o the granting of this permit. -� Date %/ —7 X- Signature of Applicant — Owner R) ContractorZ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ x„3 CO) TOTAL PERMIT FEE $ 2ci f OCCUP. GROUP I TYP of CONST. �V PARCEL PD HD 187 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE R OF PUBLIC BY PE*T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No.���d WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 0FFJCi4'A -R£COPUE BUTTE COUNTY- F'ECOROS REQOESTZZ-, Nov 29 12 o3 Fri Igip, CLERK - E�F:C�ftLErZ 84a43377 OFF Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included NOT COMPARED WITH LDOCUMENr within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of'agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCEL I: Parcel 2, as shown on that certain Parcel Map entitled, "Lot 89 of the Durham State Land Settlement in Section 29, T. 21 N., R. 2 E., M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California, on October 21, 1977, in Book 62 of ParcelMaps, at Page 95. PARCEL II:�` A non-exclusive easement over Parcel 1, as shown on that certain Parcel Map en— titled, "Lot 89 of the Durham State Land Settlement in Section 29, T. 21 N., R. 2 E., M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the -County of Butte, Stat'e of California, on October 21, 1977, in Book 62 of Parcel Maps, at Page.95. Date: November 28, 1984 State of California ) County of Butte ) SS. P PERTY OWNERS: o James R. Black On this the 28th day of Nov. , 1984 , before me, the undersigned Notary Public, personally appeared James R. Black 7Cx/ Personally known to me. E/ Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. Notary Public orFIC?AL, SEAL NGTARY PUBUC: - CALWC!iP:iA COL'SA COlR17V My C.mm. Expires Nc. IY, IV86 P PERTY OWNERS: o James R. Black On this the 28th day of Nov. , 1984 , before me, the undersigned Notary Public, personally appeared James R. Black 7Cx/ Personally known to me. E/ Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. Notary Public ZONE 11 OWNER _/ POINTS PERMIT NO. -36. 77- ?e ASSIGNED ACTUAL 1. SLAB - INSULATION 2. PRISED FLOOR - R-19 3. CEILING - R-30 4. WALL - R-19 �- 5. NORTH GLAZING - 2.4-3.6% i 6. EAST GLAZING - 2.5-3.6% 7. SOUTH GLAZING - 1.6-3.6% �G a 8. WEST GLAZING - 2.9-3.6% �• �� 9. SKYLIGHT - 0-1.3% �• Z 10. SHADING (Exclude Overhang) EAST - A L .66 O SOUTH - 4-6 .19-.42 / WEST - 018 .13-.36 .SKYLIGHT - O -L .37-.57 _ 11. HORIZONTAL SOUTH OVERHANG 2' 3 12. MOVABLE INSULATION - NONE Q 13.; INFILTRATION (Standard=0)(Tight=+12)_ 14. THERMAL MASS SF 15. , GAS FURNACE (SE) 71-76% 16.- HEAT PU11P (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% WOOD STOVE GAS 4. 4/. 4 -?Q 6A -r _ WATER HEATER 0_ ATTIC46.3_ OTHER - TOTAL POINTS = 'able 3-1. Slab Floor Points j. .� -_-7 I ln:-jla- I R -Value of Insvlstion I I tiun I I Depth, --f I inches 1 0-2 1 3-4 1 5-6 I 7+ I i I I I I I 1 0- 11 1 -5 1 -5 I -5 I -5 1 I 12 - 15 1 -5 I -3 I -2 I -1 1 1 16 - 19 I -5 j -2 1 -1 i 0 1 I 20 + I -5 I -1 I D I +1 I 7/7/83 Table 3-3a. Ceiling Insulation Points R -Value of Insulation I Pointe -4 -2 0 +2 +b Table 3-4a. Wall Insulation Poin I R -Value of Insulation I Points 11 1 -7 19 I 0 24 I +2 30 i +3 Table 3-5. North-FactnR Clazin¢ Pts I I Glazing Type I I Total I 1 I of I Sngl, bl D, -r--T-p-1,7 I Floor l U- I U. l uir- I I Area 10.66 10.42- 10.41 I I 11.10 10.65 I down l O +q +4 +4 1 0.1- 1.2 I +4 ! +4 I +4 I I 1.3- 2.3 1 +1 I +2 I +2 i I 2.4- 3.6 I -2 I 0 1 +1 I i 3.7- 4.8 I -4 I -2 I -1 I I 4.9- 6.1 I -7 i -4 I -3 1 I 7.4---8.21 -12 1 '8 I -7 I I 8.3- 9.7 I -14 I -10 I -8 I 1 9.8-10.8 1 -17 I -12 I -10 1 1 10.9-12.0 I -19 I -14 I -12 I 112.1-13.2 I -22 I -16 I -13 I 113.3-14.5 I -24 I -18 I -15 I 1 14.6-15.3 [ -27 1 -20 I -17 I �►/ ` oK Table 3-b. East-Facin Clazin Pts. Table 3-7. South-FecinR Clazine Pte Table 3-10. Shadine Coefftrlonr v„t.,r. 1 I Glazing Type I I Total I J I I of I Sngl, Dbl, Trpl, I Floor I (U - I (u - I (u - I Area 11.10) 10.65)1 0.41)1 I I oints i oints I ointsl o +! 1 +9 11%3 I up to 1.5 1 +2 I +2 I +2 I I 1.6- 3.6 1 -1 1 0 I 0 1 I 3.7•- 5.2 1 -4 1 -2 I -2 I I 5.3��- 6.5 __1 -6 I Zj_ I -3 I I L':L=77 -9 1 -6 I -5 I I 7.8- 8.9 I -11 1 -8 I -7 1 1 9.0-10.0 I -13 I -10 .i -9 1 110.1-11.5 I -17 I -13 I -11 I 111.6-13.0 I -21 I =16 1 -14 1 113.1-14.5 I -25 I -19 I -16 I 114.6-16.0 1 -28 I -22' I -t9 I Table 3-8. West -Facing Clazin Pts. I 1 Glazing Type I I Total I 1 Z of I Sngl,Dbl, Trp1,1 1 Floor 1 (u - I (U - I (u - I I Area 1 1.10) 1 0.65) 1 0.41)1 I [points [points I ointsl 0 1 46 1 •6 1+B, Iu to 1.3 1 +5 1 +6 1 +6 1 1 I +3 1 -8 1 +5 I I 2.7- 2.8 I 0 1 +2I +3 I 1 2.9- 3.6 i -3 I 0 1 +1 I 3.7- 4.2 I -5 I -2 I 0 1 I 4.3- 5.0 I -8 I -4 I -2 I 5.1- 5.6 I -10 I -6 J -4 I 5.7- 6.2 I -13 1 -8 1 -6 I I 6.3- 6.9 1 -15 I -10 I -7 I I 7.0- 7.6 I -18 I -12 I -9 I I 7.7- 8.2 1 -20 I -14 I -11 I i 8.3- 8.8 I -22 1 -16 1 -13 I I 8.9- 9.5 i -25 I -18 1 -15 I I 9.6-0.1 I -27 -20 I -16 I 110.2-11.0 I -29 I -23 I -17 I 111.1-11.8 I -35 I -26 I -21 I 1 11.9-12.7 I -38 I -29 I -24' I 1 12.8-13.5 I -42 I -32 I -27 I 113.6-14.3 I -46 I -35 1 -29 I 1 14.4-15.2 I -50 I -38 1 -32 i I I I I 1 Table 3-11. Horizontal South Overhane Points Table 3-9. Skvlioht Points Sau[h Gla -in I s� c by I I Orien- 1 I Floor Area tation I I East I 1 3.2-j I 1 0-3.1 I to 16.4 up I I I 6.3 I 1 0 -.19 I 0 ( +1 I +2 I .20-.36 I 0 I 0 I 14 I .37-: 0 I. -.82 -6-' I 0 1 _1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 16.4 18.0 19.6 I I to I to I' to I to I up I 13.1 16.3 17.9 19.5 I I I 0 -.18 1 0 1 +1 I +2 I ++22 TI +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 1 0 1 -1 1 -2 I r2 -3 f up -1 ' .I 0 l �!' I -4 I -4 I -6 West I .1 11.6 13.2 16.4 18.0 I to I to I to I to I up 1.5 i 3.1 i 6.3 i 7.9 0--12 I 0 1 +1 I +3 I +6 I +7 .13-.36 i 0 1 D I 0 1 0 1 0 .37-.57 I 0 1 -1 I -3 I -6 I -7 .58-82-3 -3 I -6 I -12 I -15 p I I -4 I -8 I -16 I --70 I I I I Skylight I .1 I .8 1 1.6 13.2 14.0 I to I to I to I to I to 1 7 1 1.5 13.1 13.9 15.2 FT -T -F--7- 0-.12 10 i +1 I +3 I +6 ( +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I =5 l -: .58-.82 1 -1 I -3 I -6 J -11 8u� I I I -4 J -8 I -16 I -20 I I i I I I Glazing Type I I I Glazing Type I 1 Total I I -'-I Total I I i Z of T Sngl.Dbl, Trpl,l I Z of I Sngl, Dbl, Trpl, I Floor I U- I U- I U - I Floor I (U - 1 (U - I (U - I I Area 10.66- 10.42- 10.41 I I Area 11.10) 1 0.65).1 0.41)1 1 11.10 10.65 i down I I Ipoints Ipoints I ointsl I o I +4 +4 ♦4-T I uv to 1. -1 I 0 I 0 I I up to 1.3 1 +3 1 +4 I +4 1 I -3 I I 1.4- 2.4 1 +1 I +2 I +2 1 I 2.3- 2.8 I -6 I -4 I -3 I 1 2.5- 3.6 1 -2 I --b I 0 1 I 2.9- 3.6 I -9 I -6 I -5 I 1 3.7- 4.6 1 -5 I -2 I -1 I I 3.7- 4.2 1 -11 I -8 I -6 1 1 4.7- 5.6 1 -8 1 -4 I -3 I I 4.3- 5.0 I -14 I -10 ( -8 1 1 5.7- 6.7 I -10 I -6 I -5 I I 5.1- 5.6 ( -16 I -12 I -10 I I 6.8- 7.7 I -13 I -8 1 -7 I I 5.7- 6.2 1 -19 I -14 I -12 1 I 7.8- 8.7 ( -15 I -10 i -8 I I 6.3- 6.9 I -21 I -16 I -13 I ( 8.8- 9.7 I -1.7 I -12 i -10 1 1 7.0- 7.6 i -24 I -18 I -15 I 1 9.8-11.2 I -21 1.-15 I -13 I 7.7- 8.2 I -26 I -20 I -17 I 111.3-12.7 I -25 1 -18 I -15 I I 8.3- 8.8 1 -28 I -22 I -19 I 112.8-14.0 I -23 I -21 I -18 1 I 8.9- 9.5 1 -31 I -24 1 -21 I 14.1-15.3 I -32 I -24 1 -20 I I 9.6-10.1 I -33 I -26 I -22 I Table 3-2. Raised Floor Points T I +2 I I R -Value of I i Insulation I I i Pointe 1 I I below 3 I -12 I I 3-4 I -0 i I 5-7 I -6 I I 8 - 12 1 -4' I I 13 - 18 1 +2 1 19+ i 0 9 I Length Out I Area, S of -Floor I I from Wall I I I ft T- I 1 0-6.3 1 6.4 up I I I I 1 0 - 0.5 1 -2 1-4 10.6 - 1.0 I -2 I -3 I 11.1 - 1.9 I -1 I -2 I 2.0 up i 0 i 0 Table 3-12. Movable Insulation Points I Moveable Insulacioo�l I 1 Area, Z of Floor I Points I 0 - 5.5 I 0 I ' 5.6 - 11.5 I +2 I 11.6 - 17.5 4 I 14- 17.6 17.6 - 23.5 I +6 i >23.6+ I +8 Table 3-13. In H ltzation Control Fee.tvres Points - I Control Features I Points I T-- I I (,Standard I 0 � I I ! 7.9 air changes per hr I I T_ I I I Tight I +l2 " I I I i 10.6 air changes per hr I' I i I ! Ta Die 3-15. Gas Furnace Without _ Refrigeration Cco1r._ _ Points 1 I Seasonal Efficiency I Points I I (5E), Z 1 I 71-76 1 0 I I 77 - 82 I +2 I I 83 - 38 1 +4 I I 89 - 94 ! +6 I I 95 up I +8 I ! I I Table 3-16. Peat Pumo Points T I 15 - 23 i +4 I i Energy Effie:eney i Ports I I Ratio (EER) I I I 7.5 - 7'.9 I +3 I I S.0 - 8.3 I +6 I 8.4 - 8.7 I +9 I I 8.8 - 9.1 I +12 i I 9.2 - 9.6 i +15 1 I 9.7 - 10.2 I +18 I I 10.3 - 10.8 I +21 I 10.9 - 11.5 I +24 I 1 11.5 - 12.3 I +27 I I 12.4 - I 13.2 I +30 1 1 I Table 3-17. Gas Furnace With Refrlveration Caoline Points ;RefcISeraclon1 Gas Furnace. I Cooling I SE : I 1171-177-183-189-195 I 1 761 821 881 941 vo I I 8.0 - 8.3 I 01 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +:i +51 +81+10 I 1 8.3 - 9.2 1 +41 +61 +EI+101+12 1 I 9.1 - 9.7 1 +61 +81+101-121+14 1 I 9.8 - 10.3 I +31+t a1+121+1+1+16 1 110.4 - 10.9 i+101+12i+I.1+16!+18 1 1 11.0 - 11.6 1+1214141+1614-181-120 1 •I I ! I I I 7/7/83 ZONE 11 TABLE 3-14 (ADAPTED) INTERIOR THERMAL MASS POINTS PASS DWELL IhG ARFA SQUARE FOOT AREA 1,000 1,500 2,000 2,500 I 3,000 3,500 4,000 I 4.500 _5_.000 1 SQ. FT. I A B C D A 8 C D A 6 C D� A B C 0 A 8 C 0 A 8 C 0 A 8 C D A 6 v D B C 50 2 2 2 2 2 2 2 0 1 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0. a 0 0 '.00. 4 4 4 2 2 2 2 2 2 2 2 2 I 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 0� 0 0 0 0 1 ISO 6 6 6 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 7 2 2 2 2 2 2 2 2 2 0 2 I 2 01 2 I 2 D I 200 8 8 6 / 6 6 / 2 4 4 4 2 4 4 2 2 2 2 .2 2 2 2 2 2 2 2 2 7 2 2 2 ?� Z 1 0 2S3 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 7 2 2 2 2 1 I 2 2 2 307 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 0 4 2 4 4 7 2 2 2 2 2 2 2 2 2' Z. 2 2 2 350 14 14 12 8 10 1G 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4• 2 4 4 2 2 4 4 2 7I 2 2 2 v 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 I 4 4 7 2 I 3 4 2 2 S03 18 18 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 „6 2 6 5 42 4 41 2 ! 0 4 j 603 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 I 6 5 4 2I 6 6 a 2 1 703 24 24 20 14 18 16 11 '10 14 14 12 0 10 10 10 6 10 10 8 6 8 8 6 4 I 8 6. 6 4! h 6 5 4! 6 6 R I 230 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 R 8 4 6 6 C 8 6 6 4I 6 5 6 ' i 903 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 Is 8 '8 d 8 1,000 30 30 26 18 ?2 20 20 14 18 18 16 10 14 14 12 8 12 12 13 6 12 10 10 6 10 10 B 6 8 8 0 41 8 E 4 i 1,;OU 32 32 28 20 I24 24 22 14 20 20 18 10 I6 16 14 8 14 14 12 8 12 12 10 6 10 la 10 6 13 10 8 (1 !J I e e 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 1? 12 10 E `10 10 8 6 in 10 8 6 1.'!00 34 34 32 22 28 26 24 16 22 22 20 12 18 16 1E 10 15 14 14 8 14 12 12 6 12 12 10 6 12 1.0 10 Ci 10 1e, r. u 1..00 34 34 32 24 28 28 26 i8 24 24 20 14 20 20 18 12 18 16 14 10 14 14 12 8 14 14 12 8 ` 12 1? ;G E; 10 19 Is E 1 1.500 136 34 34 24 30 30 26 18 24 24 22 14 I22 20 iS 12 18 18 16 lb 16 16 14 8 14 14 iZ b 117 12 10 GI ;7 I? I" 6 i 2,000 I 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 20 20 18 12 IB 18 16 10 16 16 is LI 14 14 12 B ! 2,500 34 34 30 22 I30 30 26 l8 26 26 24 16 24 24 22. 14 22 22 i3 .2 20 20 18 !:•1 19 1.1 15 :0 3.000 34 32 30 22 30 30 26 18 28 26 24 16 I24 24 22 14 22 22 20 14� :: .3. 12 i 3,500 32 32 30 ZO 30 30 26 Id �28 28 20 16 26 24 _22 It 1 !4. ,4 ?0 14 ' 4,090 32 32 30 20 I30 30 26 18 79 28 24 1 2. 6 2.5 2Z 1F 4,503 132 32 28 20 130 30 26 1E j iii .. ?4 1E __j 32 17 2i 29 j IJ 3G 76 I A) i. 3's' Concrete Slab: HC -8.93; R-.29; Factor -7.3 - 2. 3 3/4' Thick Common Brick: !IC=7.125; R-.13; Factor -7.3 8) 1. Sk- Concrete Slab: HC -14.106; i -.4i8; Factor -7.1 WOOd StOVe c) 1. li 8` solid Filled Block: HC•20.63; R-1.93; Factor -6.t #33 pointis'(no back up) 2. 8` Sod Filled Block With Both Sides EaposeA Ta Conditioned AIr. Casablanca fan + 1 point NOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: IIC-10.164; R-.963; Factor -6.1 0) 1' Thick Concrete/Tile: HC -2.55; R-.083; Factorr3.7 Table 3-19. Zonally Controlled Electric Reslstance Space Heating Points ' Points for this measure will Table 3-20. Solar Hater HeatingWith Cas Backus Paints , I be completed after the CEC 1 I has approved an Alternative i I Component Package for Resistance I 1 seat. 1 Table 3-18. Active Solar Space Heating with Gas Points I Net Solar Fraction I Points I i I 1 I 0-6 I 0 1 I 7-14 I +2 i I 15 - 23 i +4 I I 24 - 30 I +6 I I 31 - 39 I +8 I I 40 - 47 I : +10 1 I 48 - 55 I +12 I I 56 - 63 I +14 I I 64 - 71 I +18 i ! 72 up I +20 I M.ultifamll (per unitpoints) -Points 1 f i I I Gas Only I I I Floor Area I Beat Pomp ! i i 0 ! I Net Solar Fraction (NSF), Z per Un E. 1 Heetlnj the Require- ! I 1 menti E:s Part 2 I ft2. i I I Or. t -• __ I 1 0.9 10-19 20-29 30-39 40-49 50-59 60•-69 70-79 , 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +t6 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +l +3 +4 +6 +7 +8 +10 2,(1,00- and up 0 *I 1 +2 +4 +5 -+6 +7 +9 All others (pe r building points) 800-8.99 0 +5 +10 +14 +11 +24 +29 +34 900-999 0 +4 +5 +13 +17 +ii +26 ' +3f• 1,00(}-1•,199 0 +4 •1.7 +11 +15 +19+22 +26 l,2Af,1,499 0 +3 +6 +9 +12 +15 +lis +21 1,500-1,999 0 +2 +5 +7 +9 +17 +14 +lc 2,000-_,999 0 +2 +3 +5 +7 +8 +10 +I1 3,0!:0 n..d uo 0 +1 +3_ +4 +5 +7- *9 +10 1 I Table 3-21. Other Water Heating Pta. 1 System Type I -Points 1 f i I I Gas Only I I I 0 I t I Beat Pomp ! i i 0 ! I Solar with Electric I I Resistance Backup I 1 Heetlnj the Require- ! I 1 menti E:s Part 2 I I I Electric Resistance I i I I Or. t -• __ I 1 GLAZING PLAN TAKEOFF SHEET ' 3-5 North Glazing QUANTITY SIZE �.(SQ.FT.) (aj ( x S0.5V _ (b) x 009D _ 46 (c) —� x Ld CUP _ _lam (d) �_ x /OGD = L2_ (e) x Total North Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL NORTH TOTAL BLDG GLAZING FLOOR AREA. ��. ex SQ.FT. SQ.FT. CONVERSION TOTAL % FACTOR NORTH GLAZING 100 3-7-09iRr Glazing QUANTITY SIZE AREA (SQ.FT.) (a) �L x /6jrV _ ZS (b) + x . 4jo = LL__ (c) / x 3010. - SQ.FT. (d)' I x Gd/o = :�— (e) x :Total South Glazing. _ (SQ -FT.) (a+b+c+d+e) TOTAL SOUTH ..TOTAL BLDG, CONVERSION TOTAL GLAZING FLOOR AREA. -FACTOR SOUTH GLAZING .S 7og2 x 100 % SQ'.FT. SQ.FT.. ;. 3-9 Skylights QUANTITY SIZE AREA (SQ.FT.) (a)_ x ,;to (b) x = (c) x _ Total Skylights (SQ.FT.) (a+b+c) TOTAL SKYLIGHT TOTAL BLDG GLAZING FLOOR AREA 4 : �O �/ Z x SQ.FT. SQ.FT. OWNER .,15" PERMIT NO. 7/83 FOR M .7-v mmm-c utazing QUANTITY SIZE AREA (SQ.FT:) (a) 2 x 30300 _ -Oslo (d) �1— x jroWft = Zoe_ (e) x o Total East Glazing /dW.6 (SQ.FT.) (a+b+c+d+e) TOTAL EAST TOTAL BLDG GLAZING FLOOR AREA SQ.FT. SQ.FT. CONVERSION TOTAL % FACTOR EAST GLAZING 100 _ G .O % 3-8 West Glazigg QUANTITY SIZE AREA (SQ.FT.) (a) �_ x Am. (b) -.c- x (c) x (d) x Q (e) x _ Total West Glazing = _ . S (SQ.FT.), (a+b+c+d+e) TOTAL WEST TOTAL BLDG CONVERSION TOTAL % GLAZING. FLOOR AREA- FACTOR WEST GLAZING CONVERSION TOTAL FACTOR SKYLIGHT GLAZING 100 d. 2 �•S 'I L x 100 SQ.FT. SQ.FT. .3/�. 8' RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) �j Bldg. Permit # - _Y 77-r OWNER �i%,yf,s .fiiG� A.P. �k •�d -/S' " t> A. 'GENERAL Zoning requirements Valuation. xol Signature by R.C.E. (sideyards and parking). or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions. ✓Setbackq, sideyards, easements, etc. �• Other buildings or structures. Grading,, fills, drainage. C. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). .01 Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per.State law). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s`in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas equipment,:and plumbing fixtures. Garage firewall, door size,, and closer (Sec. 503(d)(4)). 1 - 3'0" exterior exit door (Sec. 3303d). Fireplace location. ;,31. Smoke detectors'(Sec. 1413). D. STRUCTURAL DETAILS Foundation.plan complete enough to construct building. / Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 40. Roof construction details complete enough to construct building. Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR , .- CCX plywood on exposed locations and overhangs. ,i2:' Stairway details (Sec. 3305). Guardrail details (Sec. 1716). ,4! Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). - Rafter ties or bearing ridge beam. �8! Garage door or porch header sizes. �9. Adequate bracing. ;k. Living area over garage - complete 1 -hour separation required including supporting lls and posts, etc. 1. Two (2) exits on three-story dwellings (Sec. 3302). 9 ' FORM RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY Owner� �474� Climate Zone Permit No.,-b % 7-6W Floor Area 1092 _, Compliance path: Package ❑ A ❑ B ❑ C *Point System ❑ Budget ,9 Other MIN R-VALUE DESCRIPTION REQ ' D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling ® Wall Slab Floor Perimeter ❑ Raised Floor (2)• INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16, (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. ® (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple ® Total' Bldg ,a/., g Ar. t ® North 26 0 East /. South G, p West Q► 8 ® Skylights O• L (B) Shading Shading Coefficient Description ❑ East ❑ South ' ❑ West ❑ Skylights (C) South Overhang , Length of projection .7 ft. Description ACW46 ❑ (D) Moveable insulation: Area ft2 Description (E) Thermal mass /VpT C-+JCQJ -P-JZ fps OIC ❑ Type -.Area Ft .2 HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC=' Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location, 7/83 7/83 2 FORM I ■ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening • of the firebox; a combusion air intake equipped with a readily accessible,: openable, and -tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING; AIR CONDITIONING SYSTEM (A)." Heating ® Central Gas Furnace (brand and model number) SE 0 ll Btu/hr All (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar 'type (liquid or air) Collector brand and ft2 ` model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) *1 (B) Cooling Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) E3 Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) - ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. ® (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. - (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 h FORK I t (6) DOMESTIC WATER SYSTEM ■ -(.A) Gas Only Gallons i (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) * 2 Active Solar (collector brand.and model number) (rated y -intercept) (rated slope) (solar fraction) ft2 *(backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) 13 'Location of Solar Panels ❑ Other (Describe) :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water• heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). ,® (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING ® (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature 2-7_°, elevation _% �� ', heating load 7/ _BTU elevation factor _1_.42Q x heating load = maximum outlet capacity gas furnace BTU ' Cooling: Summer design temperature 102- °, cooling load 74Y,10 BTU *2 Submit T.I.P.S.E. chart or•other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 INGNER OR APPLICANT SIGNATURE OF BUILD 3 RESIDENTIAL __ 040-580-022 PERMIT #96-2108 HANKS, Alan 1762 Brinson Ln., Durham Cont: Dave Souza ! ` New Pri Det_Garage/Shop �jaf t _ f r _ , A } ' N 1 S1µ' ' OFFICE COPY A ress GAS �.,. Meter By ELECTRIC Date i Meter By Date L JOB FINALED (Date)�- Signature I V=OK O = Not OK '=NottRealdyble MOBILE HOMES 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) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete ISCELLANEOUS Date 6. Gas; Location-Test0rap; / /"L'ft.. / /Nat. or/ /Lt./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 6. Carpo ows-Doors AJ rmg.; Sils-Anchors-Studs-Rftrs-Trus Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks Easements Date 2. Footings; Size -Spacing -Marriage Line Date 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ISCELLANEOUS Date DEC -W, COVERS, CARPORTS, GARAGES lana OK except #'s . Zo ' Requirements -Setbacks -Easements eefootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carpo ows-Doors AJ rmg.; Sils-Anchors-Studs-Rftrs-Trus 9. Si ' ailing Veneer -Stu esh oof; Shthg-Roofing 1 .; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts -GA 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6-Circulafing Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 0= 0 = - = * = OK i Not OK No ; RESIDENTIAL(! Not Applicable ? Not Ready Date 48. UNDERFLOOR (Plans) OK except #'s 49. 1. Zoning-Setbacks-Easments-Flood-Slope Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 2. Ftg., Main; Soils-Elec. Grnd.-/ J' Ftg. Depth 52. 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth r Ext. Doors -One &-Check Garage 3rd Story, 2 Exits 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 55. 5. Stemwalls, Main; Steel-Blockouts4Nrapped 57. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Glazing Area -Glass Protection -Skylights -Plastic 6a. Hold Downs and Special Anchors Shear Walls; Nailing -Bolts 7. Slab, Steel -Wrapped 61. 8. Piers -Fireplace Ftg.-Steel - Infiltration -Walls -Windows 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Date 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Card B-1 Date Card B-1 11. Water Pipe; Test -Anchors -Regulator -Service Test 63. 12. Electric Underground - - Smoke Detector 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 66. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies G.F.I. & Bath Fixtures & Tub Access -Spa 15. Access & Ventilation -• 69. 16. Insulation Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. Date Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance Card B-1 Date Card B-1 Date 74. Card B-1 Date Card E-1 Date A.C. Duct in Garage -Damper PLUMBING (Permit) OK except #'s Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 17. Water Htr; Vent -Access -Combustion Air Baffle 78. 18. Water Pipe; Test & Anchor -Nail Protection Insulation -Foam -Looked in Attic 19. D.W.V.; Test Fittings & Anchor -Nail Protection 81. 20. Shower Pan; Test, First Floor -Tub Access Following Instld./Drive 0 Yes 0 NoM/alks 0 Yes 0 No/Planters 0 Yes 0 No 21. Test Tub & Shower, Second Floor -Tub Access 84. 22. Gas Pipe; Sixe & Anchors Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date Corrections from Previous Inspections ELECTRICAL (Permit) OK except #'s Gas Test -Meters Tagged, Gas -Electric 23. Fixture & Transformer Clearance -Ins. Protection 93. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled Date 26. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Comments at Final: 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Ranje Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 _ Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 3)ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roll Brac.-Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One &-Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 R Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector - 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoM/alks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 14,4AI s Z/o a OWNER 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. Date ' (2— -Gjtp Inspector REV 10192 % - �o oho -spa - 4 �. Q?. ELEVAi7CN-CERTIFICATE O Frwr,NO►.,3061,'e FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAMA ATTENTION: Use ar this centtticin;e :foes not provide a walver of !h9flood Insurance purchase requirement. This form is used only to provide olevatlon iniGomation n+ceseary to ensure cort+pllance with'appllcable community floodplain management ordinances, to determine the pcw. wr insuranca premiurr rate, and/or to oupwrl o r",rect for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form oan be foaled an the following popa. SECTION A PROPERTY INFORMATION FOA+NBURANCE coupANY USE outkDlNO OWNERS N' C�� r POLOY NI, &ER —T^ aTREET A-0,0-4-CMlm roatro Apt., unit, Surf Wwor e4g. Nunes OA P.O. ROUTE AND BOX NUMBER r IANPANY MMC WrdeP.R OT*+E4 CEot;fi'PTION ('..or ltr+,i 9iock Nrwnbere, etc.} OtTY —STATE 27P OOOE SECTION B FLOOD INSURANC: RATE MAP (FIRM) INFORMATION Provide VfrM the proper FIRM (See Instructions): 1.00MN�+ett1' NuMe 2 F. PANEL. NUMBER=F*a. DATE of qAM INDEX 6. FIRu ZONE I. t!Ali6 F1000 ELiVATh)IIAB ,VA144600 !7 6 Zz STel 7. lr.,6 8- a the elevation datum system used on the FIRM for Base Flood Elevations (SFE): IrNGVO'29 ❑utter (describe on back) S. For Zones A or v, r~1>drs no SFE is.proWded on the FIRM, and thi community hu established a SFE for this building one. Indicate ttte communf y6 6FE: i U._U.0 feet NGVD (or other FIRM datum -see SBdbn B. Item 7), SECTION C BVILPING ELEVATION INFORMATION 1. Using Lha► Elevation Cor mcate Instructions, Indicate the dila rem number -from the diagrams found on Pages S and 8 that best describes the subject building'a reference level._j7N S4 A5 2(a). FIRM Zones A1-.'130, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram Is at an elevation ofl- 1111- I .'Sj feet NGVD (of other FIRM datum}-ese Socilen S. Item 7). (b). FIRM Zones Vi -V30, VE, and V (with SFE:). The bottom of the lowest horizontal structural member of the reference level from the eetactad dtepra:i, Is at an elevation of'. L I I I.0 feel NGVD (or other FIRM datum—"o Section B, Item 7). (o). FIRM Zono A (wtthout SFE). The floor used as the reference fevel from the selected diagram Is L.J. U teat above n or below ❑ (check one) the highest grade adjacent to the bul deg. (d). FIRM Zone AO. The floor used as the reference levet from the selected diagram is _. U . U feet above ❑ or below ❑ (check one) the hlghest grade adjacent to the bullding. If no flood depth number Is available, Is the buiWing'p lowest floor (reference level) elevated in a000rdance with the community's floodplain'nanagemem ordinance? 0Yes L No 0 Unknown 3. Irdeate the elevation aaNm system used In determinktg the above reference level sievations:15ir NOVO '29 ❑ Other (describe under Comments on Peg s 2). (NOTE: 11 the elevetlon dalum usod In measuring the e/evatlons is different than that uw on the FIRM ;seg Sectlon a item T„ then convert the elevations to rhe datum system weed on the PINAl and show the eonveraron equa0r; under Comments on Page 2.) 4. Elevation Mferenoe mark used appears on FIRM: ❑ Yes RfNa (See Instructions on Page 4) S. The roforenoe level elevation is ba"d on: Ya Actual construction ❑ construction drawings (NOPE; Use of conatruclion drewings is only valid If the bullWng dons not yet have the raferonce level floor in place, In which CSD this cWt*W# WIN only be valid for the building durfng !ho course of cohs(tuctfon. A post•construdlon E/evsllon Cer0ftWe wN be WWrod Orad w4lrlr„'liorr !b wmplvle.) S. The elevation of the lowest grade Immediately adjacent to the building Is: I '� . yI fee; NGVQ (or otner FIRM amum-see Sectlon B, tiem 7). BECTION D COMMUNITY INFORMATION 1, if the oommunity oMichu, responsible for verifying building elevations specifies that the reference level Indicated In Section C, Item t Is not the 'lowest floor" ae defined In the community's floodplain management ordinance, the elevation of the building's "lowest .floor' as defined by the onclInanoe lA: ; l i I ',.0 feet NOVO (or other FIRM datum -see Section 8, Item 7). 2. Date of the start of construction or substantial Improvement FWA Fan a1.31, MAY 93 REPIACFS All PWAOUS EDITICt,4 SEE l jt S FOR CONTINUATION CERT 6 April 30, 1996 SECTION E CERTIFICATION This certlftcatfon is to be signed by a land surveyor, engineer, or architect who Is authorized by state or kn;al law to ceriffy elevation Information when the e;evatfon Information for Zones At -A30, AE, AH, A (with 8FE),V1-V30,VE, and V (with 8FE) Is required. Community officials who ere authorized by local law or ordinance to provide floodp(sWn managerreal information, may also sign the ce:tlficatlom In the caro W Zones AO and A !withoul a FEMA o' community issued 6FE',, a building official, a property owner, or an ownsr's re;prKsF fust=s may also sign the cenificalion. Referonvi le,4449-arrt, b ? and 8 . 040gu(shiryj Feeavtos-if Vie certifior is unable to certify to breaiwway/non-breakaway wait, enolosure 5,10, local:; n of eonr Mn0 equipment, ttrea use, wall openings, or unfinished area Feawre(&), then list the Features) not lnciuded In ftoent(icatkxt u0sr Comments below. The diagram number, Section C, Item 1, must still be entered. I owilly thdt the intormatlor. In Sections B and C or, this oertll,'cate represents my bast oftits to interyrel the data avalla s. i understand vUt any fatso aratement maybe pun/shaW.e by fine or Imprisonment under 18 U.S. Code, Sectron 1001, CEWIFIER'8 rWNE LICENSE NUMBER (w AMA $oil elvlc _ X11 1� S16W&A- W&--5 r S0►2vES IAIC 1rRE COMPANY NAPE _ S 4 3. �..._ �G!'KJl _ eve 121Y._ tteiS �� _ �i�, l f c/6 9 ACDRE9+—^((y_y _ 6tATE ZIP DATE PHONE Copies should be rude of this Certificate for; 1) community official, 2) Insurance agent/company, and 3) building owner, COMMENTS►:(°2�'�ll_�..Y...... IZl3_.LI?15(�iK�_o�v Ss�t/ic_ �octy , 0.3�Mi G -S .._. No2rj4 o1=- rD ZgA" OAMPY ?"Iw`r 6AJ C-0 77-41,89 tUffe14l5 _Nyvh ............ T/dAt 8--L6-V4- -idAr = 16 5 16 A_ NAIL W A-�— SEr IAr 504 wcF ^!oTfi-- ��pLT Y La #vcS _.. w/Ttf E'L6i/i4Tia�u 16o,43', ow ems►. A V ZONES ZDN58 ACf C1�C+gi LL r,A00 ELEVArVN VWTH BM2!+xr CM Puns. vrt" off ootwM The diagrams above Illustrate the points at which the elevations should be measured in A zones and V ,Zones. Elevations for al: A zones should be measured at the top of the reference level floor. ElevstlDns for all V tones should be measured at the bottom of the lo+vest horizontal structural member. Pogo) 2 CGIRT 6 April 30, 1996 1 COUNTY OF BUTTE- DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION —• 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT 70- ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER AIAN HANKS TELEPHONE SO. FT. OCC. BUILDING VALUATION 11 OWNER5 MAILING ADDRESS ,768 1762 BRSON LN., DURgAM, CA 95938 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS 881 DEEIR CREEK TN_, PARADISE, CA 95969 Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ 13 89 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER UCENSE NO. Plan Checking Fee $ 99 MR -45 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE $ 272. PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE/SHOP SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: — Mobile Home S I G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service000V OR LESS ( 200A 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 .p Lic. No. J; 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 vrith licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. SO. 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL .SO FIXED APPLNS. Ex. Occup. ( OUTLETS (R S DJOR ) 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 th=_ 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 wl-ich this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling SWAMP COOTER 15.00 Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) 21 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 shoulc become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith compily with those provisions. / X rfA sir �c'Lv Date _P�6 / ; Sig Lure of Applicant - ❑ O ner l�ntractor ❑ Agent An OSHA permit is required for excavations over 60" deep and de-nolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 377.33 HAZ. FEES -- IMP FLOOD/ V CDF PARCEL Po ISS This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. X12— ( q, Date�y ate) Receipt No. dd• 3a� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR 30LDENROD-APPLICANT J \ w 4: 1 1 , . E.H. USE ONLY Plot Pon Att.W Floor Plen Auer • '" � � i $tat mE.D. TO• it Bu dmg Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Su ply: Public Private Well , Clearance for bedroom mobile home. Other ' c. Hold final for: Final clearance 0. K. for: NOTE: Specialist Date -.a+'7��gy�.y�:c�rs.�:�yp► .w gg Q r`sF��.w�ir�'YW+.ar'Vf5"', �`C:�3io'°•+'c'�;,=�: COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENTSERVICES - 131.16DING DIVISION r ` 7COUNTYCENTER DRIVE - OROVILLE; CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use At time of permit application, I was No. 49 qO S-epd -0 z i Date % ` / G F G the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submided.................................. . 2. Plot plans, 3/4 sets, signe"+y preparer of plans . .......................... 13.,,Complete plans, 3/4 sets; ,`signed by preparer of plans . ...................... 4. Engineered plans and clIA, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Forme ......................... ?,. . 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. .......... Flood elevation letter. (100 year flood California Engineer.. . V 4 Sanitation and plot plan approva /� Health DepartmentS. . ........... . City of Chico plumbing permit . ......................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. t 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). .. uest 20. Pre -inspection for required. .. o Build g Inspector A4ew (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 _ ). ).... ....... - 4. -Recorded:cop° y of�Agricultural Acknowledgement Statement. .. ....... . Letter of signature authorization. : , , .... , , , f 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 N~ -6 and (B) Parcel me zoning area and fr ntag r quirement . 1 Existing violation ex fired perms s. ..�""". Plan check list. BS�AC E ... tA� ... !�N. t LS ........................... j© % 33. 34. When you issue thepe_rpi , pro ess as follows: Mail t Dow a Mail to contractor. ' elephone 2f Y/ -�%f7C&nd hold for pickup at /5,!g= office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date l� 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 per it issuance. (Circije new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contrac or, designer, owner, was advised of above required data by ?C phone _ mail Counter by Date .0/ Contrac or, esigner, owner, was advised of above required data by phone _ mail Counter by Date[ Plans checked by l B R'cvl S Date Plans approved by �Sibows Date_ -- Sets of plans on hold inl Q A/ ,Gabinee _0X AP folder Copy - Department of Public Works 1 "T F O C )( lST I'l G s' -t -r , C. l L.& 12cu - AQC'A J 0-7. > ! / G isnmc, W o 0SE hn;sn boor, HVAC equipmapt a Ed above food elevatiirx, of _16e?� C, A�iIE� �yG E EWA�1e, Pi Q 'Na wrt y ALL 9MUCTURES AND EQUIPMENT RCLUDINQ i OVERHANGS SHALL BE CLEAR OF ALL E SI MENTS. A SET BACK OF 10 FT. FROM THE SIDE AND 10 FT. FROM THE NEAR PROPERTY LINES AND 50 FT. FROM THE ROAD CENTERLIN SHALL 8E ` L R QTRUMRES A D EQW CEFqt FOR A 2 FT. EAVE OVERHANCL ELECTRICAL, MECHANICAL, AND PLUMPING ±3K1 CONSTRUCTION ( NOT PLAN CHECKED ) NOn: All Materials & Workmanship Shall Be In SHALL COMPCY`WITH CURRENT EDITION—Accordsnce with Recognized Good Practices end OF NEC, UMC AND UPC. of a Quality Prescribed for the Specified use in the Uriform Building, Plumbing & Mechanic FO Tbla set of plane and specif Icattons 31M be CcKlm and the National Electrical Code. M T kept on the job at all times and It is unlawful to make Mme.ct4anges or alterations on same without .,a., ..,ni8sion from the Department of Public W'Grks' Winity of Butte. F -N G z -5S &z BUTTE OUN . BtPPtN1G R -EP I -RR IE DU1214piM 1 c-4 I.P. ft t"4o - SEC) - oz 2 l CO C. 0 U Eli ' ;%A V Lc �tjD. P-AwA/ Y RLE COP 1 m� rr ; - -,50u'2 4 .r f%,W ,s r q(, C a til S T. ; ,1 _ >1(' ?e, Y3/ El I M Ul Ot y 32 f KENT EL-CV/IT I GN �/(4 - IM-Iry t)U, wu BUILD DEA nV7#4 A ,w<s AP RCA1J4ss'1 L -Al' A.f'i` Dq0-596 — o222 a`' .. I/1 VC SO.JZ *a C.0)1+'S r n 3 to n{ kli ;4 0 1 Z1 Ms I :D.L-JaLs -OMO 1A31'L&Vc30 ONIG71178 ,-LNnC, =1 n8 Z6/� '3L d0 I •o-•, ►fir 3zr�s �,.,wrvL , S71V 30 NOLL VCNno3 7b'uh3O1S3Y5LD c l J 31 VOL- A34F I -- j ONLL 002 301 & J NO E b173 _ h r t ONLL 002 301 & J NO E b173 _ cY lcpS�,�+�,>y.'�y"i.�.L�t+fLa.r -77150 /��t /'j�j 3 4th�r J J , -111-m's.�.Nt �rY¢`%?�3�w < '� ..r f aJat t,� ! 00 coom a3cr m 0 Ed. :FH llbot° s+ 4i„rt}r�+tt.,e„ST. }�5��f �•r' {rev 43 ,•v '3" „;.� ic`-_i 4 "`S gvr t '+Pi+.-ier aS ,yrs •, <_4 rYnw'frr,r.:a.Wr''�'9 1t �+rro. 'sr ,r>L�-�t •4.x: rr '� rtfi ry, '{,•:i h .y cj ""='Y♦ `.�4 �, R� -K i is?t-wf'.,t L '.� -T hS \t✓niece-.'D�t'in'?s�Y'J t•SV ` � � ✓ -��r � +r ,,,, d>R••¢ � k r -�r"�. �'r.� "y. v�� �IL � r� . L ��t`qr`. � �r >tT\T <j r. 3' F ,r�•�r tMi f t x � ,�- i. <\ f iNoS � na�'i �"f� � `y - p{rt4�; � `�ti ON 100.E &007 2SIVY, a�+ ��� � ..i.i -. -�, �. � ♦2 i 2 �-. t� }. Et tei Agn.,lg.,T rC. �:. �S" -0 t y,rN: q A' _. '� F s i r f t> �'.. .Y rf i r ,�' li ,+ �T9 -✓ wl, C�c� - � __ (f?�as {� y. L > ar � \+F Z r � Tb NT c s r r - 1 �.. r+.lc. -ra Yi• �.�,e.r $J9: _ ��- rT t v v -f, � r. > £ r r,-. � c.Tw s .t - �/ \� V �/ \� r ` �i a ° o- �f o•y 'i �''' �� ry)«'Y .9 t �r T' '� 31 N11t ;'MON) 'F Y 7 y` fsa '� ���;•_r�[ 'i �J R rx4 if.. ON) r rC1 e fi -:. .Ci, i } �� .\el - �fl{� _ Y.��7l..�t� 7L� �Y. 's•+sD fzt 1 N� �e�liA�. A • \ rZ` 'iir\ „ `..f �-� ENVY :. syr k''l` f' sr� # . , -K r3'.q's .(�.r "Si >. i ' Ja:`: -X drz,s s'm'latlV``'Fx*''i•'r9 B jrt°:t,�._�.6'� -t>ra'+r r ✓ n. t ✓ - > s, a,..-�.w-,ia irk ['�.�. •f JYl .v w f Asa � 1S."r...i �r Yom" x q 'l:.-`. .F .:t.ir'A1u...�ti.51a:!>, ._.. ...•.•.s?a. rd,.:eu.La�M ....�.n _.. .. _..,... ,..� �w.cafb:C:.-:e.iu.vA._na'K'YI!ii":t?.�.`f.`.1C,..�f7...-..'�i✓tiYwf.T. _`j s,L 't'^uL' y il%�f�.�z•y ':_ `+a,. i�S'.�'+.: \i �1�" S,'33S .;�9N1��lOjN13b - �, S3?f1nO3c'!ZF a3A0 1H93H MS T 31ON1OO-4 .. x Y -6Z, 379b'1 0811 cad Se�DOZ� :`: O8n '�.'3d 38.; 77dY.S 51708 tJO1.1JNt/ . Z Z3Bf'YnN Ol SNDO?3 _Y.. 0 "N1 a3O 014 71O3 O3921PLLS1ONn .81 .S! .rr` ,: OM1 "° K .` '; - 01 N1 031b'AVDX3 39 OL SDML .9 ,z rZ! 3NO S ON SN0019 - h r t •} �,7 vim. �SW K,f fdcf �! •+ n>� 1P �rI cY lcpS�,�+�,>y.'�y"i.�.L�t+fLa.r -77150 /��t /'j�j 3 4th�r J J , -111-m's.�.Nt �rY¢`%?�3�w < '� ..r f aJat t,� ! 00 coom a3cr m 0 Ed. :FH llbot° s+ 4i„rt}r�+tt.,e„ST. }�5��f �•r' {rev 43 ,•v '3" „;.� ic`-_i 4 "`S gvr t '+Pi+.-ier aS ,yrs •, <_4 rYnw'frr,r.:a.Wr''�'9 1t �+rro. 'sr ,r>L�-�t •4.x: rr '� rtfi ry, '{,•:i h .y cj ""='Y♦ `.�4 �, R� -K i is?t-wf'.,t L '.� -T hS \t✓niece-.'D�t'in'?s�Y'J t•SV ` � � ✓ -��r � +r ,,,, d>R••¢ � k r -�r"�. �'r.� "y. v�� �IL � r� . L ��t`qr`. � �r >tT\T <j r. 3' F ,r�•�r tMi f t x � ,�- i. <\ f iNoS � na�'i �"f� � `y - p{rt4�; � `�ti ON 100.E &007 2SIVY, a�+ ��� � ..i.i -. -�, �. � ♦2 i 2 �-. t� }. Et tei Agn.,lg.,T rC. �:. �S" -0 t y,rN: q A' _. '� F s i r f t> �'.. .Y rf i r ,�' li ,+ �T9 -✓ wl, C�c� - � __ (f?�as {� y. L > ar � \+F Z r � Tb NT c s r r - 1 �.. r+.lc. -ra Yi• �.�,e.r $J9: _ ��- rT t v v -f, � r. > £ r r,-. � c.Tw s .t - �/ \� V �/ \� r ` �i a ° o- �f o•y 'i �''' �� ry)«'Y .9 t �r T' '� 31 N11t ;'MON) 'F Y 7 y` fsa '� ���;•_r�[ 'i �J R rx4 if.. ON) r rC1 e fi -:. .Ci, i } �� .\el - �fl{� _ Y.��7l..�t� 7L� �Y. 's•+sD fzt 1 N� �e�liA�. A • \ rZ` 'iir\ „ `..f �-� ENVY :. syr k''l` f' sr� # . , -K r3'.q's .(�.r "Si >. i ' Ja:`: -X drz,s s'm'latlV``'Fx*''i•'r9 B jrt°:t,�._�.6'� -t>ra'+r r ✓ n. t ✓ - > s, a,..-�.w-,ia irk ['�.�. •f JYl .v w f Asa � 1S."r...i �r Yom" x q 'l:.-`. .F .:t.ir'A1u...�ti.51a:!>, ._.. ...•.•.s?a. rd,.:eu.La�M ....�.n _.. .. _..,... ,..� �w.cafb:C:.-:e.iu.vA._na'K'YI!ii":t?.�.`f.`.1C,..�f7...-..'�i✓tiYwf.T. _`j s,L 't'^uL' y il%�f�.�z•y ':_ `+a,. i�S'.�'+.: \i �1�" S,'33S .;�9N1��lOjN13b - �, S3?f1nO3c'!ZF a3A0 1H93H MS T 31ON1OO-4 .. x Y -6Z, 379b'1 0811 cad Se�DOZ� :`: O8n '�.'3d 38.; 77dY.S 51708 tJO1.1JNt/ . Z Z3Bf'YnN Ol SNDO?3 _Y.. 0 "N1 a3O 014 71O3 O3921PLLS1ONn .81 .S! .rr` ,: OM1 "° K .` '; - 01 N1 031b'AVDX3 39 OL SDML .9 ,z rZ! 3NO S ON SN0019 - OMs. 40, 3W -00n ELEVATION CERTIFICATE Es*ft�9t,199e FEDERAL EMERGENCY MANAGEMENT AGENCY LU NATIONAL FLOOD INSURANCE PROGRAM ATT fMON: Use,,.,' ails ca6iiza.e does not provide a walvet of the !food Insurance purchase requiremer`t, This form �.uoed%only provide olavaifon ll1fc-m&hon n+tcessctry to ensure compiletncq with applicable community floodplain management ordne oes:ttgb determine the pnxw. Insurance premium rete, and/or to oupport o request for a Letter of Map Amendmerif or Revision (L'OMA'or:LOM�R); 015 Inedruc0ons for completing this turm onn be found on the following pW*. _ .. SECTION A PROPERTY INFORMATION I EOR INSURANCE CCI VAg j]8E— I BUILVNO OwNERs u1ME POLIOY 1411.042A t 8?REEr JOR689 fkvA41r p Apt., Ut*A Scree anwor 84g. NuMW OR P.O. ROUTE AND BOK NUMBER COMPANY NAIC NUMBFA _._.. ... /7(o Z_.. 2PAb_� _ LA4 NG �` OTME? CEoI;1001ION sknk Nw v3ws. etc.) AP�c! o � � — SSD O Z Z -•�1 CSTTE _. LP oo"E ._.... pU R iA M SE TION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATiUN Provide the !o!;O-Miv from the proper FIRM (See Instructions): 1. COMM,*!`!), N:iNC;R Y. PANEL NUMBER 3. WFrIX e. BATE OP ARM INM S. FIRM ZONE e. BATE R)OW ELIVAT" 0600/7 o z z S Z`i, 81) 7" (in AO Ion& w4 d"Ith) 7. Iri6:e1a the elevation datum system. used on the FIRM for Base Flood Elevations (BFE): KNOVO '29 ❑Othw (describe on back) S. For Zones A or V, v+w,6 no SFE Is provided on the FIRM, and the eommunNy has established a BFE for this building site, Indicate the communlfy's BFE; UL-LJ—L l . U feet NGVD (or other F IRM datum•--eoe Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using tM Elevation Cortf5cats instrucilons, Indicate the dt Orem number -from the diagrams found on Pages 8 and 6 that best describes the subjoct building's, reference level 0'U s$, 46 2(a), FIRM' Z,o/nees' Ai -,W, AE. AH, and A (with OFE), The top of the reference level floor from the selected diagram Is at an elevation of l i l%16! 3.A feet NGVD (of other FIRM datum -ase Section B, Item 7). (b). FIRM Zones Vi -V30. VE. and V (with BFE). The bottom of the lowest horizontal structural member of the referenoe level from the eels ad diagram, is at an elevation of ;_1__;..1_1_1.L..J feet NGVD (or other FIRM datum-seo 3ectlon 8, Item 7). (o). FIRM Zone A (without BFE). The floor used as the retorence level from the selected diagram Is U.,.J.0 feet above n or .below ❑ (check one) the highest grade adjacent to the bullding. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is U , U feel above ❑ or below [] (check one) the hlgt+est grade adjacent to the building, It no Mood depth number Is available, Is the building's lowest floor (reference Ievel) elevated in a000rdance with the community's Iloodplain management ordinance? E) Yes D No 0 Unknown 3. Indcate the elevation datum system used In determinN the above reference level elevationa:0 NOVO '29 ❑ Other (describe under Comments on. Page 2). (NOTE: 11 the elevation datum used In measuring the e/evallons r, different thAn that used on the FIRM I'$" 3ectlon 9 lom T„ then convert the efevatlons to the datum system used on the PIRM and show fhb oonversron equation under Comments on Pape 2.) 4. Elevation (gferenoe mark used appears on FIRM: ❑ Yes Xlo see Instructlons on Page 4) S. The reteranpe level elevation is based on: 'Actual constructionConstructJon drawings (NOTE: Use of 00115fructbn drawlnQs Is only valid N the bulldln9 docs not yet have the re/erence level Door In place, In whbh cage this CertlflCate WIN Only be valid for the building during the Course of caonstrucffon. A post•construdlon Elevation CereNcate WRI be rfaqulred OneO pr3n61rUt?Wn la wrrlpldte.) A. The elevation of the lowest grelde Immedlately ad)aoont Io the building is: IECII teat NGVD (or otner FIRM durum -s" Seotion q, item 7). SECTION D COMMUNITY INFORMATION I- If the community Official rasponslble for varltying building elevations specHtes that the reference level Indicated In Seclion C, Item 1 is not the IOWO*t floor' as defined In the community's floodplaln management ordinance, the elevation of tha bulk ing's lowest Jim' as defined by the ordnanoe W: - I I I -ij.0 feet NOVO (or other FIRM datum -see Sedlon B, Item 7). 2. Oats of the start of oonstructlon or substantial Improvement rm% rorrn 01-J 1, MAT 93 REPIAa$ ALL PWAOUS EOMCNS SEE gEV♦ H SOX FOR COW NUADON CERT 6 April 30, 1996 SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who IB authorized by state or I n al law to certify elevation Information when the eievatlon Information for Zones Al -A30, AE, AH, A (with 8FE),V1-V30,VE, and V (with 8FE) Is requi(ed. Community officials who ere authorized by local law or ordinance to provide floodplain managsmeal infur oration, may afeo sign the ce.."callon. In the caoo of tones <.0 &,rad A (withoul a FEMA or community is3usd SFE;, a bulidirrg utAcial, to poverty owner, or an owner'f; roptK6F:;:at':d :nay also sign the oenikA, 1l on. Refarorxri feet W.4q:t{mb 8 ? and 8 • 041ingulshiryj Foatur;+s-if ;tie c9rU1hor IB unabts to cartlfy to brea+'wway/non•breexaway wall, enaosuro g,zo, looattan of serve^Ing equ,pment, area u&a, wail open;ngs, or unfinished area Fealwe(o), Thor. Oaf the Feature(&) not Inciided In d'►e CeflftiCetlOn udder Comments below, ?he diagram number, $Action C, hem 1, must 011 be entered. 1 coil/ly Mt Me 4-irormn1101? !n ; &di0.ns B and C or, this eertllfcato represents my bast &,Yens to irrtayrel the data avellaWa. i understand that any tales erRfomant maybe punlshable by Hne or Imprisonment uroder 18 U.S. Code. Secrr'on 1001. 21 EFirri IEFr3 rL1ME IJCENSE NUMBER to AMa Seal —' !ti iZ 5M--Rb4 ulc s rrrLEr4:57 CMPANY NAME — --V�—- -- _ 3 _ _ f3 cc/� O� lv _... Ae,',-._ ____�� Q/ s E _ 04 _._ __ ADDRES!:'.,C4 "' STATE ZIP _......._...-..-...._..._ cm __.. -'- ----- 877 zS3 a2 910 ATURE DATE PHONE Copies should be Mode of this COM111cate for; 1) community otficlal, 2) Insurance liyent/company, and 3) building owner. COMMENTS: C'o uK?_�.. }'..._ . M, _/ Z x3�i?Q Si°lKr= o.y SSU/cam {�a c,E d 3Z Aflc E5 _Mww o r A OvRNAH )DA YToay l -(Lo Y _ .o AJ LO -11 12 n) IV& Com_ i 5 �V l V /-1 Z'j - 516-1... N_._..5&12y«E• AT Aloe -r4 _Pzopp n, Leve [)/-r*_Et.&yA-T1d1, ../60.43 /Ul3#e,0 A v ZONE3 WNGS "TN dAllf]�FXT ON ZONES 10 YM J ���1`l "1rJ� / ✓ �v No. /�647 The diagrams ebeYe Illustrate the points at which the elovationa should be measured in A Zones and v ZoneB. EteVatlon3 for al! .A Zones should be measured at the top of the reference levet floor. Elevatlons lot all V Zones should be measured at the bottom of the lmvest horizontal struCturat member. Pap* 2 CGRT 6 April 30, f 996 L a TOP CHORD 2x4 FL #1 m BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard to CONNECTOR PLATES DESIGNED FOA GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.00' O.C. EXTEND TOP CHORD RAFTERS. END JACKS. AND HIP RAFTERS AND SUPPORT EVERY FOUR FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM=FIR #3 OR BETTER 0 24.00" D.C. ATTACH WITH 2-16d NAILS AND 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 -FIGURE 33 OR HIB -91 SUMMARY SHEET - FRAME 3 THRU 6. SUPPORT HIP RAFTER WITH CRIPPLES EVERY TWO TRUSSES (6B') . tet. :i 1PII5 Wb. V"LIVAHEU CHUM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR RECOMMENCED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE in REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949. m 1, 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. ^1 'i 01 HIP DESIGNED TO SUPPORT 08-00-00 JACKS WITH NO WEBS. (D CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS m ERECTING .TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL w PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. rn w REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. LFI �.� 7-11-4 _,_ 8-1-8 _,_ _ 7-11-4 Di -O-O 1e -- 24-0-0 -0- R-1769# W-3'8 24 OVER 2 SUPPORTS R=17691E W-3"8 mm 7-11-4 11 = o o G'1 0 o )(*IMPORTANT),WL"tis CO611EERED D wmrs. I11c SHALL NOT BE A!5PQISIBL! FOR SW WARNINGIRUSSES REa)RS E'T"LVE CAFE iH 14110'.Tir. Ef4ECTICN Ar.D 40fE TC LL J 7 DEPIATICH FRON IRIS QSICN 07 wse SPEC)F[CAr:095. 61 Ali( rAttow f0 BUILD THE TRUSS 1N LOUFGIDIAICE HIM OSTOS W 1P1. BRIC)IIC. SEE HIS -91 BY 1?f. SEE TH)5 CESIBN FOR ADJIT10R1L SPE^-tLL PEMW4147 BRLC[IA; RC tg 4� .� y� TC f`�Q�P ` %C-i�E .O �t !d, 1 AL011E CCLVCTCAS AIM WAD! R' 209A OALP. STEEL H[ET111G ACTH OUIIL`ZUTS. WILESS DTIER.IISE ::DICAILD. TOP i0 :!: Ci4 m P �-.�� OHW CAUSR427 9 93D3S A A4A6 Gq 8 !)W!PI AS fr)TEO. APv Y COurCfM TO EACH FACE OF muss AW L+AESG OTI.FTAISE LCC41W CH THIS OESM4 P05fTICIC O'AP14M FPR CRAMItr6 fID. ISO C 1 STALOIADS CICM SHALL BH LA11441! DPACEO (11TH PRM ER LT A_14040 PLTA000 SIIEAIWM OCT 104 ew.41D ATTAWED 87610 -- SEE V 3645 r' p �Q�(� C LL 'IPk�FC!A�' t� E�i WI S 6 I I.CIEAll DOH "BIS A[ 1 E TEVIAT 931 FOR T[KAIL AT &*97.a OT. LD. PSFSERI C DRAN1114 AFLASC10 AIL CDOIDOI+EHT DEP&TED HERE DI ARD SHALL HOT BE MLUDTITUSE U"GH )H Alit OltlR T1AY. OR APi'LICATJOU. rL61AISi A1COPf OP IVISFR OLS[GIl 10 T� 1RUSi lRLCI[DV COMPACTOR. e __TPI --TD1 iF1.B5 KATE UISTI7UIE IDS - 19911 HAf)ORAL OLS1G11 9KC[f[CATION FOR M 30 WISTALCTIGU —��%C'ot cm SPACING. SEE2 ABOVE B Job: (MSTEVE--MIKE STEVENS DEWEY) / TIO COMN TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE w REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. n 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. ^' V A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 7.2.00" O -C:. MUST•'BE- PROPERLY ATTACHED -'TO THE BOTTOM CHORD. 1D w w Ln rn Ln 24' -0- 12-0-0 _ _I _ 12-0-0 -- ---T-0-0 i 24-0-0 # R=848# W=.38` - ALPIN 24jr 0'VESUPPORT�f 0. P N **IMPORTANTifif L 1Id E ENGINEERED PRODl1Ci5, IIIC. WARNING' MISSES REOUIIIE EXTREME CARE SHALL 1101 BE RESPOIISIBLE FOR AUY III HAHOL111G, ERECT 1011 AIMSC DEVIATION FROM THIS DESIGNOR THESE SPECIFICATIOIIS, OR AHY BRACIIIG. SEE HIB -91 BY TPI. SEE THIS DESIGN FAILURE 70 BUILD THE TRUSS III COIIFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BIIAC114G RE ALPINE COIIHECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIW OUIPENEIITS. UIILESS OTHERWISE INDICATED, TOP q' A446 OR B EXCEPT AS NOTED. APPLY COINIECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AIM UNLESS OTHERWISE LOCATED Oil THIS DESIGII, POSITION LY ATTACHED PLYWOOD SHEAIIIIIN:, B01 TUN CHORD CONNECTURS PER DRAWINGS 130. 150 C 16OA-F. DESIGII STAIMMMS, WITH PROPERLY ATTACHED RIGIU CEILIUG -- SEE CONFORM H/APPLICABLE PROVISIOIIS OF 11115 C TPI. All EIMIREER'S ALPINE IECWIICAL UPDATE (7/1/911 FOR PROPER SEAL Oil THIS ORAWIIM APPLIES TO IHE COMPOIIENT DEPICIEU HERE DRYWALL APPLICAIIDU FURI11SH A COPY OF THIS sjq IN Ot1LY. AIM SHALL IIOT BE RELIED I0,011 111 AIT( OTHER NAY. UESTGH TO 111E IRUSS ETIEC11014 CUHTFIACTRR, --IPI - IRUSS PLATE IIISTIIIIIE, IIRS - 1991 IIATHINAL DESIGH SRTCIFICA11011Tw1 WIIUU rnns; I MIG l l Off 9=848# W=3"8 ; jg--- 0 - - F RevQ7b717 IS' f�� SGAL,i - 06250( Q�•�f ''r 04;., TC LL 16 . 0 �S)Fs REL R fLv = 85378.s I 11 ; Cyga�yi TC D'�{�1.0 Ob6SF DATE 1'2/22/93 F' BC DL 5 SF 'D0;4cZUSR4P-7 956517 No. C043845 BC LL 00 FPSOX Exp' 63097 * TOT.LD. 31 .0 PSF I rFI viv, \P OUR.FAC. 1 . 25 OfIIIIIIIIIIIIIIIII�IIIII�IIIIIIIIII OF SPA(; f NG 24 . 0 " 2-7 ,^a';51 NOW 4wk J3sv"v a3 !r.'n .16M C9------- ------- ........ -v 0 oa -.7 -10 9 Qcr »ayI? -1 m v i I fn n I - V40 3-WN-Y3.r)(j 00 all) ?O12 -9b OHddV Mummins DO 3una . 71 sit 7-9 / he, .1 3 A k dft 4.3 3K 40 IQ �0 Lo 69 o fo A dft 3K 40 IQ �0 Lo 69 o IQ �0 Lo 69 fo N 3 to U l- fli r c., cclu O i�Ak P to U 0 . I "A IN tj k... 60 4 43 X �k2 IN Fes. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 4 NO. (Rev. 12/96) APPLICATIOUAND PERMIT ��>- AS$E�SSQRP%6 NU611 UU1111� ZONING BUILDING PERMIT OWNER _ TELEPHONE SO. FT. OCC. BUILDING VALUATION OW UNG ADDRESS 1792 BRINSON LN. DURHAM CA 95938 CONTRACTOR'S NAMETELEPHONE GALLAGHER'S HTG & AIR 800 892-35 6 CONTRACTOR'S MAIUNG ADDRESS 7808 WY 99E LOS MOLINOS CA 96055 CONSTRUCTION LENDER LENDER'S MAJUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1762 BRINSON LN. Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF L�Duplex ❑ Mobilehome ❑ Other sP�clFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Cther R Describe Work: RFPTA['F. A/1'. UNIT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 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,Na°cs,o and my license is in full force and effect.POWER License Class e 7fi-O £� C 3 Lic. No. -7% C, $ 7 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 frieirsole 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 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR AOONS. ( a ACC. BLDS. so 3.50Fr. MULTI -OUTLET @7,50 APPARATUS 8 SINOIP OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL o .50 Ex. Occup. DvriE s '(g..6°ER,,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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. IV 1 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 in uranc carrier and policy number are:, Carrier ?'' r It C- �ynQ,r I C A MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ 15-00 Policy Number , IF — O (j (The above sections need not be completed if the permit i3 for work of a valuation of one hundred dollars ($100) or less.) 13OO1 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' com ensation law of California, and agree that 'rf I should become subject to the WC Jr" co en ation provisions of section 3700 of the Labor Code, I shall f rth ith co ose r isions. X Date Sign tura . of Ap an - ❑ Owner [3 Contractor GVAgent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D FEES IMP I FLOOD I COF PARCEL PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indic to above for which fees have been paid. 'N y ate -6-12-7103 MIT EXPIRES ON of Receipt No. WHITE-D.D.S.-B.D. A Y -A SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 536-7541 APPLICATION AND PERMIT PERMIT NO ASsESSORPARCEl NJMBEA ZOMNQ BUILDING PERMIT owNER Tt "E SO. FT. OCC. BUILDING VALUATION TV 5 S , CO C'TOR's ' Fob nP73 CO ADDRESS E g QS CONSTRUCTION ER Fireplace LENDER'S MAILING ADDRESS Total Valuation S ARCH ECT OR ENGINEER uaENSE NO. Fifina Fee $ 2D.00 Permit Fee L - AR ECT 01%ENowErsis 1AA61f4 ADDRESS Plan Checking Fee S euu.DNGADDRESSI Energy Pian Checking Fee $ ' $ PERMIT FEE S LOT NO.-SUBDfV61DNS NAME PARCEL IMP PLUMBING PERMIT Fling Fee 20.00 Eech Trap - 7:00 "--- USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other sPEc� Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installal)'on C3, Other Describe Work: Gas piping systern� 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home G S W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service soma oa LESS Main Service soon► TO I000A 23.00 46.00 ` • hitt}� d sips > O 44-it,w- 4 a f 4 • AkAlft -- � NEw Comm. DWE{lJq OCCUP. 3.5¢So OR ADONS. A AOC, SLOB. PONS]. MULTI-DUTLFT IgN•RE510. @7.50 POWERE APPOUTIFTAAATLS i SM OLCf0. Ex. Occup. OLRLET OR FWtVM 2D 6 I.50 e41. O .SO . Irs �,D °� 5.00 Ex. Occup.mE• Temporary Service 23.00 Moble Home Facilities 20.00 Mise. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Feng Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee t Energy Inspection Fee S DEC CONST. TYPE TOTA4FEE nAZ• D. FEES IMP PARCEL PD HD i tis JE This permit is hereby issued under the applicable provisions of the Butte County Code end/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Da ro SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who Is authorized by state or (;nidi law to certify elevation Information when the elevation Information for Zones Al -A30, AE, AH, A (with 8FE).V1-V30,VE, and V (with 8FE) Is required. Community official& who are authorized by local law or ordinance to provido floodpfaln managemant info. motion, may also sign the certtficailom In the caeo of Zones f.0 avid A (without a FEMA or community Issued SPE), a building ufficial, a property owner, or an owner's r�prKsh:c;at'-a :ray also sign the oenificalbn, Referorxxi level 04.9.,fin , a. 7 and a • O;Angulahiriy Foatutoti--if ;he cartllior 1B unabts to Certify to break4way/non•breakaway wall, enolosure s:zo, ?ooaUm of serv>^Ing equipment, area ure. wail openings, or unfinished area Feature,$), ther: list the Fealure(s) not lncfuded In t1» ee<1lticatkxl, ur,4er Commente below. The diagram number, Section C, Item 1, must still be entered. I Owify "t Pis OWITtattcr+. In Geclivnts S and C un this oertlticate represents my bast oftils to intertxet the data avalla&e, i understand t:Nat any tar'go arstement may be punishable by Hie or Imprisonment under 18 U.S. Corte. Section 1001. CHrarIFli;R$ {IAtv1E MENSE NUMBER (W AMA $*0 5'e 01 r s'()►2yEy/iv6 irYLE COMPANY NAME -- - AODRE98 - _ fm .."– _ _—. - srArt: zip DATE —PHONE Copies should be M*de Of this Cartlfkate for; 1) community otticlal, 2) Insurance agent/company, and 3) bantling owner. cofarwENrs: (,IQ L) �, a'J l Z1j_ golQiL SptK�t- div S�t/icE Po ce 0.3 �M!CCS /UO2i<F dF QUl!{f�•t �✓��fToN !�(wY DA/ LOjrffeO i Wf le -14 1.5 N h zS 6—L1---✓147/dN, e3, 114)#/Z %3 rt`L EI//�T/arV = 16 1, 9 S-6 r• NA/L W A- E _--------^.� 5 S r� ep�wcF...tb N EL�14Tiwv b /o ._l 4 3 ON sus A V ZONES xNas ►000 ; .y_. EIEVAr*N OW"4 44 Ab4A44W L _MQ% V" sw ON ftm or" 011 ooLuws A V The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Tones. Eievaeons for aI: A zones should be measured at the top of the reference level floor. Elevations for ail V Zones should be measured at the bottom of the lowest horizontal structure! mor'nber. Pam 2 CERT 6 April 30,1996 A:./• � � 96 - 02/0 �' O -K& ra.-%W-00n ELEVATION CERTIFICATE Eap1r..May 31,1"6 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM AT1'1WnON: Use ct thts ceittfiut;e :foes not provide a waiver of the flood Insurance purchase requirement. This form is used only to provide olevatlon ;MG matron nbCesacsrry to ensure compflancs with applicable community floodplain management ordinances, to determine the pr%w. insuranca premium rate, and/or to Support o r9quW for a Lefler of Map Amendment or Revision (LOMA or LOMR), Inatnrctlons for completing this form coon be found on the following pog#s. SECT ION A PROP9RTY INFORMATION FOA INSURANCE COMPANY USE aul,DtMO OwNept yAla€€ Policy NWOER — �— eTAEET ADORLSS (WA- 4N Apt., Uf-A Sufi rsvor 640. ►.kurber) OA P.O. ROUTE AND BOX NUMBED COMPANY NW NUM0FA OT*IE? t:Eua:k PT NJN f:Ak L'ht 8bok NunWere, etc. . OITv -"-__ .... _._.._... STATE bP CODE ;4 4J-9 3 8 SECTION B FLOOD INSURANCE CRATE MAP (FIRM) INFORMATiUN Provide the !c9o-miV ftMim the proper FIRM (See Instructions): 1.O0MNU*.!TY NUMCIR 1, PANEL NUMBEA 3. SUFfd 4. DATE OF qAM INopt S. PAM ZONE 1. USE FLOOD CLAW" (In AO lonN — dwth) 06 OC 17 62 z S t3 -T&PT 7. lnd�. s the elevation datum system used on the FIRM for Base Flood Elevations (SFE): VNGVO '29 ❑Other (describe on back) 8. For Zones A or v, trimer,* no SFE Is provided on the FIRM, and the community has established a SFE for this building site, Indicate tate communfr/a SFE: I i 1. l LJ . U feet NGVD (or other FIRM datum-*" Sodlon B. Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Cortmcate instructions, Indicate rite dlaQQrem number from the diagrams found on Pages 5 and 8 that beat describes the subject buikiing's referanoe level ._.AN Se -A5 5 2(a). FIRM Zones Al -,W, AE, AH, and A (with SFE), The top of the reference Wal floor from the selected diagram is at an elevation of l I 11602; .,5-jl feel NGVD (of other FIRM datura oo Section B. Item 7). (b)- FIRM Zones VI -V30, VE, and V (with SFE). The bottom of the lowest horizontal structural member of the reference level from the Waded dtepra:T, Is at an elevation of 'I -;,._J-J.0 feet NGVD (or other FIRM datum -see Section B, Item 7). (o). FIRM Zono A (without SFE). The floor used as tho reference loyal from the selected diagram. Is U.J.0 feet above n or Wow ❑ (check one) the highest grade adjacent to the bul ding. (d). FIRM Zone AO. The floor used as the reference level from tho selected diagram is _U .! 1 feet above ❑ or below ❑ (check one) the higrtest grade adjacent to the bulldln9. If no flood depth number Is available, Is the building'p lowest floor (reference fevel) elevated in awordance with the community's floodplain management ordinance? ❑ Yes ❑ No 0 unknown 3. IrTdcate the elevation datum system used In determining the above reference level elevationa:�Z NGVD '29 ❑ Other (describe under Comments on f age 2). (NOTE: It the e/evetlon datum usod In measuring the elevations is different Nan that uW on rhe FIRM ;seg Sact/on A Item T„ then convert the elevations to the datum system used on the PIAMand show the oonveraion equation under Comments on page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes 5�No (See Instructions on Page 4) S. The reforanoe level elevation Is Imserd on: actual construction ❑ oon3tructon drawings (NOPE: Use of construction drewings is only vah'd It the bulOng docs not yet have the reference level floor in place, In wnich CQW this CertifJMO WIN only be valid for the bullding during the course of construction. A post•construd/on Elevation CetffNcitte w111 be nlqulred Or" uut1#14r.Wr1 4 wmplule.) S. The elevation of the lowest grade Immksdiately adjaoeni to the bonding Is: I 191 feet NGVD (or otner FIRM datum see Section B, tion 7). SECTION b COMMUNCTY INFORMATION 1, if the community offic)aWt responsible for verifying building elevations specifies that the reference level -Indicated In Section C, Item t le not the 'lowest floor' as defined In the communit/s floodplain management ordinance, the elevatlon of the, building's lowest .floor- as defined by the ordnance w � I ( 1-Lj.0 feet NGVD (or other FIRM datum -see Secilon B, Item 7). 2, Date of the Stan of Donstrucilon or substantial Improvement FEMA Form a1.31, MAY 93 REMACES ALL PWAOUS EDITIONIS SEE W446 SU FOR CONTINUATION CERT 6 April 30, 1996 -f 040-580-022 r PERMIT#96-2158 HANKS, Alan 1762 Brinson Ln.,.Durham ,,�;Cont,: Dave Souza Complete BP#92-12 1 32.& Plbg/SF . . ......... Y171PMR'-'�Rrrs,+'�►..•!...^Pv`ov}r-ik'M,� ,;y'� LJ''�,AI.�I'y.. T. ­11r 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 Ole ASSESSOR PARCEL NUMBER ^`^ �Qn n^� V•fl!'- QlJ"lJL ZONING BUIL® NG PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION xc T 500-00 OWNER'S MAILING ADDRESS 17�E 6�2BRRINSON LN 95938 CONTRACTOR'S NAME DAVE SOUZA i TELEPHONE CONTRACTOR'S MAIUNG ADDR93 DEER CREEK LN PARADISE aa�� ,) 'j Fireplace CONSTRUCTION LENDER UNIOJOWN Total Valuation is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 15 00 ARCHLrECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 1762 BRINSON LN DURAA@'I PERMITFEE $ a. PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO.SUBDNISION'S NAME PARCEL MAP }7 Solar or heat pump water heater 23.00 Water piping 15.00 USE OF STRUCTURE SF OX Duplex ❑ Mobilehome ❑ Other SPECIFY 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 If ' Describe Work: COMPME BP#92-1232 $L COW= PLW Mobile Homelq_GFf W 920.00 PERMITFEE $ 41. 00 Contractor ELECTRICAL PERMIT Filina Fee 20.'00 1 600 OR LESS Main Service ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION ' I 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 Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O 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. \ OR NS. ( SACC. / s0. 3.5Q FT. T NEW CCONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL 0 .30 Ex. Occup. (OUFIXED APPLNS. TLETS (RES ID. EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION I 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. ❑ 1 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. I My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (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 workers' compensation provisions of section 3700 of the Labor Code, I shall orthwith comply with those provisions. t X 0 y �( 1 Date '` _ Signature of Applicant - ❑ Owner O Contractor ❑ 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 $ Energy Inspection Fee $ Occ R • CONST -TY ' TYPE TOTAL FEE $ 76.00 HAZ. �— D. FEES I IMP FLOOD CDF PARCE PD �—. HD ISSUE --•--- r This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have . B �� y P RMITEXPIRESON 9/ r2 applicable provisions Resolutions to do work been paid. q Date j/� j �• % n r ! r (C7'ate) Receipt No) n% �ttj7 WHITE-D.D&.-'BSD. — A RY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI 7 County Center Drive - Oroville,�Califorr�ia 95965 -Telephone (916) 538-754 PERMI No. APPLICATION AND PERMIT ` ASSESSOR PARCEL NUMBER 040-580-022 ZONING BUILDING PERMIT OWNER ALAN I.1•'iB TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 500 00 OWNERS MAIUNG ADDRESS 1762 BRINSON LN DURHAM 95938 CONTRACTOR'S NAME DAVE SOUZA TELEPHONE CONTRACTORS MAILING ADDRFtb3 DEEP, CREEK LN PARADISE Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 1762 BRINSODI LNPERMITFEE $ DURHAM PLUMBINGPERMIT Filing Fee 20.00 Each Trap 1 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY 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 C'X Describe Work: COMPLETE BP#92-1232 — & COMPLETE PLBG Mobile Home S G I W @20.00 PERMITFEE S 41.00 Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service OOOV OR LESS ( 200A 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 Lic. No. OWNER -BUILDER DECLARATION I 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. I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR ADONS. ( & ACC. BUDS. ) 3.5¢ FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATOUTLET US ) 8 SINGLE CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 6AL .30 EX. Occup. FIXED APPLNS. ) 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. ❑ 1 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 MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 workers' compensation laws of California, and agree that if I should become subject to the00 workers' compensation provisions of section 3700 of the Labor Code, I shall ,Jprthwith comply with hose provisions. X Date _ �J�/ 9��_ Si nature of Applicant - ❑ Owner ❑ Contraclor ❑ Agent OSHA permit is required for excavations over 60" deep and demolition or construction of structures orver/^3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ D c ,'J CONST.' pE V!" TOTAL FEE $ 76.00 HAZ. D. FEES IMP FLOOD CDF PARC PO HD ISSUE I LI 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 P RMITEXPIRESON /<j �T� (ate) Receipt No. / Tc/ ori L WHITE-D.D.S.-BM.CANARY-ASSESSOR PINK -INSPECTOR 3OLDENROD-APPLICANT =r?"7-s-:.n�,F`Ca'!-mss .. �. _ �".v�a1+9.'i.s..('v-�i'r"r`^-ti^a'.y�-..�.�-..a�����•r .^4 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 FA1Q C Y�lok-" OWNER `PERMIT NO. --'Pt 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 ?l is completed. If you have any questions pertaining to this matter, or need additional explanation_. .E please contact this office immediately. a3: a2 �r Gr x �Rdt nb- AN t,� To '} 'r %-:���LA 3 06'.3C) G v LAA1 r-((- g _ j 13 To -: �h ? Y S . fyj �.E "RG Date :7- / 5- �/ Inspector J1 REV 10/92 :t a , v. ,. • S _ . �—•... .s;aa .. 'a..'.- :�, ti _.ter ..r r i.'. 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 _ 'FFl12e�1��� 9Z_ 123 OWNER 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. �- T- VLVi k (L 5 C)s- I j A L 7-9 93 nlssntI -cYL_ "\A L,�- - Date (p Inspector /�,. �-•-� REV 10/92 I; - I IDENTIAL 40-58-22 M 1762 Brinson LN, Durham conv garage to game-room/sf Lo v- r tve Xr4 JOB FINALIED (Date)' Signature J=OK O = Not OK =Not Applicable = Not•Ready MOBILE HOMES ' Date MOBILE HOME UTILITIIES (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. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect r 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements �, , 2. Footings; Size -Spacing -Marriage Line \ 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 n f . ?F. 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 6-1 r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, 'GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card 6-1 Date Card B -t, Date Card B-1 Date Card B-1' = OK O =Not OK = Not Applicable =Not Ready . RESIDENTIAL' (Sin§le & Duplex) Date UNDERFLOOR (Plans) O,K except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-BIo outs -Wrapped 6a. Hold Downs and SpecigArichors 7. Slab; Steel -Wrapped 8. Piers -Fireplace F .-Steel 9. D.W.V.; Fall-F4,ng-Test-2 Way C/O -Sewer Test 10. UF. Gas P' e; Size -Anchors - yard gas piping: size -test 11. Water pe; Test -Anchor -Regulator -Service Test 12. Ele ric; Underground 13. pfenums & Ducts; Clearance -Material -Support -Ins. 1 Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle --------- ----- ----------- ---- ----------- 17. Water Pipe: Test & Anch ail Protection ---------------- ------------------------- 18. D.W.V.: Test-Fittin & Anchor -Nail Protection -- -------- -- - ---------------- 19. Shower Pan est. First Floor -Tub Access ------- - -- ------------------ 20. Test- - T & Shower, -Second Floor -Tub Access ----- ------------- ---------------- 21. Gas ------- 21_Gas Pipe: Size & Anchors Date Card B-1 Date Card B -1 ----------------------------------------- --------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24 -Fixture & Transformer Clearance -Ins. Protection ---------------- --------------------------------------- t78 Elec. Receptacles Spacing -Lights & Switches at Doors ------------- ---------- ----------------------------------------- 94-Size Boxes & No. of Conductors -Stapled ---------- ------------------------------------------------------------ Romex Installed Close to Edge of Studs & C.J. --------------------------------------------------------------------- 26�Equip. Ground made up w/Meth. Fastners-Bond Gas & Water ----------- ------------------------- - Appliance Circuts in Kitchen & Conductor Size/GFI ---------------- --- ------------------------------------ ----------------------- iW� Wire Size r r ga. Cu or AI-A.C. Wire Size 1()/ ga. i or AI ------------------------ ---------- ---------------- ---- 29-161ange Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No --------------------------------- ------ 30-"ervice-Riser Conductors & Ground -Main Disconnect -------------------------------------------------------------------------------- 3t.-Sq-uip. Clearances Panels-Motors-Mech. Equip. 32 --Clothes Closet Light -Shower Light -Spa Light •------ ---- ------------------ ----------------------- -------- -- Smoke Detector ------------------------------------------- ---------------------------------- Datf a_Card-B- 1 GG' Date -Card-B- 1 ------------------------ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support -------------------------------------- ------------------------------------------ 35. Vent Fan: Exhaust ove insulation ----------------------------------------------------- ----- - - ------ --- 36. C2nden.ate ain & Overflow: Size & Grade 37. Furnan -Vent: Access -Comb. Air -Return Air Vent -115 outlet 38. At Access & Platform if Furnance in Attic ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39!Sils. Proper Material & Anchors ------- ----------------------------------------------------------------------- AR"Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -- - --------over-Girders------------------ Bearing Walls over Girders &Floor Nailing ---------- _------" - ----------- ------------------------------------------ Draft Stop in Walls (rat proof) ----------------tair-C.hase--Tub -------------------- Fi-- Stops Furred Ceilings -Stairs -Chases -Tub 44 Headers & Beam -Size & Bearing Date FRAMING (Continued) 44 -Hangers -Post Caps -Anchors -Connectors ft-e1ng. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. Fireplace Ties r T Flue- fireplace Throat clearance W -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 39..-4adrm. Windows or Exiting Doors -Sill Hgt. & Dimensions SkJ' Garage Fire Protection Framing 5 Property Line Firewall & Openings 5P2 Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53Z-STairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54c-p4ywood on Roof Overhang -Attic Vents -Rafter Outriggers _ 5�_ ding -Nailing Veneer - - ----A6 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access S& -'Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts -----ensu file o W IAC- e�(ings - - .-Infiltr tion_Walls-Wi dows- -Date-10•� �k-Card B-1 jgG_- Date Card B-1 Date �.�(.Q'1� Card 8-1 (� Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63 Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------- --------------- 64. Bedroom omExiting 65. G F.I & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ---------------- -------------- 67. ---------------67. Stairs & Rails _ 68. Fireplace or Stove: Clearances -Hearth - --- 69. Elec. Outlets at Wood Panel: Int. & Ext. -------------------------------- - 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ---------------------------- ----------- - 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door Swing -Landing -Closer 73. A.C. Duct in Garage -Damper ---------------------- 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection 75.Plb__Elec. & Mech. Equip. Listed for Location ------------------ 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection •---------------------------------------- 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck -Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ----------------- ---------------------- - 81. Stucco: Brown -Finish -- --- -- 82. A.C. Unit: Disconnect. Electrical, Plumbing - -------------------- --- 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings -------------------------------- --- 84. Water Well; Disconnect, Electrical, Plumbing -------------- ----------------------- -- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground _ 86. Ventilation Throughout House ---------- ------------------------------ -- 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric ----------------------------------- -- ---------- 90. Water & Sewer Connected -C/O to Grade -HD Approval ------------------------------- 91. Energy Compliance Certificate -Other Certificates •-------..----------------------------------- - -- Date Card B-1 Date Card B-1 ------------------------------------- -- - Date Card -B-1 Date Card B-1 -------------------------------------- Date Card B-1 Date Card B-1 Comments at Final: S COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT � ASSESSOR PARCEL NUMBER 040-58-022 ZONING A 10 BUILDING PERMIT OWNER ROBERT E FAIRCHILD TELEPHONE 893-0975 SO- FT. OCC. BUILDING VALUATION a O 0, �- 560 OWNER'S MAILING ADDRESS 1762 BRINSON LANE 6 CONTRACTOR'S NAME UNKNO14N TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace i„ „ CONSTRUCTION LENDER UNKNOWN Total Valuation is 12.060 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee - $ 120.00 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ 60.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20,00 Penalty $ BUILDING 17628ESS BRINSON LANEr DURHAM Permit fee $ 215.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT'NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE rr'!r�� SF 91 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 1 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: CONVERT GARAGE TO GAME ROOM , Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200A TO IOOOA) 37.50 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 fill force and effect. License No. 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 CONST. / DWELLING OCCUP.8d\ OR ADDNS. l ACC. SLOGS. II 3.6dsq.ft. 18.45 NE”CO CONSTR ULTI-OUTLET NON-RESID BRANCH CIRC ITS I @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES A20 @ 76 \\ Ex. Occup. OUTLETS ((RESID,)REA.) I 3.001. Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — 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. 1 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. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling WALL UNIT 9.00 Hood 6.50 Ventilation Permit Fee $ 24.00 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 representat ves of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the Cointy of Butte against al ilities, judgments, costs, and expenses which may in any way accrue al*ssCou o quenc of t granting of this p mit. X DateThis Spplicant — Owner Contractor ❑ AgentLA An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee S 40.00 occ CONST TYPE TOTAL PKE L 312.4 I HAz 10FEES I IMP I AL" PARCEL .PD HD Iss permit is hereby issued under the sions of the Butte Cou �y Code and/or work ind.ic ted bov for w ich-f es DI OF UBLI By .� PE IT EkPrREd1 6date applicable provi- resolutions to do have been paid. WORKS Date �[ /-' , `ll Receipt No.119430 120.00x� `C WHITE-D.P.W., YELLOW-ASSTSSOR, PINK- PECTOR, GOLDENROD-APPL CANT ... ,.....-nrT, ►v>ti.,n'IrrLt..:.-+,rn. tP'"i..��rcr'"ry�ri�!'."tY"'�d;"-s..�,:�'�i%�'�'ir�+�,itiC�xV' `t�" i�..c,d.;_}tiA''t�t.: �+�'n`jt"►.t:'�`'7'ft:r4'}�} f �-., _.. : _-i rf.� A � .. COUNTY OF BUTTE - DEPARTME T_14 OF PUBLIC WORKS - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE,-, If.Q0NIA 95965 - TELEPHONE: 916/538-7541 PERMIT APP it' TION?DATA SHEET ��A7 Permit No.//���� OWNER ! A P �-T �%-'S� Y,,— OZ Z% Proposed B u i Iding Use :C,0,4/y �� 12'-� ui F�i'fig0r}6§fctor Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: \, DATE RECEIVED APPROVED *3. items have been submitted . .................................... ot plans in duplicate/triplicate, signed by preparer of plans........ mplete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6' Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required priorto plan check) 9. Mobilehome installation data including manufacturer's installation instructions. K�0.. Fees of $_ � :.�................................... 7 11. Chico Urban Area fees paid ....................................... 0 1 I Ict fees paid. ........ anitation approval from / Health D partment ° 15. City of Chico plumbing permit .................................... Y 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B), Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required ... Pre-inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications .. 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... i 25. Letter*bf signature authorization ........................ 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector/ Other A 4, l - X Applican`� Date / ���/ // r � F T H . - Qn6ent Ith 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 issuance: (Circle new item not checked above). 1. Index permit for above items No.— RA 1�--'A;l 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---jnaiI—counter by _.date Contractor, designer, owner, was advised of above required data by—phone —mai l—counter by date Plans checked by Date Plans approved by IA Date– Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916:'538-7541 APPLICATION AND PERMIT ASSESSOR PA III NI CXJ� BUILDING PERMIT OWNER /� TELEPHONE 42 10. FT. 1 OCC. BUILDING VALUATION O WNE 'S OLING ADDRESS CONT 'S A - TELEPHONE —40 CON CTOR'S MAILING ADDRESS Fireplace / S CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee ARCHITECT OR ENGINEER LICENSE NO. -7,576's Plan Checking Fee $ Energy Plan Checking Fee $ f ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING A R 5 //7 /�Sa ,` v Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SIX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 ou is 5.00 Building sewer 15.00 Mobile Home S G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: Z.Ve Permit Fe $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 OOV OR SS ...Main service 200A OR LESS 18.50 Main service 200ATO1000A> 37.50 CONTRACTORS (LICENSE LAW I declare under penalty of perjury (check one): _1I 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. 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) 1, 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 CONST.( DWELLING OCCUP.&\ 3.60 sq.ft. OR ADONS. ACC. SLOGS. II f NEW CONSTR ULTI-OUTLET @ 5 00 NON-RESID BRANCH CIRC ITS (POWER APPARATUS e� SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES 20 76d A FIXED Ex. OCCup. OUTLETS PI RESI0 IRE A.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — 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. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling W L) 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 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, indemnify and keep harmless the County of Butte against all He 'lilies, judgme t , co /Wnewhich may in any way accrue a, t Count on encing of this pmit. Z X Date 2, Z Signature of Applicant — Owner VI Contractor El Agent !�work An OSHA permit is required for excavations ov 5'0" deep and demolition or construct- ion of structures over 33sstories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ QtQ Occ CONST TYPE TOTAL FEE $ p2 t HAz DFEES IMP FLOO CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WNITC•O.P.W.. YELLOW-ASSC3SOR, PINK -IN P CTOR, GOLDENROD -APPLICANT I� FOR M 7 ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKAGE "A" - (Addictions ) Owner(/ Climate Zone Permit # qZ-- /2:3Z Floor Area �0 The following data showing mandatory and required features of Package "A" shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. ZONE 11 APPLIES TO NEW AREA CEILING R-30 WALL R-11 FLOOR R-11 SLAB R-7 GLAZING U-.65 (Dual) SHADING SOUTH - OPTIMUM OVERHANG or .36 .Shading - Coef•f icient WEST - .36 Shading Coefficient LOOSE FILL INSULATION (Density) ZONE 16 -3 9 R 19 5 (Dual) INFILTRATION CONTROL (Weathl\rstrip.doors, certified windows, caulking) DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT MAXIMUM GLAZING 16% OF AREA PLUS REMOVED GLAZING NEW HEATING, VENTILATING,*"AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH .AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK OF THIS ,SHEET.' OTHER BUTTE L;uu ewA r. � r urr r asau uu nvv w.. *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ", cooling load BTU *2 Submit T.I.P.S.E. char t"or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements f Title 24, Part 2, Chapter 2-53 of the Califor is Administ ation Code. S ,A OF BdtLftlq41 DESIGNER OR APPL NT *1 . HEATING, VENTILATING, AIR'CONDITIONING SYSTEM (A) Heating ❑ Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft model number solar fractlon7 collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) - *1 (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Stu/hr (cooling capacity at 95°F) ❑ Other (describe) DOMESTIC WATER SYSTEM ❑ • (A) Gas Only ' Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) 2 C3* Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ", cooling load BTU *2 Submit T.I.P.S.E. char t"or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements f Title 24, Part 2, Chapter 2-53 of the Califor is Administ ation Code. S ,A OF BdtLftlq41 DESIGNER OR APPL NT Irair 4— till seof pups m k ch g�s��alerainxs;+ m nd ispet i ioatidns n !it i U -0saline-' U lie fU 0 OU it weittein perrnassion PU lic Worksl Coon ftomi the e ar of Sure, meht F - 1. h 9- %A/J-L..i*- L*- Glod Pr cti es "an( cc rdancw•ecogn e Lc •n A-- ilil, i zed LF — & U e i he qat oric ct Cal C000. qu pment shall �e show s L cl ar Tf al ea errjnts', n U IL016hi -I-- i LI _771 iL -1 -j-� _ - I f - I - I . - -� - • It mA 3LOO r4 1_6 QLA 1-92 MON 12:56 P-02 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District IVI(�_•..—._. ___..-___„___ Building Department No. A.P. Number ' j%�� Jurisdiction �_ _ City County Property Owner_._..�%� _)� 7._ G � L � Property Location/Address Subdivison Residential Development No, of Living MHI Units Commercial/industrial New uilding Departme epresPiat4iv��e�� r District Identification No. (Street Address) Lot No. 12/ Sq. Footage Addition (GJru lDg Sq. Footage Addition (Including Exterior oofed Ar as) P Date chool District Personnel) School District certifies that —_ �1w� (Applicant) (City) (State) has complied with the requirements of Resolution No. representing _ _ square feet. L ool Distrlct Representative o�oti� Paid by Check Number Bank Number ✓��j e�% % �. Paid by Cash 8 (Phone Number) (Zip Code) , by payment of $ --t0”" _ 6 z - �a-- Date Remarks: xae s — zd4fce_�C If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental, Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92) t`.�.^".r '•.-bT""'+4-.+s'wR9s.. i:,.'yTn�'r.-►Z•r,�,F•� '...._-ayy.�ns.,Y7`�vyva�' • . rf •kr..X'%r4. s BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) 4 School District__ —__ �_ _, _ I _ Building Department No. A.P. Number �' r�o' Jurisdiction (_ J City County Property Owner�j� Property Location/Address _67 1k Subdivison ---- } - --- _ _--- - ----- _-__ Lot No. Residential Development [] 52/ Sq. Footage No. of Living MHI Addition (Gr up ) Units Commercial/Industrial t - Sq. Footage New Addition (Including Exterior oofed Ar as) �� - a. �7 wilding Departmery eprese tative __ Date (Floor Plans reviewed by School District Personnel) District Identification No. 9�7 School District certifies that �4z,I- .1�c 1els'/a/ (Applicant) (Street Address) - - - - (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. oil -District Representative Paid,by Check Number _ Bank Number Paid by Cash by payment of $ �a- Date d: Remarks: If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) .-feeform.wkl (4/92)' cn WC CL Robert E. & L?11en Carla Fairchild 1762 Brinson Lane Durham, CA 95938 RE: Building Code Violation 1762 Brinson ?mane, Durham Dear ;fir. and ;yrs. fairchil.d: August 30, 1993 A.P. #: 040-58-0-022 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above referenced location: Failure to obtain approval of previous corrections and .failure to obtain final. inspection prior to occupancy and permit expiration for garage conversion to game room for single family residence. Since permits and inspections are required for the above work, apply for the required permits to make corrections and complete project and pay the appropriate fees. ` All work must stop until these permits are issued and you are authorized by our field inspector to proceed. ' This field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through ,the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have questions concerning this matter, please contact Scott Rutherford or Bill Barron in this office *at the address or telephone number listed above. JFG:dms cc: Assessor. Yours very truly,, :,IaceWd Scott Rutherford Supervisor, Building Inspection MA Robert E. Fairchild 1762 Brinson Lane Durham, CA 95938 Dear Mr. Fairchild: '6utte Count BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES / Cw0N'fY CENTER DRIVEOROVILLF. CALIFORNIA 959G5.339/ TELEPHONL: (916) 538.7541 FAX: )916) 53;7-2140 June 7, 1993 RE: Building Permit #92-1232 Expiration Date 6/9/93 A.P. # 040-580-022 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: ❑ Permit work started, but not completed. Permit may be renewed for 2 the original building permit fee (plus a $15.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. uX No inspections have been made on permit work. Inspections. are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Chico _ office. Thank you for your prompt attention concerning this matter. Yours very'truly, JFG:hla j' J.F. Glander cc: Building Inspector Manager, Building Inspection Attachments: ❑ Renewal .Application ❑ Owner -Builder Information ❑ Owner -Builder Verification Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 .ROBERT FAIRCHILD �a 1762 BRINSON LANE I 0R9 CA 95966. With reference to the'above subject: " Attached is: DATE 4-28-92 RE: B.P. APP. # 92-1232 A.P. # 40-58-22 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet. Owner -Builder Verification Form List of Codes Enforced X We need the following information: Permit application signed and completed where indicated with all copies returned. XX _ Fees of $ 192.45 payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans,in , including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans -in accordance with the changes marked in red. Sanitation approval.from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER You are allowed to have 16% of the converted floor area in windows, shows .21% 271 over lazed. •ft - Should you have any questions concerning the above, please contact Dave Wasney of this. office. BETWEEN 3 & 5 P.M. Yours very truly, William Cheff Director of Public Works .F. Glander JFG/aj Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE. 916-538-7541 ' DATE �/ �8�9 Z - RE: IS..RA. 9,4611Z-/Z3z A.P. # 40�SS'-•Z With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ /9215 payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitatiod approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 Co4nty Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER -T �� �% QT=�6 Z� Z. I& Should you have any questions concerning the above, please contact . 41F of this office. Yours very truly, William Cheff Director of Public Works ;TF. Glander JFG/aj Chief Building Inspector s •••„11.1... A ... �A 1�; ..• �`GwrE ��e r r.F' Co!f «CGr�Yft>wtrdapnx1,$Ds F. [' TUC�F `,,,•FES"IG •''EOf�lElq�'•• 4 \ - ion r1 B rG D Ph. �, Q •....,��{9 : •pt • F �Fc * = or tr►Idsr m R Pc G ..J iT 6 r -t0.E OFF c �� ' '••� ' �'� Z ( jt; ' 9 Mi. 1427: R -F. TUC}c�i i. Ihcp ! arr, '0 dul'i R�e.:Pen3d F?O.'G;- ENGIkfFR �� ! •'',� '� FRDFE MMAt - 310n 1 168. EO c� J ER -?E21 = c Engu unrsr the l' W$ S h • TUCKER No. EVALUATION REPORT NO F � ENGINES OF the siOle or ►v►hvlbw c. c. > : m 40222 ' . a +. E 387'1 ,•% :r • R1 + r �, '�. - R. F: TUCKER E -517u ,: - . ?;� e 33)9:; :�90,� .. E NSE • �`Q . c!"FE F.•PAGES DRAWING TAS CONTENTS �� IP LE OF rel =�; • • ...• +nnnu� / 0 hEBPAS.•�, ' �)Ol(AI 6�'� 2 PAGES r S S 1 C 4' �k� fK(/N i +r,,'iii+l, ,i Il `f'••. GE. 7GN01 GENERAL NOTES tea►•+• sc TtsCKf �•e EF ,t �+�� ,,a�", + �� _ Q,+'°�rf99i 97GNC� 4 , A ��5;• J ,1 y1 a• D� dor ��'ptF Of'y.5 �. ,.l.i•t,' �F(G 4 21152 2 PAGES e c P.AYMOND f. a. ''� : R . f 7 0 R RAY �/!CNO1. . 7�CG STRUCTURAL CONFIGURATIONS tuCKER i ..,. 0 yF _ t TUCKER07 878802 ea J= s i•1UM$FR _ G1 130E4PE �:. e TUCKER 'pE, /� `%%'- �C ",` /' . _ �r�r�Q��EE$Slo� 1 PAGE 1.G ROOF PANEL SPANS AND CVERHA .AT1C A l�:L STR �, Nf-(Or�' •,.,•r +3SbfD►t� yip J4riflSC1��P� „j...... IDiA. �• • 1 ,•'s N � � . � �'''" ,1 u,r•' ,.�` � � L � � ?� rte,-, ..,x.�•r c PAGES F ,. �1,.. �, ,�, v Ai'F °I 4 20 REESTANDING PhD ATTACHED PATIO STRU.,TURES �� s• 5 -kms ti► ,. ci z _ �•••—� , :f1�S1� . s Q, —� '� 4 No. 16273>w� . IRK AN$AS v'1 ��Q, uys. (.1Slfffr \� J �` Lxp.6.30• tL�I! Q4R. E TUCKER i 2 PAGES S-0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES .. i SI AJ � - 15 f ! vkoT rsslcE1aLj E-629 V1L .! KEGIS?EAED AGE 1- , t • 1 ; PC 4014 9ROFESSIONA1_ 1� 4.O FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES ' ;f" � ENGINEER •�!'°,t�, 'L\F/i/ (F =-� 'P /, %",if • s r ,f,' ,...�t� . O \�'�N4 - ���0� �`G'!_ciFRf�' iii 14 2M3 No. 4523 '1 PAGE !!JJ{r R_� .J FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES `�,�`''•�,,..,,,,,,r•''. �TH Gf'• < /,�`')(/)�pl `'` -¢'-: til �� 4 %G 1 PAGE 6.0 COLUMN AND FASTENER RECJUIP,EPAENTS FOR COMMERCIAL AND PATIO STRUCTURE,$°°p��. T U AGES 97CDO' CO �NE,,N�T PARTS ,r;N ACTION DETAILS 'mac` ,��� � � � ^ R. F. ZutKLR �jG / 27CD/O12 t c>r c♦ , �: A a -+ . ......... t, No. 032085 IIG N0. 26070 at' 9iCDO.: -,�,3 •iE �. f'r•>•.\ �i �'i��i4zf�i7� ��'••�• '�� •, •'� • -' ... ' ! r 7CDO4 i/ $�.1C i�. ,r” v.o+t�ICN►< <:}ES,�; •'�" _ - �ti�� �> ! = _—. ^. C'ii1j1 �Q 7CD0. .1;1 F J f, 1n I .F�TLCKEr ��?., OR GOO i- R �. 3UC_i,'FL aitlG.ii , 4 .�.' ��'y ` C,< -IV JE` 1✓ 1 (t.� 1 .H > < .l�C'-••..••.`�' Y •rte`` \J i�.AL=� C: /CSD©E• 's... .s'; .•t:G)N'cE� 7 '� A ? '�c. ''`//f` 0l !: �•j'• ''1, ;r.!%q „,♦, (CD0 f d. '� b' rt 'eh''., i NG. !, - /r. 3; V,� S- _ ''� el ��' '!/%!/!!1171"• _t's\ RECi/Jl-o 97r DO2r>,F"S: _ r / Y•r _ fr �c�,�� ,J ?' ' �irr ,� �• > c,f . J, . ?COOS '�'•.. •�; s t �;;' 1 �> = �S — ri V1 p 20x18 F„Gt" �7LT0i COMPONENT P �'I - �ON;dEGTiON DET AILS FOR !;$r42JA PIERICIAL LATTICE STRUCTUr ' t•>f0. 79 ¢5= Jr 97LT02 _ - t, T1LI��''�fr ___ \ �*�4 'f . I!�'.s.� cs �l R. F. TUCKER �� e26� , :;�,c�'•., .�((�� 97LT03 - Gf 0 G:1 �'. flFGl,� �c; •••H, Al •� )111NUU11JJJ �S �- '7 �' �� ,� f t S �.•'r •`"'. 97LT04. c ���1\ _.•' Vis: 'FS`p �. - ��`'� �r� i `1 I '"•+JJr l,l,q+ti �'•4+ :'i J a IYii. • 1 . ! f f. ♦�'£ OF ti / 1�,C1rn14bJarru�iGi =r�trlSlfpEO�f l IPRpF' 81;x. IJ �+ 1i0. 1Rr �PROfESS1GNA1 ?1�, ., ' :;J- 1' Oa!e ��� 04tssJlyNAL i i •. l B �iAts pr /L; _ :, S J ` �I37eTIiI2l, / TJCf•./�'' '_Y' N0.'� Ei� / �y� •F �61NE ��. ',i '/O) }S�` q.•` i __ � r `7 8:3lIDi►iCP410D1r7&FiC w?OM1NG yle!%: zG�•. Q W, f - �� r ' �`L �Q��\1140 ALL PRO ORI Q '•� • ! ' �W- .I�iVJ 4/i ♦t�3 wA'� " ���/�)1iJlL f.T' `L. JS' C ,rpt FLKMARI. JH 46514 J•tyr ri awl. . NA £ Ch 'r" ` .Z L eC -'r,'i ... - • G`,, .., f,/ ,_ ��°> Gly, �.^ f/y/ / �,,,i1�11 L. _ �.� frlwsi)0. IMPORT TF -2121F �' ' ,•��i OF '% y, .'�E.��"• t"f • p !r� ` q1 Tb h r �:• No 4P . 11- �,�^ ;,` ..,,•tiFJ, ,�� GIA£•'• �i : F ... C� �r eS� /.�� Q ti 'V. , 'CE 1� _ c.P f'CiG I NEF ' /G' ' e GE A EE ''Fv G7 � e % O 6 �9 `�`• i s '• _ ,y;' �y Tfflc;T \ ;t/l . Z' i :¢ �G�Z : D� _ P.. f. TUCkFk ,/,//4N.J.,1.- T r►� �- ��5�3 ; r - . �� _ • - �t£. n►D. a�;�� _ , J �n/�rc o>: ��;' ,;�;Q";- _ 72733 _ ;•T/ ; 12733 Q _ ,!r!STere; ' _ :sr ��, �o c�Y�j f� �` �)sT�Q STATE 0T OF 10f .9'.• f OF �•j ,�;� �DEOiiS�lONal fNGl+rEi.` y���s•�Vl��rr �`c a/ ' �itG el' Q-1 FLORIDA ��. ?1G•••.....••�U`r,� • �AJ�J51` �C ``•GNO' f. ��'C; 'ti►ael ��" 5��`� Jw �- 'fi,/roNt,t �. Np ,J, /r %`"+1,1,11)..1' / tR� > Eil'61NE,-`.,,, IW -•' dlF�£0 Ei1r �l'dAL Ol'Irl►L � rlo. 1627., 1 r, t r �.! 6 -ID- VUpm r �• r APR 18 20;�'.�'l� BUILDING DMS' lot r r^ 1 S t eo7 C. iV C. T Ft r% m CL: A- Z 00 Am to Nm,w Z, it k -j! Z'A cv. k.L:. J'S S ON', D! )r w 41d ovcl z A tL FA .n"Jlqua PING 0, U_ tr IA. Ra AAj L; L in s vo fCII 1-,1 Ic" �2 Ir 7e 0. W •D A, % K , to to q; c Lr S ri 0 Q� a C) I, It Ike. I" Do C, LAI aj , ;. IN V1 LO 'Un, inc ry >4 w -on vi 1L A` W. % z a U: VOA d. No Lt.$ ►Q ri A, 7 r c U UJ 'Q 0� 'At co Em cr NL 2" IV) 4r 4e. c1c 441, 0) ............ tc) 14 4, ' Z C;t -16 I6 2 01; iV C. T Ft r% m CL: A- Z 00 Am to Nm,w Z, it k -j! Z'A cv. k.L:. J'S S ON', D! )r w 41d ovcl z A tL FA .n"Jlqua PING 0, U_ tr IA. Ra AAj L; L in s vo fCII 1-,1 Ic" �2 Ir 7e 0. W •D A, % K , to to q; c Lr S ri 0 Q� a C) I, It Ike. I" Do C, LAI aj , ;. IN V1 LO 'Un, inc ry >4 w -on vi 1L A` W. % z a U: VOA d. No Lt.$ ►Q ri A, 7 r c U UJ 'Q 0� 'At co Em cr NL 2" IV) 4r 4e. Ours, ............ iV C. T Ft r% m CL: A- Z 00 Am to Nm,w Z, it k -j! Z'A cv. k.L:. J'S S ON', D! )r w 41d ovcl z A tL FA .n"Jlqua PING 0, U_ tr IA. Ra AAj L; L in s vo fCII 1-,1 Ic" �2 Ir 7e 0. W •D A, % K , to to q; c Lr S ri 0 Q� a C) I, It Ike. I" Do C, LAI aj , ;. IN V1 LO 'Un, inc ry >4 w -on vi 1L A` W. % z a U: VOA d. No Lt.$ ►Q ri A, 7 r c U UJ 'Q 0� 'At co Em cr NL 2" ci 4e. Ours, iV C. T Ft r% m CL: A- Z 00 Am to Nm,w Z, it k -j! Z'A cv. k.L:. J'S S ON', D! )r w 41d ovcl z A tL FA .n"Jlqua PING 0, U_ tr IA. Ra AAj L; L in s vo fCII 1-,1 Ic" �2 Ir 7e 0. W •D A, % K , to to q; c Lr S ri 0 Q� a C) I, It Ike. I" Do C, LAI aj , ;. IN V1 LO 'Un, inc ry >4 w -on vi 1L A` W. % z a U: VOA d. No Lt.$ ►Q ri No lJ rA rk, Cl C, lu VA �tl C woo, rn vl X CR Ll 7. U, a LL M1 JAI Z LL) 14 C3 cl .......... Pik ox ON A 4. 3 0 0 We W& . %M111189111 ts AN 0.4 �N. rAl C4 q. A jL V A V �t- R a )r 13 Z R WI C7 0 0 C M 0388 I- U. Is. tA_ U W W� VTI t 1�-- 'n, a, I.;' fr Ir pro It cr N % In ful W. 1/1 Q- cn fZ Q e.11 a .9 .7 C4 z ZZ a. 00 44 a. r6 EL 0. CY3 m 00 eel', X 04,W IQ W 7,it k) vz� A., nc 4:13- iire p 5), Ill 41, A, 7 r 14 'At co Em cr i Z r 4e. No lJ rA rk, Cl C, lu VA �tl C woo, rn vl X CR Ll 7. U, a LL M1 JAI Z LL) 14 C3 cl .......... Pik ox ON A 4. 3 0 0 We W& . %M111189111 ts AN 0.4 �N. rAl C4 q. A jL V A V �t- R a )r 13 Z R WI C7 0 0 C M 0388 I- U. Is. tA_ U W W� VTI t 1�-- 'n, a, I.;' fr Ir pro It cr N % In ful W. 1/1 Q- cn fZ Q e.11 a .9 .7 C4 z ZZ a. 00 44 a. r6 EL 0. CY3 m 00 eel', X 04,W IQ W 7,it k) vz� A., nc 4:13- iire p 5), Ill 41, A, 7 r 14 OM co • �� 4 i <Y) c.) `�!N C, No lJ rA rk, Cl C, lu VA �tl C woo, rn vl X CR Ll 7. U, a LL M1 JAI Z LL) 14 C3 cl .......... Pik ox ON A 4. 3 0 0 We W& . %M111189111 ts AN 0.4 �N. rAl C4 q. A jL V A V �t- R a )r 13 Z R WI C7 0 0 C M 0388 I- U. Is. tA_ U W W� VTI t 1�-- 'n, a, I.;' fr Ir pro It cr N % In ful W. 1/1 Q- cn fZ Q e.11 a .9 .7 C4 z ZZ a. 00 44 a. r6 EL 0. CY3 m 00 eel', X 04,W IQ W 7,it k) vz� A., nc 4:13- iire p 5), Ill 41, ? "161' - "t In A, co r 14 OM itis' i',T r-,`` �� 4 0 S, ? "161' - "t In . ........... vzg) co r tt,��t -C r-,`` . ........... vzg) co tor) -C 0 S, Y GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE 'E' HAS TERRAJN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARMES COVERING AT LEAST 20 PERCENT OF THE . GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE 'C' HAS' TERRAIN WHICH IS FLAT -AND GENERALLY OPEN. EXTENDING ONE—HALF MILE OR MORE FROM THE' SITE,- IN ITE;IN ANY FULL OUADRANT. 5. CONCRETE MIX: Fc=2500 PSI 2E DAYS. APPENDIX CHAPTER 31 DIVISION TIL PATIO STRUCTURES ' MAY BE ATTACHED TO CONCRETE SLAB WITHOVTc FOOTINGS WHEN THE COLUMN LOAD IS 750f OR LESS. CONCRETE SHALL BE A MINIMUM OF. 3.5 INCHES THICK AND .NO CRACKS WITHIN - 2' -6' OF COLUMNS. COLUMNS SHALL BE SET 'BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. E. FOOTINGS'- HAVE BEEN DESIGNED FOR CLASS 5 SOIL ALLOWABLE SOIL .. BEARING FRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY AFFECTED BY A 1./2 INCH LATERAL GROUND. MOVEMENT . AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN. ALLOWABLE . LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SOUARE FOOT PER FOOT OF DEPTH. SOILS -OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED. COMPACTION.. SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL 7. ALUMINUM BOLTS TO BE 2024—T4. — 5. COMMERCIAL STRUCTURES MAY- BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DWSION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. S. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. i 0: STEEL BOLTS SMALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHAH BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED 'AN' BOLTS. 13. HIGH: STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. It. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE. 16. HEADER SPLICES SHALL NOT, BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. 17. PA -110 STRUCTURES i,44Y Ec ENCLOSED WITH INSECT. SCREENING. 15. STRUCTURES MAY BE -ATTACHED TO RAFTER OVERHANGS PER SCHEDULE_ 19. WHERE ALUMINUM ,sLLOY PARTS -ARE IN CONTACT -WiH DISSIMILAR METALS OTHER THAN .STAINLESS, •ALUMIN!ZED OR GALVANIZED STEEL, OR ABSORBENT. BUILDING MATERIALS, LIKELY TO BE -CONTINUOUSLY OR INTERMITTENTLY WET, .THE FACING SURFACES SHALL BE FAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH. U.S.C. SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI E16-6-4 AND SAE J933. GENERAL NOTES FOR- LATTICE_ STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2 AND 97LTOI THRU 97006. SEE GENERAL NOTES, SHEET.-!.. SECTION 4 FOR UVELOAD AND WIND LOADS. L. OPEN LATTICE -STRUCTURES SHALL NOT BE ENCLOSED..-- - -- �; 16273 o7 �t JUN 14 286 S5 Y1 I1, 7 -N J ti_•Tt" REVISION DATE REVISION .QFC ..• :. . �\ .y :A e Enolneering Servlcas 1140 All I'm Drive 3I KG ICSO ES -V& Wnat REPORT NO. ER -26.21P J i •J V ;; i3 NONE lWIE� GENERAL NOTES 2/6/2000 SHaT-&VEN 97GN02 2 OF 2 NE RS STAMP JUN 14 286 fit KA tj W 9 OF LENGTH VARIES pROSEC i ION . . � �' U 1623 - '*►diN• LFNGit-i 75% uNGTH,'� JOINT Sr r1�io.6 �' • S I SCi1EDUI.E FOR NEt�ERS/PAII�L Sq FAST �r K CIv NO.OF.1110y.: FASCIA HEADER INSTALL it�fiLF SEAN ATTnG''4E0 STRUCTURE COLUMN' VERTICAL . ROVIDE 1 1/2":OFcAI . .. ...... . .. ... ..... cEE SCHEDULES yAR1Es• _ -,„-__ I(CAN FASCIA. - PROJECTION • MIN. SLOPE 0.4' — COVER PANEL FASCIA ^PTICNAL 3 1/Z" CONCRETE SLAB SEE NOTE 1 5, .�. 1 SHEET 97GNC2. SEE SCHEDULE FOR. FOOTING SIZE- AN q FOR COLUMN SPACING SEE 4N d PA:ND TA9LFS 2.1, 2.5. 4.1 OR 4.2 FASCIA. .. IN�J&R— li OVER PN " !dAX. B� TE j 1/2': STEEL .0 O'I',ANG. / I BAR.. 9 15' u, SPACING INSTALL COLUMN VERT i E NOTE #7, SHEET 97GNO2. `_ SEE SCHEDUL•F FORRROVIQE 1-1/2-0 FOOTING SIE Z'd` = TYr^. D RAIN ' CUBE ' SIZE ' OPT. 3 t/2' CONC SLAB - " "dam -dam SEE NOTE 1 5 ON C.FASCIA HEADER SHEE 97G 02. IINSTALL COLUMN VERTICALL" LTU TISPAN ATTACHED CA,tiTIL"VEKQ STRUCTURE .. NCTH VARIES GRA'rN c FOR COLUMN SIZE SEEr` COLUMN SCHEDULE' i 4 WIDTH.. VARIES W/ SELECTION . I NOTE: PATIO Of HEADER, NUMBER OF COLUMNS HEA[C)E4 PANEL NSiALL AND LOADING CONDITIONS. SEE COLUMN SCHEDULES FOR MAX.' COLUMN SPACING. V` -SCALLY PROVIDE 1 1/2 DRAIN. Q 1/2- CONIC. CdA p ! - - =1 1 - SCHEDULE • ..'. �` PLACE l - 1 /2';aX6'SL _SEE � FOR FOOTING SIZE. SINGLE SPAN EF ESLANW SRUCTU BAR AS SHOWN END FASCIA INTERMED.BEAM COVER P EL IMAXIMUM F - OVERHANG = 25% COLUMN w . STLCOL.TYP. SPACING = NSTALL CO VERTICALLY • I ' .:1 1/2-0 STEEL 'BAR OFT. 3 if CONC., SLAC °d * W 1"d' SEE T 97 5 ON J �` SHEET 97G 02. Imo' LTISPAN ATTACHED STRLICfURf �7F SCP+spULEST R4ErT10N FENG pROJE.• C�!aIN. L-NGTI"'7f . FASCIA 4� 25% COL_ SPACING 6 LONG SEE SCHEDULE FOR FOOTING SIZE - "d- IS "IS TYR. CUBE SIZE PANEL 1 1A PROVIDE ,RAINCJI OPT. 3 1/2" CONIC. 7SEEITISCHEOULE d SLAB -SE£ FORNOTE 5 ON OONG SIZE SHEET S7GN02. bATt 1REVISION_ _. DAT_Ej REVISION (� Ti NO ; �� Engineering Services - 1140 All Pro Drive Elkhort, M 46514 V K G ICBO ES _VALUATION REPORT N0. ER -2621P I f OEC` STRUCTURAL CONF)GURATIOiVS Li E EERS STAMP 2/8/2000 N 97SCOI - 1 OF 2 JUN 14 2005 C.FASCIA HEADER IINSTALL COLUMN VERTICALL" PROVIDE 1- 1%2' . GRA'rN END FASCIA INTERMED.BEAM COVER P EL IMAXIMUM F - OVERHANG = 25% COLUMN w . STLCOL.TYP. SPACING = NSTALL CO VERTICALLY • I ' .:1 1/2-0 STEEL 'BAR OFT. 3 if CONC., SLAC °d * W 1"d' SEE T 97 5 ON J �` SHEET 97G 02. Imo' LTISPAN ATTACHED STRLICfURf �7F SCP+spULEST R4ErT10N FENG pROJE.• C�!aIN. L-NGTI"'7f . FASCIA 4� 25% COL_ SPACING 6 LONG SEE SCHEDULE FOR FOOTING SIZE - "d- IS "IS TYR. CUBE SIZE PANEL 1 1A PROVIDE ,RAINCJI OPT. 3 1/2" CONIC. 7SEEITISCHEOULE d SLAB -SE£ FORNOTE 5 ON OONG SIZE SHEET S7GN02. bATt 1REVISION_ _. DAT_Ej REVISION (� Ti NO ; �� Engineering Services - 1140 All Pro Drive Elkhort, M 46514 V K G ICBO ES _VALUATION REPORT N0. ER -2621P I f OEC` STRUCTURAL CONF)GURATIOiVS Li E EERS STAMP 2/8/2000 N 97SCOI - 1 OF 2 JUN 14 2005 r 3'X E' /t' LW. BCD) K& OR 3'x E'x 12 G1 2 'C' SEAk HEAn LATTICE QrLFHANC 16' FNR 1 1/2' X 1/2', OF. 3 1[?' LAB- SEF NOSE 5 ON SfM. S7GHO SINGLE EPM ATTACHED LATTICE STRUCTURE N.ULTISPM FREMANEING r�• C I. f �- TV O'HANG--i 1-1/xE. L13K­J__ — Sa Sr IEDUIE F� r FO,'JDNG SIZE t I LTW OVERHANG --• Rk'11M NOTE: SEE TAS -5 4.3. 4.5, 5.3 M01 �.i E' MIN. O'HMIG' rtk'TtR NOTE V,715PA4 FRE_MfMOIN'G ' ATrCE SiR020E IL cC� CS 1 O( ►. I CCLUNN H1. �, Jav a 3'X E'X 12 GA ` STEEL 'C' 6EAM ca SCE SHEET 5 RAFC0E7AI,3. ' ' DETAIL L23. . OFT. 3 1/2' CONC. SUB—�� sOA FOR FOOTING SIZE y r �Q SEE SCHEDULE 6 �� r i 2` X 6 1/2` OF ALUM. RAF I ERS ' G& 24` C.C. 0 _ LAT I ICE: 11A)c O'NANG 2'Jn Of 2 'x 2" CP 4' O.C. MIA'. COWMN SPACIK < SEE SDfDULE FOR COLLAIRS. AU MUW+IS 10 BE W-FIA111G YCRik"N+il- O : 3 1/2' CON -C AWAY HAYS JANE 7H JK SLAG. 2 CoLUIw__ cfom NAS 3 1/1' CONCRETE SLAE L L rL ►REA TTTT ACHED—STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM MAX. MMR SPAN (CLJR STAN) ,TWO OR NORE SPAM ri' X 6 1/2' OR 3' X V ALUM. hA '.ERIS is 24' O.C. Ty��� a CLEAR SPAN SEE RAFTER NOTE 1 • ' ` ;'L Nc. 16273 __,-PLACE 1- 112 tX E STL. ' BAR a SHOWN E,.^.•. d �� oS SE SCHEDULE FOR FOOTING SIZE. TW DATE REVISION l DATE 1 14 APR�. 8 Z w�^ Engineering Services � N0. 6 - I 1140 All Pro Drive � ! ��I Eikhort. IN 46a'14 ICBG ES EVALUATION REPORT NO. ER -2621F f NONE STRU CONFIGURATIONS WE E CIN E� ST AM. fi7SCO2 2 OF 2 .. 2/0/2000 N �QEiSSI�,y�! O��C No. 1621 * Exa.6-so- ( Q.' JUN 14 20rjs,; 11 40 ALL PRO DRIVE ELKHART,IN 46514 )C80 ES EVALUATION REPORT ER -2627P: ftk4K PAGE DATE: 2/8/20001 MAR 0 3 2000 - A & I APR 1 8 2003 JUN 14 2005 1.G ROOF PANEL SPANS AND OVERHANGSFOR PAn0'�;H ? 112' ) 17 ROO." FANZL D1:S)GN �2*lr7 ),ROOT GAN[1 DLSKiN SPAN rC)F PATIC Sl R S SP1lA?OF PATjO cIRUCTUpttS IIVE F�1Ll LM PAN:I 17 HEIGHT J LIVE 'FAMEL 1: HLlG -ff { LOAD Y 7G . 90 CVE)t LOAD T 7F0-[,- !Or OVF3i (P ? ( bw" 1rR1 HA NG _ (Fr1). K ►FH wki lftkNG 10 0.019- :19-7- 1C-7- 719- (�G D.ota 132 13�T Eby o•C24 194• iC2- r -T GA2D .142' •4r.4• c -1r 0.032 204- 29-C 9'2' . DA24 .193- - r -r 7-11r. OJIM 21'4- 2T•r 9'•10' OA32 187-4r Fes' 10 8' 7I Me 1r-tr 1r1r 64r D936 79-r 19•r d -1r 0.024 132• 13-8- E2• 20 091! 9-r 9-P C -r D.CM 15.11. 13-11' T2' O-wo .10'--. • 10-F 'S-0 0.038 1747 174r T-1 P 0.024 11'-0' 11'4r S2' 25 0.018 W r ic: ,5'-T Q=14.1• f2• 14'-11 E-10- DA24 174- 173 5.11' CASE 1S--11 1S-11 -7-11 4.032 tr{ 14-r 1 747 25 CZ1L dA- 'd-0- *-2 OA3a 15-1 15-4* 7d OA20 9-10 f-10' 3'-1' 3;i 0.01! 9-10 9-'10- 4'.S- ' 0.024 .10-7- 10-T 5-r 0924 11' J 11'3- S-6' _ OA32 174• 17-0' £-1' OA32 13-1' 13-r Com' 0.038 13-T 13-T £-T DA3a 11'•0' 141'- £•10 3C OA1e 72- 74r 3-T 40 O.C1a d -T 9-T 4-1' OA2G C-0' d -d . r -r 0.0'14rl -10' 9-10 r� OA24 9.41• 9'i' 44r 093212- £2• 34 S-0• O= 11'd 1T -r S -T DMe 17.3- 173 SIF -.1111 COX 122' 12%r d-0 E0 O.G78 - 7-1' 7-11 7-I• 4p 0.018 5-1G 5--14• 2'-9' OA24 C-1' £-1• 3r -IT 0.02D 6-11 8-11' 3 -3 - GM -F-r 9$ 4-C OA24 9-0' for 4'4)- C.03a 10-r •10-1• 4-t0 8032 10.2' 10-7 {10 7ABL 1.1 0924 W -r 9-1' C-1• 3-10- 0.024 CAN 10-11' 10-11• S.J' 2 yr x iC STRUCT UR L PANEL _ POR PATIO COVER: LAVE I FANU 17 HbGMT zAD T 70 •90 I OVEF+ FG-) 00 WM - M H HANG i• B I OA1a : r-17 141o• I i-6- I 2 1!1717 Z7EE1 r-AN12 EXS" - SFA*6 FOR PATIO STRUCTURES LM PAN:I 17 HEIGHT LC1AD T 7D 9G OVER • (PSP) nf1 ►PH 113H RANO 10 o m i r4r 14.0 S -r 0916 16-7 10.7' 9_r 20 09120 F-! f -f 4-0' 0.0149 111-' 11'-F C4- 0.0120 9-P C-0• 3d 0A16 1044• t0 -C 44r >c 0A720 S -T 6-T 7-0- 0.014/ F -T F -T Sr 40 0.0120 4-T `3' 7-1• CA141 fr_r Fes' 10 8' 0 4.0120 7-1r 7-1P rte' 09141 S-10' 5--1P s -T TAME 1.3 17-7- 17.7 21 17 ROOF FANEl OESiciNf/T)t AN MR PATIO STRUCTURES . PAWL 1711ftxefL-r 70 90 OVER r -W dp 0-018 {-r r -r r-10• 1G 0.078 17-+!' 0=4 .74T 7.7 3'4r GAM C'2• f -r r-0 GA3a 9.0 940. i IMLE to 15-0' T.r 21 17 ROOF FANEl OESiciNf/T)t AN MR PATIO STRUCTURES . PAWL 1711ftxefL-r 70 90 OVER r -W Xrr I 14PH I MODH I KA%M 1G 0.078 17-+!' 77.0 5'-1P LN'E . IP exr.6 OA24 142' 14.2• C -T LOAD j T OQi2 f5� 15-0' T.r 17090 (PSf] 1 0 � 1131 0.03E 192• 192• 7*49• 20 OA1t C-11- £-11' 4S r•C J: 0-024 114r 11 s-3- r -T 0A32 17-T 17-T Ste. 102 OMe 13-r 17.1- C74r z: 0918 F.v S-7 0-032 16-11' 75-11' 1s-£ T� 0.D2< l AJ4 10 8' 102- 4, 2--11-. 0937 11:0 mr 5.4 - s -T CAN 17-7- 17.7 5-0' 30 0918 T -f 7-4' Ji 13-1' 0:074 92' F4' 4-T 0.012 CA32 19-11' 10.11• sw 0.014 17.9- 17.1'" 12'3• 5-11' OAM 11--0• 11•-!' 543• 4. DA18 for f2• 34' V -r. 0.024 8'-4• s -C 8-cr 9.6' OA32 yd Vd 4'-T 11'2' DIM 10-r 10-V 44r SO OA18 s-4' s.4• 7.8' r -r 0.024 9-10 f-10' 3'-1' 62' 0.052 T-110' 7-10• 3.4' T -C OA36 Q.1• 91-T 7-11• 17-T TAtDt•! 1.5 { 13'-T £-T COMMERCLAI STRUCTURFS 11r7 x 17 PANEL ALLOW DtS)ON ZPAN 2 1r7 X C' AOOf PNL ALLOA•. $FAN FOdc i 1r x 17 ROOF PNi ALLOWABLE SPAN FOR f Q4L :7RtJGTURk- FOR CA�CRCVL STRUCTURES . ( FOR CCNWERC 4 STRUCTURES LME PANEL 17X1• L Dmosuu C l4AX LNF IPAW-L EXP. E.• U5O<URE C 1a+L1X LN'E . IP exr.6 vp--* RE C MAX LOAD T 70.90 70 90 OV>rR LOAD T 7056 70 90 OVER LOAD j T 70 >i. omk (M L+rrt KIM WH hswG i (PSri (1N� f>Fii MSN MP►1 ' HA1 17090 (PSf] 1 0 � 1131 IrPH kPM HANG ROOF H=1CYiT 1t :. ►l++?T &V. ROOF FE*M le' Y3aS 1ti R= HDGHT IV 20 c.01a 11--1r 11•-11• 111-C F -C T-1' ] T-1' 4-0• 1 0:0144' 10-11' r•C ; j 20 10-018 C-11- i 9.11• r -T 4-1- 0.024 13-C 132' 13-7' .£-C O.LQD 101 102 10-7- r -1C' 7-r 0,0149. d2• C2' C-4' r Z S-7 0-032 16-11' 75-11' 1s-£ T� 0.D2< lT4r- 11'B 11'2' 5'2 2--11-. 0.032 17-T 17-T 17-T s -T 0.00! 1C-11' 1C-11' u=T 7$ 1 O.OI'fi: 0.038 14-1' 15-1'' lr-1'{ 15-4• 1T-l(ri 1r-71'� e -4r 7-1- • 0.030- 1 Cam 1 13-1' 13-1' 15-1' S-11' 2-` 0.018 . 10-2r '101r 10-r- S -T 2S 0.012 5-0 C -C 9-7 i 7d 0.014 17.9- 17.1'" 12'3• 5-11' 0.024. 10-f 10-4' to --C 1 4-10' 25 DD•le: d$,:. C-8• V -r. 43• .0.0:11: tr3•. 143' : 14.0- 9-11' 0.070 92• 9.6' 92•' rd 5-41' 0=2 11'2' 11'•r- 11'-r S� 0.038 , 153- 15� 15-: 7--T OA24 CM2 10-7' 12.4- 10-T... 172-' i0 -T 17-2• 5--1• 9-1' r -r CAM 17,2' 17-T 17-7* 62' 30 0.018 5-10 9-1o• . 5--10 4.-r 30 D918 7-C T -C T -f 0.024 0.024. 11•.T. 1113' 11*41.. S Cr 0.03L 17-T 13•-T { 13'-T £-T r-li'l 1 6.024 w -c 9-C v4r r -T 0.= ' 13-1• 13.1• 171' £l30 TAM 1.10 0.032. 10-tC 10-1C' 10-10' S-0• 0.018 Td- 7-V T-' 7-T 6938 1r� 1rO 14'4r E4• 0.02D : I OA24 1!'4C 9' -dr' C$ 94r d2' F -r 4'-r r2• 6936 11'$ 11 11'3- S -T 4C OA7e 9�' C -T S -T r-1' 4C• 10.01E 92' S.C.- £2• 34 0.024 9 -lir 9-10 9-10' .t-9� OA32 1.1'-0' 11'-0' 11'�I')I S -T CA24 C-4• C� C2• S -1T OM32 11'2- 11--r 11' 6' S•E- 0.OX 173 174r 17-r t C4 DA32 94r 4.6 S -C f -r C.O3E 17-7' 1T-7 1? -7 C-71' jJI I O.Me, 10-0' IV-&' iV-r { r$ 40 0.018, C.020 s-10 £11' C-10 C11' 5•-10 9-11• 7.6r 3'3• 7.41 so OA1! 6-4' S-4• 5-.4- 72' 0924 W -r 9-1' C-1• 3-10- 0.024 C -V £3• s r 44T OA24 6-10• C-70• C.10 33 OA32 92- 8-0' 9.6- 44- O.= 10-7 10-T 10.-7 4:13 1 OA32 T-101' . 7-10' 7-10• S2' CAKE 10-1• 101• 1C-1' 4-1C• 0.0 4 10-11- 1? -11. 10-11- 53• 093E 8'3• C-4• 9-8- 2 V7 x 12' STE& PANEL ALLOW- SPAN POR COPAVERCLAL STRUCTURES VVE PANtR ZOI E E)ZOSLRii c . MAx 7090 LCV4D Y 70 9D OVQa ' MSF) (V•0 WH 6" I�P)1 "I'M ROOF Hf7X9HT 1£ 20 1 CM120. d -r£40 9-9' 4-0' IOA149' 17-1• 17-1' 17-7- rd 25 1 0.0120 T-:' T-1' ] T-1' 4-0• 1 0:0144' 10-11' 10-11' 10-11- 4-0• 30 0 0.01201E4i• I L-47 C -t' { 7.4' 0.0140 1o' -(T 10.0, 1o1p 7-8' 40 j 09120 r -T 4'-7' 4•-T 7-r 0,0149. d2• C2' C-4' 7.6• M 10.0120 7eT 3-T7-7 1--r , 0.0149 C T 1 C -T C-2- 2--11-. 7AZU 1.7 TABI 1.8 w 0978 4-7- r-7 4•r r-10 irate 1.1, 0920 4•-0' 4g 446• 7.7 DA24 0.2' 92• e'0. 3-0- 0aii I a2- w -r £-r I w4r ome 94' 9-0' 9'-0• 43• TABLE 1.5 .ALT.'S V2x 17 PANEL ALLOW. SPAN FOR F•AT)oS7RUCTURES LIVE IP 17:H01aw 70 1 f10 { 04!m LOAD l Y IPSF; ( w -+i J :w" HAM 10 1 0.075 11'-4 11'-1• V_c 2c GA24 14.8' 14%v F -r 3-tr GA30 152 .15'-0' T -T . 10-T OA3a' 1C-11' 1C-11' 74' 20 I OA1a s-2, v.2* =-1r .17-C 10.024 Ir -0' 11.4r F-7 { omt 0A30 ; 17 T 17-T F- Jr 25 coo 13•-r 1 17-C V-7 z: 0.011 72• 72' s- 9-10r 0=4 F-10• 9-t0' 4-F 0.030- I lAr 11'-8- 5-r 17-T OA38 17-T 17-T 57$ 30 0.018 16'-0' 92' 3-7, OA24 9'-1' F-1' r-4' c 0.070 114r 11%V 5--0' 11%T 0.038 11'-1r tr-17 S2- 40 OA10 5-41' C -Ir 74rr S-11' OA24 7-11- T-11. 13-0' CA24 OA30 9-T F -T r -r 0=2 10'-10. 10-10• r-10' ec o.Otd 4--1r f•11• 7." 1 10-V 0.024 rd 4•-6 3-r r 4-11• OA30 T-11' r-li'l 74r £2' OA3e p4T Fr 4.T TAM 1.10 ALT. 21rr ) 17 ROOF PM ALLOW. SPAN r0R CC&MeiOAL STRUCTUF= LPn PANEL EJ(P. 0 EXa'OSLRm c MUX LOAD 7 7x+90 70 I 90 OVER (PSF) (" I W11i I MPH MIH HANG 001041w )ROOF HEIGHT 1C 2c 10.018 £-T s• -T 7-11• 3-tr s -T 0.924 10-11' 1D-tY . 10-T 5-11 j 0932 .17-C 17-C 117-C 5-8- { omt 1'.1-8- 132r lve- o -- 25 Ot18 T_r 171 T -f 32• 111i OA24 9.1ir 5-14' 9-10r 4.r GA+ 17-T 17-T 17-T S -r 30 CA1a f2- d-0' £-P 3-T 0-024 9 � 9•-0' 9,4r c C_= 11'-0• 11141 11%T S-0' aim 11'-70' 11•-10 11'-1C 52- 4c OA7t S-11' S-11' S-11' 7-F CA24 T -t1' 7-11' 7-1r 32' { DA3i 9'-T 9-T 9-T C -r cme 1V r 10'4' 10-V 4'-10' to 0918 4-11• 4-11• t -1r 7- OA24 £2' 62' for 3-1' OA32 T-71' 7-17' '7-1r 309' OA38 F-0• 9-0' F4T -C-r 7 AIRZ 1.73 VA►M TinFAMn FASiE-iBNG PANEL Y (W) i1G Slr1: f AST f W S PACNG IARID LOAC MXP a .EXP.OSUP.f C E70 90 70 9p•0.016 s 4-S'.• ?-11' 0.024 11' 5-v 6-6 3-11' 0.03? 14 64r 8•F 5-7- 0.036. 14 6.8' 9-0 5-2' C-042 14 I 64• 8-u s -T I AbLr 1.14 G 1 hDo16273 &33U .0 =`APR 1 3 2:00: Z.2S� t_wJ {-0.00- -,. �i 2 1 /2 x E R007F FAN_t 2464 {---12.00 --, ! i _ 1/2' 12" ROOF PANEL 2 y ! --, J � r -- . I 2 1/2' x ",F,' ROOF PANEL. n {----12.00'-� jv1 1 1/2' 7. 12' RUJF PANEL -\ . . . �.•7'- Ff _�Ji, 12.00' Zfl 1 RNATE 2 1/2' , 12' RDD; F.SNEL !%n•mx B MMC PSOD[IC'IBx L'1TG 1 140 ALL PRO DRIVE CllrtxwDT 1!1 A651d JUN 1 4 2005 f •'�'��s�R:.FtFAAAF�AIOR:.pAxAARA Q�7RPAr1CRP.:,I1ARRA7:7{Y'; 7 '2 <w U., e5 Hg gig � O # c^7 ER * o k . 00 th r T" t\ I' JUUUUUU GI It1000UU UUUU w l s •---• � � O # i. In bhbmb'h�if^b �b4 �' �r 4.bhbtnb►ht!.4-gin 10 f. �bAR� rfnbh bub'rNlrrtnb^bb i�& :4. eohbe.b�Nh^Hblr i'b � �&1•Ylbl.b0 O�fFh4Qlb �' ..-ter 4/bf.beb�N�'�ln K RO I' JUUUUUU GI It1000UU UUUU •---• � _____.. .. � � � r € nnRq�x --___...__...—...___... AAR99A>n%S AA%:YIA .— � � � Y € y h b b p � —_— �! N § h h b • � _...._- �' � to ^UUUU �... uUUUU'U.0 Ul1000U •r• -i— UUu AAA - __--- — _ _�_ _..._ W ---- AAAFIR 8 ANF,AAPA -"- -y 7 ��,1 �..� ��:tih���,►; O, I�In InLMI', . g kyr.:-4�4 _ h44�y yi. ul gfJX1aAO ARx o S �—� bApAA ARRA RRA - 1"lseohe;bb FA R b b4, -n —• _ binNNi NN 'wr g OO IU III W W W W W W IU to W,W W O O IU IU W UI u1 W III to U1 W W WW O O UI W IU lU 1U 111 ul UI W to W III W O O O O W to IU W W YIW W Yl Up WWW WWWWIUWWWW WYIWWWWIUW YIWU RArRR;,aaAxxa.71AA 14 An 9$1A;XA51WRRA919tSs fiRR�IRRq:; qqQ RA7�RRfiRaRR: AAA71ARfiR91aQ vP�;�rg 19RF9Rt3�,aaA7i7I7SRRR A&aARxRRRfiRRRl9a aaAJ1A7iRfiRARalRa9 ARARfiRRAlRV::cICIo gA�IARfiRRARtq AgA7�1NRfiRAN4 4444��'-4�e�-44��4 `��tSiR��loiCn�Kli•I�itin 444 §'��i�e��'ry0b• 5�h�ikpnl6`Al�f;pp'T.�k bbib�Whhti4F,�h4h �llfiAplefnnp>;1kRRAe 4b�-4ba4b°�4�46y St Ee�fOpl;FkRG�"���me �ti4�;yb4�h�-44 44's4';.4b�;4wy ,1' � �'eA - ��pjjkf�s�,'^eba fOFiked^ bN�: UOOC)tlluIUIWWWw IUWWUI, 00 O 0 W 1u to W lit W w w—tuwW U O OOIUWWtuWWWWWWW U O O O O 0 O W W W IL W YI W W WWWWWWWWWWWW WWWWWWWWWIYW #� K_ 8�c`r€ Aa:RIS»RA53.�AAAAA71 nfO�iF,aA�INixRRXiRfiR , S�StsA6i7I71%t%iRRfififiR aA7ixARRfifiRAaas. AFAA7IRRRRfi7{A RAst1A7�7[1ARfifi ;ta�)'`e �CRntJA>8R�t2naaAAAx —( RRRMSIS1�5Rx�ARlRislfih &F1F;aRxaARliMfififiR aAaTRRRfiRR71ai9�:. &AAaa11xRfiR9lAt 151$1AAA3AA1.14TR j�Q 3:1 b IG. iy4i;�T14v4htit,1=�4�,b4h-4y �Nl—+�Nc'I iry iriN�D bbti r Iv 4o 14�h:i 444�1.�y M+�-a ANNni�p Fli �i9aabl� i4n'r ybt444�'hq�yz�, iN�rvp�i Fv�abb'tibb 4p-'�,4yb444 6q4 °' �vN�1F�°b���,�i � 4=4�' b44hah4 h 4 T ti(44b4bh4b�' § '• .• •. � r (��'se.°-~����.��� Pb�$� '=�� W W W WWWW W W WWWW W W W WWu_u1WW WWW WW Wulul UIIU111W WWWW WW WWYIW W WWtUWWWW WWWWWWW WWWWWWWWWta WWWLLLL&L%1ti u. tj "R f<r" `i'aA�IxA%13tR�tRficA �_R:,aA�lxAAi'IRRRRfi7i AaAn�R�fia1Ra��ss x�tylMr �InRS19tRss:Ca�iv?Q RfiCiiilRBs.ti Mt�lRRRROQ: "+��`eY; x�IRARSt:fi$RAI99PlF9 -;1A�33tfiC�71y1iRaSst; RkR?iaa49:7Q�Q�L RRR7t&IRbs:t7 ARRWRASis. 5 �3Y � �hy4�lhT4hrehb-h6h �i�ifi�IS1i0l6kfd(gi0xgj%! titi4::�lr4y[:��yb'-�, �4StR�AtVf01`tAp�1FRR4 hhbti�bb��,�,byyb�, 4+rytl���r444t:4�'�4b4 4hayiti44�; 4�:Ry4444. ARl9afOnfilFipk�>a��= - l9AnppTq���b�b� le t9kppk>;fss� lafvkppic��� OOWWWWWWWWWWWWW 000001"Wwww UIUIUIWW T- 00000OWWWWWWWWW OOOOOOOOOWUIWIIIWW WWW.WWWWWW WWWWWWWWW Z �� -, <Ep S O FA1QR51A:IT:IaaAAA'A RRAF;�I;IRAx�{Sx�IR:I R!�&StaAAxx7IAA�1R�, aaAAxAXiRRRfifiRRA ARAA7I±lARRR AAARRiI�RRR ,����¢� i. FARIORi1FTTp>dAAAA F�IR..It;1XRR�iS�IxR%iR -.^k1>:flriaaRA�I�f�iY1RRR6; aaAR7I71RRR3tfifiR.fiR AAAA71R1RARR ApAA7l�l1RRR ihh4r 4hy4ti►�'�4hh' �i��pkF�rlb4�hbbF1 tiny ba°4r4�h��v4�� fhae�-h4�hwtiahvh; "bb. y��?ybF`bl�I��TI� • Lb�y�4�4,, �.abts,.bhq a ���� N�:RA�m�b1.1�-.h•N.d-I•MY' �i;R rbh-tib�.b-��bh'7N ����h��.M-�.~-h;' � ����.h-����� bli'�7����� <mmUUUUUU <mmu UUUUU <mmUUUU1)O <MMQUUUUU luuuuuuuU UUUU.UOOO � g r 'Y �°�RiZI'v&pRR W&&Aaxnxr� _ —~__ R&RAAAAAA x 1A16RRAA AA�iA19RA ffpAx�iCRR i �Lrg� &F&&&RAR—'x9lRAxxxA �gAxxnAiVA19 R7818RRR19A �1%fpxAR19R 10F7R�gpRR, [ � ��� r b��bC.bG6bb �„��'iOdbbb OFiFb�bbAlYo lTo �h�bOOAOb� h04ibbtititi•'tl b�h/, r.60bb - ^ ' � � � � ..�4a��aaah�a OIb1.bLb41�i �iy4aaaa��,� '-1't Ob1.bb Alnt4 ►-4y��'.aMyti�� ^��Ab/_bbbby4 'tiyay4�aMby "ti•^, �L^4 �a CYC f►bl.bbin ,nvb b'�:.�io 7 i��•1 o r ti erg �Al.�lo 4r�. t.. ND0 Vr b SEi %hdb'H 4 4 Ali 4 y . e�'� Ov � ti4a,h4�-44'4 b, e, Iv tob Nlil♦ oe4�,4yy4�44^4 'C .- .•pbl. eibfn Ny k 4���.. b li ►i. �gl��m�'ob/4.tob4¢iti,V l � < � s Mhh�r4��44�4 �Alnh�,4Nei4 ^r4lbhioR��h��i.°-bl`.b-b F' n 41b/,b4^=Ni,:'IZ�b1=bA�F. i�'y`�(nibhbta �?:�.N. 6-Itibl^'b� gyetohbteV�Nh��b�bb�& b :+ �. F. bbf.b 0l���i;xb yh�b�a44h�ba�g44%a44o�4�fi4ti�44"� r 16. � yb �•�� i�y;�aavan4av� �.. ; `Iby 4Qb�4444�9y-t � � � N ti ti dLjtl dt3t3tltl;idtl�tDt�t� YdS �ddd?tdNbtd:dt3�i�{�� N _Q1 m•' metro mmmmmmmmmmm>$F7� iitrlq�4AYa�ovao44444�'q13tla+i� y� byb�y4y4� 444�t�, :44���14y=e aaatlYdddt� t�ddtiMDthtddEtlltbtNdHN6tN`ytl $d�� $� ��>n�����ta aaaaa`t:tltitltli3y�ybtdbtM: �"� y n A n A n n n n A h n n A A A n n A A n n n A n A n n tram - > �,Na AygYi�•Oe/q V�1aNAAV 4444QiSd'�W 9+rb�t;�44444y+a�44bb�b�ba4g4 da,aNNNNNNAINNNCtNAtb<OtNNNNDt�9t'dbt. NNti od aa r.ei'n411N8�atlt3a�141..ddaa�t�AtYMN�Ci nn000n,mOnnnnnnAc)n0nhnnhAnAAmmm U44ZbU ;$0 �yG nn ....o i Dere vbrn 9 i C 999 'AaQ J� F. • 111111A O % . �i3dila�'3Q;��esS:.veou'u►ae�uioir::o7aoaaa?T�`�"'���. vYLrbaa�tf>aaeee'stts.:uu::.ir'sUNi�Y)}3xx>s5Y� aid,{'livaai��Q�ipKSt:Vv7ieru2;amia w'f'YYf>sYY?�.>� ISO 9 M. -A lih. N 9 42 9.�.�ona�m.�.� �m w rT m • ,� to M1 yy'�a4wr9NNaaati Vaaaq 4 Val 4Kg44�bb:hhti gabbaa�tgaa 4 1bWHtit)V�4NNtl.3tltldt3 NVbtbttlt3ti-ti bt, 4 R tltS92W b1tt:tlticit?Nbtbtd.til dt3!I2lR't� mMrm mrn000nnn— OO OOnhnnh $� .J 9 —1 bqb Q�44gy bq�94�tg4�+ G TISY �YLikt�Lt 9l uS�Yti[S� .t�U4.4 o iii MmM TTTmmm +.mmmmmmm r$I U 4bm 7a.;y;ca �tlt3:bt 99 v ktl1N JlfYss SaItYYWt9Y Ids K1$& 9-94.19Yl1 98913 Id4Yk' zd� yy ppq TTT •n TT TTT �1TT-n"q MM 38k .A OO�WW q +y55�q 4rV'V444s ay�40 y§y�r�gy�, 44�t4tiaq ;qq � sar3�aa titaa��tsa� ���tt�ee�s��s d� � � TTI.{mm .. T111mmmmM mmMm MmmMMI.'1 ��� �- �+ y.r'�W,Y'4 •;�Wi�MAq•,Je 'e �i N4 yq�D'�V -� ti"v4g4 �b1a 44"Iq 44§44§ -M. lZ;Yil�t>4 Y.t3YfSHb��I lQtE9tEEA&Yt1dt3 3i� y ' 13 '..TTTM wT+.Tmmmm TT11T m 77 q�q t3drv_a�. 4f N ► V' U V' �. Be8i � ty� y jcjyj' A An nnnf h ti tl bt bt g nc n nil nnn� y p q V a g M a 0 b' �a gga�t s N 1 tlNN tlNbttl fid// � � .� On Onn nnn #' x•00 ^IOM .'y .'..gelAYeC y4WN�gb4VO•+lq g � . zaK�a>*atxau:eaYaatd:da��.._;.:....�_.... n �� � ���• Ne.4 Q1V VQ.p pU.F►W0 � r,�J���Os�++��++e��'U�Y1+/�U���pp p. e.b. V Jmp W U. e. ►.� > �,f wf NaaN�tQ32IO�ObV./�1�1PUr�IpUUW•++O OMEAbVVaMtn Ntn �tYqj1 , F. • 111111A O % . �i3dila�'3Q;��esS:.veou'u►ae�uioir::o7aoaaa?T�`�"'���. vYLrbaa�tf>aaeee'stts.:uu::.ir'sUNi�Y)}3xx>s5Y� aid,{'livaai��Q�ipKSt:Vv7ieru2;amia w'f'YYf>sYY?�.>� ISO 9 M. -A lih. N 9 42 9.�.�ona�m.�.� �m w rT m • ,� to M1 yy'�a4wr9NNaaati Vaaaq 4 Val 4Kg44�bb:hhti gabbaa�tgaa 4 1bWHtit)V�4NNtl.3tltldt3 NVbtbttlt3ti-ti bt, 4 R tltS92W b1tt:tlticit?Nbtbtd.til dt3!I2lR't� mMrm mrn000nnn— OO OOnhnnh $� .J 9 —1 bqb Q�44gy bq�94�tg4�+ G TISY �YLikt�Lt 9l uS�Yti[S� .t�U4.4 o iii MmM TTTmmm +.mmmmmmm r$I U 4bm 7a.;y;ca �tlt3:bt 99 v ktl1N JlfYss SaItYYWt9Y Ids K1$& 9-94.19Yl1 98913 Id4Yk' zd� yy ppq TTT •n TT TTT �1TT-n"q MM 38k .A OO�WW q +y55�q 4rV'V444s ay�40 y§y�r�gy�, 44�t4tiaq ;qq � sar3�aa titaa��tsa� ���tt�ee�s��s d� � � TTI.{mm .. T111mmmmM mmMm MmmMMI.'1 ��� �- �+ y.r'�W,Y'4 •;�Wi�MAq•,Je 'e �i N4 yq�D'�V -� ti"v4g4 �b1a 44"Iq 44§44§ -M. lZ;Yil�t>4 Y.t3YfSHb��I lQtE9tEEA&Yt1dt3 3i� y ' 13 '..TTTM wT+.Tmmmm TT11T m 77 q�q t3drv_a�. 4f N ► V' U V' �. Be8i � ty� y jcjyj' A An nnnf h ti tl bt bt g nc n nil nnn� y p q V a g M a 0 b' �a gga�t s N 1 tlNN tlNbttl fid// � � .� On Onn nnn #' x•00 ^IOM .'y .'..gelAYeC y4WN�gb4VO•+lq g � . IILAI-161 t• 111 -An GQ LIVE LOAD TRII VOM 24'3' 26^28 1C' 1 •CA.Y LNE LOW (P TRI$ W10r11 Fn a CLOVCV* lC✓ N1 CL 1-C OCC •' .l CL C 94- 10' C CL C sri Tiffi riU:N WL CGUYI CONS FOOTER MAX GULumH SPACING CONS. FOOTER SIZE YAl OOLUYN SPACDIG CONS. Fc<TU SIZE Fgt%gu. 0.,G ATT YAX 00111MN SPA.'YC COI+:.. F001EP 922E Mal CUUA/1 CONS FWTER.Sta .$ ."I WM9. FOOf9f SIZE FAEiSIAI I.G An FREESIMDN3 ATT FREEMAND"G A77 FREESTANO94S ATT rDLUNN 9PArjIG FRffSTAraY"ATISPAOAC FOOT91 9f FTR Y FOOTER -T F'TR Y FOOTER -C IM fTR CZriUMi KEK31fifi 1� rr- IP IS 1! FOOTER Y f Fifi $�ACYJG f:7? FOOTER Y COILMIi NOQRS 6r Ir W 1r FTR NC 1M1 FOOTER YCOIIOlJ UAM/ NET3F(PsnIFTI e7'' it IS Ff8OA5 rr sr 7? Ir nEiClFTE 8'r 1T 1e IV CO-LMI IER�iTE Ter 1T IY It 20 4'�r 24'3' 26^28 V 32 30 31 24 29'-0' 27 29 31 33 28 49-11- 29 31 34 i6 29 20 4' .$ 20 22 24 -5 18 253 26 28 30 31 25 34'-8' 28 30 33 34 27 4' + 5 274r 26 27 29 31 26 28-11' 27. 28 31 32 27 3T-11- 30 31 331 :6 30 39 S T-1 r 20 22 24 25 19 23'-5' 26 27 29 31 26 37-3' 29 30 32 34 29 i7 J B W-11' 28 28 29 30 28 25-4' 28 .28 30 31 28 36-0- 32 32 33 34 32 9 6 9-7 20 22 24 25 20. 2z.(r 27 27 29 30 27 30'-4' 30 30 32 33 30 S 33 T 19.4' 27 27 26 29 27 274r 29 29 29 31 29 333' 33 33 33 34 33 34 T T-' 20 21 22 3 20 29-11' 28 28 29 30 28 26-10'31 30 31 31 33 31 T 35 9 18.1' 28 28 28 29 28 21'-I1' 30 30 30 30 30 31'-1' 34 34 34 34 34 35 8' 7'.6 21 21 22 23 21 29.0'29 27 29 29 29 29 27.8' 32 32 32 32 32 8 37 9 1 r-1' 28 28 28 29 28 294' 30 30 3C 30 . 30 29-' 34 34 34 34 34 37 9 64' 21 22 24 25 21 19-2' 30 30 30 3D 30 26-4r 33 33 33 33 . 33 9 1G 10 18.2' 29 29 29 29 29 194r 31 31 31 31 31 274r 35 355 35 35 35 28 19 6-4' 22 22 24 25 .22 18.2' 30 30 30 30 30 26-T 34 34 34 34 34. 10 31 11' 163 '30 '30 30 32 30 183' 31 31 31 31 31 26-7 35 35 35 35 35 32 11' 6-0' 21 23 25 26 21 1 T4' 31 31, 31 31 31 24'-9' 34 34 34 34 -34 11' 35 17 /f$ 30 30 30 .30 30 30 17-11' 32 32 32 32 32 25-1' 36 36 3E 38 36 33 17 64r21 v 23 25 28 21 16-71. 3{ 31 31 31 31 24'-1' 36 36 36 36 36 12 38 13 1f -T 31 31 31 31 31 -17'-3' 33 33 33 33 33. 2t-1' 35 36 36 36 36 39 13S-6 5'-6' 22 24 26 27 22 15-11' 31 31 31 31 31 21-4' 36 36 36 36 36 13 39. it 13-0' 3131 31 31 31 31 • 16-7. 33 33 33 33 33 23-2' 37 37 37 .37 37 I 14' S-4' 22 24 26 27 22 194• 32 32 32 32 32 27.6 36 36 36 36 36 14' 12-3' 1S 17.7 31 31 31 31 31 Iu-T 34 ;34 34 34 34 273 37 37 37 37 37 -tK iS 5--T 23 25 27 28 23 14'-10' 32 32 32 32 32 21'-9' 37 37 37 37 37 15 16 1 178 131131 31 31 .31 311. 31 1 1S$ 134134 34 1341341 34 34 34 1 21'4r 137137137137! 37 37 37 37' 16 1 5!-O' 24125127128 28 30 32 24 14'4' 33 1331331331 31 31 32 331 21'-T 137,37,37,37, 35135135,35 41 41 41 37 18 20 IV f - LA 24'3 LRIC 30 V 32 34 36 24 29a 31 33 36 37 26 39S' 39 36 38 40 29 20 4 _ 9.9' 23 25 27 28 18 27-3- 29 31 34 35 24 34'-1' 32 35 37 39 27 4' + S 22-0' 29 31 34 35 26 26-11' 30 32 35 37 27' 36-4' 32 35 37 39 30 39 S 9-11' 23 25 27 28 19 20-10' 29 31 33 35 .25 W-7' 32 34 36 38 28 S J 6 20-11' 29 31 33 35 27 29-4' 30 32 34 36 28 37..7' 32 34.37 37 39 31 9 .6 9-70 23 25 27 28 20 19-0' 28 30 32 34 26 2T-ICr 30 32 35 37 29 6* 33 T 19�' 28 30 32 34 27 23r4r 29 31 34 35 29 29-I9' 31 33 36 37 31 34 T T 8 22 24 26 27 .20 17'-T 27 29 31 33 26 2S-9' 30 32 34 '36 30 T 35 9 18'-1' 28 30 32 34 28 21'-11' 30 31 33 35 30. 27-11' 32 '..2 35 37 32 35 F T-0' 22 24 26 27 21 16-5" 27 29 31 33 27 24'-1' 31 32 34 36 31 8' 37 9 1T-1' 29 29 31 33 29 20'3- 30 31. 33 35 30. 26-4' 33 33 35 37 33 37 91 64' 23 25 27 28 21 15'-A 28 28 30 32 28 27-T 31 31 34 35 31 9 1G 10 16-2' 29 29 31 33 29 193' 31 31 32 34 31 26$ 33 33 34 36 33 28 10 64' 1.23 25 27 28 22 14'-8' 28 28 30 32 28 21'-7' 3232 37 33 35 32 19 31 11' 16S 30 30 30 32 30 184r 31 31 32' 34 31 7C-6' 34 34 34 36 34 32 11' 6-0' f 1 25 26 28 30 21 14' -LT 28 28 29 31 28 20-T 32 32 33 35 32 11' 35 17 1t$ 30 30 30 32 30 17-11' 32 -32 32 33 32 23 6 35 35 35 35 35 33 17 1 3.9' v 26 28 30 21 13.6 29 29 28 31 29 1Y4r 33 33 M 34 33 17 38 13 1f-2' 31 31 31 32 31 i7' T. 33 33 33 33 33 27S 35 35 35 35 41 39 13 5'-6' 26 27129 29 31 22 17-11' 29I29 35 29 31 29 ! 18-11' ?3 33 33 34 33 13 39. 14174r IY$ 31 31 31 31 31 16-T 33 .33 33 33 33 21 -La' 36 36 36 36 36 I 14- S-4' 26 27 29 31 22 17.5' 30 30 30 31 30 i 18'3' 34 34134 40 34 34 14' 12-3' iS 13-Y 31 31 31 31 31 16 -or 34 34 31: 34 34 21' -Or 37 37 37 '37 37 -tK 1S S -T 26 28 30 32 23 12'4r 31 31 31 32. 31 17-T 34134 40 34 34 34 1S 18 /7$ 31 31 31 31 31 15 6' 34 3e 34 34 34 20�' 37 37 37 37 37 16 S-0' 26 28 30 32 24 11'-T 31 31 31 32 31 17'-0' 35135135,35 41 41 41 --16 16 ! 20 yD 7RF'F1 t CAiiJSUNt 2f3' '30 ti 34 32 28 29 0' 3, 33 38 37 3o 40'-1' 34 36 39 40 34 20 t 8.6- 23 25 27 28 '21 23-7' 26 31 33 35 28 34'-T 32 34 37' 3s 32 4' + S 27$ 30 :32 32 19-4' (36 3i 30 26-11' 31 32 .35 35 36 31 .35-10r 35 35 37.139 34 35 39 S 8'-11' 23' 25 27' 28 22 21'-1' 29 30 33 34 29 39-11' 33 33 38 38 33 S J 9 2D-11' 31 31 .34 33 34 31 �-4- 33 33 34 36 33 37-W 36.36 35 37 38 36 9 5' 8--T 23 25.27 36 28 23• 19-3 30 30 32 33 30 28'3' 34 34 35 37 34 S 33 T 19-4' 32 32 32 33 32 236 34 34 34 35 34 30r-3' 37 37 37 38 37 34 T T$ 23 23 25 27 23 it -10' 31 31 31 33 31 26-7' 35 35 35 38 35 T 35 9 11=1' :33 33 33 33 33 21'-I 1- 34 34 .34 34 34 26-4- 38 38 38 38 38 35 3' T-0' 24 24 25 27 24 16-r 32 32 32 33 32 24'-S 36 36 36 36 35 8- 37 9 I..1T-1'. 37 33 33 33 33 33 29-8' 35 35 35 35 35 263" 39 39 39 39 39 37 9 6$ 24 25 27 28 24 15-8' 32 32 32 32 32 23-1' 37 37 37 37 37 9 1G 10 : 16-T 34 34 34 34 34 19$ 36 .36 36 36 38 264' 39 39 39 39 39 28 10 61' 25 25 27 28 25 14'-11' 33 33 33 33 33 21'-10' 37 37 37 37 37 19 31 11' i6-0' '34 34 3/ 34 34 163' 36 '36 36 36 38 24'-10' 40 40 40 40 40 32 I 11' 66 25 25 28 29 25 14'-3' 34 34 34 34 34 20'-10' 38 38 38 38 38 11' 35 17 14'$ 35 35 35 35 .35 i7'-11' 37 37 37 37 37. 23'-t0' 41 41 41 41 41 33 17 6•8' 25 26 28 29 25 13'-T 34 34 34 34 34 2(7-0' 38 38 38 38 38 12 38 13 14'-7 36 ..36 36 36 36 17'.3' 38 38 38 38 38 22-1& 41 41 41 41 41 39 jj 13 S-6' 26 27 29 31 26 13-1' 35 35 35 35 35 19-2' 39 39 39 39 39 13 39. 1f IY$ 36 36 36 36 36 16-T 38 38 38 38 38 2747' 42 .42 42 42 42 40 14 : S-4' 27 27 29 31 27 17-T 35 35 35 35 35 18'6 40 40 40 40 40 14' 12-3' I5 13-7. 37 37 37 37 37 18-0 39 39 :39 20-10' 39 2V-3- 43 43 43 43 43 -tK 1S S-7-27 35 28 30 32 27 12-2' 36 36 36 36 36 17'-10r 40 40 40 40 40 1S 1B 17.9 36 35 36 36 36 15-6' 39 39 39 .39 39 39 20-7' 43 43 43 43 43 1B' 5-4r VtrC11�C 28 28 /'• 30 32 28 11'3 33 35 35 35 iT3 41 41 41 41 41 16 90 MF'H tAKASURL G 4' 91-r27 23 28 31 32 4 27-6' •33 35 38 40 26 24-11- 34 36 39 41 29 30-7- 36 38 41 43 31 S 201-1' 33 35 37 39' 30 27-4' 33 35 38 40 31 27--4' 35 37 40 42 33 6 19-4' 32 34 37 38 30 29-' 33 35 37 39 32 2t-11- 34 36 39 41 33 T 17* -C' 31 33 36 37 31 16-19' 32 34 37 36 32 23-i' 35 35 38 40 3E 9 1S-11' 32 32 35 36 32 174r 33 33 36 37 • 33 21'-7- 35 35 37 39 35 9 1S-0' 32 32 35 36 32 16-7, 34 34 36 37 34 2(7 4r 36 36 37 39 36 10 1t-7 33 33 35 36 33 16-r 34 34 35-38 19 34 19-' 37 37 37 38 37 11' 13$ 34 34 34 35 34 164r 35 35 35 36 35- 16-10' 37 37 37 38 37 17 13-0' 34 34 34 35 34 14'S 35 36 .36 36 38 I VA' 38 38 38 38 38 13' 17.5 35 35 35 35 35 13'-10' 36 36 36 36 36 17'4' 39 39 39 39 39 14' 174)' 35 35 35 35 35 13d' 37 37 37 37 37 164' 39 39 39 39. 39 19 11'-71 38 36 36 36 36 17-10'37 373737 37 37 37 .37 16-2' 40 40140140, 40 18' 11-9' 36136 36136 36. 12 S 371-37,37137 38 38 1G 37 16-7- .40140 40 4040 roA 90 MPH EXPOSURE B 1 70 MPH EXPOSURE C 4 27.6 29 31 34 35 28 26-11' 30 32 3537 . 29 37-11' 33 35 38 40 33 9 29-r 29 31 33 35 29 25.0' 31 32 3e 36 31 363" 35 35 37 39 35 C 1844'. 30 30 32 34 30 27-9' 32 32 34 35 32 37-T 36 36 37 :39 38 T 17'-4' 31 31 31 33 31 21'-1' 33 33 33 35 33 29-011 37 37 37 37 37 8 16.3 32 32 32 33 32 194r 33 33 33 34 33 27'-10' 37 37 37 37 37 9 1S-4' 32 32 32 32 ' 32 18-r 34 34 34 34 34 .263 38 38 38 38 38 I9 14'd 33 33 33 33 33 17'4r 35 35 35 35 35 24'-11' 39 39 39 39 39 11' 13-10' 33 33 33 33 33 16-10' 35 35 35 35 35 23.6 39 39 38 39. 39 17 11-W 34 34 34 34 34 16-1' 35 35 35-133 35 27-r 40 40 40 40 40 13 17-V 34 34 34 34 34 15.5 .36 36 3s136 36 21'4' 41 41 41 41 41 /4' 12-3' 35 35 35 35 35 14'-11' 37 37 37137 37 20-10' 41 41 41 41 41 1R` 4,'.,rr -tK -iR as 35 i5 14'S 38 39 30139 38 20-7- 42 42 42 42 42 20 4' 91-r27 23 28 31 32 21 17-11- 31 33 36 37 26 26.3' 35 37 40 42 30 4' 28 .30 33 34 29 27-11' 33 33 35 37 33 S �^ 9g 27 28 31 32 22 16'-6 30 32 35 36 27 23-633 35 38 40 31 S 1 T-10' 6 6-0' 25 27 29 30 23 14'-7' 30 32 35 36 28 21'-5' 33 35 37 39 32 6 24 T 7.6- 25 27 29 30 24 13'-6 29 31 33 35 29 19-10'33 34 37 38 33 T 29 9 9-11' 25 27 29 30 24 173' 30 31 33 35 30 18-r 34 34 37 38 34 8' 29 9 6-T 27 28 31 32 251 11=11' 30 30 32 34 30 1TS 34 34 36 37 34 9' 2B 10 6-T 27 28 31 32 26 11'4' 31 31 32 34 31 16-T 35 35 38 37 35 19 32 1 11' 5-11' 2B 30 32 34 25 194x' 31 31 32 34 31 16-10' 35 35 35 36 35 11- 30 17 94r 28 30 32' 34 25 19.1' 32 32 32 34 32 15-7 36 36 36 36 36 17 96 13 S$ 29 31 33 35 26 9-11' 32 32 32 32 32 14'-0' 37 3737 37 37 13 it 5329 29 31 33 35 27 9'-T .33 33 33 33 33 1t4r 37 3737 37 37 14 19 S-1' 30 32 35 36 27 93'33 33 33 33 33 13$37 373737 37 1S 18 t-11- 30132135135128 8--1 r. 331-33 331331 33 13-1-1'3813811381 38 38 1G 25 r 94r 23 25 27 28 20 23'-5- 2931 33 35 28 37-T 32 34 37 38 31 t 10-6' S 9.0' 22 23 25 27 21 21'-1' 28 .30 33 34 29 27-11' 33 33 35 37 33 S 22 8 T-4' 22 23 25 27 22 193'30 30 32 33 30 . 28-7' 34 34 35 37 34 6 26 T 6-9' 22 23 25 27 22 1 T-10' .31 31 31 33 31 26,2' 35 35 35 36 35 T 29 8' 6-4' 23 .23 25 27 23 16-r 32 32 32 33 32 246 36 36 36 36 38 8' INT 9 6'4r 24 25 27 28 24 1S -T 32 32 32 32 32 23-i' 37 37 37 37 37' 9 25 10 51-0' 25 25 27 28 25 14-11' 33 33 33 33 33 211-10'37 37 37 37 37 10 28 11' S-6 25 26 28 29 25 . 14'3' 34 34 34 34 34 20-10'3e 38 38 38 38 11' 106 12 6-2-26 28 .26'28 2s26 194' 13-T 34 34 '34 34 34 29-0' 38 3838 38 17 27 13'4--1r 25 27 29 31 25 I3'-1' .35 35 35 35 35 19'-7 39 39 3939 39 13'40 17 9-1' 24 26 28 29 13 8'9' 0 IC 27 447 &-r96 2B 30 32 28 17-2'38 36136 36 36 i7'(r40.40 4040 40 15 LIVE PROris 1/I Li��YO[0 M[AO[C LOAD $. COILS. FOOTER SIZE Tom FREES1MONG ATTFOOTEIY(7h FTR COLom HEK3KTSrmler IT It Ir (>•+1 20 9 1V-2* 21 .23 25 26 19 9 9 10-6' .21 23 25 28 .19 1047' 19 19-0' 20 22 24 25 19 25 11' 9-6 21 23 25 26 20 26 17 9-1' 21 23 25 26 21 29 13 8'41' 22 24 26 27 20 31 1t INT 22' 24 26 27 21 1S 9-1' 23 25 27 28 21 1T 16 T-10' 1 23 25 27 28 24 8' it T -T 24 25 27 29 21 20 9' 11'-2' 25 26 28 30 No. IE27.3 E12 A, -v, 0 7 A 9 196 25 26 26 30 MAR 03 2,9OD 10, 1047' 23 25 27 28 11' 9.6 25 26 28 30 17 9-r 25 26 26 30 13 ar4r 26 27 29 31 14 6-5: 26 27 29 31 iS • 8'-1' 26 28 30 3< 16 T-ICr 26 28 30 32 1T 7-7' 1 27 29 31 33 90 MPH EXPOSURE 8 20 8' 11'-21 24 26 28 29' 9' 106 24 26 28 29 10 194' 23 25 27 .:8 11' 94r 24 26 28 2S 17 9-1' 24 26 28 29 13 8'9' 25 27 29 31 14' 96 25 27 29 31 16 8'-1' 26 28 30 i 32 j 16 T-10' 26 28 30 32 1 17' 7'-T 27 29131 33 90 MPH EXPOSURE -C 20 8' 11'-7 28 30 32 34 9 10.6 28 30 32 34 10' 19 -Cr 27 28 31 32 11' 96 28 30 32 34 12 9-1' 28 30 3234 13 8'3' 29 31. 33 35 14 SS' 29 31 33' 351 25 B 1947' 23 25 27 28 No. IE27.3 E12 A, -v, 0 7 A 9 9'-S' 23 25 27 28 MAR 03 2,9OD 19 8'-11' 23 25 27 28 11' T -S 25 26 28 30 17 8'-T 25 26 28 30 13' 7'-10' 26 27 29 31 Idr r4r 26 27 29 31 16 7'.0' 26128 30 332 ALL FOOTERS LISTED ARE CCNSTRAf TO USE MCWO"TRAINEC FOOTERS SEE TABLE ON SHEET 2 OF 8 1 I L31.1 a .l.i 2 ax 1140 ALL PRO DRIVE ELKHART. IN 46514 ICBG ES EVALUATION RCPORT FF -2621? htAV-Ep SPANS. COLUYM SPACr�G. rDD7ER sac AMO coLUNN rTFC r0P rREESTANDING AND A7TA- -- - I COWWEXIAL STRUCTURES sNEET 4 or a WE ?./8/20001 15 19 20 21 20 21 21 21 22 22 23 24 24 24 25 24 23 23 Qua ] eu , 23 2 F� Hgj�;��,, No. IE27.3 E12 A, -v, 0 7 A ),�,kZ � 19 19 lj r 19 J 20 20 MAR 03 2,9OD 20 _ i 1 A JUN 1.4 M Eil. ),�,kZ � Cr LLJ � 6q -3 -:5:1- w w JUN 1.4 M 3.0 TREEETANDING IUCD ATTLCHFD ComMF nAf FTi?INr-nmi=4z LOAD ' 161' 32 34 3738 2- VA TRIE LOAD Voor'.. PS%1 a' cL CVRPLIL- TT MIAD[i •' fTfaL c ot/ )c* VT K% c SU.M Tw YOUTH . YdOTH MAX com. FOOTER e¢F CCLLM+ mcri nttn ATT SFA�'SY FOOTU �T qs F(J6fTE Y rr 1T 1+ 1N' fif 603 CO -AS. FOOTER SUE YAA CLiIAl+ 5>'AON^ . I COIL FCVTEA WX COLL40-i ff�AC7.Yo CC+JS. rDDTER WE 1W FRn--. -A COLL"it FOC?f- Y IM SPAOfY WlUw IIE1C>iFD. V' tm 1f K x CC"& FOOTER Sg IV.R �l AT7 a Lw . V w; SPAC»� IAPt Y CT 1f vb 1C IF'T1 IST C1FiSF'JOtAr. S7F COLIAM FRETEETA-p► A - AL- -4G A r1ANODICf3:;n� 35 1-11, f" roOTE: 'O CQ UN:i FlaCifTS, '1f eT 1f 7ff t! . Y COLLW HE��Tb 4.7- 1T tF K 'r FOOTEi. Y lCC,lM.1.HE*HTE if L tF 161'. w f.rr. T.nrwveeeV �. 161' 32 34 3738 41 27 36 40 2E 24'-,i'34 3E 3E 3P 41 29 31: 33 S 20-1' 33 35 37 36 29 27-4': 33 35 38 40 31 3536 6 161'. 32 .34. 37 38 30. 20-4' 33. 35 37 35 32 27 T 17-0' 31 33 3E 37 31 6 16-10 32 34 37 38 32 30 Er 7S-11' 32 32 35 36 32 1TF8' 33 33 36 37 33 14'-1Q 9 iS4T 32 32 35 36 32. 16 7� 34 34 36 37 34 33 10 14'-T 33 33 35 36 ' 33 1S -B � 34 34. 35' 3e 34 34 11' 13-r 34 34 34 35 34 IV4r 35 35 35536 1 34 35 34 17 13-0'34 -V 34 34 35 34 14,' 335`'35 35 34 3:- 35' 27 13 17-r 35 35 35 35 35 13'-10' 35 35 35 36 35 35 6 14 17-0' 35 35 35 35 35 - 13'-4 36 36 36 29 36 36 2E 30 15 11'-7' I 3E 36, 38 36 36..17-1P 33 36 36 3C-,315] 8' 10-T 36 701 90 MPH EXPOSURE b / 70 MPH EXPOSURE C - .-k,, 30 4' 21'-1' 29 31 34 35 27 25'-4' 30 32 34 3E 29' 32 S 1E'-117 28 30. 32 34' 28 22'-10' 30 31 34 35 30 321 6 17-7- 29 29 31 33. 29 20-10' 31 31 33 35. 31 37 7 .15-11' 30 30, 30 32 30 19-4' 32' 32 32 34 32 2E 6 14'-10' 30 .30 30 32 30 16-1' 33 33' 33 34 33 38 9 14'47 31 31 31 31 31 ' 174r 33. 33 33 33 33 22 10 131' 32 32 32 32.132 31 16-2' 35' 3r 35 35 35 33 11' 12.8- 32 32 32 32 32. 1SS 35 35 35 35 35 27 17 17-7- 33 33 33 33 33 14'49' 35 35 35 35 35 33 13 11'-8- 33 33 33 33 33 i4'-7 36 3E 36 36 36 14' 14 11'3 34 34 34 34 34. 13'-8- 36 3E 36 36 36 90 MPH-EXPCGURE C - 30 4 21'-1' 33 X 37 391 28 24'-11. 34 36 39 Al 29 F 16-10• 32 34. 37 38 29 271' 33 3E 38 40 31 F 1T-7' 31 33 36 37 30 2171' 33 35 37 39 32 T 15-11. 30 32 35 36 30 16-10' 32 34 37 38 92 F 14'-117. 31 32, 35 36 31 1T -r 33 33 36 37 33 8 14--V 32 32 33 35 32 16-T 34 34 3E; 37 34 117 13-4' 33 33' 33' 35 33, 1S -V 34 34 35: 36 34 1T 17-F 33 33; 33 35 33 15'-0' 35 35 35' 35 35 17 17-i 34 31 34 35 34 141-4' 36 36 38 .38 36 13 11'4' 34 34 34 35 34 13-10' 3e 343 36 36 36 14 11'3 35135 35' '35 13-4- 36 36 36 36 3E 70 E 9C MPH EXPOSURE 'E / 70 MPH EXPOSURE t ,Q 4- 16-4' 28 3o 32 34: 2E 27.- 2£ 31 34.' 35 28 S 15,4' 27 29 31, 33 27 19-10' 28 30 32: 34 28 F 14-11-127 28 30 32. 27 18'-T 30 30 32 34 30 T 13-117.2 8 28 29: 31 28 16- 9' 30 30 31 33 30. 6 17-11' 29 29 26 31 29 1S-0' 31 31 31 32' 31. 9 17-7 30 30 36 31' .30 14 -1ST 31, 31 31 32 3i 10 11'-T W. 30 30 30' 30 14 -Ar 33 33 33 33 f33 H' 114T 30 30 30 30' 30 13.5 33 33 33 33 "33. 17 117-T 31' 31 31 31 31 17-10' 33 33 33 33 33 ' 40 4 161' 32 34 3738 41 27 27•.3 33 35 3E 40 2e S132 21 31: 33 3637 '29,31 Ze 19-10' 32 34 37 38 29 6 14-11'30 32 3536 27'.1' 28 16-2' 32 34 37 38 30 T 13-11729 31 3335 27 29 16.8' 31 33 36 37 31 6 17-11. 30131 -3335 37 30 15--8' 32 32 35 36 32 9 17-7 31 31 33135131 22 14'-1Q 32 32 35 3e 32 10 11'-T31 31 37 34 J1 14-0' 33 33 33 35 33 11' 11'4r31 31 32 34 31 13„r 34 34 34 35 34 1? 1v-7' 32132 31 134, 32 17-10 134 1 34 34 135 34 34 60 4'1S -V 30 32 35 36 25 163 32 34 37 38 27 5 13Z' 29 31 33 35 26 163 31 33 36 37 26 6 171 25 31' 33 35 27 14'-10'30 32 35 ,36 29 7 11=4' 2E 30 32 34 28 13-V 30 31 33 3S 30 8' 10-T 26 30 32 34 28 MIT31 31 31 33 35 31 9 1032S 29 31 32 29 17?' 33 33 35 33 1 d 9.6 30 30 31 321 30 11'-5' 33 33 33 34 33 70 MPH EXPOSURE C 30-7 3E 3E 41 1 43 31 25 4' S-0 23 25 27'26 21 17 23-T '29,31 36 34. 35 24 32-3- 32 34 3J 35 27 4' 27'.1' 35 37 40 42 33 S 5 8-t7 22 24 26 27 18 2C-10- 2E 31 33 35) 25 29-11' 31 33 36 37 28 5 24'-il- 34 3E 39 41 33 6 6 T-4' 22 24 26: 27 19 190• . 2E 30 37 34 26 27-10''30 35 32 35 37 30 6 23-1' 33 35 38 40 35 T T 6-ZT 22 24 26 27 19 17-7'27 31 2P 31 33 26' 25=9' 30 32 34 36' 30 T 21'-T35 36 35 37 39 35 E' 6 6�' 22 24 26 27 20 IF -F 27 29 31 33. 27 24'-1' 31 32 34 36 31 6 201' 36 36 37 35 36 9 9 • 6-0' 23 25 27 28 20 15.5 2E 2E 30 32 28. 27-0' 31 31 .34 35 31 9 19-4- 37 37 37 38 37 1V 1V S-8' 23 25 27 28 21 14--r 28 2E 30 32 28 21'-7- 32 32 33 35 32 10' 16-10' 37 37 37 37 37 11' 11'' F -r25 30 26 2E 3D 21 14'-0' 2E' 2E 29 31 2E 29-T 32 32 33 35 32. 11' 16-1' 38 38 3e 36 38 17 17 S-2' 25 2E 2E 30 22 133 2S 29 29 31 29 19:$ 33 33 33 34 33 17 171' 38 3E 3E 38 38 13 13' 4'-11' 26 27 29 31 21 17-11' 2S 29 29 31, 29 16-11' 33 33 33 34. 33 13 16.8'3F 14' 36 38 36 38. 1 141S, 14' 4'$ 25 27 29 31 22 17-5' 30 30 30 31 30 163 34 34 34 34 34 14' 16-7 W 3CI 319 391 - 10 IS 4-r 2E 2E 30 W .22 '17-T 30 30 30 30 30 17-7' 34 34 34 34 34 16 31'.9' 36 26-V 35 254 34 23-8' 35 27-1' 36 2O-117 3E 19-9' 37 16-1 V 37 16-1' 3E Ir -4' 39 1F-' W 30-T 32 2T1' 32 24' -lis -33� 231' 34 [21'-T 3e 20-1' 35 19-4' 36 IV -T 3E 1T-11' 37 30-T 3E 27-4' 35 24-1.1' 34 23-1' 35 21'-T 35 20{ 36 19-4' 37 16-8' 3E. 41 32,35 32 37 39 32 25 4' 9-0' 27 2E 31 32 21 17-11' 31 33 36 37 2E 263 35 37 40 42 30 4- 3?-7�Z 34 34 37 39 34 3E S 6.0• 25' 27 29 30 21 1647' ' 30 32 35 36 27 23.5 33 35 38 40 31 5 29-5' '35 35 36 37 35 S-- 6 7-4' 25. 27 29 30 23 14-7' 30 32 35 36, 28 211-r 33 35 37 39 32 6 27-?' 3E 36 36 37 36. 24 T 6-4' 26 27 2S: 30 23 13-C' '29 31 33 35 29 19-10' 33 34 37 38 33 .7 . 26-F 36 36 36 36 36 13' 14' E' 6-4' 25 27 29 30 24' 1748' 30 31 33 35 30 16-T 34 34 37: 36 34 6 24'-0' 37 37 37 37 37 40 9 6-0' 27 28 31 32 24 ll' -11' 30 30. 32 34 30 1T.3 '34 34 35 37 34 9_ 274' 38 38 38 38 : 38 13'-5 1V S- 8' 27 28 31 32 -24 11'1' 31 31 32 34 31 1F -T 3E 36 36 37 33 17 21'-8 3E 4$ 3E 3B 38,' 31 11' S-5' 28 30 32 34 25 . 10-0' 31 31 32' 34 31 1S-11735 16 T 35 35 36 '35 11' 2:7-739136 22 39 3S 39 39 31 17 5326 35 30 32 34 26 10-4' 32 32 32 34 32 . 1S. T,1 36 36 36 36 36 17 19-,V 393S 32 3S 39 39 \\ 13 S -l' 29 31 '33 35 27 9-11' 32 32' 33 95 ,32 37 37 37 37 37 13 19-1' 4040 14' 46' 40 '.4 0 33 1 141S, 4'-11- 4'-9' 29 3o 31 32 33 35' 35 3S 20- • 26 9-r 93 !?.1'' 33 33 .33 '33 35 36 '33� 33 14' 14' -El -13F 37 37 37 37 37 37 37 37 37 37 14 15 7-e 27 28 31 32 2. 31'.9' 36 26-V 35 254 34 23-8' 35 27-1' 36 2O-117 3E 19-9' 37 16-1 V 37 16-1' 3E Ir -4' 39 1F-' W 30-T 32 2T1' 32 24' -lis -33� 231' 34 [21'-T 3e 20-1' 35 19-4' 36 IV -T 3E 1T-11' 37 30-T 3E 27-4' 35 24-1.1' 34 23-1' 35 21'-T 35 20{ 36 19-4' 37 16-8' 3E. 41 43 32 3E 704`90 MPH EXPOSURE' 27-10 33 35 0 40 40 42 33 30 4' `8•-7 23 25 27. 28 20 36 41 34 34 5 7=47*, 22 23 25 27 r21 3E 40 35 16-7 6. 6-8' S 22 23 25 -27 21 3E 40 36 35 7 6-7' '22 73 25 27 22 37 39 38 24-r 6 S-- 2?' 23 25 27 22 37 38 37 32 9� X5=5' 23 29 .27 28. 23 37 34i 37.. 33 �117� S-2' 24 25 27 28 24 3E 38 38 • 14'3 �1' 4'-11' 24 28 28, :29 23 3G 99 34 38 17 4'S 24 26 28 29 24 32 30 ;39 3E 13' 14' 4'3 44' -2` 25 •27I 27129 29. 31. 31: �?S X25 35 35 38 31 35 37 32 34 36 33 34 35 34 34 35 34 3E 36 35 36 36 36 % 36136 Al 43' 31 40 4'2' 33 39. 41: 33 38 40 35 37 39 35 37 39 38' ;q.1 38 137 36 35 36 17-11' 3F 13813E 13S I 38 26-T 34 36 3E 41. 30 27-10 33 35 3e 40 31 20-10 33 35 37 39 32 19-4' 33 34 37 3E 33 16-1' 34 34 37 38 34 1T-0 13513513E 34 34 38 37 34 16-7 33 6 17-117' 37135 31 X27-0' 28 30 33 34 27 30-4' 31 33 36 36 31 4' 20.5' 29 3o 33 34 .29 26-T 32 33 35 37 32 5' 193 30. 30 32 33 30 '26-6' 33 33 36 37 33 6 17-117' 31; 31 31 33 31 26-7 35 35 35 30 35 7 764r 32, 32, 32 33 32 24-r 3; 36 36 36 38 9 15'-8' 32, 32 32. 32 32 .23-T 37 37 37 37 37 -.9 14'-,1' 33 33 33 33 33 21'-117 37 37137 22 31 37 10 14'3 34 34 34 34. 34 ?0-,0 38 315138 32 38 38 1l' 13-T 39 3a 34 34 34 ?0-0 38 3E 3E 38 38 17 13-11 35 35 31 35 34 19? 39 39 39 39 39 13' ,i2-r3b 27 3r 21 3s 3s ,6£ 40 40 40 40 40 ,4' 30 j 4' 8-2.123 V 25 27 28: 17-' X27-0' 25 31. 3-' 35 23 30-4' 32 34 36. 3E 264. 21 6 S T-4' 22 24 26 27 1E X 40-,6 29 31 33 35 25 26-T 31 33 36 37 28 S 9 6 F-8'22 28 24 26. Z7 . "18 19 28 30 32 34 28 26-V 30. 32 35 37 29 6 12' 7 6-7 22 24 26.27 24 1S 1T- T� 27 29 31 33 26 25-2' 30 32 34 36 30 T 4 6 5'-9' 22 24 26 27 19 , 16'.5' 37 29 31 33 27 24'-1' 31 32 34 36 31 F T 9 S-5 23 25' 27 26 20 1S -V 27 28 30 32 27 27-9" 31 31 34 35 31 9 117 10S-7 27 23 25 27 28 21 14F 27 2E 90 32 27 21'-7' 32 32 34 33 32 10 35 11' 4'-11' 25 76 28 30 20 14-0' 26 25 29 31, `28 217-7- 33 33 33 35 33 11' 13'-5 17 41.9' 25 26 28 30 21 1 i3--` 28 26 29 31 128 194' 33 33 33 34 33 17 .37 13 4$ 28 27 29 31 21 17.11- 2e 28 29 31 28+ 18-11 3i 34 34 34 34 IT 16 T 14 4'-4'' 26 27 29 31 22 17�' . 29 29 Z° 31 29 3' X15,- 35 3` 35 35135 32 14' W MF'M9 LAt'%- LMIt V ' 26 26+'1'1 . . 4' 6-7 27' 26. 31 32 21 5 T-4' 25 27 29 3D 21 6 V46-8'25 31 27 29 30 22 T 8'-T 25 27 29 30 23 6 S4r 25 27 29 30 23 9 3'-0' 77 28 31 32 24 10S -T 27 2e 31 32 24 11' 4'-11' 28 30 32 34 24 12' 4-0' 28 3032 34 34 24 13 41-r 29 131 33 35 25 14' 4-4' '129 35 31 33 35 26 4 T -T . 25 27 29 30 20 S F1' 25 27 29 30 20' 6 $-10' 23 25 27 28 21 T Ste' 25 27 29 30 22 6 6-7, 25 27 29 3D 23 9 4'-43' 27 28 31 32 22 117 4$ 27 28 31 32 23 17-11' 31 33 3E 37 26 26+'1'1 3:, 37 40 42 30 Iv47 30 32 35 36 27 23-8• 33 35 38 40 31 14-7- 30 32 35 36 28 21'44' 33 35 37 39 32 1346' -29 31 33 36 29 19-10' 33 3i -37 38 33 1748' . 30 31 33 35 30 16-T 34 34 37, 38 34 11'-11' . 30 30 32 34 30 174r 34 34 36 37 34 ll' -4' 31 31 32 34 31 16-7' 35 35 36 37 ,35 1049' 31 31.32 26 34 31 1S-10• 35135 16 35 36 '3510-4' 30 32 32 3234 C 32 1S? 3636 27 36 36 38 8-11' 32 32 32 32 32 ldr4r 3737 22- 37 37 37 9'-T' 35 33 33 33 33 14'-0'3737 F3 28 37 37 37 17-11' 31 33 36 37 26 263 35 37 40 42, 30. 164)' 30 32 35 36 27 2345 33 35 3840 33 31 14'-T 30 32 35 36 28 21* -r 33 35 37 39 32 13'-5 29 31 33 35 29 19-10'32 10 34 37 38 33 17-8' 30 31 33 35 30 16-T 34 34 .37 38 34 11'-11' 30 30 32 34 30 . 17'-6 34 34 36 37 34 11'1' 31 31 32134 6-1Q 31 16 T 35 35 36 37 35_ LNE PRG a 1/9, INT%uorD F-CA"o MAX CONS. FOCJTG SaF Com JEC. FOR ALL COL u.MNS SEE T10H COLIAMFair ATT DETAIL'z'and 'kr FTA ATTACHED E S?ACT7GV COY►NPWI 51AUCTUR S 9 F BCiiEE Y ry G 4' SOUARE tie L COLUMN iS to co MPH EX UR 5 25 8 10-0' .23 25 .27' 28 21 9 9•S' ' .23 25 27 28 .22 10 6-11' 23 25 27 26 .22 ,1' 64i 24 26, 28 29 22 17 6-7 24. 26 28 29 .23 13' 7-10• -25 27 29 31 '23 14' . 74' 25' 27' 29. 31 23 1S 73 26 26 30 32 23 16 T-0 26 28 30 32 Z3 90 MPH EXPOSURE C 256 10-0- 27 28 31 32 21 9 9-S 27 28 31 32 22- 117 '6-11' 27 28 31 32 22 11' F3 28 30 32 34 -23 17 6-7 28 30 32 34 24 13' 7-117 29' 31 33 35 -23- 14' 1 7-5 1291 31,1- 33 35. 24' 70 MPH EXPOSURE -6- -8 -W-T 20 22 2A 25 21 4 S=T 20 -22 24 25 21 10 v-2' 20 22 24 25 22 11' 7-' 21 23 25 26 22 17 T-0' 21 23 25 26 23 13' 7-7 22 24 26 27 23 14' 6-1Q 22 24. 26 27 23 15' 6-T 23 25 27 28 23 90 MPH EXP0.SURE C 30 6 9-2'- 27 28 31 32 21. 9 6 T 27 '28 31 32 21 ,17 6-2' 27 28 31 32 22 11' 7-9' V. 30 W 34 Tl 17 7-S 2e 30 32 34 ?3 13' 7-2' 29 31 33 35 v 14' 1 6-1Q 29 31 33 35 Z± 16 F -T 30 37 35 3E 23 40' 6 7-11' 25. 27 29 30 20 9 7-e 27 28 31 32 2. 10 T-1' 27 28 31 32 21 11'6-S' 28 30 32 34 21 1 T S.S' 26 30 32 34 22 13 6-T 29131 1 33 35 22 tai, r' 6-11' ZS 27 29 30 1S I 6 6-5 '25 27 129 30 20 9 6-1' 27 28131 32 20 10 8:13 27 28 1311 W 1 20 APR 18 2003 1 NDLC a-. 171 1zl733J�i��1i111� MAXII k N OCL LPAS HBC -HT - COL COl1A.fi DE 6MGl£ FREEST {Lk HART• IN .16514 FOR ALL COL u.MNS SEE SPAN : OR MULTISPAN NUDIA SPANS, cotLwx SPACING. FOR DETAIL'z'and 'kr ATi%HE' ATTACHED E 9- CLOYBt Zi :TEEL COL, COY►NPWI 51AUCTUR S 9 F 31soUARE BTEEL COLLN&I led 11'41 G 4' SOUARE tie L COLUMN 18-0' N T SOl1ARE STEEL COLUMN 184 184r J F SUYJtE -TM COLUMN 1 NDLC a-. 171 1zl733J�i��1i111� 14' )fes 114 PRT 4' $ {Lk HART• IN .16514 6" ICBG [S EVIIU►TOM RI PORI iR-267tP� 7. NUDIA SPANS, cotLwx SPACING. FOR FN DOTEA S+IE AND COLUW TYK 6 TAEE5IAND1MG AMC ATIACHED COY►NPWI 51AUCTUR S 9 `sNEn � a e o.tE: 2ie/2000 JUN 14 2005 4.0' FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES MA.�Cir.1LPi C�'7LUF�lV SPACRIG � M _RE�1 C e=AM UNE TRS M4704]N COUA.f4 SPACING ne STEi3 C BEW Lt*' i iRZi LOAD VYIOTH FOR ATTACHED LAWICE ON SLAB LOM1 'M011i FREE MAX WNS. FOOTW f. S ZE MAX =ON& FC)OT*43 [FREE1 ATI ACa+.EO FRE - ATTACHED F'Di FiR IAPN 4AQER MUST BE ABLE TO VAN COLU.4N � :FALTER ML LzT BE AB -£ i0 SPAN COLUAoa SPAGR4G SPACJNG Frit -TR MN. WACRiO US NG COLUMN *A* j ALL 0Tlf33 SPAC,NG FTR FTR MIN USVx. CYXUWN'R ALL SPACrNG FTR FTR WjMk*JM a. 40 CaIIJIIIS AT 7 '4• 1. iYPE QTItF3tS 10 4 11--2' 26 17 A 1T-!' 29' 1 20' A 1S4' 25 19 A 'C' V COLUMN MAX LENGTH OF COLUMN mAX LENGTH a CCL'JIatN t A'Sfi ab . ON SLAB 5*4' 22 14 TYPE ffT ON•S:.Ab 18 A 11'4- TYPE 10d tOd . R-0• 1Pd 10-0' tT-0'. 70 MOM 10 OR LESS 90 NPM . 1 r CR LESS 10 i 2T-1' 274r 23•-r 264' 1 A td -r 26 10' 'IT 514Y S -T f4T 6-2' IZ-r ..29 29 C Is S 16-10 tr-r 2Q-' 21"4' T' IF 4-4r 4'41' Sd 5.10' 11'-1Y 29. 29 c r 14-1' 148 174 17-C V-7' 23 1T A r-1' 1q 21 !t 5'ds 94' t.r-r 1 30 30 C f it -r 17-r 14-r IF -W ' 2i-4* 27 22' C 29, 44' 9-1' SJ' 1114r 30 30 C 21 r r 10-r 9d' 1 rd 9•a' 174r 111- 17-r 1 r -r 2S.r 244- 26 28 . 22 23 C c 15 21, zr 10-4' 26 4-10- !4 S-0' 4.9• 1 rdT 174r 31 30 ' 31 30 c c 20 ! 11'•1' 111a 1141- 13'41' 9'-r 25 18 C 10 r -r r-tff 10'4' tv-r r34r 211 23 C r$ 1Y r -r V -T r-• r4 211-11' 25 23 c S r-10' 93' 1a4' 1.r4r 16 C r 17 131 T-0 r4r r-4- r4' rd T-10' r -r r-1' 2r4r 204• 25 25 24 25 C C. 19 r r r-4' r-4- T4• r -r r-11' 74 V_r r-10- 19-1' 30 25 C 14 1s 1r 1T 1r it 217 2r 22' r4r T_r s4' S4r 44-r rte• 51-10' 5`8 S4r 0-11' 44• r -r r-10' 641•' r4r 94• Sir 4-0' 4-1r !4I'' 74• Td r -r r -r S -10r s-6' S3 s-0- f4lr 19a- 1e• -r 1,r -r 17-r 1T•1' lydr 1r4' lF_IT IT4L' 25 25 26 25 .26. 28 27 28 27 26 25 26 25 26 26 27 2e 27 C C C c C.• C C C C f 9 17 it tr 131 14 1S 1S 1T tr 19 3 20 L 21' 2r 5'4r 1-11- T_r S•2' !•r r4' S -1r S{ t-1ff 4r4r c-icr B-1' S4' S4 !-r } it-tff tO-10' 15-17' '7S3 14-7' 144T t314' 13 17-7- 173 I Vl I' it -T' 11'4' 1,4 1 29 29 2b '•28 28 26 23. '29-- 30 30 30 30 30 30 I ' 25 26 26 27 25 2a 28 29 30 30 29 30 30 30 c D D D D D D D D E E r a E .90 MPH 10 OR LESS 10 I I f ! S c T r 9 17 11' X 2) i 13 i 1! 1S If iT '. 13 19 20 2r' 27 21'-1' WAW 14-1' 1r-1' 10- T 9-4' f4- r -r Tor r -r V4r S -T 51-7SE S!dT 4' 274r 17-r 1448' 17-r 11•-0r 94r or -10' r -0r r-4- • S4ir 6.4' s.-10' S-7 f-ir 4 4'' 2S-7- 27S' 1r -c, 1l -r 174' Jr -r 10'3 9-P r-6' T-iff r-4' 8'-10' 6a' c4r, 4T- S•S 5'-r 4-tOr 414r 263. ' 21^dr ir4r ' 1Sdr 13r - 1r4' 10•-8' 94- fdr : r-1' r4' T3 r -r r4' 5' -IT 64 5-T, .S-0' 4-r '2r -Z' 20'-9' it -r 1r r 1T4r oe•11' 163- 1s-0' iF-r 14'-0- 14'3 17.10' Wr 13•-r, tr4r 12r 29 2A 28 25 27 ^2i . 17 27 . 27 28 28 28 28 29 29 25 24 24 2s 26. 25 26 27 27 27 .28 28 28 28 29 29 29 C c C c C C c c C C C c C' c 25 4' S 3 r 6 s 1Q 11' . iT' 13 14 IS! 16 1T tr 8•-11' TS' 5'-11' S-1' Tr T -o 9.31 S-4' !-a' 10-10• 68 T4' 6-r 1 So 1 4•-10- I ' 11'-1' r -N' 74' V-4' 5--r 4'-11- t9-1- 1T-Icr 16-10' ig-11' 1S3' i -r-71 1!411 131-6' 13.0' 17-T t7 -r 11'-17' 30 29 29 28 6 2a 28 26 29 30 30 30 25 25 26 ii 27 D n. 28 29 30 30 29 G c D 0 D .0 D £ E 70 Wt", 17 OR L_� 25 10 I I11' j ! 0 6 T S 9 I 10' 17 13 1f is 1r 1T 1r 19 2C 2r 27 21'•i. 16-1P 14-1' 17-1' 10-r Y•r r.6'. r4r T4T W_r r4 S -r 9-T 94r sr 274r rr-r t!4' 17-r 11'-0' 94• 1r-1? 64' 714' 647' r1' s-19- F -C T_r C.Ir i4r 2S-7' .20-5 173 i4. -r 173 11.4 1r r r-4' 6.8" r-10' T4' fc=1LQ' a'S... B4'. 94T- SS S -r c -Ir 4*4r 263 21-3 174 154' 13-r 71'4' 174 94' rA• C-11 .74r Za .6-r W-7 S-117' S•4' 44' S4' f4- ZY-r 27.1- 2q-10' 1914r 1r -Ur trdr Ir 4' 1r4c te•r is -r' 1s -r 14-r 14-4' 15.11' 1r -r 134' 27 27 27 28 26 25 .26 26 Zt .27' 27 28 28 27 2e. 28 1 23 24 24 24 25 25 228 26 Zt 2T 27' 26 28 27 2e 2e C C c c - C C C c c G c c G C -C C 30 4 S 6 T 6 9' 10 11' 17 13 14 is 16 7-6' 6-C- S-0' T-10' .1 F__ S-3' !41' a-1' ' r3' 57-11 T_r fd:- 4 ii 3'-'C. T_r V -2- S-4' 4'4' Ir -Y 17.6 W-10' 163 154- 15-3'26 11-1C ic-c 1S3 e` 30 29 29 29 26 29 29 3o 25 2S 28 27 27 28 29 29 30 D D E E ' E E E E E - 40 �. r S 6 T a 17 1r 17 13l is I 5'-a' '4'4 , s-tr C_r. 6-1C 51•6' !-r L T -a7 514• 4*4r f 1r -r is-ic ;K_r 74.3' 17-10' 138 15-2' 29. 2e ' 28 2a 27 28 20 24 2s 90 2S 27 27 29 . 26 E £ E E k E IOM OR LE 10 4 S r r a r 21'-1' fC-10' 14'-1' _ 17.1' it -r r -C 274' 1T -r. 143 17-r 114r Sri' 2S -T W4r2t"-0' ir4 14-r tri' /r-6 2W -r ir4r 1S4' 13*•r 11-4e- 19-1' tr-10' 15.10' 30 29 . 29 25 25 ' 26 c c c 90 f 4 S 3.1D ,-0' 4-r ;-► i -`4r 22 14 A 10' 1r 17 13' K 1s IF j rs r4r r4r r -r 940" s r 54• W -1P 1'401 T -C 8r_r 9- C f4a, S4r 17-r r-4• F -W Mal r -C 947 rd 194r 94' rA' r -r 74r ra r•r 19-11- 1S4' S4 -r . 14'dr 134E 1318 1r --r 28 28 28 28 2e 29' 25' 27 : 26 28 n 20 29 c C c C c C c r T s 9 10 ' 1r 17 f I T -,C 14'4' 17-10' 13-P 17.1P 17-61 i7 -r 1 28 27 27 27 27 27 1 23 23 24 25 �° 26 £ E E £ _ it 0.1 ! L� TR>e 0.000' a r x a' BOX BEAM �'�l2 i 3'x S BOX BEAM DCUBL E 0.037 x ?'r r MAX. C"� FCOT14G SKU MAX CGNS. � S� w CO.•/5. FOM%IG SaE LOAD l VAD.TH FREE Ar.AC1-EO .REF ArAC7-ED 20 0.042 COLL94N COLLRAN %REE ATTACHED LW F'Di FiR IAPN FTR FTA MIN. 19-t0' r-01' SPAGR4G SPACJNG Frit -TR MN. WACRiO T -T 30 0-042 • . iT- r _e amu" 30 '� 'S COLuw -a' 'd' COLUMN psnF'1 IS -r a. 40 MN1 TYPE AT TYPE Ann 1. iYPE 90 hpH WRADSP�_ED 12' OR LESS 10 4 11--2' 26 17 A 1T-!' 29' 1 20' A 1S4' 25 19 A S 6-11• 25 18 A 1!•31' 28 21 A 14•11" 28 21 A S Tdi' 23 - 17 A it' -11' 26 20 A 17-11' 27 21 A T r-4 23 M A' 10-r 26 21 A 17-r 27 22 A T_r 23 17 A 6-11' 25 21 A 11'-C 25 22 A` r 4'-11' -..75 16 A T-11' 25 20 A tOd 26 23 A' 10 !4' 25 ' is A .7-21 2S 21 A 10.2' 26 24 A• 20 4 5*4' 22 14 A 9-71 25 18 A 11'4- 26 17 A- s 4-r 22 15 A r -r 23 1a A td -r 26 1#' A' 6 5-1• 23 Is A 94' 25 19 C T' S3 23 17 A r4Y 25 20 C 8 V-7' 23 1T A r-1' 25 21 C 9 T4' 23 20 C 10 r4• 22 1 21 c 25 If T-21 I 23 15 A 10-4' 26 17 A' S. 5-11' 22 is A 9'-r 25 18 C 6 4--i t' 22 16 A r$ 25 19 C 7• r-? 23 16 C r T3 23 19 c 9 _ r-10' 23 20 C 1l7 64 23 21 C 30 -r 23 i5 I A 9S' 25 18 C S 4'-11' 22 15 A 25 18 c r Z4' 23 17 G 23 tE c 23 19 C 40 ! -`4r 22 14 A e'4' 25 16 C S f } T -,C 23 IS C 8 ! , S-: 23 17 C 50 t 3-1" 22 1; A 9.2' 23 TS C 5. !. T_r 22 15 - TASL.E 42 C1F,5RSPANS FOR'3 X a RAFTH: r LIVE PANEL. 2r0 G 7090 OVER LAAO.- 'r /rpsnT - 'IAN HANG 1DOm.23'd 0.024 , /O= 13=r f 18•-1' 11'4' 20 0.042 27-2' 13'-r 20 OA98. I4f-w r -T 2S OJM2 19-t0' r-01' 25 0.036 :11'dr T -T 30 0-042 • . iT- r E'-1 r I 30 '0.036. Ver 6-11' 40 0.042 IS -r a. 40 0.036 .0.042 T-4 f dr 1. ii -.r T-0' 80 0.036 4'-11' 1 4'-11' 1 a.a42 1 r-10- I S41' L CLEATiSPANS FOF 7 X a RAM -ER LIVE PANEL 2c O.C. " .70+770 OVER LOAD T /rpsnT - MPH I HAW.- ANG10 IQ f 0.024 , /O= 13=r f 18•-1' 90' 20 - OA24' 3.10- •- FLUIM COLUMN ALUM O.O6r 124r OM2 13'-2' U -r 2S 0=4 6-17 !4' C SQUARE'SIM COLLMtt4 0.032 1147 5,40- 30 0.024' 71-V 3'-10- 0.032 103 S-4' 40 O.C24 F-10' 7-11' 0.032 9-4' 44' 0.024• WA WA 0.032 T4 3 -la' TAOLZ 43 :OR 10 PSF DOjaU RAFTERS DYAY BE USED 4r O.C. COL - coLukM ScHEWLE FOR ATTACI4ED LATTICE' PATIO STRUCTURES MAX COLUIAN FAST A 0.02r r 3' SQUARE ALUM COLUMN 1 rS B 0.037 r T 1? SQUARE ALUM 11' MAX COLUMN LENGTH . ' SCRDLL COLUMN 6A' ' B 0.027 AN x r SOUARE ALLCOLUMN 1 r_c c clow it r cLOV92LEAF OOLUMN 17-7 -D -- FLUIM COLUMN ALUM O.O6r 124r E r0.0YERLEAFSTIStLMOW 12-M F r SQUARE STEEL COLUBM 174r 6 C SQUARE'SIM COLLMtt4 1:4 H r SQUARE STEi1 COLUMN 174T �\ No. 10273 ) Erp. 6.30.0 7 I A' = a' MACXh" 01-1-4l 4 LEND l"M �\ A� IIT WAXAILT.iI CCLL1+0i LENGTH \ L MAR U 3 z �' .. ' Fe (C. =r r fid ' -6070 L RE,ES'TANCMNG ,\•�� �� I- r v. _.�G ••' % •-..rte' - , � � -",• , • . E•� •' .i COLIHAN SCNEDuLF FOR F STRUCIIFRES AND INTERMEDIATE coLUAas FOR MVLTZPAN 47RUCTURES COLVIW ' N NOTES `- .r MAX COLUMN LENGTH F 11' MAX COLUMN LENGTH G 171NAX COLUMN LENGTi4 ' N 17 -MAX COLL40i LENGTH OL ALL CUW4 MAY BE REPLACED VA TH A SRCel3E7L COL I •i 9 r - 'A• MAY BE REPLACED VWIW l�L � No. 15273 'B' MAY BE REPLACED %W C-1. ETC lip. 6.30. O LINEAR tNF�POLATiON FOR ALL CALCULATIONS IS ALL APR 18 2003 1 t40 ALL PRO DRIVE ELKHART. IH 46514 7COD CS rVALWi10M REPOR1 ER -262 IP KEADEA SPANS• COLUMN SPACLH02 r001ER Sat AND COLUMN TYPE FORTA rRCESNaN, AN0'ATTACH10 uTTK[ Palm 7PUCTURES �HCET 6 Or a aATE. 2,'6/20001 P wv4X OVER HANG 4'-11' 4'•6' 5=10" 1-11r 'ANS MAX OVER HANG S$ 9-11' T-7' U -1a'1 T-0" 4'-11" ss ME - IR NEEDS. FOR CONCRETE PA710 SLABS . FOLLOW 1.4 ABOVE - FIND THE MAxjMUM COLUMN SPACING ON SLAB FROM THE DESRED COLWH HEIGHT 6 CHOOSE A Hf36DEA FRW TABLE 4.1 OR 41 THAT CAN SPIN THAT DISTANCE FOR 7MA7 TFM W;D'THANGLNf AM WINDLWD 7 FIND THE APPROPRIATE DETAILS Im THE'CONHECTION DETAILS' SHEETS. i RIBUfARY WIDTHS Fn FOR SINGLESPAN ATTACH STRUCTURES FOR A GIVEN PROJECTION AND OVERKAM (ROUNDED LFj PROD. FAFTER CVERH4NG (FT) l S 3' 4' 4' 4', f4"J 5 5 T 4' 4' 4, fS' S 5' S 6 4' 11' S S s T T T T 17 S T T T T 8 8' 13' T T T 8' 6 8 8' 1+C T 8 8 8 8 9 9 1S g 8 B 9 9 9 9 16 -8 a 9 9 4 10 1a 17 9. 9 9 ,a ,a 1a 1a 18' 9 1a 1a 1a 1a 11' 11' 19 1a 1a -1a 11' 11' 11' ?a 1a 11' 11' 11' 11' 17 12' 21' 11' 11' 11' 17 ' 12! 17 17 27 11' 17 1Z 17. 17 13• 13 23' 17 17 17 13' IT 13 13 24' 17 17 13 13' 13' 14' 1d 25 IT 13 13 14' 14' 14' 1A' 26 13' . 14' 14' 14' 14' 15 1S 2T 14' 14' 14' 1S 16 15, is 28' 14' 15 15' 15 1S 16 16 29' IS' 15 15' 16 16 16 16 3a 15- 16 16 15 15 17' 17' -31' 16 16 16 1T 17 17 1T 32' 16 177 17 1T 1T IV 16' 33' 1T 1T 1T 18' IV i8' 18' 34' 1T 18 19 19 18' IV 19 35 IV 18 18' 19 19 19 19' �3E 18 15 19 19' 19' . 29 2a 38. 19 X19' 19 2a 19 2a 20r 2a 2a 2a 2a 21' 2a 21' jr ' 2a 2a 20' 21' 211 21' i 40' 2Q� 21' 21' 21' 2 V 27 1 22' 41' 21' X21' 21' 22' 22' 27 i 22' ! 47 21' 27' , 27 �' 27 23 23' t 14 PRO DRIV� ELKHARTIAN 46514 1000 ES CVAIUATION RtPORT LR -2621P w-&m:p SPANS. Mull 1 SPACING. FOUTCp So[ ANI) CULL— TYPE rOR FSIISIANDIN6 AND ATS HCO s Comm n s"Irl 7 of a DATE: 2/8/700D ESS 16273 E,;.6.30 - APER, 18 2003 )N 1.9 2005 6-13 CCI IIMN ANr2 FA_4TFNFR RF0llIRFMFNT9 FOR COAI.MFRCIA! ANG PATIO STRLJCTrrRFS Drown pec`Tg multfplled by Trb Width COLUMN OESCRlF IONS DE-TAti MAX COL HGHT Al 0.024x 3' SQUARE ALUM COLUMN F 117-6' urM_ Attached Sttrcbs" 0.024' x 3' SQUARE ALUM COLUMN F Lattice Soild Cove Tftftry Tebuthry 9 -0 - Steel Gage (in) Live Load ( BOLT BOLT Area(ag A) Area so R 14 20 26 30 40 le 23 10 Al Al Al Al A2 C 31 20 Al Al Al A2 C C 37 24 Al At A2 B C C 44 29 Al A2 8 C C D rid 36 Al B C C C D /2 46 Ai C C C C E ti 46 At C C C D E 77 60 Al C C C 0 E .26 66 A2 C C C 0 E 92 60 A2 C C D E E 106 ss A2 C C D _E E 106 Et 8 C D D E E IQ$ 70 C C D D E E 116 76 C C D E E E. 123 tie C C D E E E. 13l 90 C V E E E E 164 100 C 0 E E E F 186 i20 C E E c E F 215 140 C E E E E F 244 180 D E E E F G 277 US D E E E F G 300 200 D E E F F G 330 224 E E E F F G 3" 268 E E. F F G G 492 320 E F F G G G 416 400 E F G G G H 012 464 E G G G G H 76i 500 E G G G G H M ew F G G G H H COLUMN TYPE COLUMN OESCRlF IONS DE-TAti MAX COL HGHT Al 0.024x 3' SQUARE ALUM COLUMN F 117-6' A2 0.024' x 3' SQUARE ALUM COLUMN F 6-0' 8 0.032' x 1 1? SQUARE ALUM F_.N 9 -0 - Steel Gage (in) SCROLL COLUMN BOLT BOLT e T x 3' SQUARE ALUM COLUMN F 11':4' C 7 CLOVERLEAF ALUM. 0.047 K 17-0' D FLUTED COLUMN ALUM 0.062' U 12'1T E 3' CLO�IERLEAF STEEL O.Der ) K V -T F SQUARE STEEL COLUMN X - 16-a G SQUARE STEEL COLUMN X 1$47 H SQUARE STEEL COLUMN X 18'-0' J 6. SQUARE STEEL COLUMN x 15.0 Iam 62 Fastener Termkwk gy R14 WS - 014 sheet meal or Tek ecreve,.3/4' n i*m n1 Iens4h 5116' 8 = 5116' DWmewr Bob See General Nates Im specifics on tasteress Cieerspan on the chart a the distance from the VM 11D00 IOM row Of cAMM. 9W Kv* Boit 11.1/4 a'rom" and 7 embedment ICB0 ER -4527 or other anchor wf 5" shear vs wind and aeianrde kraft. Mmm" anchors mist hale a e;hM vakre of 2501 for wind of eeien* lows. 1!4 Lap e=v** must hm 2 IW d pwwbradm W studs. Thal tag screws naret hwre'sn 1k' lead hole. - 10 pef endtetef at -90 mph wind.k)ed (15 pd). Al Other beds eraimW at 90 mdl :ire C. — of Fasteners for Tension Loads nh 4 Tabiek? R rya Ntxnber of Faswwz for Sr Lards R 1 8 2014 5/16' 014 V1 6' VII 014 AWrnnirn Mert.-W Gage (in) footer 1 Spacing between bolts and screws Steel Gage (in) SMS BOLT BOLT 0.024 0.0'14 0.032 0.036 0.040 0.040 6080 0.060 0.048 0.048 d (III) d'RTnefer t 014 B 5/16' C SM 6- t14 114 5/16' 014 H VII' I /14 J. S16' 1 Footer Design Sat Upkt SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT 2 d (in) (Ibs) 1C 3u512 15 22:: .24. SC283 1 W 2" 1300 , 16 12 75 i 1 1 1 1 1 1 1. i 1 1 13 98 1 1 1 1 1 1 1 1 1 1 1 14 119 1 1 1 1 1 1 1 1 1 1 403 15 147. -1 1 1 1 1 1 1 1 1 .1 1 16 178 2 1 1 1 1 1. 1 1 1 1 17 214 '2 1 1 1 1 1 1 1 1 1 5 16 254 2 1 1 2 2 5 1 713 25 3 8 19 244 3 1 1 2 2 1 .. 2 1 2 1 28 20 348 3 1 1 2 2 1 2 1 2 1 2 21 4133 3 2 1 2 2 2 2 1 2 1 4 22 483 4 2 i 3 2 1 2 1 2 1 ' 1564 23 529 4 2 2 3 .3 1 2 a 2 1 24 612 5 2 2 3 3 1 3 1 3 1 25 680 5 2 2 4 3 2 3 1 3 1 me SLeb 750 6 2 2 4 4 2 3 1 3 1 26 765 6 2 2 4 4 2 3 1 3 1 2i 856 6 3 2 4 4 2 3 1 3 1 2B 966 7 3 2 '5 4 2 4 2 4 1 29 1061 8 3 3 5 5 2 11 2 4 1 3D 1175 B 4 3 6 5 2 5 2 5 1' 31 1296 9 4 3 6 6 3 5 2 5 1 32. 1426 nta 4 3 7 5 3 5 2 5 2 33 .1564 rya 5 4 S .7 3 8 2 6 2 .34 .1710 rye. 5 41 8 7 3 6 2 6 2 35 1886 nia 5 4 9 6 3 7 2 7 2 36 2030 rya 6 4 Na 9 4 7 3 7 2 37 2204 trta 6 5 rya 9 4 8 3 6- 2 38 23M N. 7 5 rye Ne 4 9"; 3 9 2 39 2581 Wa 7 6 rya Na 5 9 3 9 2 40 2785 nh 8 6 nta rlta 5 Ma 3 Ti/a 3 41 2999 nta 8 6 nta Ma 5 rya 4 nfa 3 42 3214 rva 9 7 rya rya 6 n/a 4 nfa 3 43 3459 rve nfa 7 rya rya 6 nta 4 rya 3 44 3706 No Na 8 Na Na 6 n/a 4 rya 3 45 39M nta nh B rya n/a .7 rv'a 5 rya 3 46 4235 nta nfa 9 rYa Na 7 rya 5 nta 4 4< 4516 rya rya 9 rya n/a 8 rVa 5 nta 4 48 4512 rya rya rya rye nfa 8 n/a 6 Na 4, 49 5118 nh rya nia not Ne 8 Na 6 rya 4 5D 5439 I rya .Na rya rya Na .9. Na 6 rife 4 Fastener Termkwk gy R14 WS - 014 sheet meal or Tek ecreve,.3/4' n i*m n1 Iens4h 5116' 8 = 5116' DWmewr Bob See General Nates Im specifics on tasteress Cieerspan on the chart a the distance from the VM 11D00 IOM row Of cAMM. 9W Kv* Boit 11.1/4 a'rom" and 7 embedment ICB0 ER -4527 or other anchor wf 5" shear vs wind and aeianrde kraft. Mmm" anchors mist hale a e;hM vakre of 2501 for wind of eeien* lows. 1!4 Lap e=v** must hm 2 IW d pwwbradm W studs. Thal tag screws naret hwre'sn 1k' lead hole. - 10 pef endtetef at -90 mph wind.k)ed (15 pd). Al Other beds eraimW at 90 mdl :ire C. — of Fasteners for Tension Loads 7 nh 4 3 rya 2581 39 . R 1 8 2014 5/16' 014 V1 6' VII 014 Design footer 1 Spacing between bolts and screws BOLT SMS BOLT BOLT SMS Uphft Size shad be 2.5 times the shank. A26 715 708 1Cie fad (48). d (III) d'RTnefer t 1 t 1 1 75 12 2 The edgedistance of Wits and I* 1 f 1 1 96 13 screw's chaff be 3 times the 1 2 1 1 1 119 14 shank da peter . 1 2 1 1 1 147 15 3 Cm*cbDns shat be aaw%�ed so that the i 2 1 1 f 178 16 center o1 miisizrice ;ot the oonneCBM Gaal 1 .2 1 2 214 .17 coincide with the resi3ard dm of ecbm 1 3 1 1 2 254 18 of the toad. 1 3• 1 1 2 298 19 (V �� 1 4 1 .. 1 2 349 20 1 4 1 3 403 21 . 2 5 1 1 3 483 22 2 5 1 1 3 S29 23 2 £ 1 1 4 am 24 .2. 6 1 1 4 0430 25 2 7 2 1 5 750 Slab 2 1 2 1 5 1 713 25 3 8 2 1 5 856 27 3 9 2 1 5 S55 28 3 rTr 2 2 6 1061 29 3 rya 2 2 7 1175 30 TESS Qty 4 rYa 2 2 7 1296 31 ��IR 1 , }(,� 4 nfa 3 2 8 14W 32 4 nia 3 2 9 ' 1564 33 5 5 Na nfa 3 3 2 2 nta Ns 1710 1866 34 35 1V. NG. 1ti[ E■o. c]� 5 nta 3 2 rya 2030 36 6 N2 4 3 rya 2234 37 6 ria 4 3 me 2368 36 -It QF 'r\x 7 nh 4 3 rya 2581 39 . R 1 8 2014 01C 01C .: O!C . CLEAR- # OF U4 LIVE SPACING SPACING 7 Ma 4 3 Na 27e5 40 (FT) a- rya 5 3 Na 2959 41 8 ria 5 4 rya 3224 42 16• 9 N3 5 4 rya 3459 43 032099 '�� 9 n/06 4 rya 3706 44 c� y:�\ rti121 W3 6 4 nfa 3913 45 C7 �� nta rya nta nfa 6 7 5 5 nla rya 4235 4518. 46 47 (va ± Q �'. Na Na 7 5 . rva 4812 48 ' �' rim rva 8 5 rya 5119. 49 Jl ntt nta a 6 rya 543; SJ (V �� TABLE 65: WALL ATTACHMENTS. FOR PATIO AND COM: STRUCTURES ANC 1 ANC 2 ANC 3 ANC 4 01C 01C .: O!C . CLEAR- # OF U4 LIVE SPACING SPACING SPACING SPAN LAG SCREWS LOAD CONCRETE MASONRY.'FOR .010x2"' (FT) PER STUD (PSF) ANCHORS ANCHORS SMS SCREWS 16' OIC _SPACING 10 ) 24' 24 16• 22' 1 / 213 24 tri 17 2 25 2,C 15' Ir. 11' 1 16' 2 30 24' _ 1.4 &T 1Q 1 . 14 2 413 1 .24 17 8' 13 2 9] 14; 10- L I 11' 2 O�-AMerkaax C �ODilCtB, AiG 1140 ALL PRO DRIVE ELKHART.IN 46514 Y'90 ES "ALUAT*N RCPORt CR -2521? COLUMM AHS rAMNCR TABLES SHEET a Or a DATE: 2/e/20Ooi 16273 .JUN - 1 4 2905 2 R= 0.2' -9-40.959 0.92' --' 125' i R= 0.15' .167' 167' Typ 6' FIAT PAN Q�6 STR-UCTURAL--PANEL 13006 -H3 -9 -1 -ALUM. ALLOY (DE 1 0.060' R= 0.08' F.0.10' R=.125 R= .25' . R= .15' 0' - R= 0.22' b76� .516' s. 1 .70. TYP. 0° I.a 0-35 OLlitlDE .5.. '� J INSIDE 030 450' .216' 1YP. I � -1.9D3 .450' -- 2.16,. Ij 187' , j� 2.454' _F210' 39' �� 41r T I 55 1 ? 1.714' I 876' , I 1 47 1 TYP. 1 2' R= 0.25' F. ; R= .125 � 1 g, 40' TYP. TYP. ] .137 12.00- ` 1.137 R= 0.15° TYPT11�P. TYP. FOR STEEL PANEL ASAV A W. GRADE 80 STRUCTURAL OUALITY 16.00' Fy= 80 KS1 STEEL 30 G4..GALV 1=..0157. 26 GA GALV T=.0187 FOR STEFl PANEL ASW. A 653 GRADE 50, SO r!ASS 1 30 GA GALY. 1=0.0157' Fy=sa KS1 STEEL. 12" STRUCTURAL PANEL. (3006-H39.1 ALUM. ALLOY) .@.18" STRUCTURAL PANEL {3006-H391 ALUM. ALLOY) 3 1/2" X 12" STRUCTURAL PANEL SEE DETAIL A' g RIGHT SNPSON A34 CONN. OR f STROMR& X RPS � 2 t I2� ., FASCIA ! 14 x 1 1 1' FOR MAXIMUM ruw 0 12' O.C. OVERHANG SEE SCHEDULE 0 RIGHT © ALTERNATE EAVE ATTACHMENT i 7/8' 3,`' 3'Typ • 9/64 �q 1/.16' 67T57' /16' R. TYP. /1 b' TTP. 7/16-j- 7/16' 1/ 1 13/32 61 ITYP. i 56 7/1 ' TY 3/.32 TYP.2 25/32°--� 2 1/4 ►/$' R.'TV. E' R. TV ALTERNATE -12" STRUCTURAL PANEL/ (3006-H391 ALUM. ALLOY) ADDMONAL TWO - 16d NAIL 0 EA. RAFTER WHEN REQUIRED 1/2' FASCIA DETAIL "A" 3.00' 64, R 0.0240• 0.027' 5/32' 0 2' OP. 0.040' TT'P. 1.50' 3.00' 7/8. .. 1� i R=.0937 1 - SIMPSON A34. C"ECTOR OR EQUAL. - RAF i ER 6 - 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL 7• •- t • - • •,. -�.•F����_ar.Li�[:-�i �.eaA����:�'>�L�•A#E%�'i��.'>!1>i:�f�ft•1�1 1 '.1 iEZ?"J ''� . CONNECTION li .� as DETAILS � E��r`JC�• �t� -• D DATE REY1SION ,10 g3i�i� � ��►�/IQi�ii[�ii�I�dtl�➢F�F;EIi[�ti�/ ®tea►r . •tsaIFF, 0 1Will�.WJVA �rt�.��.�•f��r,� Em VAI K&IffidWeW:41VWX VAI rJ1�D�s:�FAVAI � • fpr �'�.�'��a�r�`��, , ' KtUUI?ttJ AUUMUNAL L — 100 IYIVLJ Io LP%t n F%Fv lu. Q} 1 1/2" SQUARE COLUMN r SQUARE COLUMN (3003-H11; 'ALUW. ALLOY) (3003-H16 ALUM. ALLOY) ENGINEER AN.F ;COP 7y' W ..� 0 r- - 1 '.1 iEZ?"J ''� . CONNECTION li .� as DETAILS � E��r`JC�• �t� -• D DATE ENGINEER AN.F Engineering Services 1140 All Prc Drfve OfAwftii Ebbidi 1K 46314 KG IC90 ES EVAI.0 ION REPORT NO. ER -2621P NONE OR PART COMPONENT PANTS d CONNECTION DETAILS DqL. SHEET 2/8/2000 N 97C1J01 - 1 OF 9 No. 16273'. Up.6.3o-o% / 2005 STRUCTURAL. PANELS + T ?. (•':I" No c iEZ?"J ''� . CONNECTION �,:•. .� as DETAILS D DATE REY1SION ,10 Engineering Services 1140 All Prc Drfve OfAwftii Ebbidi 1K 46314 KG IC90 ES EVAI.0 ION REPORT NO. ER -2621P NONE OR PART COMPONENT PANTS d CONNECTION DETAILS DqL. SHEET 2/8/2000 N 97C1J01 - 1 OF 9 No. 16273'. Up.6.3o-o% / 2005 3m 3 114 SMS ON M 1. FOR 3 1/Y b.72 '� 1.560.72 STRUCTURAL PANEL OF SPUCE� 2.OG' 1 PANEM '--� 0.93 . �.- . 1.625' 0.036' o 0.72 J T1�P. i 200 -FOR 2 1/2 ROU_ FSI® . PANas _ j� 3.00 TA13f 6.5 6.50 -"�-5 �"- N0N-SfRIlCTURAL i 0.93 1.56 • SLOE FASC3A 6 - 0.P6 1,50' l o . SMS - 0 FOl1 cw- 2.50 NOMWL Ole OR --3.W SPACM. N THCKNM '�. 0.37 Ma2'. t- 0.038' ROLL FOMAED ` ,325•. 0.72 / Ffi HOER SPt l(i, ilq{f f t.00' iM RiSIDE OF HEJIDER, 017 9'EACH SO RM- HtLTI K84 Mk T (IN)= 0.030, 0.040 (ALUM" 1.50' BDLT5 PER KZO ES. R SPLICE.1.5L' -- �-1 = 0048 STEEL EV. 7 _ ( )� 3 114.SMS 2.00'2.00` - - ON E4M SIDE i COLUKts KAY' T8bI T1JED w/FLEt- of SPLICE ALUM. FACK. �,67' SQ. X .062' t� 30 ALTERNATE COLUMN �, 1- � E`�TRUDED COLUMN (3003-H16 ALUM. ALLOY OR 0 ROL 4-H36- FUM.-A� H S 1/2' ROLLFORMED HEADER 1 V (3004-H3S_ALUM._ALLJY) (ALUM. 606.,-T6) A-653 Fy=40 KSI TEEEQ QM .ROLLFORME D HEADER SPLICE (35006-H391 ALUM. ALLOY) •(3006-H391 ALUM. ALLOY) Jr F.AGM ML # 10 5MS i F01it35l� 2 5/16' BOLTS e O C: FOR 'S' PANU FOR Ur FMW 2 511S' 90LTS. W/ 1- D K TYP. x 3132' THK SR. WASHER 6,50 (�ESStQ Y x 1 1/2' SQ At L41. �ScO A q F.y No. 16273 03 .5` ' DECOR�ITME ALLU. SCROLL e•,tY OR 1d' NbE y y Era. wo; o1.. ! STRIlC111RAL ?Ati£ls I OR* SOLID FLL 3 'x3 1 HLTI K1i - No. 16216. F a d (2) - /e /7'. ANCHOR BOLM Ovw �Q EAG 3a o z 5/1.6 ElOLTr j ,vk JUN 14 2005 ® ; FCA�\E ►' 43' +t. cl ala zoo, --4 PR 1 8 2G O t DATE REVISION DATE REVISION . N ROLLFORMED 2 COLUMN CONNECTION W/ DECOR.. SCROLL Q ROL.LFORME) HEADER •H" CONN. 4R1t._ /Vy� (3003-H1 S ALUM. ALLOY) TAILS TO STRUCTURAL PANELS ���o T C' � . .200300 T- e S fl'P. 7D m • EnitheQ0" S4@Moa* 1140 All Pro Draw O O O 6 —414 SMS ON ECH ( 31 :, Elkhwt, 1M 48814 asp' I 3.,e SDE OF SPLICE CEMiFIdJh'E ��q.. Y11-` ��P K1, 1 IC90 ES r_VALL)A4TION REPM NO. ER-2a21P — —` CAL5 �• ROLLFORMED SPLICE CONNE:CT)ON DETAILS • ?10KbE COMPONENT PARTS # COWL TM DETAILS SIM LNE • 13006—H391 ALUM. ALLOY) � � 9 �,_. . 9• •-•—� EERS STAMP 2/8/2 97C1>Q2. , - - FOR 6017 "'� .25` 3.0 00 SIZE S I �-.50 37-44} . �— 3AG' ` _ -• DETAIL `S` I J AT LEFT ' j I 11 .686'(4) 2 5/16 BOLTS W/ l' DIA i , 3.00' 3.000' 3 32 THK. STL. WASHER. � .80 COYER PA#EL x / 1.0" t ` .0�� 100'R X 10 HIGH !� ALUMAX '(4) �- 094' . SEE TABLE. A 3.00' - Ems,,, NEXT PAGE �.43714) 8.00' 2 5/16' BCL175 I NOTE. 1 �. 1 2 ' • /�TER►i�iT£ .COLtIIdN CONN. SEE DETAIL 'S+ A7., RK;tii T BRACKET. cr + ' .020' bF. V12 GA 6� x 3` I OR 2.9G 1 F0t 'INS ALLATION AND ?' . x .70' L-.062- RAD420) SQ. COLI.INN ..•'P7 PER. CONNECTIONS. DETAIL 'F`. 'K OF 'I.1 (12) G.Si i f . ..�� + Li FLUTED COLUMN t (3' ALUM. 6063-T6) CR STEED"C"= CHANNE-HEAGEP S 3" COLMAN-.-CONNECTIONS FOR T " ALTERNATE COLUMN CONN. BRACKETS . • �} O O i = 4.062 ' UNLESS OTHERWISE NOTED (sTEEi A=653 Fy--56, c—PSI) FASCII� "HEADERS ' (STEEL A=65.3 Fy=40,000 PSI) 1' Jj 4 1 SPLICE' F !I r j CLa OR i 1.t; _' ( _ !_!� !_ i 1 i- `- r j -�t ��.(-, ,- j € �� -- n�aslClfQ COiir•, i 00.i1. L: C I 4 ! G > > i ANEl o _ ! COVER PANEL ' .II I i�` r BOLTS. I .� i —m JA .QVC �R �.�C n i 'p A l SSEE DETAI!_ •°i j JO} --- I. '\ x • +i a7 OR Er J SEE ��+� o e AT RIGH! 7 � `•' 1 �� � r s EE TABLE A � 1 � ! + STM i �— ST \ _ 10,G NE,'7 FAGS !! CENNL 'A � .,TEc!_ COLUMN r� —3E K GA?� j REVISION ! r s ` i DATE REVISION ,,11N i 4 200 0.90TYP.I ,Tit c ; , MA f r�r KA mill 1140 Englneering Services. 12 GA. 10 x 3 1/, �, J !W Thi �.�o Nis i P.� �rt 2 � 0.1 0.1 PPir- Elkh . IX 46514 QV STEEL ry"— CHANNEL HEADER. If 0.i , ;� �,' \ L� , . �/ _�� �:,wo KG ICBG E5 EVALUATIOtr REPORT N0. ER-2521P (STEEL A-653 Fy=50.000 PSI)NOME �� ;�• If \�.:� OR PART COMPONENT PARTS & CONNECTION DETAILS SwEu .N� 10" FULL—STRENGTH SPLICE DETAIL �pR 1 ��rAM ASTM A 653 Fy=36 KSI EN S STAMP 2/6/20M !y 97CD03 3 OF 9 5.5' SFE TABLE 'A' R=.05' 4.50' . i 1,56- [f ,5 1.0 �� 805 ,'' 0.72 1.56 --� 0.72 �L TYP. >f --� 0.93.�--! I COVER PANEL 10' x 45' COVER 200 ` 0.72 �• PANEL TYP. I 10.00' 0.14' SEE TABLE �� 3.00 , A .110' TYP.' 7.0' -- 0.28 D.93 1.56 8.0'. .09' TYP. 6.0' 0.37 SEE TABLE 'A' �' Ful WDHJs \ 7N P. or 4 .320' .220' 7 --� .�•-0.17 . ��SSI Al fTYP. / T (IN)= 4.048 ��0 t• Ak(i���� oc 2 fi W -BEAM HEADEr? / i`�`� AB 3� X 3n HEADER STEEL W 11 �'� I---- 0 (06061—T6 ALUM, ALLOY Q A-653 F =40 KS STEEL) TYP_ 8 7 X 5 1/2" W BEAM' HEADER E0.17' �� (6061-T6 ALUM. ALLOY) ' FASTENERS REQUIRED FOR PANEL TO HEADER CONNECTIONS 6 �Y 10" X. 1/2"- W BEAM HEADS R (6061—T6 ALUM. ALLOY) 4750" 110 SMS 06".12" OR / _ 9' O.C. FOR 6";12�. .291 �� '..75. 18' PANELS F� � � F,y .900 #10 SMS 6 12 .0_C. A Cly STABILIZER CUP -SEE DETAIL 'AG'. I it SMS 6' O.C. FOR 16L13 6' & 12' PANELS- 9' 'Aa. O.C. O.C. FOR 1 B' PANEL `9^. T ABLE 'A' MAX. WIND HEADER MAX. TRII3 FASTENING J NOTE'S LOAD DESCRIPTION WIDTH SCHEDULE 90 MPH ALL FASCIA 10' 2-#10 SMS. PER 12' PANEL PATIO STEEL" CLOVER, C BEAMS, I BEAMS 12' 2-414 SMS PER 12' PANEL STEEL CLOVER, C BEAMS, I BEAMS 21' 3-#14 SMS . PER 12' PANEL! 70 MPH EXP C ALL FASCIA 10' 2-#10 SMS PER 12' PANE AND STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER L' PANE SEE m1 MPH EXP B I STEEL CLOVER, C BEAMS, I BEAMS !6` 2-#14 SMS PER 12' PANE SEE e2 ALL FASCIAi0' 2-#14 SMS PER 12' PANE 90 MMPH EXP C STEEL CLOVER, C BEAMS, I BEAMS I6' 14-#24 SMS' PER 12' PANE SEE ;1 �� STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANE SEE +�2 d� 110 I 0 ( f.0el .018 & .024 PANELS _ N #10 SWS 0' EACH ROOF � A N6� PANEL I,iSE 50% LESS SCREWS at2 .032 +� .036 PANELS A P EL VALLE)'� 5.406' >8`�PANE SE 50% MORE SCREWS 3,1/2 STRUCTURAL • i = IMPANEL CSTRUCTURAL PAN_ DATE REVISION -DATE REVISION 6', 12' OR 18 0 WIDE �O �) tS U I /Q�" `t • /f ,- ,.•�A 2.725 ' 109' `'' �• � r.,. 0.062' u O Animno= Engineering Services 0.082 3�,%� o XjLaM':% L 1140 AH Pro Drive 4.00' ;. £� ¢ 7 EIIthart, 1!! 4014 !� ��: an 3.04'- K4 IC80 ES EVALUATION REPORT NO. ER -2621P I' \ 9T � � L��.: AD ALASKAN EXTRUDED HEADER 0 1i��' '. 5 1/2' EXTRUDED HEADER (6061—T6 ALUM. ALLOY) NONE quPcNENT PARTS coNnEcroN moans (6061-T6 ALUM. ALLOY) SHEET E I S STAMP 2,/6/2000 97CD04 4 'OF 9 r-_06L� SEE DETAIL 'AL -f 14 SMS FOR EXTRUDED -t--SEE TABLE Z�15 410 96 i f trm- -� 5 KkNGU W/ A -RAIL J FOR SPAC1 G Z , .1 Z..' f if 5,106 . 6A' .W 1tg�,,Wp r at Fob r �s 5.75' 010' " I r O.G ru Ir Lf FEK ur PANW A -RAIL (6063-T6 ALUM. ALLOY)/1.50b-1/2' s 2.10' 1.710' 2.25' 13:'75' l A -RAIL -SEE i OR DETAIL 'AF' -�. - 250' SCHEDULE OF ALLOWABLE SPANS FOR 6 ". &. 12" PANELS ADJACENT TO SKYLIGHT PANELS. UVELOAG *6"' PANEL- SPANS *12" PANEL SPANS (PSF) •• :10.018 t .0.024 t 0:032 t— O o3E t— 0.018 t— OA44 t 0.032 t— 0.03E jp 11'-g' 14'-5' 1T-2' 1T-9'. 11'-0' 13'-3' 14'-T 15'-1' 20 6'-b' 10'-E' 12'-6' i3'-5' 7'-1i'' 10'-4'_ 11;-8'_ '10'-T .121' 2R 7'-2' g'-5' 11'-3' 12 1s ;,7,V-Y°�-' 11'-2'v 6'-7 8'-6'30 1_125 .057" Qom. •�� a USE A� i1Ni1�U�) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS . 1 36 1.380 �`AND�(1) SKYLIGHT PANEL PER (2) 12 ROOF PANELS ® 6' W ALUM.. HEADER SPLICE �% HL04D 'A ' FOR EX>%JDED� ® 1'� O SKYLIGHT TO PANEL CONNECTIONS, USE THE SAME NUMBER ( Y) � �pEp �w ALLOY) (60F-1DED HANGERAL� ' OF SCREWS. AS PANEL TO HEADER. SEE TABLE 'A' DETAIL. _ 6061-T6 ALUM. ALLO b0f.3—T6 ALUM. o SXYUGHF PANEL - NN��LL PL45M USED IN SKYLIGHT FADWAMON —TS G.E. L E AN POLYCA RBINATE PER t - .062' . AQ. RiPORi %3286 . "M 6' PAil FOR 17 Pdd)_ 1 U7' , FOR 8' PANEL Tl'P1GV. 12' V-PAt! 0.80' l iii it PMiFl '7YPiCIAL 12' V -PAX j 1 TYRCA_ SKYLIGHT PANIEL 1 � _375" CONKiCnON WITH 7Y V -PANS 0. 375' 42' i � � ` — 114 i , I -�-s s� -- .3i' EESSfO/ 5S0' ��, :G .g ;pl HEADER °� ME MMUST BE- i )CATER WIrr 7�QN� y�0.15' EX7Ri1DED.IiEAOER ! I 4 �,F'y�, SST SC14MULE AW& FOR ALOM6�E SEAN` fOR " y �D SPLICE WITH TIGHT FIT � ��� � 'C � �PANEL5 ANjArM TO SKYLIGHT PALLS a NUM90 OF ROOF N0. j6273 INSIDE HEADER- 5' Q ?� r PANES NEEDED FOR 1 SKNGHT PANIU- EaD 630.0 c.1z' .5-� —10"--�Z1.5 j--10" — ..�3• � jig ° 162 r ., ® �Q TLP. .� 0. It 57cYLIGhZ PANEL f'J 11l 24" LSD.E` 5.406` A:\� DATE REVISION DATE REVISION ALASKAN EJUN 1 4 1005. I EXTRUDED HEADER SPLICE OF e - !14 SUS (6061—T6 ALUM_ ALLOY) �, CC -1.:686 " /� �= • Engineering Services �--- 4.00 i� (� . N0 26G 0 r;:'� 1 140 All Pro Drive EXTRUDED CHANNEL CONNECTOR �!1(IDI��,' Elkhart. IN 4851,1 :500 T® (6063—T6 ALUM. ALLOY) j X31 % L� KG ���0 EVAI UATioN REPORT N0. ER -2621P '9 • �� NONE umwwvv OA PART�COMPONEN'T PARTS do CONNECTION DETAILS A11F 1'r .?•. 1.562 ENGI P 2/s/2000 97CDO5 5 OF 9 3' x 3' ALLIP INUM fmanwil. POST -m CSC:s1fMir _.'/ 5.5" 2= /8i( 3 1/2' HILTI KWIK DOLTS TO SLAB OR FOOTER (ONE EACH SIDE) ALTERNATE 3' SQ. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) PL 7 Gk Glw) � Q - i � 3< 3C' F r 4 HE:Dt 0WErER 1. All PMTS TO ar HW -OP .QW0N= olt ESEL'If KJM 2Vr- . 5NY eE LISM N LEE J OF ATIACHM W h SJ$ L F#9WAT1CN OF Aral►I•G JW ia" A•O S+1Fi7,' 51ANR] a 9EYOND TEE SCOPE 05 TIS BEFORE rAB!'iCJlT1C7N OETAEB AFC ALOM COWROL PROOxW VAT .ef 3JgwrTTFD TO mxjt 04 ClsiXC k FOR ADPRMOL :. AMNO MICJ1M WN NE USID M THE FMID f g PM OF SOL• NIt4 "01L. CLAY. -gAw1' rowiii 9Ll' aRlsimi SLTY SADA, ".dQ1'E1' 511% C.,RYE7 Ca ^M i•AOY Ma SILTY CSAY. AFA CLAYEY SET: ®AWNING ANCHOR 3 t l 1rT 1 11W 3 AMIEAar t \! srEn itMai Y ,1 SWE OF POST- , S6Y� 3/4' fill 1 'V' Fait FASIUE3t` SZE WO FWnXG SEE SCHEDUt.E 'F' t FaGW STEEL r -m 5rM, XLTS r:R M. SEE TAtLE 9.3 -COLLM 'K REQUIRED W" (WIDTH) FASTENER SIZE MINIMUM 1 4 3 3 ti' 4 1/2" 1/2' E I 26' 2-1 >< 3 IlYd 3-5/1650• BOM'' 1330/ 4 13300 2 Ilf x21/2'11/4' Ir x Be PL 20" PL 9' x 1s' : 1/4' TMP. . 1 ALL PARTS TO K-Mcr-APED CALWMZED OIL ELEM P AIM ZW- BE usm uv ax ATTA,ae+a M co Ta wcaTETE sLAa - SEE WM /2 CUML Mr �+-- 16" ® SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) Ali, TDr�NL 1/C 4 Sil37 COLLAIN BARS l� ril) (mz aura: each ' 12' WX l . Doe DmEXT Q V Q s' 12' LDW LL CAMCRETE FDOTI'FG Ncnml USE t - 1/2* • STEEL BAR FOR - Foanw;5 UP Ta 3e CUBE. USE 2.- 1/2' ..ate FOR FOCTP= UP M 4d• CUBE AW 3 - 1/2' s BAM FXP FOaTWO "• tP TC -afec ESS k NO, 16273 END 6.30- pe SCHEDULE 'F" — COLUMN TO FOOTING CCNWCIiONS FOR. 18' TO 42' FOOTING SIZES FOOTING SIZE 'HILTI FASTEN04 CONNECTION .TO •d'(I . CHES) (OR EQUAL) � COLLUN TUBE REoulM TENSION FOR g�OLT 'd' = Ie 1'2-1/4'0 x 2• d 1-5/15-0 SOLT 430ff 20' 2-3/ro x 2 1 i 22' ! 2-S t6'/ 8005 65 24' 2-3/ro BOLTS I 26' 2-1 >< 3 IlYd 3-5/1650• BOM'' 1330/ f 28• 13300 1 30'. 167 32' 2-5 8.0 a 4'd 2 34' 1 MIA 36' N A 311'X. -M A 40'..1 N/A tit' 3-3 e'� wN T'S 14 l' 1 L --RNiATE AL+E'FREE'STANDINC SiRUCTUFCW E -CMN `"d' SLM IN ANCHOR BOLT OR H1ItiT1 FASTENER SIZES INDICATES 00-TH ©1 - OF EkBED1�iEWi. EXAMPLE: 2 1/2 d INDr-ATES 2 1/2' DJBFDWENT OF 7O-EDOTING_CONNECTION`DETNL ANCHOR 'OR EQUAL' TO HILTI FASTENERS, ALTERNATE MUST BE ICBO ES. APPROVED TO PRCMDE . A1.1DWAaE TENSION EQUAI. TO 'REQ'D TENSION FOR ANCHOR BOLT" VALUES- SHOWN. HILT] INDICATES HILTI KS -11 ANCHOR BOLTS PER IC80 F -S. EV 14627. ® FOOTING SCHEDULE ATTACHED STRUCTURE COLUMN TO FOOTING 3MA CONNECTION DETAIN 'd' = 18' TO 32` ;. v t �;;,., .,,� pqT£ REVISION DATE ! REVISION HILTI FASTENER ALitRN.ATE ANaES 1/1' Calw-. -m - . i. f: Fou a•C LUM �•! ' :w. r:. a►.•. gab 4 ��THW SM 1 ,7F r COLUMN CONNECTION DETAIL FOR R B & FDOTING ATTACHMENT . NO 2 7 _ Engineering Services 1140 All Pro Drive Elkhart, IN 48514 \tel£ f �L1F�. / or XG IC60 ES EVALUATION REPORT NC. ER -2621P 3i-ov DRMVM NONE OR PART COMPONENT PARTS �C CONNECTION DETAILSNAM - .• E P ENGINEERS STAMP 2/8/2000IPR. - 97CDOO 1 6 OF 9 ESS No. 16273 ESD. 6-30- 0-7 JUN 14 W f t 1?2' , ALUM BEAU OR t/2• x 7' ALuw 1!c OR 1 1 T 5• A.uM %, BEAM. 2 5/36' BOLTS W/ 1.0' DIA: 112. 1 11 t/2 `jam_ COLPMN ..3 x. 3/32' THK, STL. WASHER— t LTS , i .0.' T YP. �-- "i POsz ,i00• • 3' a12 c.� •C, _ CUT SMOM FLANGE o1 R 3 1/2*a10 x12 Gk 'C' 1 -BEAM AS SHMN AT :A� C—BEAM TO COLUMN CONNECTION COLUMN y 9 ALTERNATE 4 I .056 --►� ALUM, UM- W. BEAM CONNECTION DETAIL/2w X ; " COLUMN J � 5/16' BOLTS BOL75 SEE TABLE 8.4 „ f ALL 'i' BEAMS 8 BE . CCLURN E4 FbR o N4) AMS USE TABLE 8.3 COLUMN 'GR QUANTITY. OF HORIZONTAL i U'C' J' FSE .TABLE 8.4 COLUMN 'N' 'FUR VERTICAL BOLTS: BGL7 a 3- 41N. 01' ' 4'50� ALTERNATE 3' SJ. COLUMN 'CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) 0 -T- 1� 37T 'J • R AWM;.+IUM_ `i' BEAR€ 0;Z_c_ M °C� 6 EAi+ . i ____ __-__ _ _ __.-_ � ='Q?LUilfd StZ£_T �s___ _______ _�__-__.___ _7� P air-•=-� -_ _ ____ _-_________-_-_____-_ _ _ - _ _ __- _ _-.____ } _ __ __-_ _____ _._.� ___ _—___---_____ __ _—_-__ __ __ __-__- __ _._- 1 I � 2 !/18' B(XTV W/ t' Din A 111NNIWLW COLUMN OF 4 � 1/z` �t'fi'ri j 2 5j1 &' S+` E ! �. iAf3L� E-CCLU1f1i z 3/32' 7}IK. 5fL• WAS^!ER 1 `K` iOF. DUh1?TT! {=O. i L 5 7Ai31 8.i COLfAdi4 �}Et$Ji TO` PLATE 'A' do '6' AND c FOR QUANTrr, CONNEC11ONS �; '1= 6 SCHEDULE '6' FOR TOP pLATL � � ; BEAMS* tY, t, AA) ON STEEL POSTS ` -- F ��G Ali 3.0 No. 16273 j E 'I-414 5115 2 or v.•.�EL COLUMN ��* EXD.6 h• GJr' 0.04-&- .5 .04- .5 , E x 3' S7Eii - 1 _ ST COLUMN TO HEADER CONN: 5RACKET {6063-76 ALUi,�. HEAD, ',+�° .� i.o I. ) JUN 14 2005 TE!REVISION DATE .- I RL-MS10N 6.0 1� A( b—/ 14 SMs- KA T,q�Fhc� $ I=�" 9xN r t41D 15213 1 `i19 Y Enginsering Ser-vlcoa �0� JU[JJW 1140 All Pre Drive Ear r Elkhart, IN 46.1' 1�I COLUMN TO -HEADER CONNECTi0P1 F - Vl _ 3i - OR 3 X 3 STEEL HEADER `AE' t f 2�� • CLIP IC90 E5' EYALUAT10K REPORT NO. ER—M F - - 1 NO DR PART NE KtiE. COMPONENT PARTS A CONNECTION DETApS EN ]NEER STAMP -- 28/2000 970007 7 OF 9 7'X 5,1/2' ALUM. N9—S a' aws EACH I �• E3�ut F. �\ 1oF , SPLICE / SIDE . SPLICE t••0.12'" G04• 0.04' I e EACH 54DE of JSPl10E 4 Ile ao' 0.1• 2-70 C SPLICES \ 12' L ` I �1 1/4. QRESSIO,ygl OF 7� � 14' ( 1 �-f74 c*1 i~ .NlA• r 22—"� ----�` �� iz " No. 16273 t A` i b9.5.30-0 \. Ic UT' YOUT t ---o.t2 2.20; � 7 X S 1 /� ALUM. 1 -DEAN SPLICE BO bF L 7' X 5 1/2' 1 -BEAM SPLICE . (561-T6 ALUM. ALLOT, Z // R 1 $ 7` C SF>UCESJ� — j=4-�; MS .2— 2X 6 1 /2' ALUM.' HERS 3E SPLICE DETAILS (5061 -Tc ALUM. ALLOY) . / EAC,SIDE I 5 2' + , 3 X '9 ALUM. HEAD I� ! /2 s / +. , I3°X 3` v/ , �. 1/2 3— #14 Sb#S ALUM. 2 I; 1/2aX .024 i\I p 7 - EACH. SIDE COLUMN ALum. SIDEPLATE { z— 14 SMS EACfa i I 2`X :6 1/2' ALUM. kiSS(p SIDE OF COLt1MN ! Q�� rygl AV04WG ANCHORS / a a r 3'X 3' ALUM. SIDEPLAI �o��G j K9lq�Fy� BG 3 x .8HEADER COLUMN1�liTH SiDEPLATES END VIEW CONNECTION EE x No. 16273 2 ANCHOR ANCHOR 4 ANCHOR 2. OR a ANCHOR L`F7ANL 15' v AWNING ANCHOR ' ANt}t4F [�TANL • 81 ANCHOR DETAILS FOR ATTACHED STRUCTURES. FOOT)NG 'd" (IN) ALTERNATE FOOTING SIZE IyO, GF. ANCHORS 18 12 12 15 1 20 15'X 15'X 15' 1 22 18 18.X 15 1 • 24 20'X 20'X 15' 1 26 20'X `20'X 15' 1 28 24'X 24 1.5' 2 30 24'X 24N 15' 2 32 24'X 24 15' 3 34. 24'X 24 15 4 36 24-X 24-X 15' 4 X14- SMS DOUBLE 2n X 6 1 /2 �P. X30• a? EACH SIDE DBHHEADER CONNECTION r ql I t I REVISION DATc I FCE�/ISION JUN .14 N95 r (n \' �ss, V q ►AR — I -WITH Sia Fi ATS Engfneering ServIcam j 1140 All Pro Drive \ � ' Elkhart, . IN 4"14 ICF?0 ES �l/Al.LJATION REPOT I NO. ER -2621,P CIS = 3.31. o'Yi • NONE0Lz r'ARr COMPONENT PARTS # CONNECTION DErAiL S GINEERS STAMP 2/5/2000 97CDOS B OF -0 D.OE' DMWDED HEADM SPLXE iYITH TIGHT FIT lIMDE HEADER q - .... 4- 1/4' BOL7S OR ' SPLJCEE DETAIL 5 1/2' EXTRUDED HEADER SPLICE (6061-T6 ALUM. ALLOY) X10 x 11' SWS SEF TAEU �5 FOR sr-ACNG 3 1/2' 'G' RAIL (6063-76 ALUM. ALLOY) 1/2' TERNATE 2- 2'A" Z. 1;'2 ADERS IN PLACI= •Or K'5* HEADER WITh 'ST & SIDEPLATES i 3' io 1 AL TERNATE 2-2' X 6 1/2" HEADERS. 3 114 SIBS EACH SlDE y 3' X 8' Box y 7 BEAM HEADER 3- ' 8. BWKET 3'X 3' HLUW NUM COLUMN 3. 114 5i`is EACH SCE 0TALUMINUt 'H'BRACKET FOR CONNECTI► G CflLbq TO HEADERc A! (8063—T6 O . ALLO�'j 3 114 SMS EACH SIDE OR 2 5/16' BOLI {v�,r No. e•:o o� 3'X 3' 'X 6 1/2' COWi�N SIDEPLATES z :w •• -;��� ALUM. FOOTING BRAdCET • X 2 3/8° x 3 1/2' USE ONLY ON SLAB Iy OR d-26' FO ILIA AT RiGl J7 :. ; : • •10 OR SMALLER I,.i NrJ ' C .� ;cc: X SLAB OR FDOTWa &ALLWAINUTA FOOTING BRACKET FOR CONNECTING V lye f GF LCOLUMN TO-CONC—. Sbkll OR -FOOTING 3 (6063-T6 ALUM. ALLOY) EI:,1GI S STAMP 2'X 6 112'X•12' REVISION ALW. RAFTE. 4 : 16' OR 24' RRiyiF� O.C. HFAOER . 4� 27X 6 1/2- ALUM. FASCK. 6 , ALTERNATE=DECORATTVE -FASCIA-TRIM ruff97CDO9 SHELT 9 OF 9 A SEE 63Pl ? ? HANGER (6063-T6 AWM: •Ai1Ov) NON—STR131rT RAL n� rGT 2.1 - L ! V1'R: V':�L-1 f i a . 5 112' EXTRUDED SIDE FASCIA (6063-T6 ALUM. ALLOY) Ess - a No. 16273 7D El9 6.30. 01 E REVISION I DATE REVISION En9ln*'erins Ssrvlcos 1140 All Fro Cr1w Eliclurl. IN 46514 WAn ' KG iC9rl ES EVALUATION REPORT NO. ER -26210 mu 7-- NONE Dmkwc NoR pAR7 COMPONENT PARTS do CONNECTION DETAILS 2/E/20.DD ruff97CDO9 SHELT 9 OF 9 JUN 14 1065 a �o ao cc Ln TJ 1 1 /Y OR OR 2' [A- ``(31 -05=H25 ALUM. A110Y). SIDEPLATES (3066=N351 ALUM. ALLOY) L4 COLUMN ALLOY) (3006-H391 ALUM. ALLOY) S sms , q 1 7/8. Di RAr7 R .j' i ,( j NCER E UM W/s' X W RAF1ErM CONNECTION BRACKETS (6063--T5 ALUM. ALLOT, 't'=.060 1/4' x 4' LAG SCREW SEE TABLE 8.5.. COLUMN WOOD LEDGER 2 X DEPTH ANC4 FOR QUANTITY--•� ! ALL 10 PSF USE'l LAG 1 �Us ' PER STUD 16' 0/C ALtllt. EXlS1�l6 FiAf ±E�'i STRtk'ila ALT. S?1F'SOIi WGd SHM W IWOR 03.0. 2_ �1� Y. 1 U E 11158 ALT ERNAFE RAFTER TO WALL CONN. .048 MIN, i ASTM A-653 Fy=40 KSI STEEL CONNECTOR FOR WOOD COLUMN. CONNECTION 18 X 2 ' WS FOR 1 1/2' CF�O�Rq2 :2 1/2 L 7 ;10E- TO._ RAEFER _ .04 L= 1.92'FOR 20. X.6 1/2' RAFTERS L= 2y FOR r x e' PoOmys TSD �jO� 1 • 1 � r. 1 i0 C"� 4 2-18 SMS EACH SfDE -. 1 � �- 10 X 1. 3/4' YI"OOO S OR 2-110 5115 MO. i1FTk . {6063-T5 kLN. AiLOY. T=10.0401 �ULb RAFT-cRR LAGER HEADER + BEAD€rR DETAIL MAXIMUM MAX . EAS T EMTING GAGE `,BIND LOAD TRI.B .042 3' x 8' L1 90 MPH 6' 2-#8 SMS EACH BRKT. 3` x 8' PATIO 10' 3-#8 SMS EACH BRKT.. .036 3' x .8` L1 9a MPH 5' 2-#8 14-#8 SMS EACH BRKT. 3' x 8' PATIO 10' SMS EACH BRKT. .032 DBL 2 x 6 L11 90 MPH PATIO 10' 3-#3 SMS EACH BRKT. 8' STEEL C L23 90 MPH 22' 2-#14 SMS EACH BRKT. .094. 90 EXP- C 10' 2-#14 SMS EACH BRKT, u �txl_� : DATE REVISION DATE REVISION VG N 2 70 aj 1I 6(P3 ata 2 Engineering Servtaae. 1140 All Pro Dr:vi 1j. IV11.. \�.�� ; Er&horl, IN 46514 F CRL1= Kc I IC90 ES EVALUATION REPORT NO. ER -2621P I• PART itiOR>< 1, C011P(N�1ENT PARTS .At CONNEcnoN DETAU 10 K FOR PAHO & COWKRCUL LATTICE STr�UMFES ENGINEERS STAMP 2/8/20M w 97LT01 1 OF 4 e so. 16273 C11 A fC JUN 14z60 - 1/ PLL 2'x 6 1 2' OR 3' x 8' . SEE SCEDUIE FOR SIZE TERNATE 2- 2'X 6 7 H SPLU IAM BE HEADERS IN PLACE OF COW47E D ON COLiA0i ` 3'X E' HEADER i�ATH ,` i- 114 Saf c POST * SIDEPLATESEACt !SIDE t S?tS WID 3"X 3F0ST .80X SECTi01'i. 3 x r HEA S NOT-• USE PLASTIC RM TO FLL 112' Dlk: AXES. tiQLE_ um VF" 5 Y.S HID AAKTii{{R B® SECTION IN '1341 E 2= 2" X b 1 1'.2' SIDEPL�!TE53�X 3' THE Sa LENGTH WDAD EXCEED2 1/27. � C�OELIAW� SFJE 0;' I ! ''t3L1AAi L F°0-PlA5T7C PLUG DETAIL L11 Al -71 ERNATE 2-2' X 6. 1/2' HEADERS , L 1$ HEADER SP'JCE DETAIL SSILIV,n Q�x�ONAl F E �Gi' aTq�''yG3 ��5 F �' r 4'f'GC �+ 9 � I � Q k,V. 4.- i� 0.7c 154 0.72 37 . (.� E 1 + L, _ t ; ��t �Q` E z qn9, '-�I _18E _tel G.7C 0-, .sfifi'(4; ' I R e.� ;� t JUN 14 201 �.i1` ! I ! i •1 i 1. 2 .: (DR b STEEL .r-0LUWN ►—�'--.09# 10' R XO 10' HIGH Fy=.:6 tCSI .. ALUMAX 68 (4)3.Orr7, i .437(4) i G-.7�P —� 5.00" OR 6.007 G,17 T25' RAD. T {IN j= 0.024, 0.030, 0.040 , tALUt) j 020' GP. / (3E) 0.04.8 (STEEL) j DATE REVISION DATE REVISION x 70' L .062' RAD. (20) (12) COLMNS MAY 8E TRIMMED W/fLE)i- .187 RAD.(16� AL:Wt. FAC3NG. L31 FLUTED COLUMN 0.(3003-H115 3' ALTERNATE COLUMN � �� � •�, ALUM. ALLOY OR ooD 2 E.ngineering Services {3 ALUM. 6063—TB)1 t 40 IU! Pro Drive A-446 F —40 ICSi STEEL, jc� r 't' = 0.062' UNLESS OTHERWISE NOTED Y— w == W&mfgm Clkhori, IN 46314 ae NQ• , o`lL �� •ICG ICOO ES . EVALUATION REPORT N0. ER -2621P y►`�, CDM PARIS 3 COMNECf10N DETNLS NONE MR PATIO a COf�LATTICE SfR.JL'fuf�S wERCUL lqI OF k=��`�.••:� NIWE s • ENGIN p ; y�8/2prJe w 97LT03 76F 4 . 5/16' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER 5.5' - TO:. 8' STEEL 'C' BEAM SEE TABLE 8.4 COLUMN E4 .575 2.35, FOR .QUANTITY .750' .100, -- 2.5' 1.0' . .750' ESS►�N i .OS 6� q 5116' . BOLTS SEE TABU 9.3 COLUMN 'M' FOR QUANTITY oQ..Z KA "f . .048 x 3' x 3' STEEL POST 3o(, 8" BOX BEAM WRAP ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET (6063—Ts ALUM. auk "X 8'X 12 GA. C' BEAM L23' 3[___r_ 1-2"— X 12 GA—STL-. 'C -BEAM WRAP IYI X -8 --ALUM. 80X—SEAM DETAIL 3" X 8" — 1 FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X 8" X 12. GA. 'C' BEAM HEADER CONNECTIONS lo. 16213 .,o. 0& �O )� JUN 14 z� APR 1'8 2003 ESSIQ,�q/� T " No. 162713. Exp. 6.30. 01 . DATE I REVISION I DATE - I REVISION C7rEngineering Services uJ Naa a 1140 AH Pro Drive E> NW, RI 46514. \ c!'1, (:t i L `• , XG=,Fm ES E1►ALUATim REPORT No. ER -2621 P � c OR PA7i0 k C0miE3iCiF+L LATTICE 3rmxnmm . SHEEr E EERS STAMP 2/6 2000 97LT03 3 OF 4 X y 3 g• 3' x E E BOx AM HEADER ALUM. 'H` BRACKET f ! % jl ALUM+. LUMN A i L24 ALUMINUM W BRACKET FOR . CONNECTING COLUMN TO HEADER (6063—T6 ALUM. ALLOY) .. 3 414 SMS EACH SIDE 5l16' BM -TS .036' OR -042' Y 3' ' £` HEADER � 70 & SO MPH WIND SPEED r— £ 114 SNS C4CH SIZE f s/8` FMTI_ KVX I -T II W/ E� EKBEDMENT POST I SIDEPLATES + I ALUM. FOOTING BRACKET I .2 , • SLAB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063—T6 ALUM. ALLOY) COLUMN W1 W BRACKET :fes Ism 3' X G -. rl sl No. 16273 = Inc. 00. Or, APR 18. 2003 e #!4 SMS EACH SIDE CO i• � 1nV� CE DETAIL �gr1FESS Qti4 aWc NO. ENG L?s V.14 Sri EACH SIDE 00. ° 3 414 S►� EACH SIDE 0 DEPi.AXS• 3'X 3' POST COLUMN W/ SIDEPLATES 12' . l� Ymf � �lvi.e C3{ usr= enc-srmj=vriQ SAFY STAKE IN # CONCRETE FOOP.NeG DATE I REV►SION I DATE '�, t1o.16273./ 1=� ti\d Exp. REVISION r'r ' Engineering Services v 1140 AN Pro Drlvs P - � E3lfiart, of 46314 ISG ES EVALUATION RDP10W NO. Efi-2821 P `T DWW c 08 Parr ompoN a Pw Ts a c DmwecWN ID fuus FoR PAno &::camMERaAL.-LATTICE 57RUCTURES STAMP 2/b/20m 97Ltg 4 OF 4 JUN 14 CL O BUTTE COUNTY MAY 1, 5 2007 DEVELOPMENT SERVICES