Loading...
HomeMy WebLinkAbout041-650-013041-650-013 PERMIT#97-0803 CUNAG, John 3559 Lonnie Ln., Oroville New Single Family 041-65-0-013 99-0631 B CUNAG, John P 3559 Lonnie Lane, Paradise (to complete 97-0803)SF WO -1 041-650-013 04-1955 BADOUR, ROBERT 3559 LONNIE LN, PARADISES Cont GREENE ROOFING 1-12 IDS ROOM ADDITION BK OF HOME 041-650-013 04-2704 BADOUR, BOB 3559 LONNI LN, PARADISE INALED Cont: GftY+-'?af'iZ9HFf S % L POOL MASTER 5J-b-9'Ir Of - B07-0335 041-650-013 MISCELLANEOUS Patio CovcrlCvd Pch LATTICE COVER (7404 r; . 3559 LONNIE LN 9. 1.�% BADOUR, COURTNEY C & KAEN' r BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 3 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: B07-0335 Issued: 04/03/2007 Address: 3559 LONNIE LN Area: PARADISE Owner: BADOUR, COURTNEY CAPN: 041-650-013 Applicant: STOUT CONSTRUCTIOPMap Page: Permit Type: Patio Cover/Cvd Pch Description: LATTICE COVER (740) Flood Zone: None SRA Area: Yes SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 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 Slab Until Above Signed Holdowns/Straps 122 ShearwalUB.W.P.-Interior 135 ShearwalUB.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 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 a Ins ection Type I 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 1 503 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: Pu is Works Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 1 801 jfZ .T- • o' --rruiect rium is a • cruucaie ui uccupancy iur kxesmennm umy) 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: 3559 LONNIE LN Owner: Permit NO: B07-0335 APN: 041-650-013 BADOUR, COURTNEY C & KAIR Issued Date: 04/03/2007 By KEJ Permit type: MISCELLANEOUS 3559 LONNIE LN Subtype: Patio Cover/Cvd Pch PARADISE, CA 95969 Expiration Date: 04/02/2008 Description: LATTICE COVER (740) Occupancy: Zoning: Contractor Applicant: Square Footage: STOUT CONSTRUCTION STOUT CONSTRUCTION Building Garage Remdl/Addn 6040 HORNBECK LN 6040 HORNBECK LN ANDERSON, CA 96007 ANDERSON, CA 96007 (530)365-1702 (530)365-1702 Other Porch/Patio Total 740 740 FEE INFORMATION DBMSC Patio Cover/Covered Porc $260.00 DBSMIP Residential $1.18 Total Charged: $261.18 Fees Paid: $261.18 Balance Due: $0.00 Receipt No: B1919 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 Contractors 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 license pursuant to the provisions of the Contractors 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 X04/03/2007 basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not than five hundred dollars penalty more ($500]; Please check one of the following: ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Contractors Si Date� A (� RS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: Law does not apply to an owner of the property, who builds or improves thereon, and who does I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR the work himself or herself or through his or her own employees, provided that such improvements 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.). HA I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 3700 of the Labor Code, for the performance of the work for which this permit is issued. MI M . Workers' Compensation insurance carrier and number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves policy thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund policy Number. 1785302 Exp. Date:07/0112007 Contractors License Law.). (This section need not be competed if the permit is or one hundred dollars ($100) or less. ❑IAM 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 04/03/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 04/03/2007 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 Signa re Date WARN AILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE 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 HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out oof, or in any way connected with ,o the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized act on the props owners be at ---, b ,V:r, 04/03/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for erne a[SIGN] Print — Date the performance of the.work for which this permit is issued. (3097 civ. code) Owner Contractor OR E]Agent for Owner Agent for Contractor FILE COPY Lenders Address City State zip IL re BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name First N Mailing Address Cit at 0 4_0 Phone Fax E-mail Name CONTRACTOR Name VT Cdv\.- Address 0 4_0 City d State Zip CO Phone 9 +_ 2-7Z,2 l Fax 3 jGC) Z E-mail Lic. # a c� c1--� Class Name ARCHITECT/ENGINEER Address L City tat Zip Phone Fax E-mail State License Number PERMIT NO. PROJECT LOCATION API Property Address 3 I L•er� ; e n City q� � 9 WORKER'S COMPENSATION Policy Number .1 ��30 Carrier v� If hiring anyone other than license contractors, a ce ificate 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 use): fFor office use only: Flood Zore—� I SRA YES No j Occ.� Type Const. APPLICANT INFORMATION Name �. Address City State Zip Phone Fax Email PERMIT NO. PROJECT LOCATION API Property Address 3 I L•er� ; e n City q� � 9 WORKER'S COMPENSATION Policy Number .1 ��30 Carrier v� If hiring anyone other than license contractors, a ce ificate 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 use): fFor office use only: Flood Zore—� I SRA YES No j Occ.� Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center. Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 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/codesibutteco/ Reference Number: B07-0335 Location: 3559 LONNIE LN Parcel Number: 041-650-013 Date: 02/21/2007 Owner Name: BADOUR, COURTNEY C & KAREN Phone: Description: LATTICE COVER (740) Signature of Property Owner: Date: 02/21/2007 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0335 Job Address: 3559 LONNIE LN Contractor: STOUT CONSTRUCTION 6040 HORNBECK LN ANDERSON, CA 96007 Printed: 02/21/2007 3:36 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBMSC Patio Cover/Covered Porc 0010-440001-4210500-1010 $260.00 02/21/2007 $260.00 DBSMIP Residential 1001-0-280-1011298 $1.18 02/21/2007 $1.18 Printed By: Kourtni Graham At the time of permit application, I was advised the above checking process. Signature: 261.18 $261.18 Balance Due: $0.00 required prior to issuance of the permit. These fees may change during the plan Date: 02/21/2007 Pursuant to Governmef t code Se on 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of appro 1 of t roject or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works , 40- J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION o Storm Water Managment Program 0 7 County Center Drive i 0 Oroville, CA 75965 0 _.a (530) 538-7266 Telephone 1 (530) 538-7171 Fax Lic www.buttecounty-net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment I [LESS THAN 1 ACRE 1 0 0 0 O 0 Reference Number: B07-0335 Date: 02/21/2007 Location: 3559 LONNIE LN By: KCG Parcel Number: 041-650-013 Sub Type: Patio Cover/Cvd Pch Owner Name: BADOUR, COURTNEY C & KAREN Phone: Description: LATTICE COVER (740) 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: a� FILE Date: 02/21/2007 Putnam Engineering 3441 Ivylink Place • Lynchburg, VA 24503 May 16, 2006 Chuck Tomasi Amerimax Building Products 946 North Market Blvd. Sacramento, CA 95834 Dear Chuck: The purpose of this letter is to delineate some important typographical errors in ICBO ES Evaluation Report 2621 P. In several details the report refers to Tables 8.3 and 8.4. These do not exist and should be Table 6.3 and 6.4, respectively. In addition some of the columns of those tables are also misrepresented. I am the former Engineering Manager of Amerimax Building Products and I was the person who made these errors even though Ray Tucker was in responsible charge of the report. The full list of Details is: Detail AX: Table 6.3, Column H Table 6.4 Column N Detail BC Table 6.3 Column J Table 6.4 Column N Page 3 of 4 Detail L23 (AN is a typo) Table 6.3 Column H Table 6.4 Column N For #14 Sheet Metal Screws instead of 3/8" bolts Detail AX: Table 6.3, Column G Table 6.4 Column O Detail BC Table 6.3 Column I Table 6.4 Column O Page 3 of 4 Detail 123 (AN is a typo) ' Table 6.3 Column G Table 6.4 Column O Please contact me at (434) 384-2514 or at utnam adel hiamet if you have any further questions. Sincerely, 10 c ,•uv C r 15q d EXp Carl Putnam, P.E. rov d� CoW BUTTE SrA1FOF�p� COUNTY FEB 2 12007 U EViLOPMENT SERVICES AI . . . . . . . . . . . . . . . . . . . . . . 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) 538-7785 Facsimile www. b u tte c o n n ty. n etld d s www.buttegeneralplan.net REQUIRED SWIMMING POOL SAFETY UPGRADES (EFFECTIVE JANUARY 1, 2007) TO: All Single Family Residential Remodel and Modification Permit Applicants FROM: Scott Rutherford Manager, Building Division RE: Correction of Pool & Spa Hazards, Assembly Bill 2977 (Mullin) Chapter 478, Statutes of 2006 California Health.and Safety Code Section 115928 DATE: February 28, 2007 To eliminate safety hazards on existing pools and spas, Assembly Bill 2977 (Chapter 478, Statutes of 2006), effective January 1, 2007, requires the installation of pool anti -entrapment covers whenever a building permit is issued for the remodel or modification of a single family home. The permit shall require that the suction outlet of the existing swimming pool, toddler pool, or spa be upgraded so as to be equipped with an anti -entrapment cover meeting current standards of the American Society for Testing and Materials (ASTM) or the American Society of Mechanical Engineers (ASME), ASME/ANSI Standard A 11219.8. DECLARATION cr The property located at UA if _has: (Check all that apply) a swimming pool ❑ a spa ❑ a wading /toddler pool ❑ does not have a swimming pool, spa, or wading/toddler pool If there is an existing swimming pool, spa, or wading/toddler pool, I understand that a pool anti -entrapment device is required at the above address in conjunction with my permit. I also understand that if a pool anti -entrapment device is required, the completed Installation Certification below must be received by the building inspector at final inspection. Please note that permits cannot receive final inspection approval without this certification. I acknowledge that I have read and understand the requirements of AB 2977 and that the above is true and correct Signature Print Name Relationship to Project (please check one): ❑ Owner ❑ Agent for Owner ❑ Licensed Contractor Date ❑ Agent for Licensed Contractor Company Name Contractor's State License Number INSTALLATION CERTIFICATION For the property located at I hereby certify that an anti -entrapment cover meeting the current standards of the American Society for Testing and Materials, or the American Society of Mechanical Engineers is installed in the ❑ swimming pool ❑ spa ❑ wading /toddler pool Signature Print Name Relationship to Project (please check one): ❑ Owner ❑ Agent for Owner ❑ Licensed Contractor ❑ Other: Date ❑ Agent for Licensed Contractor If "Licensed Contractor" or "Agent for Licensed Contractor" is checked, please complete the following: Company Name Contractor's State License Number K:Forms/Building Forms/Swimming Pool Affidavit Anti -Entrapment Updated: 2128/2007 Excerpt from California Health and Safety Code - Section 115928 "115928(d) Whenever a building permit is issued for the remodel or modification of a single family home with an existing swimming pool, toddler pool, or spa, the permit shall require that the suction outlet of the existing swimming pool, toddler pool, or spa be upgraded so as to be equipped with an anti -entrapment cover meeting current standards of the American Society for Testing and Materials (ASTM) or the American Society of Mechanical Engineers (ASME)." To view the entire code, please visit: California Health and Safety Code. http//www.leginfo.ca,gov/calaw.htnil K:Forms/Building Forms/Swimming Pool Affidavit Anti -Entrapment Updated: 2/28/2007 r EA�6 'Lt STH MAX A I Sr CB ro F Sr /F17 D 'LI CA/Er- SOPPo¢r-15M De WALL. 1 SEE 771.8LS. PATio toVE2l50NRMP-1 AT7Pr-wl:.=. to L6 --R 250kw V DF I /}nlytF — — — SE.DLZ vgdE B2iC.l:er - - 4.' h1ST'PLy-�1r10A.� rte 41 eG WALL Lec�62-MA4 L 1' 14AVE ALvM I 1 -4LL cove 12 IM_11+ N"T" S. C3/rr%�i:l�'•I'IWS PLA LG °SIKAGLbLrC(�SIMILR(L Mwr-4�LJ PL d121'1J CZ�N BRAsltli� M0:1ox 3:4°W,s. f Rood Nr„ ro PrLwlae 31611 C.QAL FAL. 010 � 6¢AGX9T• (7YP) o \ OPTIDQAL o o O VPL&jA BD JG J t EAJa Sus -ALLA T1 o1v ' L Ro.A so IJOTf'. SF. BQACKe• IS QLAL.Q.D Sul -1♦• VAIs. IT IS �01QCLTL•`•1•L'� IDG WALL- "TRE- A/AJVP L1.1'x'1 i o0 '[iwCN,►7CP ) sP'ru N.1 o 20' . 30 Ibl' S3'6" " 1 -Zi 2lLlldf'G�� IOtt ZMI 35�-4U 'll-sd' I5S-31I! 11A'-ldt N911 17=101 10:24.7;9 oi51-11n 71tIS tS APPL1[A&.> Fol pp�,BTA1L'I •:-I-IFSSurN1k`� � T2ueS/ EA VE, n1 I XZ I'v, x Y I. O ASM �F3 to. E3FP j r Snesrmi t A -i Al j.6i Bay+ Ker a -r.51 0,T51 Live Load on Cover (pen Refter. Spacing (in) Eave Length (In) Bracket @ 48' C.C. Brecket @ 24" c.o.1 Bracket @ 16" c.c. See Detail 1 or 2 _ See Dstsll_1-or-2 See Detail 1 or 2 2x4 Eeve 2x8 Eav� 2x4 Eave 2x6 Eave 2x4 Eave 2x8 Eave 10 16 12 13'-0' 17'-10° N/A N/A 38'-10" 53'-6° 16 9'-10" 17'-10" N/A N/A 29'-8" 53'-8" 24 : 6'-1' 17'-9° N/A— , N/A 18'•3" #0712 12 12'-8' Ir -10- r 25'-0" 4 ' 35'-B° N/A 531-4" N/A r--� 24 [3}y N/A 24 6'-1' 17'•9' 111-3' 34'-8" N/A '' W000 SGKL7-aS Z 1".••N FL— GONroL O►toago ra May" 12 1p „ , ,k A" .0 y� 1 A4d LP- 51CA-CK� or' I¢ art m ^O� 32'•3" 16 51•9" 10'•9° N/A N/A 17'-3" I'IMlgl M= -j 24 3'-4" 10'-4" N/A N/A 10'-2" 31'•2° 3 wo n3 -c UNTL¢ of �, � N/A z Lr✓-0Cr3o 1 we��arr6 or. 4 30 so IJOTf'. SF. BQACKe• IS QLAL.Q.D Sul -1♦• VAIs. IT IS �01QCLTL•`•1•L'� IDG WALL- "TRE- A/AJVP L1.1'x'1 i o0 '[iwCN,►7CP ) sP'ru N.1 o 20' . 30 Ibl' S3'6" " 1 -Zi 2lLlldf'G�� IOtt ZMI 35�-4U 'll-sd' I5S-31I! 11A'-ldt N911 17=101 10:24.7;9 oi51-11n 71tIS tS APPL1[A&.> Fol pp�,BTA1L'I •:-I-IFSSurN1k`� � T2ueS/ EA VE, n1 I XZ I'v, x Y I. O ASM �F3 to. E3FP j r Snesrmi t A -i Al j.6i Bay+ Ker a -r.51 0,T51 Live Load on Cover (pen Refter. Spacing (in) Eave Length (In) Bracket @ 48' C.C. Brecket @ 24" c.o.1 Bracket @ 16" c.c. See Detail 1 or 2 _ See Dstsll_1-or-2 See Detail 1 or 2 2x4 Eeve 2x8 Eav� 2x4 Eave 2x6 Eave 2x4 Eave 2x8 Eave 10 16 12 13'-0' 17'-10° N/A N/A 38'-10" 53'-6° 16 9'-10" 17'-10" N/A N/A 29'-8" 53'-8" 24 : 6'-1' 17'-9° N/A— , N/A 18'•3" #0712 12 12'-8' Ir -10- r 25'-0" 4 ' 35'-B° N/A 531-4" N/A r--� 24 16 9'-7" 17'-10" '19'-2° 35'-8" N/A N/A 24 6'-1' 17'•9' 111-3' 34'-8" N/A N/A 20 161 12 7'-6" 10'-91 N/A N/A 22'-8" 32'•3" 16 51•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" 10'-0" 14'-3" 21'•5° N/A N/A 16 51•8" 10'-9° 1 111•01 21'-5" N/A N/A 24 T-0" 10'-0" 1 6'-0" 20'-0" N/A N/A 30 16 12 5'-2" 7'-8" N/A N/A 15'•8" 22-11° 16 4'-0" 7'•8° N/A N/A 11'-11° 22'-11" 7'•2" WA N/A 61-8" 21'•8" 24 - 12 4'-9" 7'-e" W-7" 15'-3" N/A N/A 18 3'•B° 7'•8' 7'-5" 15'•3' N/A N/A 24 1'-10°' 6'-10"' 3'-8° 13'-8" N/A N/A Notes: ' ET OJer 1Ana-o-L4J 1 Design Loads: Patio Cover LL= •10, 20, o0l) psf, Patio Cover DL=5 psf y o PSF Eave LL - 20 psf (30 p9n Eave DL =10 psf Wind: 80 mph (per`260.1,ek'= Appx 31, DIV III) Seismic: Zone 4 (Srte=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 '?MjfiBC, Appx 31, Div III. 3) The "Maximum Distance' value shown In the tables are based on _ the copcity of the ledger/bracket connection or the save member strength, and does not Increase the allowable span of the roof panel or decking shown on the patio cover/eunroom plan. Icn�S 6-2$-M - kwan ono#16F Lliwnioa - BkRcKerr 0121217-H AIt.YL STn Da=TA1L ram PA•1'10 Lona SJPPO KAT' @, Exlann�ta �s�vtc Stour Lc/.�srrru�noN (0010 K09N SEC -K W. 0&-1&Z REV L-iv�anvccnuva, . 9648 GF(EENBACK LANE, #206L7 SIZE u/A I FSCM, N0. DWG N0. O�fTJGEVALE, CA 95662 916'-987-045.1 SCALE fJo&e 3 -14j -oro a 7 v 9 �3 BU•i••001 ,OUNTY BUTTE COUNTY ::12007 BUILDING DIVISION r �� APP ®VED SERVICES -S,1-7/ 7 jP, 0&-1&Z REV . L � ��c i�•acwT��vo�� o ��' Fb�. �.4T� ® e.�r erg, o f. o n` tsm s1&* c-r*f" 1 Nome A*3 o SPX �1� �i�l 1100 ®a. oto f"fiP D 3 P$ I Petmo 4WAr MA.. = ari Psi f f4&v.,) Lm^V - LL = Zo MPP SAJ8 a 10 F%F w1 ao ; 8o Mpg PA;W) a rsp a SaAy-K ar • d=MCAV- C° A/4aG em ®LA, ME x �01� �PItI�IR.Ti z 36SICY.1-SYM 570 of BOAX44W rot.�oa cow •4 . v A -A Tbn%L.. L.OAC ra BW*C term Ste, MA% OPU Fr LAO* fa SaftXW a S -JO `L BrtA"D f S 8",c e x 1%44 x 3/ d" 6"SL f Vw Awa la3�z.,+►�.tccf rpZmw cnvie �* 8�As.,c�T ro �itF'ft� • Sa+�a.uuat M L'tcAgv . sus CP3(0*- C.tZj'Mi.. BOJ% '15 M cwt TDT*L. Lo wo TD SPkgff r s S 3,fr ` MA% OFU , 6o*o rp sam�—Llc = O* KL�r t� 1 X -X IY&X • AAM BR/tNl4T SW=" l6 LPA t)QL.11� 1` U.L S� 1� 3y ' 32 4.11 33 a ZI'- 1. J7'-01' :22.'- f ' 151.3 jr cm AQSd7y. PM4 y Engineering, U 2160 80 AV*-, #146 8aCrM�► CA gm �a e . ��t� �'2 �F� �v�g5 P31 �� �7���,COo3�s ��� P�1 �dfr�•�e��+ MALL s 7rS&ow3e/V23)/1Z r cr = 20.0 04- K-1 0�) a 33-3eCIP* �9 Ve�i'1 oas.S MMc ®SIX MAS,ftY3 043� 4VPA94ri ®F OA/M P w = ( VA,4 a SP) (fi«®I- LL *04 �A$ t.A�ls. Sp (Aooi' LL +043 Ps (sa -SP)( a)(LL.a 04 Le JaAL . ~' /g® L�„�c r = ' �" , (moi . f LX j-1�� 3 z a .t t�t"'er t0 • J00 sox g w too �.w 3 �91gT M� 8ecrwnefft CA 91 w -g - F-%Mwg / { V �:.:�, _ md,guprort� e vvav 1 .hoe Load ReW cc" tare "C.G. Bras4cet� 24' o.C. eracOc�"� 18• CC. m Cwer Spedng t ano . Seep Data 1 ml— See Detell i 1. or 2 (POO 2x4 Eivve 2)8 Eave 4 Eave 2x6 t±ave 2x4 Ear 2x6 Ear . 10 18 12 13'-0" 17=10' NIA MA— is IIA 16 -10' 1i' -10P WA WA 2944 24 8'-10 1 r WA N!A 18' f53`-4• 24 12 ' lr4r 1 2W -W 38•--�" A. N/A 18 9'-r Ir—lo' 19'•2' WOW A NIA 24 8'-1' 17' 34'-8' A NIA. 20 18 12 r4' 10'-W 18 [f JW4r NIA . NIA iP 3 - 24 3'-4• '10'-4• Nllt WA 2412 r.-2• 10'-9" 14'-r 1'-I�' A • A 18 24 3=0P' 19-0" 8'-0" 200 NIA N!A 30 i8 12 6'•2' 7`-8' A A IV - .18 44rNWIA NIA i1=11" 2T-11" 24 2`2' r -r wA NIA 21'•8' 24 ' 1 4'-W, ir.r WA .18 3'-8" T T-6' 1S W WA NIA 24 1',10' 8 =1 Tor 3'-8• WA - NIA I 0660 LOG(W. Palb Caves 4t-• 10, 20, or 30 pd, Palo trove* DL=S.Pd Es" LL, w 20 psf (30 pst) Eave DL r 10 pd WNok 80 rroph (per 1997 UBC - Appx 31, DIY III) Sakoft Zane 4 (SiE"N, Neal -3) Z)! Thew Detafh and Ta61es are intended for use wdtl: patb Covers i suMroorrw that ars MA old used per the N** nests of ths JOW LOC, Appx 31, DIV Ill. �) Ttw. o Dista(:oe" vaNas shown in the UA" are based an tmy qt the IedpeNbradc� CorxeeCBoti a the save mer:�ber als+egth, and doss not hicrsass the allowable span of #0 mcf PwA or deddng shoam on the pato covwr/suivoo o PWL - Jolt; TH /9 i 3 R s c.klipt�lr' • Ste.1"AeuRI - NOl W CAPRI H "a .NL 6&1 p. g , Wk* Ogbom L.P. 2180 Bel Av644145 Sacramwft CA OM ,TABLE JIMAXIMUNLOMM rjj I i". 11 I'i I !I tvl W., #1; :4 - T C I U 0 j �� ptawl I'm 1� WIM" MU ATA MoLk-11A WIAWA Ski --12-11j. Mikilv" - - - UM �Y lei 24 VA - 1: 1 WA r. 7,so=affmonm Lr -v - m Awt #ua b@UWWd& CA ad" Mom i i • r lalir TT LF, 1.26 1.93 126 1.93 818.E 886.48 (� 332.60 416.83 442.23 334A8 ' 418.70 446.60 33 80.00 � 1120.00 1191.88 El sGMW No* wh«. Ama to w.• w — mpm* Is lk Od by WWW SNNWe * GNPN - Ir r Efokmft n� • sacw CA OW .':. ,1 T' ., r • M� arke!Q1 PIE e. N TT 1 Y�: `. y 1 1 1 Mill• pop s.:.r1-1 � . . . . . . 1.26 1.93 126 1.93 818.E 886.48 (� 332.60 416.83 442.23 334A8 ' 418.70 446.60 33 80.00 � 1120.00 1191.88 El sGMW No* wh«. Ama to w.• w — mpm* Is lk Od by WWW SNNWe * GNPN - Ir r Efokmft n� • sacw CA OW .':. ,1 T' ., r • M� arke!Q1 PIE e. N EFT-PAMU • Y�: `. y 1 1 1 Mill• s.:.r1-1 � ♦. .' 1 1 1, 1 1 1 JiL 1 j I' •:r 1 1 �, 1 11.1 �' .i li 'A::• Ii 1 milli 1.26 1.93 126 1.93 818.E 886.48 (� 332.60 416.83 442.23 334A8 ' 418.70 446.60 33 80.00 � 1120.00 1191.88 El sGMW No* wh«. Ama to w.• w — mpm* Is lk Od by WWW SNNWe * GNPN - Ir r Efokmft n� • sacw CA OW .':. ,1 T' • e. N EFT-PAMU • Y�: `. y 1 1 1 s.:.r1-1 � ♦. .' 1 1 1, 1 1 1 JiL 1 j I' •:r 1 1 �, 1 11.1 11 - 1.26 1.93 126 1.93 818.E 886.48 (� 332.60 416.83 442.23 334A8 ' 418.70 446.60 33 80.00 � 1120.00 1191.88 El sGMW No* wh«. Ama to w.• w — mpm* Is lk Od by WWW SNNWe * GNPN - Ir r Efokmft n� • sacw CA OW .':. ,1 T' miry.. s.:.r1-1 � ♦. .' 1 1 1, 1 1 1 1.26 1.93 126 1.93 818.E 886.48 (� 332.60 416.83 442.23 334A8 ' 418.70 446.60 33 80.00 � 1120.00 1191.88 El sGMW No* wh«. Ama to w.• w — mpm* Is lk Od by WWW SNNWe * GNPN - Ir r Efokmft n� • sacw CA OW ►ELL 1: MAX 4$ _ BRACKET v`r-1�1 i ao no IENOTN 10 PS DIST 1 • RAFM $PACM 26.67 w PL.F LOAD To MAX OW ToNEXr • RAFTER OPAiCM M.G4 s LOAD NEXr (MQCHES) M 77611 782.92 •736.25 ROOF � R sv�FORT M ( DEFL _ t ) 538.00 tw.� tom) 596.00 10.7'. 3731.27 520.00 mom.�. s 500.00 10.01 1 Elm 12.97 NO 3 11 3.' 16 38007 296.5 968.77 296.26 5.57 362.29 28788 95892 287.3 9.58 24 382.29 152.68 912.48 182.68 8.09 335.83 • 1N Ski 8M.48 16935 585 4d *BRACKET [S) 18 24 ON ON R ■ w 1 i.. • TO USE =A1i 6. TO NEXT ROOF 17.87 17.76 6.00 IS w W.F Ire O NEXT 3tiPPORT 17.87 17 M 77611 782.92 •736.25 () 813.33 620.00 (! 3915.72 3751.27 • • 822.22 533.39 ([3EFL) 1 X1 3527.'J:5:33.0303 1. 762.92 $13.93 3616.72 538.00 10.12 738.25 00000 9797.94 596.00 10.7'. 3731.27 520.00 mom.�. .25 500.00 12.40 500.00 10.01 Elm It 4d *BRACKET [S) 18 24 ON ON R ■ w 1 i.. • TO USE =A1i 6. TO NEXT ROOF 17.87 17.76 6.00 IS w W.F TO uSE 53600 O NEXT 3tiPPORT 17.87 17 M 77611 782.92 •736.25 () 813.33 620.00 (! 3915.72 3751.27 M MAO 76292 822.22 533.39 ([3EFL) 1 X1 3527.'J:5:33.0303 1. �.ENdTH (mss) 16 24 29 92 o2d Ad DE f1.5 1.33 �g 1,26 1.33 516.25 888.49 V(81)332.60 41583 442.23 • .85 418.70 445.50 698A0 1120.00 119180 warn 334 Ea- 33275000 Nod: Whom toad w ume b $388- b t1�rYbd by bado�t a cspac5)r• S L.P. 2150 8d Ave, se Sw neift CA 96899 ON ME 40 PLF M (DEFta Lwu- TO USE MAX NEXT OZ SMOF 24 aiWMSPACM 60 w tF (M) !E? LOAD W 1 1 ' 762.92 $13.93 3616.72 538.00 10.12 738.25 00000 9797.94 596.00 10.7'. 3731.27 520.00 10.40 .25 500.00 12.40 500.00 10.01 29 92 o2d Ad DE f1.5 1.33 �g 1,26 1.33 516.25 888.49 V(81)332.60 41583 442.23 • .85 418.70 445.50 698A0 1120.00 119180 warn 334 Ea- 33275000 Nod: Whom toad w ume b $388- b t1�rYbd by bado�t a cspac5)r• S L.P. 2150 8d Ave, se Sw neift CA 96899 Q 2j&t 5mor ` TA LE ,1: Aal 16 = BRACKET 10 a BRACKET SPACNGPX*M) j 1 'i i R r .l �'• •' •T•: I .� 7 . _•' r: r • "r� TTS 1 -1T: �� i • • is �!.� 'KT ,[•'`? • r 1 :yam -:r t T. T,3c 'i -rte ; 06, 1 1 1.. 10 a BRACKET SPACNGPX*M) j 1 'i i R r .l �'• •' •T•: �" 1'll VOID 1:�1 IT • r, r 1 y�. D 06, 1 1 1.. W 92 DE PASP 125 1.38 (BASIC) 1.25 1.99 V(M) 332AO 416.43 442.29 859.00 516.25 some WA 415.70 445.60 X5000 1120.00 1191AB El 867M -Noes: when •load b we is ow— apsoNs w &Yftd by wo" suedwom copa*. Ir" &Gklee ft LP. 2180 EM Avs.. #145 sactBmeeMO, CA 1'll VOID 1:�1 IT W 92 DE PASP 125 1.38 (BASIC) 1.25 1.99 V(M) 332AO 416.43 442.29 859.00 516.25 some WA 415.70 445.60 X5000 1120.00 1191AB El 867M -Noes: when •load b we is ow— apsoNs w &Yftd by wo" suedwom copa*. Ir" &Gklee ft LP. 2180 EM Avs.. #145 sactBmeeMO, CA CV! TO I Lwj..1 I 0 .1 I WC iQ Ao. 5167' jMT,.!.-f.kj M:T.T;*Ill = 17.9111 111-40I 3 BA31 274.M I Mwcnpwm%Ljil. 2150 Sol Ave., #146 tormnwdn CA � V I F,�TO R i Um v a e. t', Ly '1! ., -61, 1 0410L -A !#; thq7IT 1.0 TO . . . . . . . . . . Kf.23.11. 717777'- KIUDLJI-�� At Mw—,-klALXA 13 -OK 1111144; SQ .I 11 Kr 111 .. . . . . . . . . . . woft wokwas LF, 2150 00 AW.. 046 wnkL CA SM N i Title Page NEW FOOTING STRUCTURAL CALCULATIONS FOR THE ALUMWOOD SHADE STRUCTURE AT 3559 Lonnie Lane: Paradise, CA 95969 N (JITE: The manufactures generic footing calculations assumed the worst case UBC soil condition, which often leads to a conservatively oversized footing. The following calculations are for the sole purpose of sharpening the design of the new shade structure footings at the new posts. These calculations in in no way have verified the manufacturers structural calculations or design details for all of the shade structure and the support to the existing residence. CALCULATION VOLUMES Vol I: UBC, DL, LL, WIND & SEISMIC Vol II: FOUNDATION DESIGN CRITERIA: Seismic Zone= 3 Snow Load= 10 PSF CALCULATIONS FOR: Shade Structure Size: Trib Areas col # Area 1 90 sqft 2 160 sqft 3 160 sqft 4 90 sqft left side Side Overhangs= .1.1' Solid Roof= Yes NOTE: The shade footing was designed for the following design criteria Wind Speed= 80 MPH Roof Live Load= 5 PSF NOTE: This set of footing calculations covers the following shade structure size: 26.0' 54.0' loX t �Qw Rod F�� )use-_ ro• S 3.5' cc .49841 EV' >Q CIVIL OF right side Front Overhang= Lattice Roof= No N&I NOTE: Existing footings/stem wall will be used to support new awning columns, see next page. i 13U1"1'E 7 COUNTY FEB ? 12007 � BUTTE COU�Y BUILDING DIVISION n1 d�:iur�r SSERVICESS �. APPROVED -3h lo-, le. 4" conc slab Existing continuous , P Header per Manufacturers Calcs & Plans Manufacturers Calcs & Plans idard column base to stem wall with: 'embedment threaded rods w/ Simpson SET adhesive. ' See calcs for additional info Gunite Backfill NOTE: _� �� ' ��-=�T OG of bedrock Footings/Stem Wall is existing, see notes L&Q` on below for additional info square) Existing continuous footing (Footini7 for all Awning Columns) checked per these calcs USE OF EXISTING FOOTINGS Use of existing Stem Wall at the four new awning columns is allowed as described in these calculations. Per the home owner (an engineer) existing stem wall, as shown in the detail below, was recently poured a min of #4 @ 18"oc each way in stem wall.and is bearing on a lava cap 1 " ,(, I I cc I I I I / 1 I 11 b. 1 DL= 400 #/ft (8 stem wa {� f I 44 crj�T� C IV O� P�`�0�� F C Column: 1 2 3 4 Awning Column Trib Area: 90 sqft 160 sqft 160 sqft 90 sqft Awning Column Trib DL: 187 # 331 # 331 # 187 # Awning Column Trib LL: 902 # 1,596 # 1,596 # 902 # Awning Column Trib Wind Uplift: 642 # 1,136 # 1,136 # 642 # Stem Wall Hieght: 48.0" 48.0" 48.0" 48.0" Effective Ftg Length (assume 45deg load transfer): 92.0" 92.0" 92.0" 92.0" DL+LL Bearing: 213 psf 377 psf 377 psf 213 psf OK<4,000 psf Available Stem Wall DL: 5,878 # 5,878 # 5,878 # 5,878 # Net Wind Uplift to be Resisted by Wall: 530 # 937 # 937 # 530 # OK OK OK OK BEARING: Assuming the load is transferred from the awning column, through the concrete, to the soil at a 45 deg angle, a minimum conservative bearing area shown in the table above would be realized. soil bearing for all new awning columns OK. UPLIFT: The max uplift force requirement in these calculations for each new awning column is shown in the table above. The wall weight needed to counter the expected wind uplift force is also shown in the table above The existing wall under all new awning columns adequate for resisting wind uplift. Also, the wall is monolithically poured with #4@18" ea way, thus will act as one unit and is not even close to uplifting (30,000# total DL) under the total awning wind load (3,555#). I a s j V 4&�l 2 --It -3 /� '�- �� , � ` � �. .} s; ' �- � '�.,•. _ .. y )_� '.� i �i v.I� � r � ` j ... t � t �: I , ' � ` .. _� � 5. _• re �� - ' e - � � � 1�1, +t'_ t �, �}��� .. i ,` q i .�',;....,�1 " *K �''�.r. � .'h , UBC Vol I: UBC, DL, LL, WIND & SEISMIC NEW FOOTING STRUCTURAL CALCULATIONS FOR THE ALUMWOOD SHADE STRUCTURE AT 3559 Lonnie Lane: Paradise, CA 95969 The manufactures generic footing calculations assumed the worst case UBC soil condition, which often leads to a conservatively oversized footing. The following calculations are for the sole purpose of sharpening the design of the new shade structure footings at the new posts. These calculations in in no way have verified the manufacturers structural calculations or design details for all of the shade structure and the support to the existing residence. CALCULATION VOLUMES Vol I: UBC, DL, LL, WIND & SEISMIC Vol II: FOUNDATION Vol III: ALT CONNECTION DESIGN CRITERIA ROOF LIVE LOAD S PSF UBC 1607.4 & Table 16-C Frame Trib Area= 276 sqft Foof Pitch= 0.4 : 12, If less 200sgft, Roof slopes un roof slope colic PG 1 OF 5 SNOW LOAD 10 PSF Snow load criteria with building official (Butte County, Paradise: valley level, not ridge ) NOTE: Per UBC 1614, for snow load over 20psf you can reduce by S/40-0.5= psf for every deg. of roof pitch over 20. (S=snow load) WIND LOAD 80 MPH SEISMIC ZONE .3 CONCRETE Concrete Strength: Reinforcement Strength: F'c= 2,500 psi Fy= 40,000 psi SOIL Ultimate Design: ACI 9.2 EQ= 0.9 DL +/- 1.4 EQ WIND= 0.9 DL +/- 1.3 W DL+LL= 1.4 DL + 1.7 LL NOTES: (1) No stress increases allowed (2) Snow loads of 30psf or less do not need to be combined with seismic Soil Bearing: UBC Table 18-1-A: NOTE: Per soil site information from home owner (an Engineer), Class 1 soil (bedrock) exists at the site (see attached sketch from home owner). allowable bearing (DL or LL)= 4,000 psf allowable bearing (wind/seismic)= 5,333 psf Min Footing Width= 12" Min Footing Depth Below Adj Grade= 12" Coeffecient of Friction= 0.25 Passive Soil Pressure= 1,200 psf/ft Page 3 UBC WIND FORCES UBC WIND PRESSURE PG2OF5 (ten -din w/ buildings, forest, & other surface irregularities for 1 mi) MAX ROOF HEIGHT = 15.0.ft EXPOSURE= B WIND AREA= 80 MPH METHOD= 2 H< 200' projected area method (UBC 1619.3) P=Design Wind Pressure=Ce*Cq*qs*I: Ce (20'-25')= 0.72 Ce (20'-15')= 0.67 Ce (15'-0')= 0.62 Cq= 1.3 4-Horiz Cy 0.7 4 Vert (upward) qs 16.4 Horizontal Vertical I= 1 Height (25'-20')= 15.35 psf 8.27 psf Height (15-20')= 14.28 psf 7.69 psf Height (0'-15')= 13.22 psf 7.12 psf + WIND ANALYSIS I + 7.1 PSF. Method 2 1-► 13.2 PSF I (3.8 deg (0'.15') 9.0' Existing House Frame Width= Frame Length= Horizontal Wind Forces: height Full Width:One Trib LengthCovered Roof: 0.5' Column: 8.5' Vertical Wind Forces: ELEVATION 17.3' 9.3' 5� \\ Closed Section 8.4� r Open Section Max Trib Area= 159.56 sgft width, rep ssure force 9.3' 13.2 psf - 65.2 # 0.7' 13.2 psf 75.0 # TOTAL= 0.14 kips LenjZth widthrep ssure force Trib to Column: 9.3' 17.3' 7.1 psf 1,135.7 # TOTAL= 1.14 kips Amount of opening (Lattice Roof)= 0 % NOTE: Solid Roof Used 11 Page 4 t UBC SEISMIC FORCES UBC SEISMIC FORMULAS ZONE= 3 (UBC figure 16-2) Z= 0.3 (UBC table 16-1) I= 1 (UBC table 16-K), occupancy category 4 CV= 0.84 (UBC table 16-R: SE soil profile type: table 16-1) CA= 0,36 (UBC table 16-Q: SE soil profile type: table 16-J) T= 0.10 sec Ct= 0.02 hn 9' S= (SE soil type -table 16-J) R= 2.9 . (Table 16-P, Non -building Structures, all other self supporting structures) UBC Section 1630.2.1 V=[ICv/TR]W = 2.787W (UBC 30-4) But, need not exceed: V=2.5[ICA/R]W= 0.310W (UBC30-5)!CONTROLS! But, shall not be less than: V=0.11[ICA]W= 0.040W (UBC 30-6) UBC Section 1634.5 (Other Non -building Structures) But, shall not be less than: V=0.56[ICA]W = 0.202W (UBC 30-6) PG3OF5 SEISMIC FORCES Total Deadload (max one trib length)= 331 # Total Snow (max col trib area)= 0 # UBC 1630.1.1.3: Include weight of snow is seismic force calculation for Controlling UBC Base Shear DL Facto-0.31OW snow loads over 30psf (may be reduced by 75% if approved bt B.O.) BASE SHEAR (full width: one trib length)= 103 # = 0.10 kips Page 5 t � �•� .ate, Y 6l. Y Aw3 Yl r , } Im, . .1� • k •. aVr 1 t . T�u .57 .i '•i aah^h�lr r� . r sJ3 ti vi •. ..,.. ,..... .. ......., - '.�.Y a _. { '� - DEAD LOADS SHADE LAYOUT 8 K 17.25' (typ frame spacing) Columns (typ) UBC —.;-- 2.50' (typ front overhang) 8.0�� 13' (typ end overhang) ROOF 16.01' 0.4"/ft =Roof Slope Roof PG4OF5 I i i �I` 0.08' Exist House 9.00' 16.00' 8.55' Number of Columns= 4 13.50' ----- ------------------------------- ---------- Max Col Trib Length= 17.25' Max Col Trib Width= 9.25' 16.00' Max Frame Area= 276.00 sgft*—NOTE: not trib area SHADE PLAN SHADE ELEVATION MEMBER DEAD LOADS (one frame only) Denisty of Alum plus coating= 3.0 psi/ft HEADER (2 x 8 x 0.032) weight= 1.92 plf Area= 0.640 in^2 Trib Len Weight 17.25' 33 # total= 33 # COLUMN (2 x 8 x 0.032) weight= 1.92 plf Height Weigh Column 8.55' 16# total= 16 # RAFTERS (2 x 6 x 0.032) weight= 1.54 plf Area= 0.512 in^2 Length Quanti Weight Sloped Portion 16.01' g 221 # total= 221 # ROOF weight= 1.00 psf SOLID ROOF! Len Width Weight 17.25' 16.01' 276 # Total= 276 # MISC (bolts & connectors) Total= 25 # TOTAL DEADLOAD (trib only)= 572 # DEADLOAD/SQFT of AREA= 2.07 #/sgft Page 6 • yv yl r �.• s if f, Ma y y • i . - � t Vii•`, , ' r R• r Y • i ' T � UBC 'LIVE LOADS PG 5 OF 5 ROOF SNOW LOAD Weight= 10.00 psf 0.25 psf/deg =Snow Load Reduction Snow Load Reduction (over 20psf snow load & 20deg pitch only)-- 0.00 psf Weigh Length Width Weight Trib to Column: 10.00 psf 17.25'. 9.25' 1596 # Total= 1,596 # !CONTROLS! ROOF LIVE LOAD Weight= 5.00 psf Wei ht Length Width Weight Trib to Column: 5.00 psf 17.25' 9.25' 798 # Total= 798 # Page 7 Ado Y•i at �•.'�r �1 Vit- __ OI , vryi ni•.1-, , �wh r14 r i . =tom ' �y� is , „�•. �'� ate-• .� ;�, msµ• ti� � « !!-• Vol II: FOUNDATION NEW FOOTING STRUCTURAL CALCULATIONS FOR THE ALUMWOOD SHADE STRUCTURE AT 3559 Lonnie Lane: Paradise, CA 95969 manufactures generic footing calculations assumed the worst case UBC soil condition, which often leads to a conservatively footing. The following calculations are for the sole purpose of sharpening the design of the new shade structure at the new posts. These calculations in in no way have verified the manufacturers structural calculations or design etails for all of the shade structure and the support to the existing residence. CALCULATION VOLUMES Vol I: UBC, DL, LL, WIND & SEISMIC Vol II: FOUNDATION Vol III: ALT CONNECTION CONCRETE DESIGN Concrete Strength: F'c= 2,500 psi Reinforcement Strength: Fy= 40,000 psi Ultimate Design: ACI 9.2 EQ= 0.9 DL- +/- 1.4 EQ WIND= 0.9 DL +/- 1.3 W DL+LL= 1.4 DL + 1.7 LL Phi Factors: ACI 9.3.2.2 phi (flexure)= 0.90 phi (shear)= 0.85 phi (bearing)= 0.85 SOIL DESIGN PG 1 OF 3 �vROG M 964 70 CrdI%- OF CA Soil Bearing: UBC Table 18-1-A: NOTE: Per soil site information from home owner (an Engineer), Class 1 soil (bedrock). exists at the site (see attached sketch from home owner). allowable bearing (DL or LL)= 4,000 psf allowable bearing (wind/seismic)= 5,333 psf Min Footing Width= 12" Min Footing Depth Below Adj Grade= 12" Coeffecient of Friction= 0.25 Passive Soil Pressure= 1,200 psf/ft NEW FOOTING —► LOADS (trib to column only) PDL= 331 # PLL= 1,596 # PDL+LL= 1,926 # PG2OF3 PWIND/SEISMIC— 1,136 #* Max Downward PWIND/SEISMIC= 1136 # F- Max Upward VWIND/SEISMIC= 140 # * Max Shear -► BEARING Column size: a,= 8.0" . bc= 8.0" Min Size of Footing (Req'd by Soil Bearing): af= 0.67' bf= 2.00' Column Soil Bearing (DL+LL)= 1,445 psf OK < Allowable Soil Bearing Soil Bearing (DL+W or S)= 1,100 psf OK < Allowable Soil Bearing Pult(DL+Wind)= 1,774 # i 4,000 psf =Allowable sail bearing per UBC Pult(DL+LL)= 3,176 # 0.25 =Coeff of friction per UBC Pult(max)= 3,176dmin= 44.63" 1200psf =passive soil resistance/foot per UBC #3 gues (equiv Fluid) 3" clr V 048" =Footing Thickness Soil Bearing(ult)= 2,382 psi L I Passive Soil Resistance Friction Soil Resistance -► LATERAL & UPLIFT Total DL (footing)= 1,131# < maxuplift NG 4 -See "use of existing ftg" notes on first page Resisting Soil Friction Force= Resisting Passive Soil Force= Total Resisting Lateral Soil Force= -� CONCRETE l'E Check Two -Way Shear (Punching): bo= 210.50" Ult Shear af at Vu(critical section)= -42,628 # Shear Capacity of Concrete phi*Vc= 1,596,906 *E OK phi*Vc>Vu ACI 11-36: Vc=(2+4/Bc)(f`e0.5)(Bo)(d) 283# =DL * Coeff of Friction 6,400# =(Passive Resistance * Ftg depth^2 *Ftg widthDLy2 6,683# > max shear OK this perimeter mn =acxab ±al Section bo=a f Column Size= ac A ab Critical Section this perimeter umn e=acxab :ical Section Check One -Way Shear: > i d bo=af= 8.00" ■ Ult Shear a Vu(critical section)= -4,846 # Shear Capacity of Concrete phi*Vc= 30,345 # < OK phi*Vc>Vu L ACI 11-3: Vc=2*(Pc^0.5)(Bo)(d) bf Check Flexure: bo=af= 8.00" bm= 8.00" Ult Moment Mu(critocal section)= 353 #-ft As= 0.00sgin Whitney stress block: As=(d^2-(d-31.37*Mu/(F'c*b))^o.5Y(fy/(0.85*F'c*b)) T,y't3E` r �J s • .��F F. s- ,.Y a F Vol III: ALT CONNECTION NEW FOOTING STRUCTURAL CALCULATIONS FOR THE ALUMWOOD SHADE STRUCTURE AT 3559 Lonnie Lane: Paradise, CA 95969 1106M The manufactures generic footing calculations assumed the worst case UBC soil condition, which often leads to a conservatively oversized footing. The following calculations are for the sole purpose of sharpening the design of the new shade structure footings at the new posts. These calculations in in no way have verified the manufacturers structural calculations or design details for all of the shade structure and the support to the existing residence. CALCULATION VOLUMES Vol 1: UBC, DL, LL, WIND & SEISMIC Vol 11: FOUNDATION Vol III: CONNECTION Concrete Strength: F'c= 2,500 psi feinforcement Strength: Fy= 40,000 psi PWIND/SEISMIC 1136 # I (i1 VWIND/SEISMIC- 140 #_10 C IV I%- 1yg'---1 _ OF CAl I I I I 1 I 0.0" to 0.0" --- I 1 !� New Awning Footing 8.0" (0.7') 48.0" 1 1 Footing Width= 8.0" (0.7') FOOTING SECTION r, 0 MAX SHEAR FORCE= 140# MAX TENSION FORCE= 1,136# PG I OF 2 ADHESIVE/THREADED ROD CAPACITY TRY: Simpson "SET' adhesive w/ 3/8" Threaded Rod(ICBO ER -5279 for capacities, spacing, depth, and edge distance requirements) ICBO PLACEMENT CRITERIA Max Embedment Depth= 8.00" (Footing thickness minus 1.5" Gear: 12"-1.5"=10.5" or 1.5'min embendment=12/1.5=8") Min Embedment Depth= 3.50" (Table 2) Edge Distance= 5.25" (Table 2) Min Edge Distance (w/ stergth reduction)= 1.75" (Table 2) (Table 3: spacing tension) Spacing= 5.25" (Table 2: Value for shear only, tension value is 20') Min spacing (wl stength reducaon)= 1.75" (Table 2: Value for tension only, none given for shear) CONNECTION (GROUTED THREADED RODKont'd PG 2 OF 2 ICBO ALLOWABLE LOAD CRITERIA Max Allowable Tension=2,550# (Table 4: Bond Strength, 3/8" A307 threaded rod, fc=2,000psi, min embedmet=3.5") (Table 3: tension load reduction factor for min spacing=0.89) (Table 3: tension load reduction factor for min edge dist=0.46) 2,105# (Table 4: Bond Strength, 3/8"A307 threaded rod, fc=2,000psi, min embedmet=5-) Note 4 states these allowable loads may be incresed 33.3% for seismic/wind loading Max Allowable Shear= 1,735# (Table 5: Bond Strength, 3/8"A307 threaded rod, fc=2,000psi, min embedmet=3.5") (Table 3: shear load reduction factor for min spacing=N/A) (Table 5: shear load reduced force for min edge disl=0#) 1,085#(Table 5: Bond Strength, 3/8' A307 threaded rod, fc=2,000psi, min embedmet=3.5") Note 2 states these allowable loads may be incresed 33.3% for seismic/wind loading PROPOSED LAYOUT -------------------------------------------------------- 5.9" ---------------- -------------------------------------- 5.9" 3/8" A307 Threaded Rod (2 tot Grouted Threaded Rod Base Plate 8 4.4" 0.8" t 1.5" Grout w/ SET Adhesive A 2 5' ____ __________ SECTION A -A --------------=- - FglN � Edge of Footing (typ) ALLOWABLE LOADS NOTES: Distance from edge of concrete will be 3", thus a 64%strength reduction for edge distance apllied T(edge dist)= 751# V(edge dist)= 387# Spacing is 4.4", thus a interpolated strength reduction factor for tension of 0.90 will be required for spacing T(spacing)= 2,295# V(spacing)= 1,562# Allowable Tension (w/ stength reduction)=751# OK Allowable Shear (w/ stength reduction)=387# OK ALT DESIGN: USE TWO 3/8" THREADED RODS for ea COLUMN CONNECTION GROUT 3.5" DEEP in EXSITING FOOTING w/ SIMPSON SET ADHESIVE SET ADHESIVE SHALL BE USED per ISBO REPORT ER -5279 CONNECTION (EXSPANSION ANCHORSI ----OANCHORFORCES Tension force per Anchor= 568# Shear force per Anchor= 70# *ANCHOR CAPACITY TRY: 1/2" Simpson "Wedge -All" anchors with ICBO ER -3631 for capacities, spacing, depth, and edge distance requirements Max Embedment Depth= 4.5" (Table 2B, note 6: Min concrete thinkness is 1.5 x embenment depth) Edge Distance= 5.0" (Table 3: Edge distance= 10 x dia for shear and tension: assumed 1/2 dia anchor size) Min Edge Distance (w/ stength reduction)= 2.0" .(Table 3: Min edge distance= 4 x dia for shear and tension: assumed 5/8 dia anchor size: 0.7 reduction for tension, 0.3 for shear) Spacing= 6.3" (Table 5: Spaing= 1.4 x embedment depth: assumed 4.5" embemerit which is required for 1/2 dia anchor size) Max Allowable Tension= 785# Max Allowable Shear= 1,925# Distance from edge of concrete will be 4", thus 33% strength reduction is required Spacing is 4.4", thus a strength reduction factor of 0.70 will be required 1/2" Wedge -All anchor Tension capacity=366# (Table 4: without special inspection: F•c=2,000psi, with 0.7 reduction factor, & 0.3 edge dist red fac) 1/2" Wedge -All anchor Shear capacity=898# (Table 4: without special inspection: F-c=2,000psi, with 0.7 reduction factor & 0.3 edge dist red fac) Check Combined shear & tension (Tlrar+(VNa)SA <1= 2.1 NG NG: Can NOT use WEDGE -ALL ANCHORS COLUMN CONNECTION e '� �+ i .. � � yr �4t .. tea.. . Y• ti 4"•3 F ;t �, �• , _� ,� jr . *`a,* � .. y . .� .�.� ��. r�_� r. �3l� ` e' °§' �� t f � • z. ' �''M � � . • ti i� fe -rl ;. �,� } ,i�';� k ,� kCi . � � j 4 ar . �� =, � _ ' .:* "a ,. ' ,w�" ,. �. Y . � ' u. f . � jzili � } .f 1 4� f• �+ , ' � ��, Y w_Y. A �` • � 5 � ��. F Z. �"�'� ^,. e '� �+ i .. � � yr �4t .. tea.. . Y• ti 4"•3 F ;t �, �• , _� ,� jr . *`a,* � .. y . .� .�.� ��. r�_� r. �3l� ` e' °§' �� t f � • z. ' �''M � � . • ti i� fe -rl ;. �,� } ,i�';� k ,� kCi . � � j 4 ar . �� =, � _ ' .:* "a ,. ' ,w�" ,. �. Y . � ' u. f . � jzili � } .f 1 4� f• �+ , ' � ��, Y w_Y. A �` • � 5 � `Y �~ NOTES RESIDENTIAL l N Q�Ci4-T/ �[G. r�,uNE�� GOR-(/� LA�.�'a► (S � C9e�T;� .-*. I (_ 1- 0 PERMIT 041,-650-013_ BADOUR, BOB 3559 LONNI LN, PARADISE Cont: EMERALD POOLS ` POOL MASTER 513-01 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER rnouru7 A 1 N OIAk(_S 6S-TA76S OFF PCNTZ JOB FINALED (Date) Signature r\? e tA J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Soils; Special MH Support Sketch Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 3. Sewer; Location -Test -Fall -C/0 -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 4. Water; Location -Test -Easement Needed (Sketch) Carports; Windows -Doors 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Electric 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 7. Well Clearance & Disconnect 10. 8. Utility Clearance 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels 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: 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels 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 mac.; Receptacles and Lighting, Distance-GFI Elec.; Pool Lighting; 15 Volts-GFI 6. E; Enclosures; Conduit Entries -Terminals -Listed EI :; Bonding; Metal w/5' -Circulating Equip. -Heater Elec.; Grounding; Equip. w/5'. Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test . (,J(. Light Niche 12. Enclo encing-Alarms Date Card B-1 \ Date Card B-1 Date ' Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK 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-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 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 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date FRAMING (Continued) Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Property Line Firewall & Openings 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 54. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 55. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 56. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 57. 32. Service -Riser Conductors & Ground Main Disconnect 58. 33. Equip. Clearances Panels-Motors-Mech. Equip. 59. 34. Clothes Closet Light -Shower Light -Spa Light 60. 35. Smoke Detector 61. Brace Interior/Exterior Wall Panels Date Insulation -Walls -Ceilings Card B-1 Date Card B-1 Date Infiltration -Walls -Windows Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 36. A.C. Ducts Insulation & Support Date 37. Vent Fan, Exhaust above insulation 64. 38. Condensate Drain & Overflow, Size & Grade 65. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 66. 40. Attic Access & Platform if Furnace in Attic Date Bedroom Exiting Card B-1 Date Card B-1 Date G.F.I. & Bath Fixtures & Tub Access -Spa Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 71. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 72. 43. Bearing Walls over Girders & Floor Nailing 73. 44. Draft Stop in Walls (rat proof) 74. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 75. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes ❑ No/Walks p Yes D No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: 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 PERMIT NO. BP042704 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that ,1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/28/2004 APN: 041-650-013-000 the Business and Professions Code, and my license is in full force and effect. License Class: 6- 5 3 License Number: 70Z G Site Address: 3559 LONNIE LN PAR Date: g -ac Contractor: L /71PiiZ�� 6 Gc'`S Map Index: Description: NEW POOL MASTER 01-513 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BADOUR, ROBERT permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 5301 HARRISON RD signed statement that he or she is licensed pursuant to the provisions of PARADISE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95969 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Applicant: EMERALD POOLS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 3138 TANGEMAN TRAIL provided that such improvements are not intended or offered for PARADISE, CA 95969 sale. If however, the building or improvements are sold within one 530-877-3638 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of emerald@chico.com sale.). ❑ I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: EMERALD POOLS not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 3138 TANGEMAN TRAIL PARADISE, CA 95969 ❑ 1 am Exempt under Article 3 of the Business and Professions Code 530-877-3638 Date: Owner: emerald@chico.com License #: 721764 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: Policy #: 1� I certify that in the performance of the work for which this permit is 6 issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. (� 1 - j 140 j „ 40— - CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bime County Coda ?nrver I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to a ve for which fees have been paid. ljj •� - �j Name: By: Date: a d VS Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official foq or document of Butte County. I hereby authorize representatives of Butte Countytoenter upon the above mentioned property for inspection purposo . ar��fn-S Print Name: �` Signature: Dale: o ❑ Owner Contractor ❑ Agent for Owner 0 Agent for Contractor COUNTYOF'RUTTE ........ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 1-z -70 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist the above address and should be corrected. Please call for re -inspection when correcti 1;�l Of work is completed. It you have any questions pertaining to this 'matter, or need ad ional explanation, please contact the Building Inspector as indicated below. F All PonL 1 pni — I 167 E0 (;-> n� Llc-- CK 'LDC 097-i Q FOP- "THS rwmpe-Al -To ro&I8 Date Inspector \\-\\MWJ REV 4/05 Phone# FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 NOTES J I � � f 1 , RESIDENTIAL I PERMIT NO. _041--650-013 BADOUk,ROBERT Ld 3559 LONNIE LN, PARADISE ROOM ADDITION BK OF HOME 4r r 5' r � SPECIAL CONDITIONS CHECKED. BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) i Signature L r SPECIAL CONDITIONS CHECKED. BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) i Signature J - OK 0 = Not OK . = NotReadyatNe 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) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L -ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Braced Wall Panels Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s i 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. . 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 :P a ..._ .. +► r .r^-.... , . �,.-i... - .<..�-... . T ;"tom. h 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, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels 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-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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 :P a ..._ .. +► r .r^-.... , . �,.-i... - .<..�-... . T ;"tom. h J=OK 0 = Not OK - =NottApplicable RESIDENTIAL Ap + = Not Ready 1 Date UND F DOR (Plans) OK except #'s 1 ing-Setbacks- Easements- Flood -Slope Main; Soils-Elec. &rfft4,/ /" tg. Depth 3. Ft , Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4./Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. S walls, Garage; Steel- Blockouts-Wra ed 6 Downs and Special A hors 7. lab, Steel -Wrapped O- 8, Piers -Fireplace Ftg.-Steel ..Mt.C/.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Ges Pipe; Size Anchors -Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test iZ-Electric Underground enums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies ccess & Ventilation 16-- sulation Date C7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tpb & Shower, Second Floor -Tub Access 22. G Pipe; Sixe & Anchors 23. ire Sprinkler; Test (Single & Duplex) Date / Card B-1 Date Card B -1 - Date 68. Card B-1 Date Card B-1 Date ELEC RICAL (Permit) OK except #'s 70. 2 'xture & Transformer Clearance -Ins. Protection _5D -Access; Size & Romex Protection -Draft Stop -Ins. Baffles 72. ec. Receptacles Spacing -Lights & Switches at Doors 73. 27. Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 53. Property Line Firewall & Openings 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 76. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 56,oPlywood on Roof Overhang -Attic Vents -Rafter Outriggers 30. Subfeed Wire Size/ /ga. Cu or AKAqC. Wire Size/ /g or AI 79. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No hear Walls; i' 32. Service -Riser Conductors & Ground Main Disconnect 82. 33. Equip. Clearances Panels-Motors-Mech. Equip. 63. filtration -Walls indows 34. Clothes Closet Light -Shower Light -Spa Light Date 35. Smoke Detector FINAL (Plans) OK except #'s 86. 64. Ext. Steps -Door & Sidelight Protection -Landings Date Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 91. Corrections from Previous Inspections C. Ducts Insulation & Support Gas Test -Meters Tagged, Gas -Electric 31' Vent Fan, Exhaust above insulation 94. 38. Condensate Drain & Overflow, Size & Grade Address Posted 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Date 40. Attic Access & Platform if Furnace in Attic Date I f0 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s S" Is Proper Materials & Anchors 4 Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 . Headers & Beams -Size & Bearing 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor.-Ducts-Mech. Protection Date FR!MING (Continued) 68. Hgngers-Post Caps -Anchors -Connectors 69. 4 Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 70. 49 ,replace Ties or Type A Flue -Fireplace Throat Clearance 71. _5D -Access; Size & Romex Protection -Draft Stop -Ins. Baffles 72. 5 m. Windows or Exiting Doors -Sill Ht. & Dimensions 73. Garage Fire Protection Framing -RC Channel 74. 53. Property Line Firewall & Openings 75. 54!Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 76. 55.,8Kairs; Width -Headroom -Rise -Run -Landing -Fire Protection 77. 56,oPlywood on Roof Overhang -Attic Vents -Rafter Outriggers O 5Y. Siding -Nailing Veneer 8.�Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 79. lazing Area -GI ss Protection -S ,ghts-Plastic 80. hear Walls; i' %Q Brace I t r/Exterior vfajPPanels 82. 62 sulation-Wa s- 63. filtration -Walls indows Date ,o Card B-1. Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 86. 64. Ext. Steps -Door & Sidelight Protection -Landings 87. 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor.-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drain e & Wood -Earth Clearance Looked under Floor ❑ es _ 83. ollowin Instld./Drive ❑ Yes ❑ No/WalkW es ❑ No/Planters ❑ Yes O No )( . Stucco Brown -Finish 85. io A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: x ` �*-COUNTYi OF BUTTE 8- v BUILDING DIVISION DEPARTMENT OF DEVELOPMEE LCES. �- 411 Main Street Chico, CA • (5 0 891-2751 7 County Center Drive`* Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER + PERMIT NO. A routine.inspection indicates that the following violations of butte county Ordinances exist at the ;t above address and should`be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this o ' e immediately:' • r/ .StrG "� Ii-�-!r � �'i8,�.-:J-car"_ X • ' C• •� � �.i x ' .,ham -.- 1 F ,/(�(9y� tel♦ S�J Date, Inspector,._ REV 10/92 .. 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 PERMIT NO. BP041966 LICENSED CONTRACTORS 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 Issued Date: 08/30/2004 APN: 041-650-013-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 3559 LONNIE LN PAR Date: Contractor. Map Index: Description: ADDITION 490 p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BADOUR, ROBERT to its issuance, also requires the applicant for such permit to file a 5301 HARRISON RD signed statement that he or she is licensed pursuant to the provisions of PARADISE, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95969 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: BADOUR, ROBERT Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 5301 HARRISON RD such work himself or herself or through his or her own employees, PARADISE, CA provided that such improvements are not intended or offered for 95969 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor:. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: " 3 0 `� Y Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 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 Architect' is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 490 S.F. Policy a: Valuation: $31,850.00 Census Code: ❑ I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: O. Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor interest, fees. code, and attorney's yG gyS2.3s ems- CONSTRUCTION LENDING AGENCY This permit is ereby issued under thlicable provisions of the Butte County CodA anNor I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) ResolfitionsO do work indicated a ve ! which fees have been paid. / ¢_ ail Name: Off/ By. Date: ..I ((( PERMIT EXPIRES ON:— Address:Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance o y official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above property for inspection purpo s mentioned Print Name: T/� 6 ��(� g- C2 1�-❑C O ,t 41 Signature: Date: %9 — U — y i Owner LIContractor ❑ Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS . 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER Name d_66 -'"/L7- /? • 5 A D 2 Address S 3 © / /V A /2 /t / S o'a R o "9- D City jo AA a Dj `S- State e 6 ZIP Fs'96 9 Phon : 3a Fax 530 87?- Ol a E-mail S0 Go 6,4 p e C So C Ok7n ARCHITECT/ENGINEER CONTRACTOR Name Y Address Phon SU �33 Fax City State, State Zip Phone F SAO J;44 - 61z- lz-E-mail Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name ZZ,.- /olt 71 vf✓S 41Z c 141 T6 -c 4f y,g 4 Yens Address Z,,,4 V City /9� /� i�1 S �' State c /f Zip Phon SU �33 Fax E-mailState License Number APPLICANT NAME Name Y(kD Address I y I Ciry il D 1$ 6- Yes State, Zip Phon S3u 92- �L Subdivision Name F SAO J;44 - 61z- lz-E-mail E-mail J-0 C' U r►� APPLICANT SIGNATURE X For office use only: Zoning Y(kD I Flood Zone I y I SRA Yes P No Occ.If Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT ,BP BIN # ,a-) LOCATION AP# COW -SSD -O/3 Propel Address 071 vu ar/7"J1 Cross Street GsH-7i- /Zu,4.Dud4� /-1 ^Ls3�0DLei,), 14 WORKER'S COMPENSATION Policy Number 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 Scope of Work: 61it /4 D 0,-J A) ffCIC d(L l�Jl�st /�4/l�X�'s� Sq. Footage eioiy o ` ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the. permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: -P Amount �y/JBldg t-� SRA Receipt #: y () '/ Z �y Sheriff SMTP I I Dat — f _, / Aa) s�tal 11 KAFORMS\BUILDING F0RMS\B1doAoo1SubRamts.doc Paae 1 of 2 RFV a-,4n-nd P � ' SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND INIIVK. 1. Residential, New, Remodels, Additions, and Accessory Structures: 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! Cf 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed- calculations. ignedcalculations. ❑ '4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. . 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate; wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). [" 9. Sanitation and site plan approval,from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. 07. 2 Flood Elevation Certificate, wet -stamped and signed (if -required). Commercial, New, Additions andRemodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! 0 2.. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. M1 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ , 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in.' triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. 0 9. Letter of intent. ❑ 10. ;-Hazardous Material Form. D 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would -like additional information regarding this process, contact a Permit Application Assistaritat (530) 538-7541". OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 430-04 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 CHEDULE OF RECEIPT OF FEES OWNER l/ A.P. # PROPROSED BUILDING USE �Z�f %l DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ j 2. SCHOOL DISTRICT FEES ` (paid at School District Office) (form available after Plan Che' 'J� �0 OLWMM `X' J'• 2 S -O IXC 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK F E *8"0 (paid at Building Division) /`S 2 , q V 8. WATER TENDER FEES BATTALION #. $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER( At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the�p;an checking process. APPLICANT DATE 6 _ d l u Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) tL `'^� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION4. rt 4W19" P 7 County Center Drive, 'Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ,/ %CIUU�, /'C �/�'` T ASSESSOR PARCEL NUMBER Proposed Building Use-Add,4 0 Counter Technician: T4---,. Date: / -n4 #ems required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 5- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. J 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and ca� in trip, licate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ,. O 10. FIg9od Elevation Certificate, wet'stamped and signed, in duplicafe ❑ * 'M.69ite-pfa"n andtb'Ysfih*bss•lic'd'nsefappro%fal ffcrm(ffi6'Citydo Biggs •0 �/ 12?G ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form � 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ETOroville, as applicable. Cl 16. Other t Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) i y❑ 17. Fire Sprinklers.........................................................:.................................. 11'� 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by .. Cl 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required....................................................................... 21. Fees as shown on the attached Schedule of Fees Due Sheet ............. ............. - �a i-, ! j ❑ i 22. City of Chico Plumbing permit ....:.......................... - • 23. California Department of Forestry plan approval ] paid. Sent a 24. Planning approval (A) Use: OI- (B)Parking: (C) Parc I Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage .........................r ' 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public .Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... R ' 30. Worker's Compensation Carrier .nd Policy Number .......................................... -jg- 31. Owner -Builder Verification ( Given to owner, _Mailed to owner) ..................... Cl 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... 37. ❑ Grant Deed, ❑ M.H. T /Statement of F ts, ❑ Letter from Legal Owner, ❑ Check to H.C.D $ > i' 38. Other: rt Sef iL uis�dJ�si{��'r-4-'�j ❑ 39. Other: ' When issued Telephone�61- '�Oof and hold for pickup. I have been informed of the above item\sfand requirements for obtaining a building permit. Applicant: `:1i h t `` Date: 1. Index per application for the above items numberedlV. A Plan Check Letter 2. AdditionaNtems required e " Contractor, designer, owner, was advised of the above data by ne, ❑ mail, ❑ cdunter, by Date: . Contractor, designs was advised of the ov to qy phone, ❑ mail, ❑ counter, by Date: ; Plans reviewed by: Date: U Plans approved by: kA /0./ Date : ; Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow. Building Division - r E.N. USE ONLY • f f J d Flat Rev Aatachod Floor Plan Anselcad TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ak Owner Location AP# Plan Approved for: Hold final for: Final clearance O.K. for: NOTE: 8/96 t O.B.-1 OWNER -]BUILDER VERIE'ICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide ;��NO r labor and materials for construction of the proposed property improvement: YES ❑ 2• I. HAVE 13 HAVE NOT �gned an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: city: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate,- supervise, oordinate,supervise, and provide the major work: NAME: r - ADDRESS: CITY: . PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE 'OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: , � DATE:_ NOTA:. This Owner -Builder Yerifuation is required by Section 19831 and 19832 of the California Health and Safety Code- This veri, kation must be completed and returned to our office before we are permitted to issue the permit: o_ B.-1 I OWNER BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted is your name listing yourself as the builder of property improvements specified. a For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own worm If your work is being performed by someone other than yourself, You may protect yourself from possible liability if that person applies for time proper permit is his or her name. Contractors are required by law to be licensed and bonded by time State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with time exception of various trades that you plan to subcontract, you should be aware of time following information for your benefit and protection: d If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 00- and, other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or snbcoimt =ems, then You may be an emPloyer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are �>ea to several obligations including state and federal income tax whim klft1g, federal social security taxes, compensation insurance, disability bsumance cons, and unemployment compensation contributions. There may be financial risks for you ifyou do not carry out these obligations, and these risks are especially serious With respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the intemm Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department: of Benefit Payments and the Division of industrial Accidents. If the structure is intended foi sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner buuldea" building P�eneo vnuhsly mmP� that the property owner is .Providing his or her own labor and material personally. Building p required to be signed by property owners unless they are performing their own work personally. information about licensed contractors may be obtained by contracting the Con>racb�rs State License Board in your community or at 1020 N Street; S?craaneuto, CA."95814. Please complete t3ie "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The bitting pemut will not be issued until the verification is returned. ly, Mi I G Vi ira, CB.O. Building Inspection NOTA 17cis Owner--8uflderls;formadon is required by Section 19930 of the Cagornfa Health and Safety Coda School District A.P. Number Property Owner Property Location/Address Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. E=County )iN Residential Development No of Living Mobile Home Units Installation Commercial/Industrial A /' r- New Department Representative Lot No. .................. ......... ..... .... ................................. . ................... . .... : F Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation Inspection) ........................................................................ ! ....................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) P7 Date District Identification No. '05006 2 .k School District certifies that (Applicant) (Street Address) (Phone Number) (City)" has complied with the requirements of Resolution No. representing �99l � square feet. School District (State) (Zip Code) 1111 S-A by payment of $ C—'e 2926 $ FULL FU _ MITIGATION Date Paid by Check # Remarks: No**: You may pr~ the Imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Secdon 66020(a). wtttdn 90 days from the date fen are paid. Failure to submit a timely written protest will\prohh* you from challenging the Imposition of the fees In any court action. 9, subsequerri to the School District Representatilve signing this Butte County Schools Impact Fee Certlftstlon FOM16 the School District' Is noWed 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 fan to fully rtrtipeteAs Impact on the school districts schools. White (applicant), Yellow (building department), Pink (school district) teeform.kis 00/03)dmm 9 4 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP042704 LICENSED CONTRACTORS 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 Issued Date: 10/28/2004 APN: 041-650-013-000 the Business and Professions Code, and my license is in full force and effect. License Class: C's3 License Number: %��%6y Site Address: 3559 LONNIE LN PAR Date: g f Contractor. L A60"�a�I� 4G0/ --L Map Index: Description: NEW POOL MASTER 01-513 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BADOUR, ROBERT permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 5301 HARRISON RD signed statement that he or she is licensed pursuant to the provisions of PARADISE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95969 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Applicant: EMERALD POOLS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 3138 TANGEMAN TRAIL provided that such improvements are not intended or offered for PARADISE, CA 95969 sale. If however, the building or improvements are sold within one 530-877-3638 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of emerald@chico.com sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: EMERALD POOLS not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 3138 TANGEMAN TRAIL PARADISE, CA 95969 ❑ 1 am Exempt under Article 3 of the Business and Professions Code 530-877-3638 Date: Owner: emerald@chico_.com License #: 721764 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: Policy #: I certify that in the performance of the work for which this permit is r issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. % Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. � i �l ��, � J �j � -� �� • CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Brrtte County Coda ?nwor _ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) _ Resolutions to Zated a ve for which fees have been paid. Name: By: Date: D ` ,6 Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. Cl Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici fo or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose . �r� Print Name: �` "n—s Signature: Date: ❑ Owner A Contractor 0 Agent for Owner 0 Agent for Contractor t.. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP 04 -PI DATE: APN:ow O' Q ZONING: /'D OWNER'S LAST NAME: o ur OWNER'S FIRST NAME: b PHONE: ��3- 75-3 STREET ADDRES� `hD FA^`G� 3753 3 CITY. ZIP: Para d '56 ?5-76 E-MAIL: SITE ADDRESS: 3S.- ahi CITY, ZIP: a�`acir�5 e QS9 9 NEAREST CROSS STREET:^� n G� TRACT/LOT ak APPLICANT NAME: " l: m e -a d �oc�s PHONE: 877- 36/30/ STREET ADDRESS:FAX 3(3 0 7+2 n etnan % a ' I X77 - 3't30 CITY, ZIP: 01c 6 f, E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX CITY, ZIP: E-MAIL: LICENSE NUMBER7A / Xv LICENSE TYPE: _-3 ARCH ITECTIENGINEER NAME: �lasfeAd PHONE: STREET ADDRESS: FAX CITY, ZIP: LICENSE NUMBER: E-MAIL' DESCRIPTION OR SCOPE OF WORK: N80) . G�d/n rn 9 POO l ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION ,Applications for which a permit has not been issued will expire one year after the date of application. In order to renew ''action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes:PUT)r1DM Zerxt S( Application Received by: lk* Date:�/� T�Receipt number: 4 /mac—) Amoueived: Ll(6 . �2 E.N. USE ONLY Piot Plan Anachad Floor Plan Anachad AAO seat to B.D. ! G1o'I�i�s �i/ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 3 6 S9 Zen L.� r-095"6 - a).3 Owner Location AP# Plan Approved for: Sewage Disposal.,-' Water Supply: Public X Private Well Clearance for —dwelling. Other %�22,-zZ Hold final for: Final clearance O.K. for: NOTE: yv Environmental Health Specialist Date 8/96 • '4-' ,. ._ . K_ .., . _.-� : {'•. .".�'., ",��''^ ... � + ^;'. •F � � v 'ter, � . _ ' - � .- r . ter-. ,, . 5...�+..,..ny ' "�. w. , ��.Y J •;,y"t. .s�. . y� oq0e7g/ . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI d N 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: FJt ASSESSOR PARCEL NUMBER Proposed Building Use: Po�)1 Counter Technician: �� Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ' 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans,. 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner O' 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit.......................:................................................ 23. California Department of ForesV plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: f0 0 ❑ 25., Contact Land Development about _ Improvements, _ Drainage..; ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. 0 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone ?S / 7 - .S(o -- and hold for pickup. I have been informed oath ems and requirements for obtaining a building permit. J !` Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Lette 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: ry* -C , Date: 2 to0 Plans approved by: 1'yl Date: Structural reviewed by: Date: Structural approved by Date: Note transfer by: -Date:--- Yellow: ate: Yellow: Building Division J SITE PLAN REVIEW APPLICATION Date: ko AP# Permit Number (if applicable) 64 ,.270 q M APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: 8"73-3753 0 Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home D ® Residential AccessoryAo'e_ ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential . ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): I ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) IN Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval a Site Plan Stamped Approved' Date 0 6 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In:, ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ ' Verify residence can be built per contract. ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See -attached) • F1oo&Zone: _ • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained' from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑. Cliapman/Mulberry (See attached standards -and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code . Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ----------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ---- ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road:. ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Enviroarnental Health Department requirements ' ❑ Subdivision Map/Parcel MaR: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection, Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Departmentspecifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified' professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated- with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are.required. ❑ Class A roofs are required ❑ Property owners responsible for roa El 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALar ysSuilding Permit Site Plan Review] ADC Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING October 4, 2004 Bob Badour 3559 Lonnie Lane Paradise, CA 95969 Subject: APN-041-650-013 Dear Mr. Badour, The Butte County Department of Development Services, Planning Department, has reviewed the submitted Building Permit Application 04-2704, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Building Division for their consideration and action. Attached, please find a copy of any use permits, or map notes and conditions for your property. We are providing this to your for your information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Since ly, a Adler Assistant Planner Department C n u n t J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement LESS THAN 1 ACR EJ Project Description: Project Location and/or Parcel Number: 3S5 i'I �n 1<P. (_'21 By signing below, I, the project owner/owner's 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. 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 a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program SITE PLAN REVIEW APPLICATION •Date: ��� AP# T� Permit Number (if applicable) 0 q 51, Parcel Size: Owners Name: Owners Address: a,c&x- Telephone No.: K 7-)_—g 37 Situs Address: J 55-7 �✓VI 5 Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home Residential Accessory 40 O'kn ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel . Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Prbblems Prior to Approval Site Plan Stamped Approved" By Date D b 0 Page 1 of 5 xL. ❑• Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .° Zoning'Code Streets & Highways Fire Prevention ALL ITEMS CHECKED APPLY TO THE PROPERTY ;; . ° :• , ho, Parcel Is In: + ❑ Snow Load Area: ";,. ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract,'*, n, -Nitrate Action Plan (SeeEnvironmental Health for standards)' .� . f-1- Watershed Protection Overlay Zone (See attached standards and requirements)' a Expansive Soils (Test for expansive soils and if verified proper foundation design required) ., . ff SRA - (CDF to determine specif c requirements) ❑ 100 -Year Flood Plain. (See attached) o Flood Zone: Flood Panel No.: &p00 7 G047 6 -&Index Date: Waterway ❑ Sacramento River Reclamation District (Approval must be obtained from the Cali ornia Reclamation Bo_ard). " - ❑ Feather River Reclamation District'(Approval must be obtained from the California Reclamation Board)=; . I•. ❑ ,North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) , ❑; Cohasset Area (See attached standards andrequirements) a ❑ Grading Zone (See attached handout) r• Use Requires: ❑ .Use Permit ❑ Minor Use Permit ❑Administrative Permit ❑ Minor Variance ❑ .Variance ----------------------=------------------------------------------------------------------ ---------------------------------- ' 'P ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑. Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: F - - xL. ❑• Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .° Zoning'Code Streets & Highways Fire Prevention Subdivision Map Front ho, Side Side Street �- �x. Rear Height K Waterway N/A .. N/A N/A xL. ❑• Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .° Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area— Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------=-----=------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Paize 3 of 5 Subdivision Map/Parcel Map: 1y�%IV •'/ Ocl-5 Map Date of Recording: Lot:02— Book: 13 Page: 0—t e� ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized, community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water 'system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to "control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust, control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa INK n Paae 4 of 5 0 n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:VLarrYS\Building Permit Site Plan Reviewl.doc Page 5 of 5 OWNERS STATEMENT We, M.O.P.S.. INC., a California Corporation doing business as M.O.R. Co., as owner of the land Included within MOUNTAIN OAKS ESTATES, as shorn within the borderline of P:1,:,,.sed map, do hereby .1.1. that we are the only p.,.an. whose c .rel le n........ to peasecla ar 11t:e to Bald land and w consent to the preparation and re cordallon of said map as shown within the boundary lilies We also offer far dmil,01 n to the County of Bull, - far SEE purpasas the foamein9: I. INGRESS, EGRESS, SUPPORT, STORM DRAIN AND UME SADDLE COMMl1N1TY SERVICES DISTRICT: M ......nt far Ingr,M ogre.., ..ppod, ,form drain and Llme Saddle Commanity Services District ave and under SUNVIEW ROAD, CHASITY COURT and LONNIE LANE .a shown hereon, for me by all Public Utilities. Law Enfo--.1, Fire Pmt.cllm, Wait.- and ether related Public and County Agencles, their n h cl.. and p ur—1, and to dl Lot Owners wlhln this SubdNlslon and mode gsmalenant to said Iola. 2. UTIUTY EASEMENT: Easements to Padilic Ball, Pacific Gas B Electdcq Uma Saddle Community S-1— District and Viacom Cablevision for M.tallatiom mint and apah of all utilities as hown hereon. Eaaamanls to Pacific Ball, Pacific Gas 8 Electric, Lime Saddle Community Servfcas District and Vicom Cabl--les for inalallation, molntenance and repair of all utilities constructed o across and Zr the Public Utility Ean...1, (P.UE) been hereon together with the righty to Erin and remme often as necessary. bean. Imiba and brush. 3. COMMON AREA: Lot A as shown h .... n 1. hereby dedicated to the Mountain Oak Estates Homeowneie A .... fail - far sa.my . storm drainage, public ufilill, s and other uses as determined to be allowable by said Homeowner's 4ss.d Imm 4. The aaNtmy s wants for pipelines. ponds. Irrigation, appurtenances, ingran and egress .hewn on Sheaf4 0l 5 herson ... hereby dedicated to the Mountain Oak omoo Estates )lwneri Association and Casnly of Bulls County seMc, Area No. eel. 5. An easement for Ingress. egress, support, repair and maintenance of ..wage dl,p... I facilities across and under Lot A 1, hereby dedicated to County of Butte County Service Area No. 141. O.C. ENGOOL , Ch re Office, M.O.P.S.. INC., a California Corporation doing business as M.O.R. Co. AC,rNOWL EOGEA/ENr STATE OF Cis I N14 SS COUNTY OF Ord. r!2 /lip. the underslimed. pereanagy appeared personalty known to me for ,ed an the bests w satisfactory ..Iden..) to ba the pe ... May whose amelef 1,/oae subscribed to the wil1M In,1ry 1 and ackrrowledged to ms that he/Mfnbe, ess cut.d the soma In Errs/ber/ik.e eumarl.ed capacity0es) and that by Ns/bm7lbwr sIV,lw,; l ,n the Inatrunanf the persen4ror IM entity upon behalf at which the person,,) acted, .....led fns 'natrumenl. WITNESS my hand and offivat seat /J Print Name A'f" S G % sTrb S v NetPub k Com ,salon espb County Bit/ g�>s_r it�� aoweaao.,,.,emom+w IDI r.�:': •''`�:; ��..�:1 STATE OF CALIFORNIA COUNTY OF On before ma, Ins undanigned, personalty appeared - ullandty known Io me (or proved on the basis of satisfactory e,,W,ncs) to be the pars..IA whose ma(e) is/me eubwibed la the within bstrunenl and acknowledged to me that by/she /they a..- cufed IM name M hit/her/Ihek aumodrad cap.6tysae) and IMI by Ns/liar /theh ,ignatmela) on Ih. inatrunl the person(,) or the entity upon behalf of which the personfs) acted paroled the Inst rom.maM. WITNESS my hand and official sed. Print Name Notary Public Commission e'Ph., County it * — 9'f- S217-3 /2 -A6 -9V mays sw7zxrtNr I, JAMES M. HERRICK. do hereby slate that 1 am a III anted land surveyor of the Slate of California, that the map of MOUNTAIN OAKS ESTATES Subdivisl,n represents a vey made under my direction an October 15. 1983, that It Is True and complete as shown. that the monuments shown will be at In their correct position within 90 days of the dole this map I, recorded and will be sulficlant to enable the wrvay to be re[,aced. Ill, r 9 hk HERRICK LS.5616 Esp. 9/30/98 A NO, LS5916 # N C=^7r SZ0KZ7tXsS SM7S jVVr I hereby sial. that I have .romNed the final map of MOUNTAIN OAKS 'ESTATES Subdi-Mion that B 11 su ul anliuly the .ems as appeared on the t.nt.W. map an file, and any approved off—lion, Ihsrew, that ail prwvlalons of the SubdN,sian Map Act of the State of California and any local ordMmnce applkobla at the lime of approval of said t -111N. mop have be.n compsad 1111 and 1 ibfiad that IM map la IedMcdy correct. _ za RbNIALD D. McELR& RYE 15170 Deputy County Surveyor Ap. 3/31/97 County of Bull. NOTES,•no/ /n/enOeal /o o/!ee/ reeorC ///% /n/eres/ I. Each building fol Mall pr lde three off-street Parking spaces. 2. leumsi voegeu111eonC t be removed within 30 feel of all stru.t.s. In —ad—with the five suit rmphdl—E y and PRC 4290. 3. All roof wfacmit shall be constructed of Class 8 or Mifer rsalk, m tw,I.M. Au Meldingrejections , such are met eaves, and .—.d and., l loo, tngs,auc h A, decks, a hall be is.losed underneath. 4. In.lal1a11on of an approved pressurised water hydrant system shall be completed prior fo Mbitoftm of . the first "ailing unit. 5. ParMele, forcing shall be restricted to barbed else at five shonds or lean, the Mllmn atrend to be a 1 ria ; of I�Ibbo, ag� d. thetop,rsand to be a mmdman of 60- oM,e gr,und With the mcep- the try a Pard and Irrigalion easement. 6. All construction shall ,[rich a mNMom distance of 50 fast iron the roadway ...Iodine and 5 feet from any "Party It... 13�no MOW Or 1NE AWKW 0' SCI�J 4S' S1Jf1FdLcM I do hereby slate that on De.w— 6., .t7 , 199d, the Bun. County Board of Sup.---. officially app—tdthe Subdivi.lonMap of MOUNTAIN OAKS ESTATES. E......1. and right-of-way. as described In Items 1.2.3,485 01 the Owner'. Statement nareen and offered lar dodic.11on le apedtIc aq... I ... .... Italian. and public utilities are occeP,.d on behalf of the„ -fill- only. Dot.: 12- �. b Aeet ,•llwrr JO NS. BLACKLOCK Clark of the Board of S.penuors RfZxHv4Ry ctwMrAm Filed In the office of the Recorder of the Ca ) of Butte. State of California, at �'�� ' tack -11.M. on In. .29rN day of DE"'"Ey2 13& in Book 135 of Moira, at p096(a) 60. �0�-6�G�at the "Wool of NorthSia Engineers, Serial No.�J&a 3 13 Subdivlelon No. CANDACE J. GRUBBS Coady Recorder County of suite By: "r. Deputy Mores, (cont.) 7. Rood conshuclion amiviti., shall M limited to the dry season of the year.lapprodmatey April I,woingh September). 8. All foundaltona shoe M canatructad in accordance with the gmtechnical in—tig-lian fm Liths Saddle Ridge Estates,— it—.. Mounlain Oaks Estates, by Lover L. Roper dated June 6, 1990,on file with the Butte Canty Public Works Department. 9. U applicable, Deer Hard fees will be required b M paid of time of securirn buikiw permilL 10. Property owner shat) Jain and pay teses or -------is to a fits Ew.1-tion dl,lrkt If and when one Is established M the area. MOUNTAIN OAKS ESTATES A PLANNED UNIT DEVELOPMENT A PORTION OF SECTIONS 7 8 18 T. 21 K. It 4 E.. K D. B.trA kt BUTTE CO. CALIFORNIA for M.O.P.S.r INC., A California Corporation Doing Business As M.O.R. CO. North Star Engineering W —mKw — - —. AeIfaPMM —.1- Is.. es1aeoa I OF 5 CIVIL ENGINEERS • PLANNERS " SURVEYORS. APC 41-09-115. 41-47-91 FD. IRd1 PIPE Q O.r. A. BRAS$ GP !e, r 3aIR[ Nf MAIL TARO® RL YeDOnls IN. B°e0'JI E.,9B.80'IR.Aa FOR NDRTNWF9T CORMEP,iEt. 18 J e N. NI• I8' eD• E. ee.ef' T.21-11 . A E. Bf1R9 S. P3° 39'24'W., B.36' FROM GLC. 109. W. /B•��Y' f: ::2 IIQT.68'IR.,RO J M.oT°31 °°. N. a�9•.Qa 1R•A' �o Y&.0j /R•/T. °C /J;qR ,q JN£OF. laa b• OP•B.'De•E. LOAM' d��'w•W. 261. pFAa 9- Yw•i M, 1'3a°led) .q, SYY2IO ✓J ' SAIL. !�' / /i/°•qO•g. YYa.29•IN N.{Y°L•'N•E., Mf0.e0' M.OQ°De'3.W. TDO'R ,�� �r LYe,��R• (M.{!°30 YB E., NNI.]0'1 R•,A. N. !!•{!'09�W.. BI.•I' Ix.De°J)'II•W.,T{.00'1RAP. I "f !P ♦� fN/p (N. S3°{6'{5• W., 151.45')R.,R. 6=. /✓ •wyi% eel.te lR•A• y A": ( 19 • Y {C qi� PD!/.• M.OT°o•30 k $ O0-.IRdI I.. - LOT A a y 2•J919EJpaar I 38.68 AC.. a M•la'{I•a,loaae' 1Koq.Q,,,,�/ / ` 1NCLMo3a ROAorAYeAl ($.SI.11{5•W..IO0.62'IR.JYI- 2 Q�:d 1 NOtY•l9IyL "' R' tl n . r F p 23 t+' "li• : ' p o.3z Ac $R $$ 22 �g L on9 AC /tO3y, g b M. m. C b o y }ewo0ac c3DSQac_>t$ M a DO �• 't 4 3 .. L- --I • Nwad - r- asr ,i. 4. 53 e• 1� +s13ao° �� rpm �yv' _ a.'Dr 3s r �.I ` 9 8 y 9 • _ - 99 zt o:y $ LONN r .• Q t tW P,'et'{YW. $ t l`�' }6 $ � yi•SQ _-...-- �-- eD / •Qe•°Q'- �= ee.ar a_ _ -� `b w aom� \ � ez•e•� � g g ' oR• i a1•n,°, \ ?' �' Qoz a<� $ 27 ------- ml _ o".f $ �` a so.o° IN, M' E'•rQ' y 5. :6 �ox•°E� g �\ R J � ,GW. � � & o �'� ` `oPoev3w., `- 1 �'J�.\( ���• 4 � 90 S- y off^° ,.� � A � mouv..a M . � --�� . �� • �/ -� 6'3a BD.00• r 3aYE419'IY, a 5 y ' .? \9� $ 3 1 ali NMMOP ,�3' ° A •3 : oz9.cy$ .'� Il - y,00pv -� oc O �. g a oe•E-, a s � � .•� o�l+c $ } � wop°" LojO' eon R� T•zr-' �( � gyK $1•yjOpo I ' `ie'�"' c� �d e•A° . a ' J+.o? Ilsp°' La LP •r =``'a eaoo' sop•' } 3 r u/ �\ \ I `9 I� , wi. � .� ,�e� '� 3 D9• rI• rr LL"a9'ya\ _ �p SUM LOT A ,�'`� D.oD I'°°'`I v V ` g pT ? "y, ? 48�� P"qo. 4 3 _ 91a'.e•Yc _ ° µ/ roo.o°'- FI \ E* ' $' use l° 1 � drp" � �'- gc � ''�" �] oaf•'$ $� oa � .o9•eL•e•E\ me1.•t*� \ 1 $ � /J _- ": �';$> Ie9 u -N. �' '4T. , y oalAE• ,p9•LP• -, so i o•'G� I wD•3°' $. � 43 :$ $ it {LE. %soup li L. ael. F g42r�\' yy Wua � ,pl•IIP i e+ .A's0]•30s.•e .,,.• i3y I�Iw.00- �.00 D; 1RM1 4�, � ti, 9 /� '{ .zE u oa•3oror Eae. 3. p$•IIE � p• eat. s 4 ' •e•F-\ J� 00.00' - i � Mp.00 � L• Is o3•aaDi- E. TA• ,� 1 ��° \� O al0'e3°„°�� g A� � � `�,00gpo'-� R•• (a•LI°ae w^ SCALE : I' • 100' (�/+1'� �. aS Ira q / w. v{• mI Esc / Do. r ADMIRE METAL r,An N,oee•¢o-w _� ti wJ0 d' i� . "•'SAD '.6'e / /i f LA aaJ.n.Rw/ 33 $' [/•. ° b� L,�� -1. LOT A / FRRD M fA 1V•• 0101 Tr � °$3 W ��/ 4. '�' •' d • ` •.�•' CALC. POIITMW s;P01 D`oa4 i`p.p•�� : of �,rt,. rQ .y�y a+ . it d4.£CS 41 BSMW.W P MAP ,,me 19sgn5• ; ILOve•Eo•r�l ° / • t•O"' , �y Te MORT-, Mx/r ule aF ttcra J' �s: d•�.�. reP. I Y AO i' / •4e �. •�'y� a1hH w / S. a AA sil0•W ON MAP SOON n. PAS Je °s i - / •'� E� •e" p - AND ewolcm er Mwulexre Yvld Na LS5616 /\ \\ .p I . _.� ` Y /E•Dy erste 'P eo _ m'g IQ3ew A9 wdo. sues ai aAB ue bad-ae=9e DO PD te, i-�•9m Ta+a typ\ \ ! / / �' zi�'ES �.'P ,o �\ .6 o i ens a °o• ec eo• L eDpo• �.� wpr Maw ro `C ••, •h9 \ '-" 51� R. 9�_ MOUNTAIN OAKS ESTATE i W i 36 / u sJ• Io Lr F. 66D8'A1. �¢•}' �N•.• �",, a.o' g+ SI I oaex a G33•Id<6•E. 66s8' TP . - A PLANNED UNIT DEVELOPMENT M�'ll Tt6Y9C - I - 36 b,a A XT vc� 1- °� d t sae• I / ' a33 Ac °ST a M. a/•• wa e1 ' o% LOT A �� A PORTION OF SECTIONS 7 d l8 TADOC) u eal I _ m f T.21 N. , R. 4 E., M.D.B. and M. W $ S//NY/EM +rte •e•mr Mz.ov .Do7•xoe In t-^eoT.ea' �- _ ne•.arNM uw.oe'� LQeax' �_ �' e.00•P{'Lo•L. m{s.eo' LEGEND a•6.Te'(D{Q.TD'IR. � BUTTE CO. CALIFORNIA 2598.e9' /Q W for 8.0021L0•E. 5323.3T'- CWIE'P TO -1 V•fP59T.OTI.A• � AETI''/f BOM PDE TAxzI, TOPPER IN PIPE L9 Jai is2 IRON (8.00°. 2e'30•C. Jl21.P0'I PI, RA O !R 3/•• OdI POE OR --AEBAR b n MVD, PA Da FOR IM CORMER,SEC.TQID M.O.P.S., INC., A California Corporation (9.00°3355 E.IR• 18.00.21'!1 E.IR.,R. TAGGED L9 Dile W 102 YAP., PAGE 25 .1 Y. Doing BU81ne38 AS O 1NITEpO CORImI-SET 311 BOM PVL OR R. li MAP3, PADS M PER HN:T3 MAP$, PO.]{ M.O.R. CO. I? gEAAA TAGGED LS %IO NOTE.- • PoM•10 3/Y SIGN v TAo°m Le lNJ R. R/W MAP POR PQMIZ YAOAINA IOIT. NorthStar Engineering. LOT •A• INCLUDE3 .UMVIEW ROAD, CNA3ITY COURT AND uNLF94 OINCA•AE Morro BURL COIMTT MOL N0. {31T -BT -2 nt Ma c -w• LONNIE LANE. CAIdLAIID POOR *R"' NO I e II OI D N OECLARATMMI OBV[ CNICO,CALIFONN4 OD8P6 •(Ye1Be3-1000 . 0 accnox coRxfA Al oeuBeED a. Iza{ oA. MMA aw_sa CIVIL ENGINEERS • PLANNERS • SURVEYORS p .ET BUTTE CWNTV MNDARO "• II$Qo oA, Puxs m-OSA SHEET 3 OF 9 CENTERLINE MONUMENT T 90 MW. PAD! M - AQOB ('ot,7.' eLCe'n.��:- �9tF•- Sz/z3 I.t-�8-9j� 24• FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET. el noc r_ontwn AWAY FROM RISER �a FLEXIBLE PVC HOSE {W/l) RMNGSI EFFLUENT DISCHARGE T EPDXY IK IS ABOVE HYDRAULIC GRADE IF SEWER, INSTALL ANTISYPHON YETHYLENE SCREEN (J/B'h&,fS) \ 4' FLOW INDUCER 15' DIA. PVC VAULT 1/4' DIA. INLET HOLES AROUND ;TER DF VAULT FLUENT PUMP k r t ' - • • i k r t ' - MIES 1. EACH HOME WILL HAVE A 1500 GAL WATER TIGHT SEPTIC TANK WITH AN ORENCO PUMP PACKAGE (SEE DETAIL D). 2, QUALITY TANKOF THE ISHALLKEFFLUENT NOT EXCEED: THE RECIRCULATION BIOLOGICAL OXYGEN DEMAND (BOD) 100MG/L SUSPENDED SOLIDS TOTAL KJELDAHL NITROGEN 100MG/L OIL AND GREASE OTHER CONTAMINANTS SHALL NOT EXCEED CONCENTRATIONS NORMALLY FOUND IN RESIDENTIAL SEWAGE. 3, THE SYSTEM RELIES ON MICRO-ORGANISMS TO TREAT THE WASTEWATER. TOXIC CHEMICALS SUCH -AS HERBICIDES, HOUSEHOLD BLEACH, AND DRAINHALL BE PROVIDED AN OWNERS SYSTEM. THE HOMEOWNERS S MANUAL OF THE SEPTIC SYSTEM. 4. ALL TANKS SHALL BE TESTED FOR WATER TIGTESS H5NNCH SNNE11N PLACE. 2 HOURS. WATER LEVEL SHALL NOT DROP MORE THAN O WATER LEVELS SHALL BE 1" INTO RISER WHEN TESTING. 5. PRECAST CONCRETE TANKS PER WILLAMETTE GRAYSTONE (503) 726-7666, OR EQUIVALENT. SEE NOTE BELOW 6. A MIN. OF 20 AMPS PER PUMP ARE REQUIRED. '7. ALL TANKS SHALL BE CHECKED ONCE EVERY 3 -YEARS FOR SLUDGE AND SCUM LEVELS AND PUMPED ACCORDINGLY. 08.THIS SYSTEM IS DESIGNED TO FUNCTION WITH NO INFLOW OR INFILTRATION IN THE COLLECTION _SYSTEM, INCLUDING SEPTI TANKS. EXTRA WATER CAN C SE FAILURE OF FILTER AND CHL OR!NATION SYSTEM. 9. BEFORE STARTING CONSTRUCTION, CONTRACTOR SI :ALL MEET WIN NORTH STAR ENGINEERING. 10. AS -BUILT DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THEY SHALL BE GIVEN TO NORTH STAR WHO WILL SUBMIT A COPY TO THE WATER.QUALITY CONTROL BOARD. & ENVIRONMENTAL 11EA 11. NORTH STAR WILL INSPECT THE CONSTRUCTION OF THE SYSTEM. 12. IF' ANY CONCRETE TANK IS PLACED IN TRAFFIC AREA OR THE:D . OF FILL IS MORE THAN 3 FEET, THE TANK MANUFACTURER SHOULD BE CONSULTED. 13. WINTER GROUND WATER LEVELS SHOULD BE CHECKED BEFORE PUMPING TANKS. CLEANING TANKS DURING THESE CONDITIONS CAN CAUSE THEM TO RISE. Fa IIPMIRNT PUMPS, CONTROLS, VAULTS, FILTER LINERS, & FIBERGLASS RISERS SHALL 8E SUPPLIED BY ORENCO. ALL PIPE, FITTINGS AND VAULTS SHALL BE PVC CLA 200, SCHEDULE 40, OR 80 AS APPROPRIATE UNLESS NOTED. �1`j•. Ti 1 ALL EQUIPMENT AND DISTRIBUTION SYSTEMS SHALL PE IESIED Wif l H kcli it ...--- -mi„n Tn ni Arikir- nneWRna OVER PVC LATERALS. 'THE PUMPS TIMERS, L . OCKABLE LATCH E VtN I l'ir «<,J," --- - - NO EMPPMENT WILL B�«<,J, ALLOWED ON THE FILTER UNLESS AUTHORIZED BY -Et A ULD 5. VOLUME PUMPED PER DAY FROM REClRC TANKS EVOELOP.N07MINIMUM OF 6000 GAL. OTHERWISE ODORS CAN DFALL BELOW A Pill C JA N 1. ER AND LID. TIIE E A. WATER'T'IGHT. RIS ALL TANKS SHALL HAVE D SURFACE -AND BE.EASILY TuE RISER SHALL BE FLUSH WITH THE GKOUN ACCESSIBLE.- S 2. -.-SEPTIC TANK. MAY BE LOCALLY -.MANUFACTURED SUCII AS NOWITI VALLEY PRECAST ONE PIECE -STED IN PLAC*-,, Tioirr. TIIEY.SlIALLBE- . I'L4 3 Ep-l'ICTANKS MUST BE WA -1. 'Ev" 'AN I K SHALL BE FILLED Wl'l'-Il* THE ,1.0P.-4 F4OEFORE IJACKFILLING TOE AND FOR. ,1,11E TOP OFTHE ACCESS OPENING AND ALLOWED TWATER T 0 GE WILL BE A BASIS FORUR, 24 HOURS. ANY LEAKA'111ATTHE'rANEDTO DELIVERY AS STRONGLY SUGGI.:s'rED -CTION. \z ILL TO MINIMIZE POSSIBILITY OF REJE WE 4. SEPTIC TANK CONSTRUCTION . SHALL CONFORM !1-0- BU 'I -M Co U N"' A..ENV IRON MENTAL HEAL71*11 STANDARDS. PRC -ECT PROCESSING RYCORD 2p°`f APPLICANT: OWNER: PERMIT #: A. P. #. WORK DESCRIPTION: DATE pF,SCRIPTION OF STEP • r �� / T. tial y y ti err • .:� .y - rte. 44 f4 • ..' �•-IJ ePS_rMeNT O TF UT ' 0 1 0 0 0 C 0 a a 0 ,oZIaC/��-g Department Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's 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 build -outs 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 Control 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 a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title:!(f Date: U _ y _ o Y Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 COUNTY OF BUTTE- DEPARTMENT OFYDEVELOPMENTSERVICES - BUILDING DIVISION • 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 9r7 ERMIT NO.(Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-650-013 ZONING PUD BUILDING PERMIT OWNER .1014N P_ CIJNAG TELEPHONE 872-1251 SO. FT. OCC. BUILDING VALUATION 2310 R 124, 740.00 OWNER'S MAILING ADDRESS 6 RNA X ZXN CONTRACTOR'S NAME OWNER TELEPHONE 864 U 15,552.00 176 C 2,288.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER FEATHER RIVER STATE BANK Fireplace 0 1, 50 LENDER'S MAILING ADDRESS Total Valuation $ 144,080.OT ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ - 20.00 Permit Fee $ 793.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 515.77 BUILDING ADDRESS G Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1352.27 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF (A Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 .7.00 70.00 Solar or heat'pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New M Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Filing Fee 20.00 COOV OR LESS Main Service 2ooA OR LESS 23.00 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, and my license is in full force and effect.POWER 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. KI, 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 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. My workers' compensation insurance carrier and policy number are: Carrier 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 the workers' c pe I provisions of section 3700 of the Labor Code, I shall forthwith m wit se provisions. Date of Applicant - n r ❑ Contractor ❑ Age1t__7___ IgrSHA Anpermit is require f cavations over 60" deep nd demolition or construction of structures over 3 stories in height. Main Service TO 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. 3 5Qs0 FT. 109.9 NON•RES DT MULCTI.00UTLEf @7,50 CLITS APPARATUS & SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 Q 1.00 Ex. Occup SAL p .so Ex. Occup.OUTELETB RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE t 152.97 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 13.50 PERMIT FEE $ 80.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE VN T TAL FEE $ 628/27 HA2. .�.. E IMP FLOOD ��_ CVP C VD HD 5SU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indic abov for h`ch fees have been By Da PERMIT EXPIRES ON Da provisions to do work paid. / Z (O r7 Z �d e ReceiptNo. L11 icy ODQ�r'tD WHITE-D.D.S.-B.D. CANARY -ASSESS R PINK-INSPE TOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DF_VEL(*MENT SERVICES -BUILDING DIVISION t - '* 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. . roe„ _ _ APPLICATION AND PERMIT Ly Ma I... ASSESSO PARC LNur,5 ^ J O + U 1/ ZO G�. BUILDING P I , 040 OWNER //1 / , ,, 9/� O H ' CLA 0A lS TELEPHONE D / L Z�' SO. OCC. BUILD G VALUATION OWNER'S !AILING ADDRESS ci D ci-kalc 9z bWiWI15E�.�f • C/ �� �/ 55��.• CONTRACTORS :A Ep • TELEPHONE CONTRACTORS MAWNG ADDRESS CONSTRUCTION LENDER C_ '7 +&r,_ (�J �iouz `>zyrr_ Fireplace ' (�% .5- �+ LENDERS MAIUNG ADDRESS ' Total Valuation Is ARCHRECT OR ENGINEER LICENSE NO. Filing Fee $ 2 ' Permit Fee $ ARCHITECT OR ENGWEERS MAILING ADDRESS ' Plan Checking Fee $ GUILDINGADORESS : .� 7 J `o�r� Energy Plan Checking Fee $ $ j PERMIT FEE $ 3 S - L f% LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Feel 2C.00 Each Trap 7.001 74a USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK NewAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 Gas piping system 1 - 5 outlets 15.00 Building sewer Mobile Home I S I G I W @20.00 PERMIT FEE $ k \ ELECTRICAL PERMIT Fling Fee 20.00 aoov oR Main Service 200A OR LESSLEss 23.00 21 LICENSED CONTRACTOR'S DECLARATION I he .sby 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. ❑ 1, 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 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 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 forthwith comply with those provisions. X ___ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stori7t in height. Main Service 200A TO 1000A ` 46.00 NEW CONST. OWELUNG OCCUP. SO OR AooNs. n' ( a Acc. BLos. 3.5¢x: IDC/• %7 ULTI.OUTLET @7.50 rNio RES DT IM PSIN0`"EA A°° US 8 GLE OUTLET Cl.. OUTLET OR FociuREs 20 O I"00 Ex. Occup.BAL-© .so FIXED APPL's OR 5.00 Ex. Occup. ouTLErs RES10. Ea Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 Heating tS Cooling Hood 6.50 . Ventilation `� v /3 5—^ S '0 s PERMIT FEE g Mobile Home Installation Fee $ Energy Inspection Fee $ CONST TYPE TOTAL FEE $ ,Z HA2.I "FEES IMP' I FLOOD OF PAR L P HO ISSLIE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable Resolutions to been paid. Date (Date) provisions do work i , ReceiptNo. 6 I OS WHITE-D.D.S.-B.D. ARV -ASSESSOR INK -INSPECTOR GOLDENROD•APPLICANi ^, y.FUSE ONLY Plot Plan Attached�/�' Floor Plan Attached S Sent to B.D. L / LA TO: Building Department FROM: Environmental Health SUBJECT: • Sanitation Clearance Owneru cation j AP# .Plan Approved for- Sewage Disposal Water. Supply: Public �/ Private Well Clearance for dwelling. Other Hold final for:, , Final clearance O.K. for: (VOTE: Z Environment I Health Specialist Date 8/96 , Nt ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P. No. q1 — b 1 3 Proposed Building Use A%&W ^ %%C Building Inspector C, Date ZZ/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY r 1. All items have been submitted . ........................................ - 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7j12. Statement of Intent for Non -Heated and A/C Buildings . Engi ered truss details and layout in duplicate (required prior to plan check). ... . ilehome d t andn�arlufacturer's installation instructions, 2 sets. . Fees of Impact fees as shown on attached schedule. . . California Department of Forestry plan approval/ ees.��,/.......... 29-9 13. Fldod elevation letter (100 year flood y California gineer. ............... . . Sanitation and plot plan approval �Health Department . ............ 15. City of Chico plumbing permit . ......................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: =K/18. Contact Land Development about (A) Improvements (B) Drainage. ... .. . . 19. Driveway permit (construction approval required prior to occupancy). o0.:7✓.7.-..AW. . Preanapecam request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). :.............. 22. Certificate of Workmans Compensation Insurance . ........................... . 23 Owner -Builder Verification (Given to owner ,Mail to owner _)............ Recorded copy of Agricultural Acknowledgement Statement . .................. 2y 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60,right of way to a public road..... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :............. .... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Wh you issue the er t, pr cess as follows: Mail.to owner. Mail to contractor. VTelephone' Lg3/ and hold for pickup at Cei4770-- office. Deliver with inspector. Other Parcel Creation Acreage ApplicanL Date4/?Y'7 Copy of Haz-Mat form sent Health Dept. Firpj)ept. 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. 2. Additional items required: Contractor, designer,,owner„was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _phone mail Counter by _Date Plans checked by , I �. .: Date Plans approved by CL/✓� Date `lam :1 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ,'trf'�' +��" ,�A.'u�i�''�.LF�'�, `4�;-�`Sp�`'i.�`•'i� '�;a+�a ,j�r'�O'�"'' • r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT' SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER "J A. P. PROPO D BUILDING USE (� DATE '/ REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) Zq� �HERIFF FEES (paid at Building Division) - / p�� Residential ........ )C$360.00 = $ 76 Z), ;t2�J ��.-�7 Pt Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division] Residential (per unit) . x = $ #Units Amt. rte; Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 425.00 (paid at Building Division)_OL-7` SRA FI INSPECTION AND PLAN'CHECK ,%$89.00 (paid at Building Division,`"� �� �1k, 7, T 8. WATER TENDER FEES (Battalion # ) $200.&(paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICAN DATE! �7 Original -Owner Copy -Building Div. (Rev. 12/96) John P. Cunag 5905 D Clark Road Paradise, CA 95969 Re: PERMIT #97-0803 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (9161 536-7541 FAX: (916) 538-2140 May 20, 1997 With reference to the above subject, attached is: [ X1 Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other A.P.# 041-65-0-013 Action Required: [X ] Comply with Plan Check List (] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY PLAN CHECKER II PERMIT APPLICANT JOHN P. CUNAG PST NO. 97-0803 z ASSESSOR PARCEL NO. 041-65-0-013 DATE MAY 20, 1997 The above referenced building plans were reviewed .by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: Square footage using dimensions stated on plans is 1744 downstairs and 566 upstairs for a total of 2310. Valuation and fees have been refigured. Energy Calcs: (a) Bedroom 3 window.on plans 3°5° in calcs 3°6° Clarify (b) Game room windows 4050 plan 4656on elevation view Clarify (c) Window R21 of 8 sq.ft. is located where on plans? Clarify Interior alternate braced wall panels require a foundation and rebar / along entire length of braced wall_ line. This requirement is to be drawn on plan. Plan must be drawn to reflect this requirement. Also please confirm that a 50 gallon water heater and gas furnace will fit into a 2.5' X 2' location in garage. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. i 5CEULANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). �! Exterior plaster - weep screeds (Section 2506)• t , Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). G Ia 1� v►w+�- _ Foam insulation - protection. mss. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts.. JW- Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. C,foe)-ne 5Co(v cI�Ttt %� 23(02 �- �-a 50 ►ems- ��� -��� rov lde Coh-�rm�'1 c9 -n � � � �u,rnaee � 10'1° C o. � a �. 3 w 1 v, ct.tr't.� 3 5 or' ra °"r' oh elet/a.-Ficr»:. 21 wh erL 1 ocafe d �^ T* -41 er brazed walk a._ Q re l%ze - CAA re J a -4- u i.O U )0a sho c,.�n ori -la n br�u�.d � July 1996 3.3 RESIDENTIAL PLAN -CHECKING GUIDE July 1996 3.2 SINULE FAMILY, DUPLEX AND WSCELLANEOUS ONLY i`�• OWNER: C(,G� BUILDINGP ER: q7-0 �. PLAN CHECKER: �41—NUMBER%SD DL > . GENERAL 1. Zoning requirements: (side yards and number of permitted living waits). '�. ., Q Valuation. Plans signed by designer. ~ , Proper description of work on application.- ,S� ©� Existing violations on property.-� Items on data Fees, Environmental sheet, (Impact Health, Developer Fees, etc.). /y Recorded notice of violation.OT , ,t PLANffi f Complete parcel size and dimensions.; oll Setbacks, side yards, easements, etc. Other buildings or structures. ' - Grading, fills and/or drainage. �. Flood hazard. .t Special conditions on creation map (Noise, S:RA., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. +Building or utilities' across lot lines'(Record form). FLOOR PLAN : Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). ' Skylights (Section 2409 &,2603.7)." Glazing in Hazardous Locations (Section 2406): -Required room sizes, ceiling heights (Section 310.6). ' y ��... G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C: 210). • -lights, switches,"receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment.;,, Garage firewall, door size and closer (Section 302.4); Minimum of one 3'0" exterior door (Section 1004:6). Fireplace and wood stove location, alcoves and clearance., ,lam Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: + 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing�or•'engineered design (Section 2326:11.3). ' 3. Clerestory requiring balloon framing and/or engineering. 4. Q Three story building requiring engineered calculations end p'lans'.' , Foundation complete enough to building. CO 4iA plan construct rn p u) 6. Floor construction details complete enough to construct building. V 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. l 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. 17. Sheetrock nailing inspection required? July 1996 3.2 " lip BUILDING DIVISION John Cuna DEPARTMENT OF DEVELOPMENT SERVICES g 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 5905 D. Clack Road TELEPHONE: (916) 538-7541 Paradise, CA 95969 FAX: (916) 538-2140 Re: Single Family Residence Date: 5/20/97 A.P. No. 041-650-013 Permit #97-0803 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [x] Other: - Portions .of Lime Saddle Ridge Estates - Geotechnical Investigation Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Submit additional calculations as necessary Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, x;1 George R. Kellogg" Plan Check Engineer cc Lorrin Ward 341 W. 4th Street Chico, CA 95928 1 13 SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: John Cunag Date: 5/20/97 Permit #97-0803 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Foundation details are to reflect the requirements of the Geotechnical Investigation for Lime Saddle Ridge Estates Subdivision. See the attached copy of a portion of the Investigation. Provide conventional lateral bracing or an engineered lateral force resisting system in _,the north wall of the garage. Provide conventional lateral bracing or an engineered lateral force resisting system in the east side of the house. The existing design has braced wall panels offset greater than 4 feet from braced wall line (Section 2326.11.3 UBC). Also the braced wall panel in the north side of the chimney is not tied directly into the roof diaphragm. Verify that the site has exposure "B" as -assumed in the Structural Calculations. 5. \ Provide additional information requested in the Permit Application Data Sheet and Martha Whitney's plan check letter. L (5-,t t Lari W - ate. C) v �p ' -29 -I 7 2' And when recorded mail to: uoiwing Division 0 County Center Drive Oroviile. C;r. 95963 . ( A 97-019719 97-019719 97-019719 97-0197191 Rec Fee 8.00 1 IHF 2.00 Recorded I Check 10.00 Official Recorde' l County of I Butte Candace J. GrubbB I U Recorder I �✓ 2:06pm 29 -May -97 I PUBL XX 2 J 97-019719 GRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT MAY 2 9 1997 M COMPARED MR ORIGINAL DOCUMENT Section. 26-8 of the Butte County Code requires this acknowledgment to bei prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides. and fertilizem. and Brom the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pnudn& and harvesting which occasionally generate dust. smoke, noise, and odor. Butte County has established :agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or dimolnfort from normal, necessary farm operations. All than real property situate in the County of Butte. State of California, described as follows: THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 21, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. OPERTY �Oflly f�, it.�A�;', }'�47-6/ Al 1 , 01/.t,l.4Cr State of California ) county of ) On A411 Z9. /99'1 before me. 1,4 "Ye2117.eZ,4,V-' personally appeared JDN�t1 4, CVAJ,46-Sly AA)a �,4rA/ dl r. NAG- uersoaally known to me (or proved to me tin the basis of satisfactory evidence) to be the person(s) whose names) is/ r�ubscribed to the within instrument and acknowledged to me that he/she executed the same in his/her heir uthorized capacity(ies), and chat by his/hCteir ignature(s) on the instrument. the person(s) or the entity upon behalf of which the persons) acted, :tecuted the instrument. WITNESS my hand and officialseal.ww" ooatnlh+on" � OIIllolgti4bb— tii�":Ilur• Seat: .. =,�,-,-srt` j fir• , 0 11 yx . -y . _ :, r 4+ y. rr: ;'tia"'}�p y't.�!!�,.^4 R r^ir"" „R --k— 1,' -� .'�,..;.i—�,r ,.-Ne ,... IL BUTT—E COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM. s (One form per Building) .. o o, School District ow I C. ! !r S— Building Department No. Cd ..� IItts� A.P. Number J Jurisdiction: City County Property Owner Property Location/Address ✓ Subdivision Lot No. Residential Development./I Sq. Footage �°L?� NoI of Living Mobile Home Addition (Group R) -� Units Installation Commercial/Industrial Q Sq. Footage New Addition (Including Exterior Roofed reas) Buildin epartment Representative Date (Floor Plans reviewed by School District Personnel) D'stri - t Identification No. 970140 [/JkSghool District certifies that © R+,) `-• CUP A-6- U.1� • .�(Apppllicant) (Street Address) (Phone Number) ( � r �� / y (City) f (State) (Zip Code) � Oa has complied with the requires nts of Resolution No.a by payment of $ 4ze 216 representing l•+..2�� square feet. B 2926 S w ULL MITIG ,O $ L4 Z�� r- 01 School District Representative Date Paid by Check J1 04 Remarks: IVB L.!/iwQ�QQ.� Notice: You may protest the imposition of the fees identified above by submitting.a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. s 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), c this project may be subject to additional school fees to fully mitigate its impact 9_n the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm (/ 12 q7 LAND DEVELOPMENT BUILDING / N IR. Nl 11 TAL HEALTH -PERMIT. CLEARANCE swaong Pe►mitNo. Address: Z,07—Parent/Previous AP: OWNERS A.P. NAME: «� NUMBER: M VIT L"T NAMN AUT COUNTY ZONING DESIGNATION: '' +`,PiJ 'nL�,•�+r >' .;'-FLOOD ZONE ­FLOOD. MAP _ ✓ •.::C'- ':2?�ri:J:�'..:;�c�,4. ;:': �.<< �!if',j' `-aj ':^r,.yt.•;�r :i:''!FU'S . APPROVED: CONDITIONALLY APPROVED: RESOLVE PRO L PRIOR TO APPROVAL ' � .. .. � .. �_� ,1••-;'cSR.�'!r. c+i ys7:.:a t'q ti..... .yrs r�..• .. .�:•.. y,:. _ :�., ., .. •:1 PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: - LEGAL ACCESS PROVIDED: YES N0. _ COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMM ENTS/CON DITIONS: DEED REFERENCE: LEGAL ACCESS REQUIRED: -YES NO YES ' . NO �} MAP INFORMATION: DATE OF RECORDING 2 2 LOT Z BOOK l �^ PAGE '60 COMPLIANCE WITH OLD SUBDIVISION LOT -ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS 0 THERWISE NOTED. X,1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline: of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. _ 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of S to Battalion Number of the Butte County Fire Department. >5�7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See. phone number below) _ 13. Obtain approval from the Department of Fish and Game for.vegetation removal. Contact Fish .& Game at 916-355-7010. r. 14. A traffic mitigation fee for each new or additional liv n'g-unit shall be paid. Pay the amount of S as stated-- _ - a r in the i Oroville Area Traffic Mitigation Fee Agreement. Pr.yment to be inads to Lhs Plerr&kg Divdt+an. 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for�seismic.; -• --' safety..._ Mobile homes, shall be. constricted ' on a permanent foundation: system which complies with the Seismic Zone..3' requirements of'the Uniform. Building Code.- Je%,,:. n 16. Deer Mitigation fees arejto be paid, if such'fees have been adopted by the Butte County Board..of. SuPervisors,-.1 'X 17. Pay. school impact mitigation fees. • X 18. A development impact fee for sheriff facilities shalt be. paid pursuant to the provisions of Cha er 3, Article II of the-Butter- County he Butteti County Code. A 9. Wood stoves and fireplace inserts shall be EPA_ approved and designed to meet the emission_ require exits of the.Califor`nia' Clean Air'Act- of 1988 as amended. - r 20.. If -any cultural resources are encountered during. -ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a`,professionar,archaeologist. This person would then be able to assess the'site significance and suggest appropriate mitigation measures..._ .." \y^, 21. (Loy Iy e PA r -k I N 6 S'fACES to r2- EAC.tf L 22. 120 0 r S S H�14U l e C L A -S S � i3 SIL D J. NY, r (Z o 3 cn o rJ s " ErC ��_S E>d i U, N ►777 �YL Fgoo n 11J G S S I 1-t-(- gg N C,t os 23. UN✓2E!2.N1tAT �y4 1.1 ' w ; .r • 24. ?4E. S'LALL 6C— 6 � 6 � VQ 1 VL E �; ST2� 60ffbM S (7t A`I JO 16 -" M / N:: tjDo v(� G K -G u N n I' -D to sraPfN h C90 /L44 - 4 25. a -0A -IQ C o N s Ty)-� {�%y >Z- (,,,j ►�t2 Y S tri 3 o N o N L i)t21 L– S tip f :.•1 r Y,26. vtiY,? t4t- t Ia►JS 5ItA'LL Co kA if C, Y wI T?F So I LS P-EY0Y2--r >C 07. c�S A_ s -ss M;cN r- I I'1 -E C'n_or• o, sT, F W rttN o N I S 15fTA 6 L I Jltt n. '•�: ' 'AI01N3wdo13A30 (INV' 311(18 30111Nnoo s LD 7/96 C. R\RIOOM RM. CIA Al ' �:r••.ya. r•-•�I�-----o.na-�.n _�-, .,-+_v.�nrc..-.—^':+R'w:.� .—.....-_a..v ,r.e[r..^Sw^mT^"7^�°�r.. ,. :'• .. - r 041-65-0-013 CUNAGJoh'n.P 99-0631 B ' 3559 Lonnie L (to comple e 97_' radise 0803 F � CgzeceL �y9/99 GT /, l99 J 0 ... .._ _ ._ _ �. ^ � .- is-.- - ,- -M'---•-.-- .. . _„�...�,,,r,._._..-. _F•q,q,,rr_*-..„�""„p- ", ^nW'ro'�, .',r..,..,:as�'�,,:.�a'-..-� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT e- i 6 S Z' ASSESSOR PARCEL NUMBER r 617o - `j y�'^� /3 ZONINy„VD J BUILDING PERMIT OWNER J NINA TELEPHONNE �'7Z- 1151/ SO. FT. OCC. BUILDING VALUATIOIN 4� o . OWNERS MAILING ADDRESS �; 05- C z �►a ✓10 . ' "a P4AAd&i: CA CONTRACTOR'S NAME `A TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS t S 35 51 LOA,��� F_! t Energy Plan Checking Fee $ $ PERMIT FEE $ 71 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF O�Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ Installation ❑ Other ❑ Describe Work: em J d -o if qn„ l_ 9 7 D ! Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G 1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service %.A' 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, 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To ,000A 46.00 NEW CONST. D ,"NO OCCUP. So OR ADDNS. ( 8 ACC. S.3.50FT. NOµR610 T. MULTI.OUTLET 97,50 POWER APPARATUS a sINGLE oLlTLET cIR. 20 Q 1 .00 Ex. Occup. OUTLET OR FIXTURES BAL p .50 FIXED APPLNS. OR Ex. Occup. 5.00 ounETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE i 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. My workers' compensation insurance carrier and policy number are: Carrier ! MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation i PERMIT FEI: S Policy Number 1 t (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 the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply,.wi h th a provisions. q, Date_ Sigure of Applicant - CI' 0 ner ❑ Contractor ❑ Agent ' An OSHA permit is required>r excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Pec N -3, CONST. TYPE Via: TOTAL FEE $ 9� HAZ. D. FEES IMP 1 FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for wh'c fees have been paid. By' >:;y: ': PERMIT fiXPIRES ON ^ ��� LZ000 Date rReceiptNo. S Z 4/ ITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT` mr,t 'E r K�-,r _Ky ;'' i+rt{•..y;,�•., �,r..r"i,.�. ti�y+n z. 4y ,.�.i1 r, .b 'b�Si%�."�i"'�".�,-. _ • �.. �. _ •. T•.•'� 1 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541ER IT NO. r CSI r7 -^ . (Rev:"I"2/96.� APPLICATION AND PERMIT 1. ASSESSOR PARCEL NUMBER a,. ."041-650-013 ZONING PULL BUILDING PERMIT OWNER , TELEPHONE 872-1251 SO. FT. OCC. BUILDING VALUATION 2310 R 12 y •IJV OWNER'S MAILING ADDRESS . on -5 CLARK RD D PARADISE. 95969 891 Y CONTRACTOR'S NAME Y131m, TELEPHONE QC_ /. - jj 5 r • (JV�F /v� 176 C 2 88 �+ r 2�� CONTRACTOR'S MAILING ADDRESS Ir CONSTRUCTION LENDER VER A'I'D; BANK Fireplace 0 1 r LENDER'S MAILING ADDRESS Total Valuation $ r . ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 793.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ .77 BUILDING ADDRESS SA LONNIE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1352.27 LOT NO. SUBDIVISION'S NAME PARCEL M"° PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EI Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap i() 7.00-10--.(K) Solar or heat'pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent - 15.00 .VV TYPE OF WORK New O AdditioA ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOt1 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.001 Mobile Home, S G W r @20.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20.AORLESS 23.00 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, and my'Iicense is in full force and effect.POWER Licens6 Class Llc. No. • OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1 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. X 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 { 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 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 sous 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 forthwith omply witWthQse provisions. t; �` © X /,r / Date 44 1 % G: _.�t _ r_ -- - ------ Signature of�Applicant nn OCvner ❑Contractor ❑Agent An OSHA permit is requireli fog excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. g � � z � Main Service ( 200A TO 1000A {146.00 46.00: NEW CONST. DWELLING OCCUR ( OR ADONS. 109. y rN CONST. MUL�TICOIaIT�LET NON•RESID. ANC CI c Ts @7.50 APPARATUS 8 SINGLE OUTLET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FIXTURES aAl p .50 Ex. Occup. OFIxuTiErs gELNsooEEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 152.97 MECHANICAL PERMIT. r Filing,Fee 20.00 Heating r 15.00 CoolingJ 25.00 Hood 6.50 6.50 Ventilation 3 4650 13.50 PERMIT FEE $ 80.00 " Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R3 CONST. TYPE � yj� TOTAL FEE $ U)28/27 t HAZ. ...�. FEES ✓ IMP FLOOD ...,� CDF P CE✓ PD�'MPVD/1'141)ISSUE 1/ This permit,is hereby issued under of the Butte County Code and/or indicated above for which fees have B ( Y � PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. C- r' Z7.1 7-0Q 0/22A 144 --*10o4,5p WHITE •D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CERTIFICATION OF INSULATION 04/ -65D -D,(3 6go 5/ ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 a LOT N 1� ��� ❑ 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 355 ��� ; ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED CEILINGS •�• ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED _ THICKNESS WEIGHT PER SOUARE FOOT INSTALLED THICKNESS V3 3 �S `' t.. -7« L-17, / `� ,, 6 xv- 1/4 _03 I 1 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER Eocx-,� W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE—INSULATIOTRAC� TQ(i TITLE MANAGER DATE 3 R(J,L� �� SIGNATURE—GENERAL CONTRACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES _.,. . 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 iL— CORRECTION NOTICE G'7 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 notice 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. K, 011 �� I Date Inspector REV 10/92 .O. COUNTY OF BUTTE BUILDING DIVISION -DE9ARTMENT OF DEVELOPMENT SERVICES tit 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE '77 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 completedAf you have any questions pertaining to this matter, or need additional explanat io please contact this office immediately. ell ttl A Date "111spector L_j I -WV REV 10/92 Date `-� 5 Inspector ~ w REV 10/92 +,< COUNTY OF BUTTE ' BUILDING DIVISION f DEPARTMENT OF DEVELOPMENT SERVICES ' - 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE deo 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' ` you If completed. is have an p y y questions pertaining to this matter, or need additional explanation,, please cont t this office immediately. rnr-- nota r -�5 t- ids 3 4 Date `-� 5 Inspector ~ w REV 10/92 +,< 'COUNTY OF BUTTE BUILDING DIVISION DLP .RTMENT OF DEVELOPMENT SERVICES 1469 Qumboldt Road, Chico, CA - (916) 891-2751. ` 7 County CentebPrive, Orovilfe, CA - (916) 538-7541 t 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 1' 60 : y OWNER PERMIT..NO.::,,j, ' A routine inspection indicates that the following violations of Butte Countyf 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 contactrthis office immediately. VIA•-' V4N1 rn� hCOO V e n.PA /A 1,5,, G0 _ l^ '4 P411- CAI L-40�i J { •q � Y - ✓ .:w lido- // do "4 ep- JOAJ Dzte REV 10/92 ispector ES. ENTIAIZA- L 041-650-013' PERMIT#97-0803 CUNAG , JAp ?&Y-" is e- 3559 3559 Lonnie Ln., 8±r New Single Family i ', JzL� rwe�y cr`(g) Wit. .. fi 1� _ x t ' _ a ES. ENTIAIZA- L 041-650-013' PERMIT#97-0803 CUNAG , JAp ?&Y-" is e- 3559 3559 Lonnie Ln., 8±r New Single Family i ', JzL� rwe�y cr`(g) Wit. .. fi 1� t ' OFFICE COPY Address. GAS 3 Meter By Date_ ELECTRIC Meter By Date&Q i - � GSvW x: ,k r � R JOB FINALED (Date)- r Signature t� c ti x V=OK O = Not OK Not ' = Not Ready Applicable 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-ln+Easement Needed (Sketch) 5. Electricity; Locadon•Cleamnces-Gmd-/ /Amp -Concrete 6. Gas; Location-TestWrap; / /Ut / /Nat. or/ /t'fL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Pians) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; SbDSpacng-Marriage Line 3.. Gas; MH TesEDemarKWatve-Connectof. ' 4. Electricity; MH Test-Crossovers-Breakers-DIeararices 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 Tagger - 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1' Zoning RequirementsSetbaccs-Easements �. _i 2. Footings; SoilsSbB-DepthSpacing-Connecton,Steel ' 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplioe-0ecal-Endosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchomStuds-Rttrs-Trusses 9. Siding; NailingaleneerStucco-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:ThUmess Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts -CFI. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5-Circutating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool L ghtg. Boxes-Enclosures-Panelboardsdns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 4 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 M , ✓= OK 0 = Not No OK, RESIDENTIAL (Single & Duplex) • = Not Applicable �p = Not Ready Date.- U ERFLOOR (Plans) OK except #'s Date FRAMING I &_5517a,oning-Setbacks-Easments-Flood-Slope G/ 46.' angers-PostC P­Ftg., Main; Soils-Elec. Grnd.-/ PFtg. Depth ling. Joist-RfV Ftg. G , Soils -St - c. Grnd/tg. Depth j ireplace Ties o Brac.-Truss-Shting: Rfng. replace Throat clearance * VArPorches & Decks; Soils -Steel-/ P' Ftg. Depth ; 9ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles ; Ste s, Main; Steel-Blockouts0rapped fVb-ltieTwalls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date PLUMBING_ (Permit) OK except #'s —�17.,Vater Htc en - ccess=CbMbustion Air Baffle 0/ 4ater Pipe; Test & Anchor -Nail Protection 119^.W,V; Test Fittings & Anchor -Nail Protection 36. yi N Dec -3'0-98'03:58P Western Woods, INC. 5308948601 P.02 AffEAPA=VJr%7 MM Certificate of Conformance Certificate 054050. THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. M by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA —THE ENGINEERED WOOD ASSOCIAT70N 7011 South 191h Street • P.O.,Box 11700 • Tacoma. WA 984 1 1-0700 Talephone: (253) 565.6600 • Fax Number: (253) 565-7265 , L COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-75 _ PERMIT o (Rev. 12/96) APPLICATION ANDOERMIT ASSESSOR PARCEL NUMBER �-^ .� ('� V 20NINL�U® BUILDING PERMIT OWNER TELEPHONE - s �7(Z- 12_V SQ. FT. OCC. BUILDING VALUATIO sor— o o Q cy'2 . OWNER'S MAIL ADDRESS C L Atl1 A5. /^� Q . "lo // 104A, d FSC `� / � �< I CONTRACTOR'S NAME �J C) W •-A�ek_ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ O O '— ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS oA `/� L / /V !—_/ Energy Plan Checking Fee $ $ � I �md ls,e- PERMIT FEE $ 'Z LOT NO. SUBDIVISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF AD,ple, ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: r roCSMMobile op D Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home I S I G I W @20.00 PERMIT FEE $ ' ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 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, 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 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 the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith ompl h thDpfie provisions. X Date %'� Sign ure of Applicant - ner ❑ Contractor ❑ Agent An SHA permit is require excavations over 60" deep and demolition or construction2 of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. 3.5QSo OR ADONS. NEW CONST. MUALCTCoBR.Hu�TLS. N°µRESIO. C @7.50 POr APPARATUS a swGLE OvnEr CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL @ .so Ex. Occup. OuTLEr°rs APP .°En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ c CONST. TYPE -� OTAL FEE $ `"Z D� IMP FLOOD CDF pARC0. PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do , work indicated above for w ' h fees have been paid. _ P� yL ' 93 By PE IT -. - i9pRJ < 200D ReceiptNo. U q?, q1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANT(Date) • .'♦. J: s'i+. .lY`i��'I�•��'I:t4��.a ;�kry P�.�,Ly...�iif'"„':�M.e�I ,,S �t>1.r Fri✓•.-•1dTMril"ni .C. ..:j/Gf�..^ 5:231^t`, lRr. r• -r � gra.g..�y.�::�s�y�,q�A Y'.'!�°'.'.r.FM;: I^rp.�•'.,'$�•� rv�\+.^�'e� �'�. ... `'�Y �� •�♦ ' t r � . i Y , . i 1 , .�D i APPROVED Butte County Environmental HeaM Date . i Si nature 0% IA. _ rj s 1 E14kil tOf+leAEi NAL i' HAL H APR 2 8 1997 .i. Chico, California. I. , C. N r, TNAY V C.I C -p- L-04% 5 a. o P. --NOW .0 A AL % E�N �& llfo`� Environmental Health APR 2 9 1997 Chico, California a -GAG► � __ Gt�G� .. ani► 9I ++„111,.4••,<, • .. . -, +' < "I r ,t I herebyCey*.Yy tt w tfis p4c , SP6C�i t' I r ,,�'0 �fLSSIG��'%, , • •EOi M14 •.. AcG rtEG _, .L CO?IOn Or:6ppr11nm Rej7C,rC� s F' E9 Nh.p F.�1 .......�$9 �. • •p{ .• T'V no. t�zT4 - Krzfhcp , ' „ my �� s, 1•vlslon end f �` Fs '°. F : r:. Y +<.'. y GIA '• R. F. ;'Q ct` _ - TSR ! 11117 t oily F�e::lgrt3C1 E•;a• = EN : lu. -�, PROftinonAl = SIOnru Eng,nf,er under the 1Cw, S rfF ° �+%% TUCKER Viz: ' 2. EVALLIA, Ely = os 1tie siols or Mtr>tt,; 1 E0 E., TION REPORT NO ER -2621F G;N�ER s:> ,. . m ; 40 2 R. F. TUCKER E-5118•./:9o�F`/ctr�sEo���� C/NEE4Q,,' PAGES DRAWING TABLE OF CONTENTS 3319” Q . "''•,i.i,1T l� C,r•'•t,, , No. 2,":. 0. I S`-�� Of NEB�PS �,•,`, • •�` IDWAII G, np.t f 3l •��,1 F6rI,y ° � .err `,„,f►t11JJi►W•'''� 2 PAGES 97GNOi GENERAL NOTES ��*+' Y� U— C� <�G fF , . ,e ''O ,,v -�' n . _- c�tb� 9 4� P >o `.,• SF OF h+'%.. 97GNC2 or. `A L+NDf 4 R,AYMUHD i. ^'1� as ,= - % RA)r MC -I D a 2] 152 2 PAGES c7SCG's STRUCTURAL CONFIGUFiATlONS �. � 1 z w' TUCFER a�/' :� � -„�,; R. f 7UCt ER = D i TUCKER R.F. 97SCO2 TIN /=^_� ]r ✓� ' r�Una9FR _ G� 130E4PE -' 4;1: a TUCKER ��p /� �`% E / �A ti� �d�• 4S•�C d` .. .? 1 s•• . F-isiiTE. : 'ti '- S�IOr' ! Eav 1 PAGE , a \ 1.G ROGtF PANEL SPANS AND OVERHA - ATIC A ` IAL STR 2 PAGES 2.0 FREESTANDING FND ATTACHED PATIO STRUC- TURES ' �•' :�' - --�' 4 5 't•-k,r �� ` j F 14, HKAN 2 PAGES -E ( lST E A ED i PROFESSIONAL I�PAGE ENGINEER S `J No. 4523 ?I PAGE `114 `c 43;p�� 1 PAGE lTU l AGES c7CD0: X11 87 CD02 NO. 26070 ? j 97CDOZI 97CD044 CivIS 4 , GICDCS u ` "clf -A-iuii'`� � c7CDOE . n •,,y 97CD0{ +ii 97CDO9 c: t Q• 9'i i_ 2D818 k PAGES 97 LTOI = � � t 9lLTOL i S7 LTO3 '•O'er •°. ••t 4°• \C� •.�• ,JIIH111114//i ■ 0. +► 10'. C ,CF N __ •P 4,t�gY h„'n..•• �' CEt2T61J,Ti ,l & 158 l � STATE pr fLORMA £k£O E Nom' / f�� s� . .�`. _ R. f. TUCKF RSI 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES i SI CI ? t Q o = c �, L 7 1fiOF CS510,1W _ 1 G-\.' 52C _ PC 4974 4.0 FREESTANDING AND ATTACHED LATnCE PATIO STRUCTURES O FREESTAN �: T 'Qu DING AND ATTACHED LATTICE COMMERCIAL STRUCTURES '••,1,,,,;,,,r•''. H [:f'. '0,4 ollq��l i` .4+�Tos�:j • - .. 4411111 1.-31%1 1 ' . 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURw F. •1 _. _ ' FJd CO �NNt.,ENT PARTS AN CTION DETAILS r f tM �rrart. F v�:i i��' r • .144 �R•f.137ii<l•/� �-y`� - - { 84•;C i'+t�0 k ���(c�' ' t •'C 2.2 (i K? CrJI>'' , -. o i� R ��•lio.; 21.^4 ...'. _ K. F TL!t'yF�. T ��, .�/yo''� '. �'v •/ 7,i•.':`1` t' H. v. f' /r-��� y,\y' �'�+�, _,. -..F' ' S �}' 1. : �� 1 .,•' � .moi S COMPOl+II=tJTRSSON;dECTION DETAILS FOR4�t'G.�i�"t1rERICIAL 1..',TTiCE STI?UCTU'' j�0. �U4 c �1 a .STUC ti ___ *•� ,'� •fQ� !C�}-„ �s,� ^;.>r� ^.: . � lt;: i R. F. TUCKER .�, l•i��j� a4S*',♦ Gi f //,����. ��•.�-�F1 {'7%� ♦•! piGT ��; ,ri' _ r Akr- ti\YV�� �• C� 4 _, �' i _ ♦. K0. 8143 N0. �' iJ7 1 R• iPRDfESS/Ohr,1 1i z T 11O 1$ : IPROFESSION&7ATE elAL i i mer. �'b P ATZ�' I�NE��� j '°�,i, r�\� -- `��` 1140 il PRo TT {{'•� " t �' `•-- `�� .+.4� �i �',tr� ♦ a f• �,�lir (, `,� ►SIIUI::{( •� ' ,.1+V Eli <� _ 4`Iit ��HAL �� ',��+, — '< :.1, , /tt� ` NAL �•' ,,�►`• t -.►y Vi - 6,% � d-_': t,�t,\ �' • f LfcMARI. IN X6512 QF :'•4�l.' N f'E. ” yt/t �1 rt, �+1,�� \t - �a •t u.710>t M►ON7 [f.- 121F - ;� t •-' --. E'%p �f , �`� G, A•E'•.. S� z F - L'/� f�yGINE •.;• �' �' �rrElt� F� : � �' E' O = Q"E 4ti6 F9 . '�`•• • .� = iG f. W -0•.� l 11.11. 7/D/] Am • Z = _ W ; D _ _ �' _ V. F_ 1833 Q -7S%•OF \�r� 727a3 -�' 4 U's`r833 01 :�,: ,y•. fOF R. F. "FUCKER tac.032085 - , �T /4�¢y / ` E267, 14 2-M ;e�'a7-o3-55- WYOMING BUTTE COUNTY �cc•BUILDING DIVISION _ APPROVED t` '517 7 L - ;SPR 18 2000: t 13 t11TE COUNTY FEB _2 1 2007 DEVELOPi/•:.LNT SERVICF—S fi` FtiJ� •�• `LtLN1111iiit J: •!f/iI •• �� c ei'' lit r7/��: L• i 'L` % ,t Ie, •i •.M.•` .� •i. ••••,••.•• n� f,t Clf �! ,\\\`� OF ,{{, !/,/. `� l�l: T% �•1. /1: �. �•• �• ��} •\ : r, O •• Of �{E. �C•itl�.X rt;S eF �' y •^� f1. f. : ✓ - ' • F , Q rH4'i•. n h (3{7 F �4 . <'•` . ULSiEJq_ . W• e . t. •TU!\•' �cr••': �� 1�` is„O; Citi C T ¢�. :� / r L - r .�' a '�/ \ d ice'' ' R. F Tt i % {;SY in E ) , , F T1lt.K�� : ti . _,�F•: '` . /'T, w�" y I:,y ° �' s , a CKc.r< NC SIM. A� F FCk E•C��..i I p, ,.J,. MQHp - r, , , ` '�` ::. v T E1;, K 1? , - c - F+E 4073 t 7J'J 1:'.': L �1r, u� i. , r S', i i _:\+': ;� )j ��• {l1CiA. 'a�, 7 :- fs..' { `%>'t 1.+ pWESUMAL -,� i-;� e • i% 4022 i i !C7 `ii 77 i r r / vi r. }.••� {i' ! •�{�., l y�- n. .:i' ar�=� a.-ca�.,i :'` .ti:'.:•\. `5 f+��\e' ^.j• ,.'r�`t�f:• ��' Irt�••/ �. r _ %' •+�.. o.•• % n ;=\ 1 �' ' f- i.7� • .� t:• .� a ! .;,,/i..0 J i"''j :K� ,�1 • , 4ja+� -_._/ 'J .j'•�x VC .t\� . �• rj+� r I v !\ Ef c4 i �f `y^�A� `^� `o9C^f•/ �5����@ `lDw/� '�, 1,1..•+0 J --f tJP �- �\ ,��,s,/ fa. �•r i•"tttta J t N. T /`,falE- �: S' bee iy.(� Jam` • ...• �� \ rff i/`� �r '� E6?a ;S? L15:: u; /.�o�F. C,���1t ,a. L ti,. •. '•• e•i �i'r1�371E UNI:•';1:�if �. Jv G CJ's£ %S�J7•l�"'-!� iy •r�tsli '�F�ur71:.•atlt:•'LAI�niiJE*ai i ?ti'i�i �.t\t -1 - r _ �y [ •4urtr„ei �"7{•. Tii�..'1. - ��t• ► A, Lesign iinisft V'i c? Fress'we (D5,f) ttU n , ,� ALUMINUMr ^?s in F �fld t�Vori'! 5 pQ' 4D19 2. ALUM .4 �fGN 14 ACCORrDANCE :4'1, ME LATEST E f?',Ohi Gr .�'� �ft� ,; �Q Spar, Ar 45 Q e$ ► el /�•`' ASSOC:rOht'S Ss'ECI CATtL'NS RteO Cfi�.�Tf_ ?0 OF THE UNIFOrRM 8UII.G�t�s C���x. j h endbse�=J�c'ese� _ � �' S?a �; "Yneed Lr>ar>ri •52d FPC{Osof1 - j t_-, 1 1 i X1152 �� © r T J...:... _ = 1 i 'i .< f L1 '., EACH BUTA MNig PERMIT '.?•'Al.{_ 8£ AC.c_0 IP?:,V1 By �'J C MPI�=TE! Y r3ilAS'iS O C+ ,L t n _�•• r:.; ' - , t. �. F. T ` t SIZ5 t ITI1NG AND PFOPOSED v f'• • ... '10.16 �yAtNG �(AC OCl,Tl;7N A10 �Z� O. ! F TL IC{c�.a PLOT Fn - ANS' s1; its�,,:, - .............._, t i �, •Of 6 L '\'J'• �.; \\ eco �� ':i �,:; �.� �i •/ � rJt:'tr 1 • \. a _a••.'3 �S� ` e• �:'t:�!"vi� LC.SJtNGJ: a``v .••_. � i,+'� rte. .i t�}`.'L, '..: %j %. i?. t'. i7..it) 5. �7.�i 1J 37.'� !!!/ 3� ..,••. �YL �t • 4J C-. 'er sr• <`�.� '.r : /. Jti3.�f�y• .i' r' ' t �c 752,' EJ� h1'i.'• t Tj'f: 1. �. ?l.�ti=?�Q.'� '•-'-' 1 rZ .'�1 S �'!!.. !': ? Y_.�•i.,�'.'S..ata s°�•'s ,, .<.. •t. -/'F ::D1 •t,,t,. '1' ., �, I :, .�., i� /_^::� `.. A- K A q , D Tt fi•�-' `3' , • '1 x •i� t� •vt7 !•:,'�' y it •e `"� ;!vl. 'OAD' Ir =0't: 1:S i R C+IAjR�E .:FfIc.T. _ �J c _ t ; d0 Y'J'+.J'<+VS' p!3': 'J-''UARE FO' o R. r. iayv.,�t� ° - �.`Yj tar's i.'• 7: C.. .;�d:t •] fr ,�j C�ry..x� 1Esti i t .Ys..J i'►"'.`'S�i+'re Lam_=• ) )tt �i7 r'i i't •,•i -i rsT.CaiS £ Of =y ;+d jE» °_r(.iUAIRE' FIZ.-CIT _ a +� :' .r��- %•' aiJ •* "t Ar245 tritfeS 3 �'t?fT�r�3� i. " : r 3 PUONDS PER S:'t=t'� R' r (`.:r •: ?S s e SSDan - L = ^P Jd.•.,ie A: -ye:1,00! n- .ar, i�,i� C�.uSc.� t�. _2'3 r_.�S_ - FEP '=•tiiUAR r']V S. C 4 •-in t:,,z ;rte it. n-•1 a� N t' .3f�". _'r.,T "x,.•.,^,- .h .�°" - ��`? ✓iJ2 1 - �a'::�r:�Ei:r$2� •',�i \-; POiiS3v . PER' 'v '• e '' o L > {' `may j 9 ^\` •'571. '�+i ,t•ia.. E^.,. vim. �i �'C ti 1 , . _ G .....:t•``'v c s s_...� i �A it L :.: /ys:'�9b .......... � •., •,- -4 � � i�-7� •3 i:.}hi SL•, - /'.�t.• , •:� 1 1. +,P:. r: ,j•'-' T f+t -kr'r` tN% .g.1,rJ 3L`:r.O T' v Ta Ps. ap�iS! .. r:l• - ��:�- >' 1 w :ti ti. a . t. �Y. �n •+n ;3 ,%.� r•.� '{%j.�+Ci'+':!7•att ?`. Yp._ Ste/+ '3`P1i5 try J r.V }_-ngss _6k - - •�. ^ Fir.. t:9 _ _ L� 3 •" _ �. - F e EY:2T:LtCSe$ F lcseda {_V .�Msea t'1Cltn2�+ N ' 1`�� s s- �•i' a'J• 7� ir'•r j,� . T� Cyp* r•� is OF ?'gj'.oJ�.�'i FIRME �,i:;i _ \ 1l • ,lf'7 iliJ� •..t om e•• _r�. 'r _ •'.i - +' ii '.I i>?55 LilQA ,-` 11..7 L4,S _ . •,c yy1L3 L.2ef;T'#{ �re��iJY` y`- �`. E ,iST) PlIvTC. r)r ^ Less tr� /,r g xraosure f 1'f rte+:• 1 �'� 3 i i 'T'4n ;'['` . 15 .� ►� 1.r '•,::: { l: et=,. •^' " 1 - A • 7� FTs gt� � .,ti• t/� i ri.�J?f' L�A?j±r {1xs :i • t r PtDf i t'!� t" •f� a� •�,ppy�r •� ��': �•�:eL�S` : X.:" ,!t' :'ttiSlYi;%alt, �� ,.•�' _ r� L:• :`:^+: ices..% ;cr-•w�. 51.4 ��.! �• t� _ a. -T+, r :``�C'�."':'•��\ 'rQ 'aX liJr �'< iY Z� n.� f;L'. � �:.i•\ „. ie cp^i`. CT.3 'a J >. ' r7 :u'. fr.t�i='tc_ { :' {it Ur v , .ti 'v . % - _SS LF•�"' 20 Di•i,`litiS ?'-�'�.'c( tne --.r�#,i,:' F00- 4.4 1. �'�� 3 ^Ji 3' Jim. `�/G�+. •• • A z '4 25 PL3;,71CS PER S°'ti;;v�� FC:JT 2 (r( 3C FGiiililS x?t �,'�iARt FC'�JT. R. r. TLCK ; -^f`'�• ae•✓ c . q-, "go to PJtiNOS PER so -9.!_ F_r.}OT• ,fie ttr ^' .��-� .••� ,.`�"_. � t-• • r 1 � i �:01� t 1^aAiE � ~ =1 4iJ?:_�N vF, •��.�: •- -•E. ..a \ , l „ �,• EPC: ;..• j+t-. '( yt.-.. i_ i �'�i3 �ujls'i.r'i'•' t>.ya� `ti ^Ss) , ; ,-•y: i;r >TC.,^S c �f'`�'i ' j irrJ/n¢r� •y.� ; \.:!�i.-_.,,r,L'a:�r" •! •S "1 :3._r_-r� �•, a� ' i . . 'sS, t�ii e 1 C'i47it' S!: •ti y i ID PtZ0 •r`•, ` �� . t Sr �. .., ��L$• y'' ''yAr`. - � ,•p''� AV - PR r y ••a - i < 1t . � ��i � 1• `> :`aC i ,'c�S• a"`, v. f G � C'j> > o_ oiAz No ;'r{'84 .z1I'f t` �•• �Jrt1" • 3••� �) \l ? f � it ii1�,r�n n ;.ate /: v ;,y ��•a s Rei 7�rd y iu I x i I +35#7 R.. F. �� i.fLC=• . L /.,. is ._ a cti .. r #stlo` _y - t� f _ t ins3{?to9rl�3; 9srsles s ; _ = 0 1833 �° s7•� A o ss _ v -a 1 /,, , t_ �o aEf ��, i ti ;ate O 1, '34 »G+t�S.lScail E`r�►M' ice= i 1%,.'. i iel 1• `'\ vt { `s�v 91 ,� 4�$T'�' = vJyJ Yf ' ►iaf14A; FE C�1 i �1`i. r,� _- ' i' , 1 � 61�" � • /'f` �•- � �1 *. /v/ _ � !b.ZO>3 ��� _ f ':. ,'.•�- i. ��. t�:t�i• �- a Tao l= ' c' ./ �,4<<t _ r, i {•- -i f 7.R <1.04-2621P 1f` if tea, l `r � i v ire f : KG 1 7 a ci�L.St+ Or•t pp r. '`� r t'�!rA� � ajp 4T• � s 't } ` i 8 � f• • i.'1 1� �� �C/ L •G ♦ L•r•(y 'lin �y� / 9. / Y;' / i\} J.�rC-U• .• `;•J7 i \V tiyE. r� ,•- } / lrr..� 'Yr�e ••' -- ?•r .;iR:_t. = =' q, %n. •... t •\ .1ti • t \ + • e "�+3' • j -may }r * •,r ,r' $ %� -ATTi -ENERAL - F t tr. •r F NOIT-3 9 f 1 tyr:,' 1 NCV L z t,{EPJ�{. .�y s� ` � 7f y� _ S a9.� �C �,^ • • t 1 • !'+''C \ •" '� -� ��. J L,t�b ♦ 'a ! lIt. f r / hl c •i �4,'L.�� r•i^ i s i ; ^,,tj E -'di t?�E STN`a{= 37G{`!O1 ,' Qt,g--t�•.! a. ,.. ` ! ''�i,•'• �//'}{ 1 ii,C.: % ••\•'`W~�'�c " '`' tt v»7 { �1�E��.V•, �'�r ' +' 9• r!/ /' ✓iti 4�wi�gety,+��2�{�' �� ? yam1i . i\:9,� _J '�38 „ �f•!,3r3+�>)7�{8.y f Aw ` t 17 A • t . 1 �-.i �! t`• r� it'� �\\ \`�,�tsi--+ate'�sit ; s t';ii•(:tL•��=t.:!!^,s! N. .t S. L / wiS iy��; ,-' �j�i, ±+ y' t•i:iZs .t~ VN, y,j/ ;,i 3GF/y4f MO'.7-H-438 A}i!j' •......... xa1! , /.. •t: V,,44y �• �� �•i>-.'1l C1 ' - /S , "'i' CNAL E '•..,n,r.:mnt�r �Jhl11tla:�ili� -,rr a• 'y •--� � { UN 4 GENERAL NOTES: (CO.NIINUED FROM SHEET NO, 1) NOTE: EXPOSURE "B' HAS TERRAJN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES 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 ANY FULL QUADRANT. b. CONCRETE MIX: Fc=2500 PSI 2E DAYS. APPENDIX CHAPTER 31 DMSION 111 PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN LOAD IS 750E OR LESS. CONCRETE SHALL BE A MINIMUM OF. 3.5 INCHESTHICK AND .NO CRACKS WITHIN - 2' -6' OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. >;. FOOTINGS HAVE 13EEN DESIGNED FOR CLASS 5 SOIL ALLOWABLE SOIL .. BEARING PRESSURE 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 SQUARE 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. B. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES_ r S. FREESTANDING. STRUCTURES SHALL NOT BE ENCLOSED IN ANY WJ NNER. 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EfTHER 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. 15. 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. 1 i 7. PATIO STRUCTURES KAY EE ENCLOSED WITH INSECT. SCREENING. 18. STRUCTURES MAY BE ATTACHED TO P.AfTER OVERHANGS PER SCHEDULE - 19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WI a H 'DISSIMILAR METALS OTHER THAN ;STAINLESS, -ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT. BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WfTH. U.S.C.' SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI 1318-6-4 AND SAE J933. GENERAL NOTES FOR LAT fICE. STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2 AND 97LT01 THRU 97006. i. SEE GENERAL NOTES. SHEET SECTION 4 FOR UVELOAO AND ! WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. REVISION DATE REVISION c. Engineering Servlcss �W 1140 All Pre Drive nc NO. 2 E 1 Ekhart. IN 4W14 1. r: IC50 ES Lvl,Ltlrnox REPORT no. ER -2621 KG NONE NAME GENERAL NOTES SHEET EN N RS STAMP 2 5 2000 57GN02 2 OF 2 BUTTE COON T Y BUILDING DIVISION APPROVED No. 16273 Exc.6.3a G1 . ) * , JUN 14 20M 41 I i'ANCL SPgN KA END 9 Lf:NGTH Vp,RIES pROJE�ION 0"N14'� PR0.1ECilON SER Z5 � 162'I3 MAXIMUMO'VER P EL OF LEN 75T. Lc . CRL { 1 •MIN. SLOPz 0.4 MIN. ►GSH. `/FT. . Nth. JO{►� NO FASCIA �Q- INSTALL r OR PAN SCFIEDUI.S' .F.EF�ERS/ OVERHANG = 25X COLUMN CI`1� I SEE OFtoT` STLCOL.I7P. SPACING 2 NSTALL CC COVER PANEL VERTICALLY ��QQ4 FASCIA HEADER I I. � w SLAB 'd GL SEAN ATTiG�IE� STRUCTURE COLALL UMN N -1-_J SHEET 97G 02. VERTICAL SEE SCHEDULE FOR Imo' LTISPAN ATTACHED STRUCPJRt FOOTING SIZE - d" 15 TYP. CUBE SIZE PR SEE SCHEDULES;cF*A CTION �� ��pRt��7� 7^ ROVIDE 1 1/.2'. -DRAIN P NF ` OPTICNAL 3 1/2' PR CONCRETE SLAB G CIA 44 r . ��--x SEE NOTE 1 5, SHEET 97GN02. ULES fr SEE SCHEDULE FOR �-- VARIES- 5EE cCNtD �,, . - FGO?ING SIZE- �cNGTN . CANTJL� FASO A i E SPAR/ C Fq FOR CCLUMN SPACING SEE ) + " Sr, PAT1�9L•'S ND FASC IAt 2.`, 2.c-, 4.1 Cf,4.2 1 I , PnOJECiTON = 2X PANf[ cD�., I I i'ANCL SPgN END FASCIA SER INTERMED. BEAM MAXIMUMO'VER P EL INSTALL OVERHANG = 25X COLUMN COLUMN VERT CALL" I STLCOL.I7P. SPACING 2 NSTALL CC VERTICALLY O .!0E 1- 112' I I. ;N-'� GPT. 3 1J CONC. SEE NOTE y 5 ON SLAB 'd F�d. —d" _l 1/2'0 STEEL •BAR d' 1 0 5' LONG -1-_J SHEET 97G 02. SEE SCHEDULE FOR Imo' LTISPAN ATTACHED STRUCPJRt FOOTING SIZE - d" 15 TYP. CUBE SIZE PR SEE SCHEDULES;cF*A CTION �� ��pRt��7� 7^ F Cc p,�CJtrTlON Gg1Y- P NF ` !aid• L-NGTri CIA 44 r . ESA �- WAN _gun CIA _I tCOV_JR PIS? I I BEAV TF I, 1/2'! STEEL �; WILEVER OVER PANEL 5% COL. I I Lam® 15 = HEADER MAX.. y G / I 57� COL f S ACING INSTALL SPACING _W COLUMN VERs E NOTE #7, SHEET 97GN02. PROVIDE 1 • 1/2'u SEE SCHEDULE FOR DRAT FOO-ONG SIZE oda = TYP. ,� ^'�'' CUBE SIZE PROVIDE ti ? / OPT. 3 1 2 COhC OPT. 3 1/2' CONC SLAB d d D / " �otEssrpy� SEE NOTE 4 5 ON °d SLAB -SEE Q SHEET 97G G2. SEE SCHEDULE FOR -}-n NOTE #^5 ON MULT&AN ATTACHE C�►ti'T1L'VL??ED ETRUCRIRE . _ -NGTN VAR►E� FOOTING SIZE ,L"d' I di SHEET 97GNO2. No. 16273 Vw,' L HSi F -SPAN -ATTACFED, CAtii1L1�ERED `$IBIIS RE �j * EIp o 3o- OT / FOR COLUMN SIZE SEE' 'COLUMN SCHEDULE" ! `- 4' I - �- --� -DATE" REVISION DATE REVISION / CIVIC I NOTE: PATIO WIDTH. VARIES W/ . SELECTION OF HEADER, NUMBER OF -COLUMNS FASCIA pOVEL �=' HEADER A.VENSTALL � � : -• • JUN 14 X005 AND LOADING CONDITIONS. SEE COLUMN = iui INT L.; Eng1neering Servlcas SCHEDULES FOR MAX: COLUMN SPACING. VERTICALLY I ,? t 40 All Pro oriv Elkhart. dl 46514 PROVIDE 1 1/2 f ` v! ' �`.� • � ! .•� ; 'KG IC80 ES VALUATION REPORT N0. ER -2621P DRAIN . _ 'Q =1 I c ' 1. r rt �RUCTUR4L CONFIGURATIONS1/2' CONC. 'd'ULENON`gu6 �SEE CCHED . E PLACEt - 1 2'XSFOR FG SIZE.SHEET SINGL" SPAN FR�SIANW 3MCPJRE BAR As S1,49141N E EERs STAMP 2/8/2000 N 97sco 1 1 OF 2 3�x E' Ak, LW.. Brix KA. OR 3'x El 12 G' an 'C' BEAk HEAn tA.Til.^.E OKAHMC It' FN" 1 1/2' X 1/2'� F k� OR 3 1[?' CJNC.�' I LAB- SEF NOTE S ON SFET S7GN[r Ij SINGLE SPAN ATTACHED LATTICE _" RUCTURE �!ULTtSPAN MEE'SANDIIiG 59FUCTO� r L I f �— TV O'HANG-o-i f 0 xEvLom SEE S-4EDULE FOR I FD'mm- SIZE L I TW ---� OVERHANG --� �, -19 NOTE: SEE Tt i_ES , 4.3. 4.5, 5.3 MiD ..j kUtTISP�,4 FFcEErf11d01h'C � � f' ilMi. O'F;ANO I ITTCE ST07UREt- IN, , OL rEE RATR HATE I CCII!Nh' HT.�,� O ' 3'x Ex 12 t.;A J1�` STEEL 'C' 6EAM FOR EEM! %W 017M, SEE SHEET S7LTC3. DETAIL 'L23'. t OFT. 3 1/2' CONC. SLA6"o- SOA f FOR FOOTING SIZE �}Q SEE SCHEDULE 4 'd' t 2' X 6 112' OR 3A X E?'—� U ALUM. RArIERS W 0 24' C.C. LAiI ICE: I 0.01 E' X. 1 112" x. 1 1/ 2' €; 3" C.C. MINIMUM OR 11Ax. O'RkNc 25, OF 2 "x 2" to 4` O.C. MIN. I COWMM SPA�NL' \ SEE SDiEOULE FOR COL!ltiM. ALL C( OWNS TO BE W59AL ED Yc 1" "Y. !. 3 1/2' COhC: WAY HAVE MORE,WK SLAB. 2 COLULM. j <::fOFiiOXk-- 3 1/2' CONCRETE SLAE:. . cIN� F SPkV F�Si� d'v TTI --TRLICTURL rr C i L / FREESTANDING STRUCTURE-%TTACHED'STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM Sim MM. RXFTER SPAN (CtEM SPAN) •lirl'0 OR MORE SPAIN b 1/2' OR 3' 7 E' ALUM.. RAi7ERR 0 24' O.C. OF CLEM SPAN SEE RAF7E,R NOTE ' tx E.' NO.: G273 (PLACE 1- 1/2 \ , STL . BAR a SHOA'%! SEF SCPZDT ULE FOR FOOTING SIZE. r � IR /InQE�SS��'y1lAl cc �plT. u- No. 15273 )� DATE REVISION I OATS h TW IR I t�PR 1 8 20 TI ti cm Englneering Service3 f N0. 6 1140 A!1 Pro orlve 1 6¢l q.° �,Q"16 pliCiB' II�IC �I�tt,o,t� IN 46514 '' MF ICBO ES EVALUATION REPORT NO. ER -2621 F NONE ,° u STRUCTURAL CONFIGURATIONS _L-- F DATE. — SHED SIN E STAMP S7SE02 2 OF 2 2/1?/2000 N BUTTE COUNTY BMD-ING. VISION APPROVED JUN 14 M15; THIS PAGE LEFT INTENT10NALLY BLANK &W a4= 1140 ALL PRO DRIVE ELKHART, IN 46514 K80 ES EVALUATION QEP7RT EP. -2621P 6LANK PAGE DATE: 2 6 2000 :SAAR 0 3 2000 APR 18 2003 JUN 14 ZM5 C c r € ill • -�+, ..,� 'tangy . a t{ `93 Q J Lj 1. cDO " `1 1 i1 '81 r„1 .J �, ���� lM1l 1 \ T 1• �l --- y —�� 1.- 1.1 W h / tx I CL `da a In Q f Q� w Q it � J . � a o � r 99 to tb V4 w oL Iv OT I�niny�o i--1--{ •- i' '.� /L4,"L t r rte- wz 1-4 4 g 3 . z to OW cf / (� tai •: • ami � O u��tititi aoi(nru)�in Y IP t6 to b w 19 fly tn\ to to to �. z LD 0 0 o u o u a 0000c, h 2 € ill • -�+, ..,� 'tangy . a t{ `93 Q J Lj 1. cDO " `1 1 i1 '81 r„1 .J �, ���� lM1l 1 \ T 1• �l --- y —�� 1.- 1.1 W h / tx I CL `da a In Q f Q� w Q it � J . � a o � r 99 to tb V4 w oL Iv OT I�niny�o i--1--{ •- i' '.� /L4,"L t r rte- wz 1-4 4 g 3 . z to OW cf / (� tai •: • ami � O 1 • 1 e� ! � 7 � r � 1� �. z o 0 0 0 0 0 o u o u h 2 im. iV O C' w xsx�rua_dmsta�a:aa��aa�8� •' �` 6� i --�•�- �8r o.. ._ s � 4 A 4 4 4'Q 4 `/ 4 4 4 N 4 N rj � a 4 Y 4 V yq Y .......... .vV4`i9v144N�Q'19`19N� ' ---._ ;_._.._� '1',�QalYq 4iiq ��.. 'y'V9`14 N+. 8 .___-•-_------ '3 Qlq'q `1 t1N��}N�V„4`/9N i�'• � N4yY Vm.'.. .. r� rr y --�-•r_-- v�tt,,�� C4 V v .Vg4Y4 a1�4N-;O •10� � N4VY90rr••=v � ' 0� y +INi� •ya RyNV9YW Vim•' {, Wa 4-aby�,wh +_^• ..� •"+9N4�4YNV•' W: ;a } y4m � Z y e ±: ♦b a�y,Qa-1 ,a9iaVV 4 .1Na1 °IyV w all -.4a �,�u90YVgr .a � � 4y;4%'�'� �1 '� :i : y11►yy4Y4V•y-• _—a'gtia"laaaa�;`J 1ZNNa19.Y4.0.Ji•— y-. agNa"laaaa�y 1 r04Y9v�(,�_, ;1” a���yaw4aaa4�y 1 ;1 c444Y4o.r. •' 4�ti�w4aaa�yr � ����I� �f C � - i�$d�gQ �C aE p ) 4 Y 494. �l `1, 4 4y49+r4�� 4 YY^/44O ggVO r Qgr.N N 99V9C" '� 04i � �aaaa:x:aa� �- •"`r w°Iq agry ar:raaa..� 99q"O VpQri' .___._ tlaa����� 'aBiORa�tiuDt tlAtBtDiYOtf%t�t aacayacasca �2tLIY2Ctaa aavbiVTUHU — aaaa.aVIN _._—_—_ aiiraaNt!a aaa3t!asdm 000onnnon nOnnonnno nnnnnnmm> nannnnmm> onnnnnmm> nnnnnomm)- c � .• � € r4�±IH�,a`��0 �aaY4 r Jr r4 ±1 y�,'14Mi6 `la9a'1�'1-tQ9 "r+.;NNNW��rlb9`,�0 a4`lyt'iYaaa`lw-199: N4W;41AN/Og4^Ip"7aa M%�q�1Na1nYJ94rnaaa ",'�94YY49v���tliD�� ;qq-t : a ;anwaHaw ;4�yaw w.;�,a :'1 :atiaQaoiw �. .ywa�.y'�aaaa;a�,wl �uut�Ya�aa utrxua�Ytsdaa �na� �fdldl%i�YbYlbb `•9K16i%ERf�fel�babb!2)31� aubtrXXXas�a�::s��s BKbildba�Y�t�aa�aa fy�.d � �� Il ftbilRYi2fSbq. !!!%IfUtbiYfliJab !!yW)9191!lRkf%1wYbt9bb b�&I�INtAYYYtlailt9��iL-- Ul�IFYXkk�t£9k;�'�tRYtZ! s�.F3tiFJkia-Y�Igi4Ed�ypn F mmmmmmmmm mmmmmmmmmm mmll"mrn "n000000000 nlmmmminmmmo Doaoo mmm"nmmmn"mm 00000 Inr""mmmmfl"m.mTm�mmoo �xaxaaxax -4oaa�aaxx�r N49�;r�lOsala ;x� -� :dati�aa�a wtia ;;a=:aa��t�a%:a� ,aaaw9Av :99.0Hah�1`wq"yrq-yah�l�c4'�aw X� s: fd��Qfar 'aald)dffi�31ibt lssSakYlkbbt% GOflAAGSE61Bid1Gb�ffi �=sE81AtdK5tdybt�t%!"X 6Eid664l6tiCbbtdii>w�1�X �}G���IAbitSbt!%YYJ9b"�b� » r saasd>4uu�at AsaSWISS 4149 GflflbAA�EEYItdiBb�lB ��EAldbld!%lESaMI%1%1�- abfd�Uif�febbl��uuYb�°�3'�b}�b�1��KXX�b��; i od�'�b. 'n �1n71nnmmm +"mmmmmmmmm mrnrnmmmmmmmmnlmm rnmAnnimmmmmmmmiumin In lnmmnlmmmmmmmm�m m" mm mmmmmmmmf'Immmm p Fl _ -LL." tlY '•NY r4 :�4yai�Vgi �44Wga�4aati rW�1�149Y<iV�a 4N�4b�O4�,�.ti it A4�,q Vy4gQi �:�"0� gq-'y•'''4 � — _...!.�.+y `a cs�aa� g4q�O����a�i.a�tx ;a :9 :aq�,a4aaaaw :a 4 ;w ;ani= b44�1w+►�ti yQYa�'�1^I�a�w�ai �agwa-y+�yait,;�;bl � € �'� t4 is mv:eab!d>sit, wuldesuuieis012 aaamxuaaxat> t�teab ffic3JblilCf%&YY�ib Yid bb �tb kiAL'bb.�ldM �aaaba�raaasaaaa�a v!4 . aa�IAxxnasaa tdIdaaaabcrbasa saaNb4ffi��ktl�YYda h4Jb5idxf%btYYt9b1 � J Ed3�i�MYblt�bb t}daa Ykt}t8 W2 is841bi6tb'db! m/nmmmminm m lnm mmmmmmmmmmmm mminlnmmmmoO000an ` m mmmmmm m mmm o a On i 1m rn m m In m Min ill mm o CJ CJ (I 'm m mm m m mm n" rn"n C V o n '�1N4,b Yq V-iNN y �a 1Qatiaaaa N49�I :/�1VV/.�--4 N°" aaa ;aaa �4ti� 4,�..Yr olq�f �9 aq ;"ga�aq��.wa 4V�. a�J1N4, �ZS�X waw�akwgalwa' `ra-.-•IN �1N9=�V 4k1K =aaWa l�yyN yqV�'� .M444 ;;r 3 d t d rt �d�7a" 8N16tltbSlbtYtlaa Asa161dbta4tbtYHa OAASSaldfd6tk�f6f#fRf3 a1dtBKbtktY�i3Sbtlt6Jbid bfifdld8!4w a1%YF Ij!IK ifbtBtYYYuItWi 8tdBtyBt aJdidb<atCaYffa3! safBidhlaaIAYas flbbtt isV199-188mu 61diSMkMWb81lbtYiibi� �B6d1C�tObldE%I%YtlLib,G! ltiSUYYYbbb�lSZle�2i nmmmmmmmmmm mmmmmmmmmmmm mmmmmmmmmmm0000 mmmmmmmisrnn"mm"noo mmmmcnninccn"ninmmn"ou mmmn"mmmminininmmoo .n �y �NNNW WyY4V � •- --- __—.._ u-_-• _.,....—.�._._____.. L a� o o :" o a--...,...,.._ � a a a a a�� � � b 2t b o d - •� —_-- --' T 0 �+ •1'7'1 w d W 4 W W 411. MAN N tl a ,Yt d. a a td �d 2t a a sd - -- - " N � d�� L � a d Ct a s i.� � b a� a __._—_--_—___ —_�__-__�.:� x� a a e b . \•—__-- non nnnn I/ annnnn — nn.nnn(tnN. --_-- 99 aMMaa — mIA n gg• y�.rjN+p V4Y9N 4"0+►VN�VO9`14N�'>Q�R4H9�144Nygv4V9N� '1�gey=14 t q v 9 -4 -V �t�n;Ay�v.�"�N'y Qrow•IW�e1 liiV9Y4W94N-:Q94 Y9Nh im. iV O C' w xsx�rua_dmsta�a:aa��aa�8� C.rb#G�LISt�KNU!:d!jw:Utia.- N im. iV O C' w xsx�rua_dmsta�a:aa��aa�8� C.rb#G�LISt�KNU!:d!jw:Utia.- 2G FREEST.A.N01W, ANr,, LTTe434Fn PP Tit) cru! tc-rt LIxc rAt . Tae &W CCAUN II•A!?G S �0.1.AF STII: MLACtR -- T ra llOrDA:7• G 4IAIF COI TC 701JOAYkT c a7.JW ••I .-17.. ... ND,iT b"TTSM Sf',O1CZI71t16 ' A ' • ..[Ai. Ir -r COLLAN ,+D'T1S FVrr1DL_FOAALDrRADEF. QTS a1Td >1aWE Jaaa1 f� A-" PAN crrpoomNbDBt OOIOU COU" ! EM:• �1?OT7TIJD0)rEADE-A 0 etTT7.4 r aD,WK ALLY COLL%" TRZ lOµ. 1�'A7/1 /OAAnAVfDPAITo 1+VL CVC tOOrf R 4¢E Awt 1 : WS : 7GTfa 56'I j ILEA CPar;. POOrf71 a of E Yi2. Dn1a ►OQTEuaa 1 004M1 JTAEL 9ftuMm 124r . tocru amm 1 mix lid FOOTER � HAA. CONS. POVTUL LP&M Wn3tPCLAT1Cr rOA Al G#4jOAA. pZ R ALW3m I647l CO,tl. f ODID S¢t . WA ON SLAT CAli.., FiIH ATACT. O11.Y1 FiO. .nom ; `W�fI rFU� A�TxfES EAIM tE{ FREE C•h11J1 . C:a:Y►: COLO M ' 1 {3t1iEffXnA0ZM�%Am TG a >v aa}e TM�L1D LLA I- 17 ! e ' AT1xlED D E F#f 4nA[JEa 11 11' f7fEE /.�74CiD 13-r AtH OIMED' A 1+_7' tLYK-COIIiN �• All SP FTA ITA (� SAc!Q ITP. fix Aa+ 1s"c 1 D F77. rm w4 OPACK.. 27 F771 9axMc FT1 Sr+�OS >PlarG E 6-01 I-13F..bv; F11� Wl FTA MP7. rTR FTR rc FTII FIR MlCOLLMa 15 is 7-V WlP7G:r1 ODiR: 25 V Y CCL 2e Y '1 " C0. '10'dT'* Y Tf Cal. 617 Yl 25 25 Y Y ODI C Y Y COI. c . 25 E p -r T. 27 C,,/' e_lV 1f! Ow S -AI FT: c M' TT+l 1rr 1-4 ll1•F O -1V Mr M' T7P, C -c 77 27 PI R'r1 tti 25 TYP° FTI / 1N'r TYPE c, 7M 21D 21 21 t 64' a -t0' 23 20 3C 1 9.1V' ..lc 8 8r 21 fi C 22 C e-0• Sd 22 20 E Fa 25 23� C 74 23 Z2 C V.t 4.17 23 ?D' 8. 7i1 23 23 6 B-7 z it C 1• + r 23 4'-d' "_,O_ -1 V T-7? 23 21 C C 1 1 23 23 C s•V 16•-1V 30 28 E 21-10 31 !D E +-t0 22 15 C 9S 23 22 Ss" 1"� 24 t S 25 6 7 C T19 S 27 22 C 8 �p17' 25 T C e T a 1717 30 30 E 24.10• 32 32 E +$ 22 15 C 7-W 23 22 C TS 2 19 C d 1 22 C .717 t? 2i C td.' 31 M I E ?17.17 34 3< E 151-11• 31 !1 E 1p� 32 32 E. 641 23 22 c Z -0,Z!22 6-14 23 2D C t e 9 1W 23 2.3 C 17-r m 32 E 21•.1' 38 38 E 1♦ -1V 32 32 E Td -1' 34 34 E 22 C. 36 +'S SS 223 1 6 V-25 ZD G T -1V 22 I 1D SO d-0'• 25 24 D fe--F4 33 So 1 E 7--1- 31 37 F le -T x 33 E lTd 35 35 13e E 21 C 641' 2:7 21 C Td Sd 9 21 11 S? dam' 25 25 D les 171 Y E 27-C 38 38 F 13-r 33 33 E IV-- 36 3S E tc . 6 e-7/• p to C 0 -Ir 22 la C 11 SA7 7C 11' ( S -s' eAT 2t: Z D i52• S4 34 E 21•-T 3e 3E .F t?d 34 34 'E 717-0" ee 38 F c A 4'd + ar 22 1e C +•11' 22 e C S'-10 2L 25 t D 13': 35 E 71 d 39 39 F 17-7 35 35 E 1+-r1...37 77 F 4 1? 1 13 4 1 u-1 V 36 3i. E 27S 40 40 F 1 r-0• 70 35 E 1f.2- 9e 98 F • 17 74' • 1 !\ 14{ __ 7 F 1S -ft AD 40 1: J 36 W E IS -e- 3e F ' 5 I T 1i t 14 C d-11- Zfl 6 2: T � � S T -Y 23 21 t ' le -r 2P 27 E 19-1 V 30 29 E 4 d 22 15 C T-1' 73 . 20 C T?- 23 1$- o - C -C ea 73 1t 21 C 14'.17 .2➢ 29 E td-? 3/ 31 E QS 2!, y1a ' 7 a eS 23 22 C to T 36 90 X31\ E 27-10' W 23 F 73-t0• 30 so E 164r 32 9? E i e•T " T . ' 23 D 15-1V ( 21 E 211-17 34 34 F 72-11' 31 31 E /5'4C 33 ' 33 E _ �� p 70 5-1V S•e- 25 23 1SS 37NJ \ 32 E 214 35 36 F 17-21 31 31 E t+1V • 33 ' 33 F 1 r' 70 r1 SA1- 217 26 24 E E 1+-0• m F WJ• 37 37' F 11=T 33 33 E 1f4r 34 34. .F 11' 12 S-+' 2E' 25 25 E 1+$• !4 34'" F 1p3r 37 37 F 1114' 33 33 F 13-r 3E ' 35 F S`' f 13'•1V 31 3,� -•F TD_Y 3E X F 1II-T 34 34 c 17-10- 36 317 f - C 5 e -P Za 76 C ` 4'-0• SS t dA7� t: 1r e- 16 D d` sa 5-10' ?r 2D D \ 13e a7 E lea 30 3 E SA7' 22 t7 O T 22 20 D \ 1717 79 W 2D E 14'-1V 91 311 F .. e S -T 23 .23 21 E 1fAr 91 31 E 1P-1 t' -•35 3s F tt'l 30 SD •E tSAt 'Si 33 F - 6• 9 Ste' 22 E 13-0S 92 $ E l9 -Y y98 98 F 1O.T iG 32 F V.7P 34 34 F I p 10 S-1' Z4 ?3 E 13-r 34 ' . 34 E 7e -r 361 SSD f 10-0' 39 39 F 17.7 3D 30 F � tp +-17' 2' ?2 F' 7 -1V Y 34' E 1T$ t0 X40,: f p•C 31 S• F 11'S � 3: F ' 1 CCE FORKnXtEll RLItO GFJ7iK kETH10D FOR 1!44`X• THESE TABLES aomA E FOR rpmF-.n) 'dDm -- --_" COI .,.=L.AND►RDulDN7E COUP" FCA ••I 7TR�1['Tl�fl ND,iT b"TTSM Sf',O1CZI71t16 ' A E.m�'a:'�GYIRE ALLf, GD1141: Ir -r COLLAN ,+D'T1S 0 QTS a1Td >1aWE Jaaa1 f� I -T YV. COILAA "LIG47 FOOTFT OOIOU COU" ! EM:• F 11•Mu, COLLLN US -4m 0 etTT7.4 r aD,WK ALLY COLL%" 71r D 17 WL COLIMF LENGIN C r CL,M9pEW ALLY DAA 17t M l2 LVA Cvum4LEwm D COUYFALW &Or 174' 7AUX2,4 E 7 C1 VANLJ& F XTIFA QbW 17-r. ALL CCLIA" WY x REPLAC1.T! MCFN A ETRCKX".. COUPr14 1 004M1 JTAEL 9ftuMm 124r 1I• Wlt at Rf!P CEo,11 IN O• JOLM ITM OOLIR4I lid Y w, M REF ACIM Nv f J. [TC. ' h • 3cumm STEM COIIaN 120 LP&M Wn3tPCLAT1Cr rOA Al G#4jOAA. pZ R ALW3m J aa,A1e sr>$ mLlaPr ,r4r . WA 2.1 �sGne c n ..ar rry (PSI , RTI en L�rF TRIS. C.ON'a1'aT GFJ7iK kETH10D FOR 1!44`X• THESE TABLES LAaLg -- --_" t.a: ar a T FAAEM ••I r•,r•+D01.6:fr 4 C1400SE APANEL FROM SHEET 7 TNAT.MASADEOVATE CLEARSPAN FOR YOUR NEEDS. l7,r HlAOOi ' s CHOOSE A ►fAD6i FROir 9fET5 23 THAI ►UES ADC•OUATf COLUR1Ff SPACS4Cs. r r,% WIDFA AAa c m. xm SKI C7Z. FOOTFT WA ! EM:• CON- F VJTER sm 10 FM TME APPROPRIATE 00 AUS CFI 97CODl TO FAWN. C"L• FRSE AnACHIM OsTV.E14 - FOLLOW 1.A9 F�REf Ar.AOm COU&N rR AnADIM nF COLD N SPACW. FOR THAT TM YADTM AND LIVE AM WIND LOAD TYPE USPC-- A'! 6PAPG C rm FTR 7+r WNL FTA n% 4 W JI rmrrFl 7 8 . YS WA WA Y Y I COL I 7a Y Y ODE. WA WA 7 7 (PSI , RTI en 144; IP[' TTPE fF7) tE{ 4E4 tae OTF w • leD trvE TG a >v aa}e TM�L1D LLA I- 17 ! e ' D i D E L 1C 10 10 10 '11 11 11' 11 12 70 jj t17 13-r 27 23 A 1+_7' Za 24 a .- IT -r Ole, 25 6 f 5-V 1x17 26 23 B 12'-r 27 25 6 11=10' .124 24 E 6-01 a -f0• 25 24 a 11d 26 ?r C ]0?' r2r ZE 15 is 7-V D -r 25 25 a 10.7 2e 25 C '10'dT'* 25 25 c 617 6-7 25 25 B T7-71' 28 2e C f sr:c 26 2E c 94 TS 25 25 E p -r T. 27 C,,/' e_lV 25 20 c 10-0, err 2- 25 P O -1V 27 77' fC/ C -c 77 27 e 2c 19-0• 64r 25 2D E 10-7 25 27 c, p1725 21D 21 21 t 64' a -t0' 23 20 B 0,1' 75 ?2 '�C r -r 25 22 C e-0• Sd 22 20 E Fa 25 23� C 74 23 Z2 C T-0 4.17 23 ?D' 8. 7i1 23 23 C TS Z9 a C d0 + r 23 21 B er-r 23,0, 23 C Trp 23 23 C s•V ed f25 . 23 C er 25 t4 C 1017 Ss" 1"� 24 t I SAV 25 2A C 7. tS . 6-11- 23 le 8 �p17' 25 T C e T a 2D c 917 f r T< 19 E yd S a 22 C T• r 23 21 C e•41• +-T 22 to 6 Ta 23 22 C TS 23 21 C T-0' Q.T 23 22 C et 23 22 C 6-V 641 23 22 c Z -0,Z!22 C v17 4-W21 22 C s,T 23 23 c 10d :' f T Z 22 C. 36 +'S SS 223 1 6 V-25 ZD G T -1V 22 is • C SO + T 22 to B T -c 23 21 C TS Z9 2D C e4' d -r = 21 C 641' 2:7 21 C Td Sd 23 21 C S? 23 21 C e -V 0-7- 2t c 40 +a 4-c Z, tc . 6 e-7/• p to C 0 -Ir 22 la C 11 SA7 ( S -s' 22 19 C . S 1V ti C e17 +-r 22 19 C +-11' 22 1s c A 4'd + ar 22 1e C +•11' 22 e C TSF GFJ7iK kETH10D FOR 1!44`X• THESE TABLES 1 I?7005E,Ff&- 1ANDP4C, OF ATTACKED. CU►DNERCAL OR PATIO SMUCTURE WA CHOO.SE�F'-*CFIDR K)rrK WEFDLAV.. WR1DLCOAD AND LNE LOAD. WA 3 FL%IO TRBUI AR -f VA TN FROM TABLE 26 AND CRA~K-c 47N s'77tas7 OF'S1Rl17FURAL CZWA;L RATIOW ' 4 C1400SE APANEL FROM SHEET 7 TNAT.MASADEOVATE CLEARSPAN FOR YOUR NEEDS. 5 ' s CHOOSE A ►fAD6i FROir 9fET5 23 THAI ►UES ADC•OUATf COLUR1Ff SPACS4Cs. INA 0I= THE FCOTER'SI2E SHOWK� WA 7 FOR Se4GLE SPAN ATTACHED PATIO. USE THE POST SF10VO4. t LOOK AT THE iABLESPR Ym FOR ALL C)THOM '5 e F04D THE OC SPACING OF WALL CONNECTIONS ON TABLE eS WA i FIND THE MAOSDI00IPAHE1 TO NEADEi FASTS EAS ON TABLE A OF 97CD04 DETAIL AE. WA 10 FM TME APPROPRIATE 00 AUS CFI 97CODl TO FAWN. S fop CONCRE,T B5 e OsTV.E14 - FOLLOW 1.A9 pY Rp� ' C800SE A COLUMN ►.Ei4GiH i usING CDLumm'A• (e4 OR 1447 ! FCC THE PrA7CMUM COLLI SPPCm ON SLAB-- F*010 -FABLE 2.1 WA 7 CHOOSE A H LADS (7ARX 2. 10r, 2.5) THAT r1AS THE SAME OR GREATER s COLD N SPACW. FOR THAT TM YADTM AND LIVE AM WIND LOAD TYPE USPC-- A'! e e USE COLLP N F OR STRONGER ArrR.E� COLLA04 6 FOLCHV STEF e. S AND 10 ABOVE .: L .TFMU7ARv fNT7Tl•m F0= sWLE SGAX ATTAC"M- STR'=`URxE'- GNjLN* PRa*cr,ON Arpovv!H A i6 6 tj r� (x `� N6:16273 \ c Ep. 6.3`147 ! . e�T1 . e 6 • 10 17 12, 13 • 14 �75 1e ' 17♦ 16 ION 20 21 • 22 z= 24 25 2e 77 2e 2t 30 31: 32 54 36 39 37 38 9i 40 Y- n 42 ' pi/�L/jAJ4G 1FI'I r 4 5 D 1 4 WA WA WA WA WA t 1 5 5 WA INA WA WA W0. t 5 '5 8 0 WA WA WA WA S 5 e 6 7 WA WA WA WA, s e e 7 7 6 WA WNL WA JI 7 8 6 WA WA WA a tlj 7 7a e i i WA WA 7 7 6 e s p' 10 WA WA 7 e t 'o' 9le. 1D tl. WA' ! e ' D i D E L 1C 10 10 10 '11 11 11' 11 12 WA 12 . i • S 9 10 10 10 10 11 11 N 11 12 12 12 12 19 13 73 '1D 10 11 11 12. 12 12 12 14 IN1D 11\ 11 11 11 12 12 12 12 .13 19 13 13 14 14 14' 1t 15 11 \ N,12 12 13 13 14 14 is /5 12 12 N12 13`' 13 13 13 14 14 14 14 15 15 is Is 1! 1e 1e 13 13'- \14 14 13 ' 15 to 16 17 Is u 14 14 *14 15'� 15 16 is to to 10 10 17 17 17 17 to 14 15 1s. ate It 17 17 10 1a 15 is to .4te 17 17 N Is 1s is se le Is ' to ti ti n 17k. 18"a to w 19 to . 1s u 'm is 17 17 to 1d 10 10 7C 20 17 17 17 to 16 U 18 `10 19 �i a is 20 2D 2D 20 21 21 21 19 SO 1a 19 t9 19 t9 2D 2D 20� 21D 21 21 21 2t 22 22 22 . 19 to 19 Za 20 2D 20 21 21 21 X21 X22 22 22 22 ?7 Z7 23 2D ZD 2D 21 21 21. 21 22 22 Z2 M Z7� 23 p 23 24 24 24 21 _ 21 22 . 22 2 . 23}_ 24 1 24 1 ZS 25 23 2! 24 20 25 tJ I QRof E Of 2 7 .} CiV1t �f (;pL1F . imp 1140 PRG WYE ELKHART IN 46514 K 60' fvr * UA71DN PIVWI IR- TP NLmXm YA16, CGUA/, Sr4o4a- roam $0111 Aro GDLL1tw t1x FOP tP[tlIA,IL11rri J4r0 AT7AOKD ' 16►A THIS TABLE MAY BE IJSEO FAR OOMICEI 241- j:AT10 CF LATTICE STRUCTURES 1000 APR 18 2003 MT tss CC No. 16273 y Lip. 00- 14 0. 14 2005 BUTTE CC3UNT`� BUEL®7IIG DIVISION APPROVED ,1 �n c�ccA` TAUN•Ir ••lI1 •TYAi-aJc[\rAKA1t[)f-Iwl cT[rild TlnlncQ LYE LOAD TR6 NOI}4 (' 1 AI(AY Y 1 (a.w 1C' 1 (CAV WE LO D tP T%[% 1MQrl/ (Fn is CLOVC(:l'✓ (1[CL Mf10[C I G .&A. lc .Q CL C ([wN Tia9 YYD:H mm COLI,YA SMCIAG CONS FOOTER SIZE Wl074q. 51Z£ MAk COltllN SPACJAC CONS. FOOTER 5� HAA CON:. FOOTER Yg CCIUMN FREEBTANCHr ATT SPAS FOOTER Y ( F'1R C.O_Lum FEICfRE Y rr it 1Y it A"k COLL%" CONS fDCTTER SlL� .INx OOl,i9. FOQfH! SQE FIlEFJ1ANDNG ATI COLU[RlATT 5 S fRE4<b-7M47(+G ATT FREESTANOM- ATT COUINN SPACwG F:iff.STArl71rC ATT FOOiE31 Y FTR Y SPApNGFTA 32 27 FOOTER 'C IM COLt"i IlEK3M9 8'T' 1r -15 ic FTR `e Sti'ACNC (FT! FOOTER 1r OOLUM14 /E7GHT8 r7' sr is tr f7R Y 11'11 FOOTER 1r FTR " V(PsntFi) COlLAO4 FBCiRS tf : iT1?it 5-11' WN NOCi4T9 4'r "ir is iR 70 MPH EXPOSURES /u Men CnrL.z.un.0 O 20 C 24'.7- 26 28 30 31 24 29-0' 27 29 31 33 28 47-11- 29 31134 29 ',6 29 20 4' 3'-9' 20 22 24 5 S 2741' 26 27 29 31 26 26-11' 27. 28 31 32 27 37--11' 30 31 33 36 30 30 0 5-11' 20 22 24 33 B 20.11' 28 28 29 30 28 254' 28 •28 30 31 26 35'$' 32 32.33 5 21 34 32 30 6 8-2' 20 22 24 33 7 19.4' 27 27 28 29 27 23'4' 29 29 29 31 29 333' 33 33 33 34 33 1T-4' T 74' 20 21 22 2f4r 8 18.1' 28 28 28 29 28 21'01' 30 30 30 30 30 .31'-1' 34 34 34 34' 34 17 9 7-T 21 21 22 . 31 9 iN- 28 28 28 29 28 204' 30 30 30 30. 30 294' 34 34 34 34 34 36 9 64' 21 22 24 32 10 18-7 29 29 29 29 29' 194r 31 31 31 31 31 274r 35 35.35 31 35 35 30 • 19 64' 22 22 24 ; 32 11' 195' 30 30 .30 .30 30 19S 31 31 31 31 31 26-2' 35 35 35 35 35 31 11' 6-0' 21 23 25 ; 29 17 w4r 30 30 30 30 30 1T-11' 32 32 32 32 32 25-1' 36 3s 3E 38 36 25 17 6-9' 23 25 28 17 a-2' 31 31 31 31 31 , 1T-3' 33 33 33 33 33. 2C-1' 38 39 36 36 36 31 135-6' 121 22 24 26 ; 33 14' 13•a' 31 31 31 31 31 16-7-. 33 33 33 33 33 23-2' 37 37 37 37 37 32 14' S-4' 22 24 26 16' 1S 13-2' 31 31 31 31 31 16.0' 34 34 34 34 34 270 37 37 37 37 37 13-1- iS S -Z* 123125127 J 25 30 16 178 31 31 .31 31 . 31 1S$134 32 34134134134 33 35 32 21'5" 37 37 37137! 30 37 30 16 F -T 2425271; 32 .32 32 33 32 234' 35 35 35 35 • r 17 1 3-9' j rr� 26 28 30 21 13•$/ 29 29 29 ?n LA ON FYoncllwc 195' r 33 t5 18 253' 26 28 30 31 25 34'-8' 28 30 33 34 27 4' S 19 23-5 26 27 29 31' 26 37-3' 29 30 32 34 29 5 20. 27-0' 27 27 29 30 27 30'-4' 30 30 32 33 30 S F3 20 20-11' 28 28 29 30 28 28'-10'31 30 31 31 33 31 T 3' 21 20.0' 29 29 29 29 29 2T F .32 32 32 32 32 6 5 21 19-Z' 30 30 30 30 30 26-e' 33 33 33 33 .33 9/ 5 Z2 16-T 30 30 30 30 30 2S -T 34 3.34 36 34 34. r 1 T 6 21 1T-4' 31 31, 31 31 31 2f4r 34 34 34 34 34 '11' 6 21 18'-T . 31 31 31 31 31 24-1' 36 3636 6' 36 ,36 17 7 22 1S-11' 31 31 31 31 . 31 27-4' 36 363G. 29 36 36 13 7 22 1S-4' 32 32 32 32' 22 24 26 36'36 .20 36 36 tr 8 23 1S -1C' 32 32 32 32 34 M,3771,37 30 37 37 37 '37 1S B 24 14'-4'1331331331331- 34 28 21'-11' 30 31 33 35 30 • Z7'-11' 37 37 16 20 r 24'3 30 32 34 36 24 29-0' 31 33 36 37 26 3946` 33 36 38 40 29 20 r 9-T 23 25 27 28 18 23'.7' 29 31 34 35 24 34'-1'• 32 35 37 39 27 4' j S 27S' 29 31 34 35 26 26-11' 30 32 35 37 27' 35-4' 32 35 37 39 30 7'-10" S T-11' 23 25 27 28 19 20-10' 29 31 33 35 ,25 ,30-6 32 34 36 38 28 S 28 6 20-11' 29 31 33 35 27 29-4' 30' 32 34 36 28 37-- 32 U.37 37 39 31 26 1 .6 8-7 Z3 25 27 28 20 19-0' 28 30 32 34 26; 2T -1o' 30 32 35 37 29 6' 1 T 194' 28 30 32 34 27 23-8' 29 31 34 35 29 29-1Q 31 33 36 37 31 27 T T-6 22 24 26 27 .20 1T-7- 27 29 31 33 '26 25-9' 30 32 34 '36 30 T 29 6 18-1' 28 30 32 34 28 21'-11' 30 31 33 35 30 • Z7'-11' 32 32 35 37 32 28 8' T-0' 22 24 26 27 21 16-5 27 29 31 33 27 24'-1- 31 32 34. 36 31 8' 30132 9 17-1' 29 29 31 33 29 20$ 30 31. 33 35 30. 26-C 33 33 35 37 33 13 9 6-8' 23 25 27 28 21 16F 28 28 30 32 28 2Z-9- 31 31 34 35 31 9 37 10 16-7 29 29 31 33 29 194'' 31 31 32 34 31 2647 33 33 34 36 33 36 10 6-4' 23 25 27 28 22 14'•x' 28 28 30 32 28 21'-T 32 32 33 35 32 101 16' 11' 155' 30 30 30 32 30 18'47 31 31 ( 32' 34 31 2r-6 34 34 34 36 34 13-1- 11' 6-(r J 25 26 28 30 21 14'-.7 28 28 29 311 28 20'-T 32 32 33 35 32 11' 27.5 17 14'41' 30 30 30 32 3D 17-11' 32 .32 32 33 32 234' 35 35 35 35 35 r 17 1 3-9' j rr� 26 28 30 21 13•$/ 29 29 29 31 29 195' 33 33 - 34 33 17 29-11' 33 33 35 37 13 1r-2' 31 31 31 32 31 i 7, 33 33 33 33 33 27.6 35 35 35 35 35 1 13 6-6' 26 27 29 31 22 1,7-11' 29129 (29 35 31 29 J 18' -Il' 33' 33 33 34 33 13 37 1r 17-8' 36 36 38 36 36 . 16-T 38 38 38 38 38 27-U-42 32 .42 42 :42 42 33 33 33 34 14 ': S-4' 27 17.28 6-' 31 27 17-T 35 '361-161.311,16, 35 35 32 35 lir-6-4040 MALCI G PROM , 9 40 40 40 40 40 14' 15 32 15 13-2' 31 31 31 31 31 IV -Cr 134 39 31 3•: 34 34 21'-0' 37 3367 '37 37 f0 15 6-7- 26 28 30 32 X23' 17 0' 35 39 I ii T 34 34 34' 34. U 1S 37 37 37 37 16 178 31131131131131 36 36 3E 36 16--6- 134134 39 39 34 34 34 204' 37 37 37 37 37 25 16 S-0' 28 28 30 32 24 11'-T 31 31 31 32 31 170 35 35 35 =41 16 20 xi Nwrl t CAJv 24'3' unc '30 0 34136 21 28 29-4)r 31 33 9', 37 30 40-1' 34 36 39 40 34 20 4' a-6- 23 25 27 28 21 23-7' 261-31 26 33 35 28 34'-7' 32 34 37 39 32 4' j S 72'-8' 30. ;32 32 1r 36 30 26-11' 31 32 .35 35 36' 31 23 35 35 37: 39 35 7'-10" S 8'-11' 23 25 27' 28 -_22. 21'-1' 29 30 33 3d 29 30-11' 33 33 38 38 33 5 28 B ?D-11' 91 31 .34 33 34 31 2S-4- 33 33 34 36 33 .35-10' 375' 36 36 37 38 36 26 3 S-T.� 23 25.27 9-1' 28 23- '19-3- �1T-10' 30 30 32 33 30 28'3' 34 34 3S 37 34 S 1 T 19-4' 32 32 32 33 32 235' .34 34 34 35 34 30-3- 37 37 37 38 37 27 T �T4r 23 23 25 27 23 8" 31 31 32 31 32 33 31 32 264' 24'-S 35 36 35 36 35 36 36 36 35 36 T 8 29 9 18'-1' 33 33 33 33 33 21'-11" 34 34.34 24 34 34 26-4' 38 38 38 38 38 28 34 �`9 T4 24 24 25 27 24 1d 32 14' 8'5' 25 27129 38 38 38 38 31 24 1S 8'-1'25 25 28 30132 9 .17-7' 33 33 33 33 33 20-8' 35 35 '35 35 35 265' 30 39 39 39 39 13 S$ 6$ 24 •25 27 28 24 15-8.' 32 33 32 33 32 33 32 33 32 23-1' 21'-10' 37 37 37 37 37 37 37 37 37 37 9 10. 37 10 16-T 34 34 34' 34 34 19.8' 36 .36 36 36 36 264' 39 3s9 39 39 39 36 10 6-4' 25 25 27 28 25 14'-11' 1S S-1' 30 32 35 36 27 .33 33 33 33 133 33 13-4' 37 37 37 37 37 15' SEE TABLE ON SHEET 2 OF 8 16' 11' 165' 34"34 38 34 34 34 18'3' 36 '36 36 36 36 26-1540 130-1321351361 40 40 40 40 13-1- 11' 6-0' 25 25 28 29.25 14'-3' 34 34 34 34 34 20-10' 38 38 38 38 38 11' 27.5 17 14'$ 35 '3s 35 35 ' 35 17-11' 37 37 37 37 • 37. 23'-iP 41 41 41 41 411-1 r 17 5'-0' 25 26 28 29 25 13-7' 34 .34 34 34 34 '20-0 �, 3838 22 23 25 27 38 38 38 17 29-11' 33 33 35 37 13 14'-7 36 36 36 38 36 1T -3r 38 38 38 38 38 22-10' 41 41 41 41 26 ill 22 13 .6-6- 30 27 29 31 26 13-1- 35 35 35 35 35 19'-T„141141 3939 21'-1' 39 39 39 13 37 1r 17-8' 36 36 38 36 36 . 16-T 38 38 38 38 38 27-U-42 32 .42 42 :42 42 33 33 33 34 14 ': S-4' 27 17.28 6-' 31 27 17-T 35 '361-161.311,16, 35 35 35 35 lir-6-4040 MALCI G PROM , 9 40 40 40 40 40 14' 15 32 15 13-Z. 37 37 37 37 37 1647 39 39 :39 39 3921'3•*- 32 a343,43 43 43 f0 15 6-7 27 28 30 32 27 17-7 35 39 36 17' 10- 4040 25 1r-11' 33 33 33 33 40 21-10' 37 37 37 37 1B 17-9 '36 36 36 3E 36 15'x' 39 39 39 39 39 20-7' 43 43 '43 43 43 25 16 S4T 28 28 30 32 28 11'3' 35 35 34 35 35 173' 34' i1 a1 =41 16 VVE I PRO1 a Il(• [sT�vO[a we •pcQ LOAD ,Jlr- ILA CONS. fOOTcJt Sia . 71CN COUII[N FREZSIANdNG SPAcm I FOOTER v_1mq 0 20 Y 70 MPH EXPOSURE 8 8 t i'-7 28 30 8 11'-7" 21 23 25 26 19 9', '101-6 •21 23 25 26 19 .1sT" 1014' 20 22 24 25 19 111. 9-6 21 23 25 ' 26 20 17 9-1' 21 23 25 26 21 13 8'- 22 24 26 27 20 1r 8'-S' 22' 24 26 27 2t 1S 8'-1' 23 Z5 27 28 21 16 7'-10" 23 25 27 26 21 1T T -T 24 25 27 29 21 70 MPH EXPOSURE C 34 36 39 41 3e;' T 8' 11'-2' 25 26 28 30 19 9 10'41 25 26 26 30 19 10 1010 23 25 27 28 19 11' 9$ 25 26 28 30 2D 17 9-1' 25 26 26 30 21 13 649' 26 27 29 31 20 1P 6-57 26 27 29 31 21 iS 8'-1' 26 28 30 322 21 16 T-10• 26 28 30 32 21 1T T-7 27 29 31 33 21 90 MPH EXPOSURE 9 37 10 6-T 8' 11'-2' 24 26 28 29' 22 9' 19-6 24 26 28 29 22 10 194r 23 25 27 .78 i 22 11' 9$ 24 28 28 ZZ ! 23 17 9-1- 24 26 28 291.. 24 13 8'41 25 27 29 31 ( 24 14' 8'5' 25 27129 38 38 38 38 31 24 1S 8'-1'25 25 28 30132 32 25 16 T -1o' 126 17 28 30 1 32 24 1T 7-7' 27 29 31 1 33 25_ 20 8 t i'-7 28 30 32 34 23 21 9 10.6 28 30 32 34 23 20 r 10 lo'4T' 27 26 31 32 23 2r-11- 11' 9S 28 30 32 34 2' . 6-0' it 9-1' 28 30 32 34 234' 33 35 38 40 13 8'3' 29 31. 33 35 1 , 35 14 65' 29 31 33 35 31 70 MPH EXPOSURE 9 AND'- 25 8 10-0' 23 25 27 28 1& 90 MPH EXPOSURE C 1ti _.-y✓'l '29, "30-T 43 31 90 Urn C -Ar-% C C 20 4' 947' 27 28 31 32 21 17-11* 31 33 36 37 26 26-3' 35137 40 42 30 4"^ 23 25 27 28 20 r 27.6 3L3 35 38 40 25 2r-11- 34 36 39 41 36 38 41 6-0' 27 28 31 32 22 1647 30 32 35 36 27 234' 33 35 38 40 31 S� 1 10 8'-11' 23 25 27 28 S 201-1' 33 35 37 39' 30 Z? 4' 33 35 38 <O 31 ZT-C 35 37 40 42 33 33 9 6 6-0'25 27 29 30 23. 14'-7' 30 32 35 36 28 21'033 35 37 39 32 S. -11'' ,S -r 25 26 28 .30 6' 164' 32 34 37 38 30 294'' 33 35 37 39 32 24-11' 34 36 39 41 3e;' T T.4' 25 27 29 30 24 13'-6'29 31 33 35 29 19-10'33 34 37 38 33 T 12'- j25 r2628 30 T 1T-0' 31 33 36 37 31 18-1C 32 34 37 36 32 23-r 21'-T 35 35 38 40 35 35 37 39 35 8' 6-11' � 25 27 29 30 24 175' 30 31 33 35 30 18'-T 34 34 37 38 34 8' 13 T-10' 26 27 29 31 8' 9 1S-11' 15-0r 32 32 32 32 35 35 36 36 32 .32 1T033 16-7- 33 36 37 34 34 36 37 33 34 20-4" 36 36 37. 39 36 9 6-7' 27 28 31 32 25 11=11' 30 30 32 34 30 IT -6' 34 34 36137 34 7 14' T4r 26 27 29 31 34 35 36 34 194' 37 37 37 381 37 10 6-T 27 28 31 32 26 11'-4' 31 31 32 34 31 16-T 35 35 38 37 35 i0 15' T3` 26 28 30 32 10 11' l r-7 13'$ 33 34 33 34 35 34 36 35 33 34 15-9' 1S•Or 34 35 35 35 36 35 16-101' 37 37 37 38 37 11' 5-11' 28 30 32 34 25 101.9' 31 31 -V 34 31 16 -Ur 35 35 35 36 35 11' 16 I T-0" 26 28 30 32 17 13-0' 34 34 34 35 34 14'6 '36 36 36 36 36 18'-1' 38 38 38 38 38 17 S$ 28 30 32' 34 25 10-4' 32 32 32 34 32 IS -2" 36 36 36 36 36 17 TABLE 3.2 13 175' 35 35 35 35 35 13-1tT 36 36 38 36 36 ir4 39 39 38 39 39 13 S$ 29 31 33 35 26 9-11' 32 32 32 32 32 14'-8' 37 37 37 37 37 13 ALL FOOTERS LISTED ARE CCNSTRAD 14r 17-0' 35 35 35 35 35 13 -r'13 -r'37 37 37 37 37 164' 39 39 39 39 39 14' S329 31 33 35 27 9'-T 33 33 33 33 33 14'-0' 37 37 37 37 37 14' TO USE NONC•ONSTRAINED FOOTERS 19 11'-T 36 36 36 349 36 17-1Q 37 37 37 37 .37 16-T 40 10 40 40 40 1S S-1' 30 32 35 36 27 93'33 33 33 33 133 33 13-4' 37 37 37 37 37 15' SEE TABLE ON SHEET 2 OF 8 16' 11.3' 38 36 38 36 38. 17S' 37' 37 37 37 37 15'-T 40 40 40 40 4011 1 16 1 4'=11' 130-1321351361 28 1 8'-11': 33 331331 33 13-1- 38 38 381381 38 16' 70A 90 MPH EXPOSURE B 1 70 MPH EXPOSURE C 70 3 90 MPH EXPOSURE 9 TABLE 3.1 j 25 r 27.5 29 31 34 35 28 26-11' 30 32 35 '37 . 29 37-11' 33 35 38 40 33 25 4' 9-0' 23 25,27 28 20 23-5 29 31 33'35 28 37.3' 32 34 37 38 31 r 1+1 S 27-71 29 31 33 35 29 25'-0' 31 32 34 38 31 363 35 35 37 39 35 S V -0r 22 23 25 27 21 21'-1' 28 .30 33 34 29 29-11' 33 33 35 37 33 S 6 18'-0'. 30 30 32' 34 30 27-9' 32 32 34 35 32 37-7 36 36 37 :39 38 6 T-4' 22 23 2'S 27 22 193' 30 30 32 33 30 .28'-7' 34 34 35 37 34 6 yy T 1 T4' 31 31 31 33 31 21'-1' 33 33 33 35 33 294' 37 37 37 37 37 T 64' 22-23 25 27 22 i T-10' 31 31 31 33 31 24'-T 35 35 35 36 35 7' {����L311ii1�i� W. 6 1" 32 32 32 33 32 1947 33 33 33 34 33 ZT-10' 37 37 37 37 37 V 6-' 23 .23 25 27 23 160 32 32 32 33 32 2r -T 38 36 36 36 36 8 MALCI G PROM , 9 IS -4' 32 32 32 32 32 19-T 34 34 34 34 34 .263' 38 38 38 38 38 9 6-0' 2A 25 27 Ze 21 15.9' 32 32 32 32 32 23-1' .37 37 3T 37 37 9 1140 ALL PRO DRIVE ELKHART, IN 46514 f0 1rd 33 33 33 33 33 170 35 35 35 35 35 21-11' 3L9 38 39 39 10 SS 25 25 27 28 25 1r-11' 33 33 33 33 33 21-10' 37 37 37 37 37 10 CBO ES CVA1UAilON RCMRT EF -2621P 11' 13-1P 33 33 33 33 33 16-10 35 35 35 3b 23-6 39 39 3e 39. 39 11' S$ 25 26 28 29 25 14'3" 34 34 34 34 34 20'-10' 38 38 38 38 38 11' sPAHs, coL SPACI) 0, 17 133' 34 34 34 34 34' 16-1' 3. 35 35 35 5 35 27.4" 40 40 40 40 40 l2 S-7 26 .26 '28 .2h 26 13-T 34 34 34 34 34 20.0' 38 38 38 38 38 17 LU rooTER s4zc A,.o ro►ul+N nFt roR rD07ta 13 17-V 34 34 34 34 34 150 :36 35 36 36 36 21'4' 41 41 41 41 41 13 r-11' 25 27 29 31.15 13-1' 35 35 35 35 35 19-7 39 38 39 39 13 COMWERrKES7AIAL S AND ATTACMco { ro"r[Rcsu siauRua[s 14' 17-3' 35 35 35. 35 11'-11' 37 37 37 37 37 20-10` '41 41 41 41 11 14' 4-3' 25 27 29 31 26 17-T 33 35 35 35 35 186 10 40 40 40 40 tq' 5/4E ET 4. or a DATE. 2/8/20031 1S 11'-10* :� k 35 35 35 14.5 38 38 38 39 38 20-7 42 42 42 42 42 15 r -T 26 28 30 32 26 f7 -T 3E 38 36 36 36 t7-10' 4o 40 40 40 ' 40 1S 19 19 19 20 20 20 20 c No. ] 6273 j z � .. E[7.0-30• o� / L 0,03 wl- \� .K4J�-Q v 2 I 1+ 5 r X MAR 0 3 2,900 JUN 1 '4 2005 i't�` o L• Imo. JUN 1 '4 2005 3.0 TREMANNNG AND ATTACHED COMMERCIAL ETRIjrT11RF9 LM LOAD 1m •' �awM � �� a t /lA)•. LPA 'MIE LORD V�9 r . PSF1 L' rMEL C V& -M T -w. vllilH . i YOOTH MAX COIF. FCCTEA eztE. bL4k CcLLW T;;;S +RtJSNG IT? COLLWN FOOTS . Y SPAcm C HE]DifE Y dT 7T 1' 1! fN' CWS. FOOTER 612E r,tz C. -) IAN SPACW . COORS FOOT& e� WX COLXW94 .COLS. FOOTEF WE LL+> FREEF'.A)Iob�A MLL", FOCTEi 'C IM ISPAOW. CX7�U.bw HFIOiTE. 1f 0'7- 7T K 77 CcNfi. FOCTER S2f 1b%l •"I I.TI l.sii . V ry%� 7�i SPAC11� UbP! Y !? 7T !.'�'. tY IFT1 I COBS P -C TER SIF FRanX401,aG A _AM-JP*,I A CXXU�: FB3fT6 `C !7" tf tF K r1 AMONG Arl FOOTET. V CQ 11H'R HE3Ci m 1d eT 7f M /d F•001Ef• 'dIm 1`COLL%WN-mE GHm rr it 1, IV Y 5 is -.4 27 27 25 41 27-r 33 35x38 28 40 2E f 2A' -I-.-1 34 3E3P 32 Al 29 30-T� 36 38:41 30 43 31 42' 5 20-1' 33 35. 37 3S 29 27-4' : 33 35 38 40 31 271F, •35 37 40 42 33 31 6 151-. 32 34. 37 38 30. 20-C 33. 35 37 39 32 24'-'l- 31. 3E 39 41 33 36 T 17'4T 31 333E 3 37 31 18-10' 32 34 37 38 32 23-1-. 33 '3538 37 40 35 33. 8 15-11' 32 32 35 36 32 17'-8' 33 33 36 37 33 21'-T 35 35 37 39 35 )MPH EXPOSURE C e4o 9 154T 32 '32 35 36 32 . 16-T 34 34 36 37 34 . 20-4' 36 36 .I .3>y 36 27-10' 10 14'-r 33 33 35 36 33 15-8- 34 34: 35 38 34: 19-4' 37 37'37 32 38 37 33 11' 134?' 34 34 34 35 34 1547 35 35 315 38 35. 18-10' 37 37 37 37 .37 34 17 1347 34 34 34 35. 34 14'3' 35, 35 35 3! 35. 16-1' 38 38 3E 36 98 3513C 13 17S 35 35 35 35 35 13'-1Q 35 35 35 35 35 ; 17*1' 38 3E 3E 38 38 29 14' 17.0' 35 35 35 35 35 13-4 36 36 36 36 36 16-r 38 36 38 38 38. 30 1S 11'-T 3E 36. 3E 3E 36..17-10' 34 3E 36 3636 32 36. 16-7 38 3S 39 22 3L,1391 ?0 L 90 MFH EXPOSURE E 170 MPH EXPOSURE C 30 30 .30 ,30 30 17-T 27 25'-4' 30 32 34 3E 29 354?- 32 35 37 39 32 5 18'-10' 28 30. 32 34 28 22'-10. 30 31 34 35 30 373 34 34 37 39 34 6 1T-2- 29 25 '31 33. 29 20-10' 31 31 33 35. 31 293' 35 35 3E 37 35 7 .15-11• 30 30. 30 32 30 19-4' 32 32 32 34 32 27-?' 36 36 36 37 36, 8 14'-10' 30 .30 30 32 30 16-1' 33 33 33 34 33 2541 36 36 36 36 36 9 14'47 31 31 31 31 31 1 T 4r 33. 33 33 33 33 20-0' 37 37 37 37 37 10 134' 32 32 32 32 32 16-2' 35' 3r 35 35 35 2243' 38 38 35 38 38 11' 1743' 32 32 32 32 32. 153' 35 35 35 35 35 21'-6 38 36 3838 28 3E 17 17 7 33 33 33 33 33 14'43- 35 35 35 35 35 20-T 39 39 3S 39 140 39 13 11'43' 33 33 33 33 33 14'-7' 36 36 36 36 36 19 -IT 39 39 3S 39 39 14 11'3 3413-4 S3 34134 30 34 13-8' 36 3E 36 38 36 19-1' 40' a0 40' Ao 36. SO MPH 'EXPOSURE C ' 30 4' 21'-1' 33 35 37 39 1 28 24'-11' 34 3639 9-11' Al 29 31'.1' 36 38 41 43 32 r 18'-10' 32 34 37 38 29 1 27' 33 3!I31 38 40 31 28- 0' 35 37 40 42 33 6 IT -7 31 33 36 37 30 20-4•33 f4 mss' 3537 32 39 32 2545 34 36 39 41 34 T 15-11' 30 32 35 36 30 18-10' 3 2 3437 30 38 32 23- 8' 35 35 3E 40 35 8 14'-10'. 31 32 35 38 31 17-r 33 3336 31 37. 33 27-1' 36 36 3E 40 '3r>' 9 14'47 32 32 33 35 32 16-T 34 3436; 35 37 34 20-10 38 36 37 39 '38 10 131' 33 33' 33' 35 33 . 15-9' 34 34 35 38 34 19-9' 37 37,37 38 37 11' 17-8' 33 33, 33 35 33 1'S'-0' 3,5 35 351311 35 1$-1 V. 37 37 37 38 37 17 17-r 34 34 35 34 144x' 36 36 36 38 36 ,$.,- 3E 38 3E 38 38. 13 11-8' 34 34 34 35 34 13-1P 38 3E 36 36 36 17'-4'' 39 39 3E 39 3E 14' 11'S 35 35 35' 35 35 13'-4•13613613636 27 28 24, 14'-11' 36 i6-8' 33 39 32 3? 35 70 9 90 MPH EXPOSURE E / 70 MPH EXPOSURE •C � 40 1 <' 18-4- 28 30 32 34' 2E 273 25 31 34' 35 28 30-T 32 3a 35 38 31 5 is -.4 27 27 19-10' 26 30 32' 34 28 271' 32 32 35 37 32 e 14'-11. 27 . 27 18'-r 30 30 32 34 30 24'-11• 3333 42' 34 36 33 T 13-1 V. 28 2s 1643' 30 30 31 33 30. 23=1' 34 34 34 35 34 8 17-11' 29 229 ff33 15'-8' 3i 31 31 32 31. 21'-r 34 34 34 35 34 9 30 3: .30 14',10' 311 31 31 32 31 20-4' 35 35 3E 36 35 10 11'-T 30. 3' 30 ` 36 3 33 33 33 19-4' 36 36 36 36 36 117-7 11'47 3D 3' X30'3 An3I 37 33 33 33. 18-9' 3E 36 36 36 36 17 10-r 3T 331 38 36 33 33 33 '1T-11' 37 37 37 37 37 )MPH EXPOSURE C e4o 38 38 60 4' 1S -C 3032 35 36 25 18.i• 32 34 37 - 27 25-T 34 36 3E 31 27 22' 33 40 4' 18-4' 3i .34. '371361 35 3E 40 2E • 30-T 36 38 Al 43 31 S 161'. 3L 33 3637 2E 19-10' 32 34 37 38 29 27-4' 35 37 40 42' 33 6 14 ."301 "30 32 35 2818-r 32 34 37 36 30 24'-1.1' 34 36 36..41: 33 33 T 13-70' 29 31 3335 29 164r 31 33 38 37 31 23-1' 35 35 38 40 35 8 1? -11' 3a31 3336 30 15-8' 32 32 35 36 32 21'-T 35 3` 37 3B 35 9 17-7 31 31 3335 31 14'-10' 32 32 35 36 32 20-4' 36 36 37 3e 3E 10 11'-T 31 31 32 34 31 14'-0' 33 33 33 35 3�3 - 19-4' 37 37 37 38 37 11' 113 31 31 32 34 31 13-r 34 34 34 35 34 1843' 3E 38 38 36 38 1? 10-T 32 32 32 34 32 17-10- 34134 27 34 35 34 1T-11- 3F 38 3E 38 38 60 4' 1S -C 3032 35 36 25 18.i• 32 34 37 38 27 25-T 34 36 3E 41. 30 S 1345 29 31 33 35 26 16-T 31 33 36 37 26 27-10' 33 35 38 40 31 6 1743' 25 31' 33 35 27 14'-10' 3D 32 35 36 29 20-10' 33 35 37 39 32 T 11-+-' 2E 30 32 34 28 13-9 30 31 33 -- 30 19-4' 33 34 37 38 33 8' 10-T 28 30 32 34 28 1? -10' 31 31 33 35 31 16-1' 34 34 37 38 34 9 103 2S 29 31 32 29 17-7,33 33 33 35 33 iT-0 135 34 34 36137134 25 2E 10 9.6' 30 30 31 32 30 11'-S' 33 33 33 34 33 1 16-7 29 3513C 29 37 33. JO MPH LxF0.UREG• 25 4' S -V 23 2S 2712 28: 17 23.3A-9 2i 31 34. 35 24 37-3 22 34 37 35 27 4' 30 5 84T 22 24 26 27 18 2C-10' 29 31 33 351 25 29-11- 31 33 36 37 28 5 5 6 T-4' 22 24 n. 27 19 16147 2£ 30 32' 34 26 27-10. 30 32 35 37 30 e 29 T 643• 22 24 26 27 19 1T -T 27 29 31 33 26' 25-9' 3D 32 34 36 30 Ts 36 B 6-4' 22 24 26 27 20 16S 27 29 31 33. 27 24'-1- 31 32 34 36 31, �8 34 9 64;' 23 25 27 28 20 15.6' 28 2E 30 32 28.. 2748' 31 31 .34 35 31 5 31 10 S4?' 23 25 27 28 21 14'43' 28 28 30 32 28- 21'-7- 32 32 33 35 32 10 32 11'' 51-0' 36.37 16 21s 30 21 14'-0' 2E 2E 29 31 2E 20-7' 32 32 33 35 312. 11' 20-7- 17 5-2' 25 2E 2E 30 27 135 2S 29 29 31 29 I SFr 39 33 33 34 33 17 28 13 4'-11' 125 26 27 29 31 21 17-11' 25 29 29 31' 29 1' 33 33 33 33 34 33 17 31 �4: 4--T 26 27 29 31 22 173' 30 30 30 31 26 -lr$ T ' 34 34 34 34 34 14' 32 15. 4'-7' 2£ 28 3013i, 35 22 174T 30 30 30 .30 ,30 30 17-T 3r 34 3.4 34 34 15 90 MPH EXPOSURE C 25 4' *,,94T 27 2E31 37 32 21 17-11' 31 33 36 37 2E 26- 35 37 40 42 30 4' 35 5 N,8 25 27 28 30 21 1647' 30 32 35 36 27 23'-6' 33 35 38 40 31 S 35 e T4� 25. 27 29 30 23 114';7 30 32 35 36. 28 21'-5' 33 35 37 39 32 6 35 T 6�' 25 27 25: 30 23' *13-r' '2S 31 33 35 29 19-10' 33 34 37 38 33 .7 . 33 V 6� 25 27 29 30 '24 ' -1743' 30 31 33 35 30 16-T 34 34 37: 36 34 8 33 9 6-0-\\ 27 28 31 32 X24 11'-11- 30 30.32 9 34 30 17.-6' 34 34 36 37 34 9 32 10 S-8' 27 28 31 32 24 11'1' 31 31 32 34 31 16-T 3E 36 36 37 36 10 32J341 11' S$ 28. 30 .32 34 25 . 10-0' 31 31 32 34 31 1 15-10- 35 35 35 36 35 11' 17 S3 28 30 3i 34 26 104'. 32 32 32 34 32 15 2' 36 36 36. 36 36 17 13 S-1-.• 29 31 33 35 27 9-11' 32 32` 33 35 32 744r 37 37 37 37 37 13 14' 4'-11' 29 31, 33 35 26 9-T M 33 .33 35 33 14'-L* 37 37 37 37 37 14' 15 f4 mss' 30 32 35' 3E '26 93 33 33 '33 3E 33 1341• 137137137137137 1 15 108,90 MPH EXPOSURE B 30 o4' 8-7 23 25 27, 28 20 27-0• 28 30 33 34 27 30-4' 31 33 36 36 31 4' 5 7-4' = 23 25. `27 2] 20.E ?9 30 33 94.2_° 28 2• 32 33 35 37 32 5' / e 643' 22 23 25. 27 21 1933o, 30 32 33 30 26-6 33 33-35' 37 33 6 7' 6-7' 22 23 25 27 22 17-10' 31. 31 31 33 31 =-7 36 35 35 38. 35 T e S-- 22 23 25 27 '22 1647• 32. 32. 32 33 32 24'-1- 3I? 36 36 36 36 8 , 9 6-5' 23 25' 27 28 '?3 15-9' 32, 32. 32. 32 32 23-T 37 37 37 37 37 9 10 S-2' 24 25 27 28 24, 14'-11' 33 33 33 3321'-10 37 37 37 31 37 10' 11' 4'-11' 24 26 28 29 231 114'3 34 34 34 34. 34 20•-10' 3b. 38 38 38 38 11' 17 4'43' ?A ?8 2b 29 24 �13-T ` 34 34 133, 34 34 34 7D47 38 3E 38 38 . 17 . 13' 4'=6' 25 27 29. 31. 25 . 13-1- 35 35 35 35 35 19? 39 13F 3S 39 39 39 13 14' 4-4' 2V 27 29 31' 25 i7 -T. . i 35 3✓ a 35 35 18'-6' 40 40 40 40 40 14' 30 4' 8-2' 23. 25 27 28: 17 2747 ` 2i 31. 33 35 23 301' 32134 t1'4T 36 38 26 4' • 30 5 T-4' 22 24 26 27 18 20.6' 29,31 33 33 35 25 28-7' 31 33 36 37 28 5 8-11' 6 6-L- 22 24 26. 27 . 18 19-L• ' 2e 30 32 34 26 26£ 30. 32 35 37 29 6 23 T 62- 22 24 26.27 30 19 17-7- 27 29 31 33 26 25-7' 30 32 34 36 30 T 28 8 543' 22 24 26 27 19 16-5' 27 29 31 33 27 24'-1' 31 32 34 36 31 B 9 S£ 23 25' 27 28. 20 16-6' 27 25 30 32 27 274' 31 31 34 35 31 9 32 10' 6-7- 23 25 27 28 21 •1443' 27 28 310 3i,27 30 .2 r -T 32 :32134 36.37 35 32 10 74i 11' 4'-11' 25 76 26 30 20 14'47' 26 28 29 31 -2b 20-7- 33133133 3R5 36 35 33 11' 25 17 4'3 25 26 28 30 21 133' 26 2E 29. 31 28 X194r 33 33 33 34 33 17 21 13 Gr 26 27 29 31 21 17-11' 2E 28 29 31 26 18'-11' 3A 29 34 34 34 34 13 14' 4-4 26 27 33 31 22 17'•5' 29 29 32 31 29 iff- 35 35 35 36 35 14' INE 90 MPH LAPCALsKt IW L G - *4- SPAN T10N COLuW4 FREESANDW--- IAT7 E -CLOVERLEAF -"'EEL CAL- S?AflOt' FR7CTi.ER *e F-!Fi J is 3' 5OIY1Rf STEEL COUFAN t1'4T G :.COOTER � I ry H 30 4' $ T 27 26. 31 32 21 17-11- 31 33 36 37 26 .73 25 37 40 42 30 4' 8-11' 5 7--4' '25 27 29 30 21 16-0' 30 32 35 36 27 23F 33. 35 38 40 31 S 23 6 e-8' 25 27 29 30 22 14'-7, . 30 32 35 36 28 21'3' 33 35 37 39 32 6 28 T 64' 25 27 29 30 23 13F 29 31 33 36 29 19-10' 33 3i' 37 38 33 7- * 8 549 ' 25 27 29 30 23 12'4r .30 10 31 33 35 30 16-T 34 34 37 38 34 8 32 9 S -r 27 28 31 312 24 11'-11' 30 30 32 34 30 17-6r 34 34 36.37 23 34 9 74i 10 S T 27 28 31 32 24 11'•4' 31 31 32' 34 31 16-T 35 3R5 36 37 35 .10 25 11' 4'-11• 28 30 32 34 24 10-9' 31 31 32 34 31 1S-10' 35 35 35 38 135 11' 21 17 4'-0' 2E 30 32 34 24 10.4' 32 32 32 34 32 16-7' 36 36 38 35 `38* 17 13 4-$ 29 31 33 35 25 6-11- ' 32 32 32 32 32 I F -r 37 37 37 37 371 X17 28 14' 4-4' 28 31 33 35 26 9-T 33 33 33 33 33 14'4- 37 37 37 37 37 `14' 40 4 7-7 . 25 27 29 30 20 17-11' 31 33 35 37 2E 2B3' 35 37 40 42. 30. 4' 35 S e1' 25 27 29 30 20' 164)' 30 32 35 36 27 2346 33 35 38 40 31 S 27 6 5-10-23 32 25 27 29 21 14-r 30 32 35 36 28 21's 33 35 37 39 32 6 I T 5.6' 25 77 29 30 22 13'-6' 29 31 33 35 29 19-10- 32 34 37 38 33 'T 129 6 S4T 25 27 29 30 23 17-6 , 30 31 33 35 30 18-T 34 34 .37 38 34 8 8'-9' 9 4'43' 27 28 31 32 22 11'-11- 30 30 32 34 30 . 17.6 34 34 36 37 34 9 10 4'-6' 77128 31 321 23 11'.4- 31 31 32J341 31 1 16-T 135135136 37 351 10 INE PRC -1O 1/7' ErMUOaD MZAO[E IW L COM5. FOQFE•a 62E LOAD *4- SPAN T10N COLuW4 FREESANDW--- IAT7 E -CLOVERLEAF -"'EEL CAL- S?AflOt' FR7CTi.ER *e F-!Fi J is 3' 5OIY1Rf STEEL COUFAN t1'4T G :.COOTER � I ry H T SOLIAR£ STEEL COLUMN eT 1! 0 MPH EXPOSURE 8 25 104T .23 25 2T 28 21 _8s: gr .73 25 -27 28 .22 -10 8-11' 23 25 27 28 .22 11' 6.6' 24 26 28 29 22 17 8-7" 24 26 28 29 23 13' 7,-10' 25 27 29 31 '23 74' 25 27' 29, 31 23 EIS 73 26 28 30 32 23 747 26 ?8 30 32 23 90 MPH EXPOSURE C 25 6 10-0' 27 28 31 32 21 9 94S 27 28 31 32 22- 10 6-11' 27 28 31 32 22 11' BS 28' 3C 32 34 23 17 U-7 28 30 32 34 24 13 T-10' 29 31 33 35 23 14' 74i 79 31 33 35 24 70 MPH EXPOSURE 6 30 6 V.7, 20 22 24 25 21 4 8 T 20 22 24 25 21 10 B -r 20 22 24 25 22 11' 749' 21 23 25 26 22 17 TS 21 23 25 26 23 13• 7-7' 22 24 76 27 23 14' 6-1Q 22 24. 26 27 23 1S a -T 23 25 77 2B 23 90 MPH EXPOSURE C 30 89-7. 27 28 31 32 2, 9 8 T 27 28 31 32 21 10 9-2' 27 28 31 32 22 11' -f-r 28 3D 32 34 22 17 TS 2R 30 32 34 23 13 7-7 29 31 33 35 23 14' 6-10' 29 31 33 35 23 1 15 a -T 30,32 35 36 23 4;, 8 7-11' 25 27 29 30 20 9 7-6 27 28 31 32 2. f i 10 T-1' 77 28 31 32 2 11' 643" 28 30 32 34 21 I 17 6.5' 2.8 30 32 1 34 �2 1 13' E-7 29 31 33 35 22 I 60 7 6-11' 251 27 129 30 19 8 64' 25 27 29 30 20 9 6-1' 27 28 31 32 20 10 8'-9' 27 28 31 IX L 20 • �WWALTDM TRW= W- 1140 ALL PRO DRIVE WHART• IN 46514 KBC IS IVAIUATOM mPORI ER -2621P, NLADLR SPAMS. COLUMM SPACIM6. 1D011p SIZE AND Cy"K% OLURw TFOR fRriSIAMOOMC AND ATTACKED C OY►4 RCUI 51 RUCTURES 1. r sMlrt 5 a e �iel7�i APR 1.8 2003 or, MunspA AilACHM 11'-[/' ts4r i[f4i t6.O' JUN 14 2005 BAT'S COUNTY BUILDING.IVs 1 IT. APPROVED ►L47V►•4JM CCtLPAN H6 COL COLL&" DEIC--Rw TtON SO4GU FOR ALL COL UNMS SEE SPAN DEZA)L'T' WAV ATTCHE E -CLOVERLEAF -"'EEL CAL- 174Y F 3' 5OIY1Rf STEEL COUFAN t1'4T G r SOLPM S'tF> L COLUMN 11'-0• H T SOLIAR£ STEEL COLUMN 714E ,1 I f SOLD£ STEEL CClLU TABLE 3.3 • �WWALTDM TRW= W- 1140 ALL PRO DRIVE WHART• IN 46514 KBC IS IVAIUATOM mPORI ER -2621P, NLADLR SPAMS. COLUMM SPACIM6. 1D011p SIZE AND Cy"K% OLURw TFOR fRriSIAMOOMC AND ATTACKED C OY►4 RCUI 51 RUCTURES 1. r sMlrt 5 a e �iel7�i APR 1.8 2003 or, MunspA AilACHM 11'-[/' ts4r i[f4i t6.O' JUN 14 2005 BAT'S COUNTY BUILDING.IVs 1 IT. APPROVED 4.0' FREESTANDING AND ATTACHED LATTICE PA TIC STRUCT LNE VA MAXb" COLLW SPAC&C ,�J SSFH C 9EAM� L OAC YYCrTH FCR ATTAOIED LATTICE ON SLAB 41AX 1 CONS. F00T7rG St2 FREE AT7 ACJ p iT-r .20.5 4AaGR MUST M ABLE TO SPAN COLL%W USM COLUMNA' ALL 0014 SPAC•NG FTR FTR 1,H . 17'.6 MAX LENGTH OF COLiAMCJ7lUWLS 30 25 c T `? -S 14'-r (PSF) A 1 10.6 10-T f 0 ON SLAB c Ir 1a -T TYPE 70 WH 14 OR LESS 10 4' 21.11 22•4' 2S -r 2rJ' I 9'11 rte' 1171' 11'3- 20-t0- S 1S -t0- iT-T 20$ 21.'-0- r-1? -V r 101-C IT4r 28 a 1,94- 144r 1114 1rr 9'-C. 74r ir•10' 26 2S T it -r 17-r if -r 164r 24'-4- 27 22 C C IT 10-r 1 r -r 171' iT-r 2V3r 24 . 22 c it r al V_r 117 1r-- 24fr 2e 23 c S -r 117 rr r -11f 101' 10r zr4r 24 23 C SE iT r -r Ora 11-4' 9'r 211-i1' 25 23 c S-0'. 17 T-0 r-4' r- r -r 21r-0' 25 24 c T -Ur 1T rr rr T•10' r-1' 2(r,r 25 25 c. IC -4' tf r -W tr rr Tr 1974' 25 25 c 27 is S -r T-10' r-10' T-cr 711-r 23 25 c Zs IF r3' Sr ra' r -r 1.r -r 26 26 c r -r tr Sr 5,r For r r 17-r 25 25 c 1d IF 4'r C-11- 94- 5-10- 17-1• .26. 24 0: 14 1! 25. fr 57.4+ Sr trr 26 24 c A- 20 '29• 29 4-11 9.1' 113- 27 27 c I 2Tf-1P 30 30 0 s� 111-10- 24 24 C __2r= 30 30 . fr' 4'-r 1S4• 27 27 c 4 90 MPH) to OR LESS 10 •- f" S It• -i' 14T-10 27-0' IT --t ZY-T 20S 2c r. 21^4r 13-10- 30 11-r 30 r Ito, icor 1r -O' 1T4r 11'3' 30 r 17.1' iz-r ic-r iSr 27-r 29 24 c 30 r i0-7' Tr4- i7 ­V` iT-1- 27-W 29 24 c r -r lirZ! zY-4- wr 11'-4' ir-a- dy T-= ' 2s 25 c 1D' I rte- r-10' 103' IV r is- 25 25 C 10• 4 IT T3• W -W 9-P 9.4r 1r -r 27 25 C. 144r 17 r4r 7'-4' - r r rar 111-11' 27 211 C 2a 2e 1T r -c r -r T-ta' : r-1- 14'-3' 27 27 C r 1f V_r 11-4- T4' Td iS-a' 27 27 c = is S -T S-io- 4'-10' r -r 1S -r .77 27 c f If 5-3' S4i VW r -r if -0' 26 .25 c r iT '. 5!.T S -r rr U-11 14'3 26 26 c T3- is 4,1• t-11- B8 5'-10' 17.10' 2e 22 c 19 1T-ao- 4'47' Ste' S -W 13' S 24 26 c 9. 2a 27 24 8-r 5-T 13'•1 29 22 c 1z-iP 21' 25 E 41-10- .sT 111-4' 24 29 c r f 21'-i• 22-W 2S -r 2V -r MAX TIN3 CONS. FoarWG i ADfR MLL 9E ABLE !O SPAT) CCI UfA4 "T -*D s 1r-mr iT-r .20.5 21--r MAX LENG'T)i OF C'JlLPW COLLRAW CT=S 1 B 1f-1' W_r 17r 17'.6 19'-1' 30 25 c T 12'-1- 17-r 14'-r 15.Or 2T•r 27 23 c Ir 1a -T 11'11 173' 1T-11 27.1' 27 24 c 9 I 9'11 rte' 1171' 11'3- 20-t0- 27 24 c IV rS. r-1? -V r 101-C IT4r 28 24 C i1' r-0' r -W 9'-C. 74r ir•10' 26 2S - C 17 T4r 7`4' V_r W4r 11.0' 25 25 C 11 F_r V -r T -t0 r-1' 17`4' .26 28 C it r -r ?f Tom- Tr IF -C 26 26 c 1S S -r 5-10- 1=10' T4 it -r 27 27 C it P -W SE rS .. . r -r 18-r .27* 2T c- 17- 17- S-0' S -r S-0'. 11,2' is -r 27 27' c IF 11.8' f-111 Sr - T -Ur 1t4r 2e 26 C 111 IT it SS Sr IC -4' 26 .23 C 2C S-0• 10 S -r S3' 1T-11' 27 27 C 2T D 116' . f-ir S4Y' iT•r ?0. Zs C S Iff-ur Ir -r. 203' 2i -W MAX TIN3 CONS. FoarWG i ADfR MLL 9E ABLE !O SPAT) CCI UfA4 "T -*D r tf-i' w4r ir-4r 1T4" MAX LENG'T)i OF C'JlLPW COLLRAW CT=S 1 T 17-1' 17-r if -r t1v-0' 19'-1' 30 25 c 8' it -r 11•-0' 4-11 1T -t• 1T-10' 29 25 c 8 7.411 W4r 1Y -C 11'4r 16'-1(r . 29 '` 26 c 10 r -r 8.10' 103 1Or 19-11- 2e 26 C It r -r e'-0- F -C 84r 14.r 28 27 C 12' r4Y r -e 94r r -r it -r 28 :26 c 0 111' dr r -Ur V41 W -W 24 2e C 14 f-0' rr r -c r4r 1T4r 24 2e C 1S r -r S--tr 9-t0' r4r 1Sr 29' 29 C ,_ LrIE' CA]i AM�-Y,:ALW COLLS4 4 SPACING . J`.S STEEL C erclLM LOAD!'Ar1D!Ti r-11' MAX TIN3 CONS. FoarWG i ADfR MLL 9E ABLE !O SPAT) CCI UfA4 "T -*D CONS. FOOTr4G SJZE U61Ju CYXUWH'A' .. ALL' SPAC>r� TFTRI hwaw m MAX LENG'T)i OF C'JlLPW COLLRAW CT=S 1 COLumN 1LC•r • w4r 8'-0'. rn GN sAb C-41 TYPE 90 60p" . 17 OR LI -SS 10' 17 5'-0' S -r r -T . r,Y Iz-r .. 29 29 c C tr 4.4r 4* -11- S_r S -to' 11'-11' 29. 29 c IV 19' I c -r S-4 5* -8'. 1 -r -r 30 30 c .. 217 TYPE 4F 9-1' SJ' 11•-3' 3D 30 c 111 Z1• } 1f -r • 41-10• S-0' 1 r4r 31 '31 c 27 J 14-7 26 for t4:' 1a -r 30 30 C 2D f 11'•1' 11.1 13S 1T -r A 1S3' 26 io 137 G- S r-10' V_r t04' i.rr A # tt3' 111-r 30 ? r-4- Tr c-111 rr r t7 -r 30 30 T r -T- c -r Tr T-10 10-1- 30 25 C E r Sa S -r r4r f-10' it -t0- 29 ' 25 C 21 IT t-11- S-2' S -Ir d--1- 16-10' 29 26 D S-0• 10 S•1' f -r S-- 5-•4' 15-11• 28 26 D 116' it S-4' 1r1- TAX Sr 143- '2e 27 D 2C tr IT. -OF 29 f3- r -r 1f•r 21 25 0 If iT 29 20 E 1d 1f-0' 26 26 0 113 w 27 E ' 11• 14 1J4r 25. Za D 26 -IS E 17 17 A- 11-W '29• 29 0 28 tr 1T 23 I 17-7" 30 30 0 E 1T d•. 1r3- 30 30 E Is, it 7_4' 25 19 1I' -r 11'-11- 30 29 E !I S3' 13-10- 30 11-r 30 30 B S-11' 20 r 11'3' 30 30 is ss Y1- i r•1' 2S 21 C 11'-0' . 30 30 ff 5 T1' T -o r4r r-11' 1 CONS. FoarWG SIZE LrLAX CONS. FOOTr4G SJZE 1_1" MPH' COLL901 10' Ar..ACJ-ED COLLRAW 111' 1 ATTACHED U1MIY FREE r -r C-41 19•-11 30 25 C r r 6 f -r So 5'•11 1T-10- 29 25 C i 0.032 t-10 4* -11• IV -10' 29 26 D IV -r I '4' 19-11- 2e 26 ! c 1!' .. ` 1 TYPE y { 153' 26 27 1O :UNI 111 I } 1f -r • 2E .2a. D 1T f J 14-7 26 0 it t 11'-2' 1 17 1x-6- 2628 1.26 D IS!1 A 1S3' 26 io 137 G- z9 29 .0 1s is A # tt3' 111-r 30 30 0 1T 21 A r t7 -r 30 30 f IV 26 20 A 11•-111 30 25 E f rte- T-io 23 >a A 1d -r 26 21 A !7•f 27 22 A r S -r r S-0• S -r j S•1' T-2' 2S 21 A t rd' T 22 116' S•r S-4' 1r1- 30 25 0 , TAW 2S 2C 4%W IT. -OF 29 25' O g 10 f -F 25, If 15-16 29 20 E 1d A 10-2' i 24 113 29 27 E ' 11• 14 A 9-r 154' 26 27 E 17 17 A- S 1S3' 26 28 E 1T 23 I A 1t-10- 29 Z9 E 14' d•. 1 fr 29 - 29 E Is, A 7_4' 25 19 1I' -r 30 30. E 16 S3' 13-10- 30 10 r -r Ir S4' S-11' r s^. ' 4'4r f-9'. ss S d- r•1' 2S 21 C r t -r 4* -r r r -r 23 20 it -r 29 24 E 9 15-10- 28 24 E IT153- 21 C 25 10• 4 28 25 E 10 23 15 ( 144r 26 26 E IT S. 14,-r 2a 2e 27 >: 17 A 9-7* 25 18 1740' 27. 27 E. 1T 4•41- 1741 28 28. = 111 i c 13'-r 2e 26 E f 3.10' ?-0' 4' -11V -t+ 1 r4r 23 16 c S r r T3- 23 19 14'8 U 23 r 1T-ao- 27 M r-tP 23 20 c 9. 17.4' 27 24 E 1z-iP 27 25 E Y 117 If u r 27 7A E UYE TR18 o o2a• x r x a* BM BEAM 1U7 x 3' x S BOX BEAM DOUBLE 0.037 Y x r LOAD "D.TH NAA. C....NS FGOTHG SZM MAX . Tu'B0 CONS. FoarWG SIZE LrLAX CONS. FOOTr4G SJZE 1_1" MPH' COLL901 10' Ar..ACJ-ED COLLRAW 111' FREE ATTACHED U1MIY FREE ATT.4.;hf1J 032 17-2,; SPAC NG 1:2F F M - SAVM SPACING 1:-0' ' FR. 'TR MOA. SPACING F iR FTA 7' -Ur 0.032 ' 2 tr CCLUAnM s -t0- 7-11' 't -r COLUMN '4' 'd' COLUMN WA ' 1 0.032 .. ..•rMMI TYPE wn TYPE :UNI TYPE 90 WH it u)sa _'D 12' OR LESS 10 t 11'-2' 26 17 A 1r�r 29 20' A 1S3' 26 io A S r-11' 25 is A # tt3' 2a 21 A 14'-1- 2e 21 A r TS' 23 17 A 11'-i t' 26 20 A 17-11' 27 21 A T r-� 23 >a A 1d -r 26 21 A !7•f 27 22 A r S -r 23 17 A r-11- 2S 21 A t rd' 25 22 A, v r-11' . z3 1a A , TAW 2S 2C A 104' 26 23 A' 10 f -F 25, If A T -r 25 21 A 10-2' 26 1. 24 A- 20 f Y4r 22 14 A 9-r 25 16 A 11•-C 26 17 A- S f -r ZZ 15 A T -r 23 1d A 117-T 26 19, A' d•. 9-1' 23 le A 7_4' 25 19 c r S3' 23 17 A r -r 35 20 c r f -r 23 17' A r•1' 2S 21 C r -r 23 20 C 9 rr 22 21 C 25 10• 4 T -Y 23 15 A 10'-4' 26 17 A- S. 5-11• 22 1s A 9-7* 25 18 c 6 4•41- 22 16 A r$ 25 19 c r4r 23 16 c r T3- 23 19 c r r-tP 23 20 c 9. rd 23 21 C 30 117 If 8-r 23 i5 A 9•S' 2s 16 c 5• 4'-11' 22 15 h rd 25 16 i c . Tor 23 17 c r 7'-1' 23 16 C r { 54- 23 19 c 40. !. -r-c 22 14 A r=Y 25 16 C ' } f T -r 23 IS c S 5-r 23 17 C BO a t r T-1" 22 74 A s -Y 23 15 G CLcARSPANS OR 2X4 AAFTDt7L LIVE -PANE--.. _24'O.C. 0.020 x 3 -SQUARE ALUM COLUMN . Tu'B0 OVER LOAD T WIS9 1_1" MPH' HANG 10' G•024 D'.2�. -O:. iT-r 1s�1' 111' 20 �OM4.11 3w10-- t•11' (E- 032 17-2,; s -r 25 0.02416- 6 C SQUARE'STBEL COLLAAN 1:-0' ' 0-032 11'-9' S•t0 30 0.024' T4Y 7' -Ur 0.032 104r 1-4- 40 0.024 s -t0- 7-11' 0.032 60' 0.024 N/A WA ' 0.032 ?,-r ' 7.10' FOR 10 PSF DOLP.SLt RAFTF-RS .4AY BE USED 4d• O.C. c01 FOR ATTACHED LATTICE' PATIO STRUCTURE'S COLLom W>rl A 0.020 x 3 -SQUARE ALUM COLUMN IT -61 B 0.037 r 1 1? SQUARE ALUM 11. MAX COLUMN LENGTH . SCROLL COLUMN sa' B omr t r SQUARE ALUM COLUMN 1 r.r C D.D402 rcLOVERLEAFCOLUMH 17.0 D FUMM) COLUMN ALUK 0.087 174r (E- 1-5T1StLCLOW. 17-0 `30 FTutCOLLAW4 i7L" 6 C SQUARE'STBEL COLLAAN 1:-0' ' H SQUARE snEa COLUMN 174r A'= s kLAX3ritJ1+ CULt.MN LENGTTF! L A" I0 AIAXM_W COWAN LENGTH MAR 0 3 2000 �C COLUMN SLHEDIAE FOR FREESTANO NO STRUCTURES AND MER EDIATE COLUMNS FOR WV17WPAN 4TRUCTUR£S COLUMN " NOTES -r MAX. GCIUMN LEW.TH F 11. MAX COLUMN LENGTH G 12 MAX COLUMN LENGT!< H 17NAX COLUMN LENGTx ' X6070 �. moi• 3-��"�' •-,.,rte- - i I Apar •.v Q�' ALL COLLRANS NAY BE RERIACED WITH A STRONGER 00. •A' MAY BE REPLACED YO BJ {��-` No. 16273 Z 'B• MAY BE REFIACM VRCJ,e'TC. 1 lap. 6.30. O LBMFAR tNT=JRPOLATION FOR ALL CALCLILATI0NS S AL1 e FC tlt um Dm PRmxT% w- APR 18 2003 1140 ALL PRO DRIVE ELKHART. IN 46514 Icee ES rvALUATIOM REPORT CR -2621P RUDER SPANS. COLUMN SPACWG, FOOTER Sat AND COLUMN TYPE FOR TRCCSTAMDING AJ40 ATTA.ti.MCD LATICI PATrO 1MUCTURES SHEET 6 OF 8 DATE- 2/6/2000: pFtSst ✓� VcZc� No. 16273 7p Eip. 6-30.0 7 clvt k_ 41 -IN 14 20Q5 5.0 FREEVANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES UVE TRIP VC EEkV HEADER LIVE TRIS t C EEA.ti1 HM- HE 24'0-C. 2NWV RAF I GLEARSPANS LAM N� MTH ►LF,X CONSTRWNED FOOTER S7ES LOAD WIDTH MAX CLkiS'1RAINED FOOTER SIZES A+?'A)( ROOF HEIGHT 16 COLUMN FREEFIANDING I ATTACHED COLUMN FREESIANOING ATIACHIED LVE PANEL EXPOSURES MAX SPACING FOOTER 11r M FTR II Ni SPACING FOOTER 'd F7R MIN LOAD T B AND C OVER COL UMN HE1G!iFS 'd COL COLUMN HiE]GHT£ 'd COL (RL 70 8 90 MPH KM E7' 11' t' I SF r- 11 13' lF!' 20 0-024 8-10' _ 7tH MPH EXPOSURE 5 90 MPH EXPOSURE C 0.032 13-7 6-T' 20 4' 3 T' S' 27 29 32 33 21 D 25 4' 25'-1 (T 34 36 39 41 23 D 25 0.024 a-1 Q S 29-V 77 29. 31 33 22 D S. 23-1' 33 35 38 40 24 D 0.032 11=5' S=10 6 2742' 27 28 31 32 23 C 6 21'-1' 33 35 37 39 25 D 30 0.024. 74r 3-10' 7 264' 27 28 1. 31 32 24 E T 1'9* - V' 32 34 37 38 26 D 0.032 1t74' 5-4- F 264' 26 28 30 31 25 E' 8' 194T 32 34 37 38 27 E 40 0.024 5'-16 7-11- 9 24'3 26 28 30 31 26 E 9 17-7 31 W 36 37 27 E 0.032 9.4' 44r 10 1 23-C 1 26 1 27 29 31 1 2fr E I 10• 16-4' 1 31 1 33 36 37 28 1 E w 0.024 WA 1'-11' 70 MPH EXPOSURE C 70 8 90 b.PH EXPOSURE B 170 MPH EXPOSURE C 0.032 74r 20 4' . 311E 32 34 36 38 21 D 30 4' 2T-9- 30 32 35 37 23 D L 6 29-6' 31 33 36 . 37 22 0 5 2-T4r 30 32 34 36 25 E 24' O.C.3'�' RAFTER C4-EARS,PANS 6 2T$ 30 32 35 37 Z3 D 6 24-3' . 30 32 34 36 25 E MAX ROOF HEK3HT 1$ T 25$ 30 32 34 '36 24 E T 23`47 29 .31 34 35 27 E LEVE PANEL EXPOSURES mAX V 24'4T 29 31 34 ' 35 24 E 8' 22'-0'29 31 33 35 27E LOAD Y B AND C OVER 27-t-9 27' 29 31 34 35 25 E 9 21'-7 29 31 33 35 28 E (PS 1N 70 A 90 MPH HANG 10 21'-r 29 31 33 35 25 E 10 201^ 29 31 33 35 2P E 20 0.036 14'-S 6-6' 90 MPH EXPOSURE 6 90 MPH EXPOSURE C 0.042 19-10' 9-11' 20 4' 31'43' 31 33 36 38 24 D 30 4' 25-10- 34 36 39 41 23 D 25 0.036 11'-8' 7-7' 6 294' 31 33 35. 37 26 D 5 231-1' 33 35 38 40 24 E .0.042 1T-5'. 5-10.1 6• 2T47' . 30 32 35 36 . 27 D 6 21'-1' 33 35 38 40 25 E 30 0:036 9-7 T 26'-1' 30 32 35 36 28 E T 19£ 32 34 37 38 26 E 0.042 IF 24'-4' 30 32 34 36 29 E 8' 18'-3' 32 34 37 38 27 E 40 0.036 7-4' 6-0 9 234r 29 31 33 35 29. E 9". 17-2' 31 33 36 37 27 E 0.042 111-5" T4T 10 1 21'4r 1. 29 1 30 33 34 29 E . la 16-A' 31 33 36 37 28 E 60 0.036 90 MPH EXPOSURE C 7D.8 90 MPH EXPOSURE B i 70 MPH EXPOSURE C0.042 7-10" 5'S' 20 4' 25-10' 34 36 39 41 23 D 40 4' 25-Z' 30 32 34 36 23 E BLE 5.4 5' 23-1' 33 35 36' 40 24 D S 23-5 29 31 34 35 24 E E-oLAvALENT 8 21'-1' 33 36 37 39 25 D 6 27-0" 29 31 33 35 25 E FOOTSTS'Q' T 1946' 32 .34 37 38 26 D T 20'-11' 29 31 33 35 26 E CUN- NONCOM - 8' 161T 32 34 37 38 27 D 8' 20'-C' 28 30 32 34 26 •E STFLA)HED 9 1T T 31 33 36 37 27 D 9 19-7 28 30 32 34 27 E 18 1E 1t3 16-4'1 31 33 36 37 1 28 D 10 1 18'-2' 1 28 1.30 32 34 28 E I 19 20 70 d 90 MPH EXPOSURE 8 90 MPH EXPOSURE C 1 20 22 25 1 4'28'-6• 31 3: 35 37 24 D 40 4' 25-3' 34 36 39 41 23 f E 21 Zr J 5' 2. 30 92 w 36 25 D S 23'-1' 33 35 38 40 24 E 22 24 j 6 215.8' 30 32 34 36 26 E V. 21'-1' 33 35 37 39 25 E ( ! 23 26 2443 30 32 34 36 27 E T 19-6' 32 34 37 38 26 E 1 I 24 r 27 8 23v^ 29. 31 33 35 28 E 8' 18'-3' 32 34 37 38 27 E 25 2Cr 9 27-6 29 31 . 33 35 29 E 9 17-2' 31 33 36 37 27 E 26 31 110 27 -b' 29 30 33 34 2-9 E 10' 16-4' 31 33 36 37 28 E 27 33 70 MPH EXPOSURE C 70 8 90 MPH 'EXPOSURE B AND C 28 35 25 4' 29-8' 31 33 36 37 21 D 60 4' 22-C 33 35 37 22 E 29 35 TABLE 5.5 t S 7T4' 30 35 37 22 D S 217-' 33 35 .37 39 24 E 30 38 6 2!SS' 30 32 34 .36 22 E 6 19-7 32 34 37 38 24 E' 31 39 T 24-6' 30 32 34 36 23 E 7 1T-10' 31 33 36 .37 25 E 32 40 8' 23-r299 31 34 35 24 E 9 1651 31 33 36 37 26 E 33 41 9 27-V 29 31 34 35 25 E 9 16-7 30 32 35 36 26 E a4 43 I Cr 1 21'46' 29 1 31 34 1 35 25 F 117 14'-11' 1 30 32 35 1 36 26 E 44 37 47 ' MAXJVJM COl VMN tMIGH F s 3A 4b COL CmU6wDFSCRrPTON SyiGLE- t4EESIANDNIG GENERALMETHOO.FORUSINGTHESETABLES FOR ALL COLL%M SEM SPAN OR MULTISFAN I CHS:FREESTANDNG OR A7lACHED. COMAERCIAL OR PATIO LATTICE STRUC'TU6iE DFIMS -Ir•"v ANO W A77ACHED ATTACHED 2 DETERmW PROJECTHON, WIDTH. OY62HtA04G. W►ND LOAD AND LPA LOAD. D F'LU D COLUMN ALUM. CAM 17-0' MA 1 ? FID TRIBUTARY WIDTH FROM TABLE 5.6 AND DRAWING P73CM E 3 aavExLEAF STEEL al» 17v r•7 4 CHOOSE A RAFTER F•ROMTABLES 4,3.4.5.5.3 OR S-4 THAT NAS ADEOUAIE CLEARSPAN FOR YOUR NEEDS. F 7 SQUARE STEEL COLUMN 1r4r ll' -Cr 5 cHooSE A HEADER FROk- TABLES 4.1.4.2 OR 5.2 T M -r HAS ADEQUATE COLUMN SPACFNa G 'r 3OUARE $TEEL COLUMN ir-r 15,.0 E USE THE -FOOTER SQE SHOWN. H 4 SOLAR£ VrM COLUMN Iry tE4- 7 USE THE COLUMN SH OYM FOR 5FNGLE SPAN ATTACK PATIO. i r SOUARE STEEL COLUMN 1r4r tr, TOOK AT THE TABLES PROVIDED FOR ALL OTHERS )ABLE 5.2 6 FUND 7HI£ APPROPRMATE DETAILS IN THE 'ACTION DETAILS' SHEETS - FOR CON RETE PA710 SAM. FOLLOW 1.4 ABOVE' 6 FM THE MAMMUM COLUMN SPACING ON SLAB FROM THE DESIRED COLUMN HEIGH 6 (.'HOOSE A HEADER FROM TABLE 4.1 OR 4:2 THAT CAN SPAN THAT DISTANCE FOR THAT TFW WIDTH AND LNE AM WND LOAD 7 FM THE APPROPRWTE DETAILS IN THE -CONNECTION OETAILS' 94EEM I- nOD", l}ci- 1140 ALL PRO URIVC ELKHART AN 46514 1080 [S [VAIUATrON R[PORt LR -26211 NGADCp SPANS, COLLWM SPACb1G- FOOT[It 521 AMD COLUMN TTP[ FOR Flit ESIANDIN6AND 011ACHCD COMM Tl SnjT 5 SHE EI 7 Or E DAT[: 2/8/700 APR 18 2003 or 6-lef- 7'31li -ate Vj\--f . BUTTE COUIN FY E-ULDING DIVISION 11 Gr ;,9` PROEu 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUC?"RES T.N1.6 ? r.—:—.. u., %k— M C-1— w cr�H;rv, 1 oAtrrrl pecrlg muW,ed b/ Trb Width COLUMN DE.SCRFmoNS DETAIL MAX COL hGHT Al 0.(324x 3' SQUARE ALUM COLUMN F 10-C titin Attached SUxlur" 0.024' x 3' SQUARE ALUM COLUMN F Lafboe Solid Cover TribLkary TribL>fary 8'.O' 0.080 5,eLoad(W. 0.049 0.048 Area tU Arca sa III f0 20 25 30 40 00 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 At A2 8 C C D W 36 Ai B C C C D 02 40 Al C C C C E tta 46 At C C C D E 77 d0 Al C C C O E 8Q fib A2 C C C 0 E 12 80 A2 C C D E E 100 i6 A2 C C D E E los trt B C D D E E 108 7o C C 0 D E E lie 75 C C D E E E 123 leo C C D E E E 138 90 C O E E E E 164 100 C 0 E E E F 186 120 C E E E E F 215 140 C E E E E F 244 188 D E E F G 277 100 D E 'c E F G 306 200 D E E F r' G an 224 E E E F F G btld 264 E E. F F G G 482 320 E F F G G G 016 - 404 E F G G G H 982 444 3 G G G G N 799 300 - G G G G H M He F G G G H. H Table 1x1 COLUMN TYPE? COLUMN DE.SCRFmoNS DETAIL MAX COL hGHT Al 0.(324x 3' SQUARE ALUM COLUMN F 10-C A2 0.024' x 3' SQUARE ALUM COLUMN F 13-0' i B 0.0.32' x 1 1/7 SQUARE ALUM E. N 8'.O' 0.080 . SCROLL COLUMN 0.049 0.048 e OLC27x 3 SQUARE ALUM COLUMN F 11':,r C 7CLOVERLEAF ALUM. 0.040" K 17-a D FLUTED COLUMN ALUM. 0.067 U 174T E 3' CLOV<ALEAF STEEL O.D48' ! K V-7 F X SQUARE STEEL COLUMN X 1f3.0" G SQUARE STEEL COLUMN ! " X 1$4T H SQUARE STEEL COLUMN 1 X 18'47' J 6' SQUARE STEEL COLUMN X 1547 Table 81 Fazio m TeradrwkW A14 SIAS - X14 sheet metal or Tek screw. 3K m irnutn Wngth 5/16' B = Stu 6' Diameter Bad See General Natal far specifics on fasteners C'as?trlaM on the chol is ft dis toe tram the vw to *0 lrsi row a4 CaLu a. #-W It v* Bort 11.114' diameiw and 7 embedment IC80 ER -4627 or doer anchor w1% 9XIN she" vs wtnd and sawn is loads. Masonry arlctlom mud hale a sheat value of 2WO for wkid°of miamic keds. IAC Lap ocrewa must hoe 2 114 of penoba6m into shrds. Theme tag sctr*s numf have an 1," Wad hole. 10 pet elr ed at -9D mph wind bod (15 pd). Al outer Immd>s evakmtod at 90 moh ano"v C. Fastews fof Tension Loads. OL 5116' 014 5/16" 5116' AOrA m MatibW Gage (in) Des4 BOLT Steel Gage (In) BOLT BOLT SMS UpYR 0.0:32 0.036 0.040 0.040 0.080 0.080 0.049 0.048 t 1 1 75 C 6- 814 014 5/l f3' ,114 H Sr1 E I 014 J Set 6- Footer DabignSM Sizt UpliftBOLT 115 1 2 SMS SMS BOLT SMS BOLT SMS BOLT d (in) (U)$12 178 r14 .2 2Z: 246. SC 293 Gid 283 1350 12 751 254 1 3 1 1 1 1 1.13 4 1 1 981 348 1 4 1 1 1 1 114 5 1 1 1191 463 2 5 1 1 1 1 115 £ 1 1 1471 6m .2 6 1 1 1 1 1 1 1 15 17a 2 1 1 1 1 1 1 1 1 1 17 214 2 1 1 1 1 5 1 1 1 1 16 254 2 1 1 2 2 1 1 1 1 t 19 298 3 1 1 2 2 1 2 1 2 1 20 34B 3 1 1 2 2 1 2 1 2 1 21 403 3 2 1 2 2 nits 2 1 2 1 22 463 4 2 1 3 2 1 2 1 2 1 23 529 4 2 2 3 3 1 2 1 2 1 24 am 5 2 2 3 3 1 3 1 3 1 25 680 5 2 2 4 3 2 3 1 3 1 Stab 750 6 2 2 4 4 2 3 1 3 1 26 765 6 2 2 4 4 2 3 1 3 1 27 856 6 3 2 4 4 2. 3 1 3 1 2B. 995 7 3 2 '5 4 2 4 2 4 1 29 1061 8 3 3 5 5 2 A2 4 1 30 1175 8 4 3 6 5 2 5 2 5 1 31 1296 9 4 3 6 6 3 5 2 5 1 32 1426 m12 4 3 7 5 3 5 2 5 2 33 .1564 nota 5 4 S 7 3 a 2 6 2 34 1710 rA. 5 4 8 7 3 6 2 6 2 35 1886 rda 5 4 9 6 3 7 2 7 2 35 2030 rda 6 4 nia 9 4 7 3 7 2 37 2204 rA 6 5 eta 9 4 8 3 6 2 3S 2398 We 7 5 nota Na 4 9 3 9 2 39 2581 Na T 6 rda Na 5 9 3 9 2 40 2785 nh 8 6 nfa nota 5 rota 3 n/a 3 41 2989 rda 8 6 n/a rda 5 tda 4 nia 3 42 3224 rVa 9 7 n/a nota 6 nota 4 1 N4 3 43 3459 rda nota 7 We rva 6 nfa 4 rda 3 44 3706 rA nota 8 rda nota 6 nfa 4 rda 3 45 39M nfa nh 6 nota nota 7 rVa 5 n4 3 46 4235 rda rda 9 nt Na 7 rda 5 nfa 4 47 4518 rA rda 9 nta nta 8 rda 5 Na 4 48 4912 nota rve Na elle rda 8 rule 6 nta 4 , 49 5119 nota rda eta not rVa 8 Na 6 Na 4 50 5439 rWa nota n1a rA nta 9. nfa 6 rite 4 Fazio m TeradrwkW A14 SIAS - X14 sheet metal or Tek screw. 3K m irnutn Wngth 5/16' B = Stu 6' Diameter Bad See General Natal far specifics on fasteners C'as?trlaM on the chol is ft dis toe tram the vw to *0 lrsi row a4 CaLu a. #-W It v* Bort 11.114' diameiw and 7 embedment IC80 ER -4627 or doer anchor w1% 9XIN she" vs wtnd and sawn is loads. Masonry arlctlom mud hale a sheat value of 2WO for wkid°of miamic keds. IAC Lap ocrewa must hoe 2 114 of penoba6m into shrds. Theme tag sctr*s numf have an 1," Wad hole. 10 pet elr ed at -9D mph wind bod (15 pd). Al outer Immd>s evakmtod at 90 moh ano"v C. Fastews fof Tension Loads. OL 5116' 014 5/16" 5116' 014 Des4 BOLT SMS BOLT BOLT SMS UpYR X25 11.5 708 Im 100 (b6) 1 t t 1 1 75 1" 1 f 1 1 96 1 2 1 1 1' 115 1 2 7 1 1 147 1 2 1 1 1 178 1 .2 Stab 1 2 214 1 3 1 1 2 254 1 3 1 .1 2 298 1. 4 1 1 2 348 1 4 41 1 3 403 2 5 1 1 3 463 2 5 1 1 3 S29 2 £ 1 1 4 6m .2 6 1 1 4 680 2 7 2 1 5 1 75D 2 7 2. 1 5 7e5 3 8 2 1 5 856 3 9 2 1 5 13C 3 n!a 2 2 6 1061 3 nota 2 2 7 1175 4 rda 2 2 7 1296 4 rVa 3 2 8 1425 4 nia 3 2 9 1564 5 rda 3 2 -A 1710 5 rda 3 2 Ns 1866 5 nta 3 2 nits 203D 5 (Iota 4 3 rda 22D4 6 ria 4 3 nota 2368 7 T1h 4 3 nota 2581 7 Na 4 3 nota 27E5 A nfa 5 3 rda 2993 8 rda 5 4 rda 3224 9 eta 5 4 rda 3459 9 rda 6 4 rda 37M nfa Na 6 4 nfa 3965 nia rda 6 5 We 4235 eta eta 7 5 tJa 4518. Ma nla 7 5 . rda 4812 We nota S 5 nota 5119 Ma rda 9 6 rda 5439 TABLE 6.51 WALL ATTACHMENTS FOR PATIO AND COM: STRUCTURES 1 Spadng between bolls and screws ANC 1 ANC 2 ANC 3 ANC 4 diameter O/C O/C . O/C . CLEAR. i OF 1/4 LIVE SPACING SPACING SPACING SPAN LAG SCREWS LOAD CONCRETE' MASONRY FOR 6110x2' (FT) PER STUD (PSF) ANCHORS ANCHORS SMS SCREWS 19 16' OK 20 21 SPACING 10 24 24" 16• 27 1 2D 24 16• s 25 Stab 17' 2 25 24 15' it 28 29 }C 10 2 3D 24 _ 14' tT 1v 1 . 33:77 /1 14 2 4D 24' 12' 8' 13 2 so I 1S I(r 4" 11' 2 Footer 1 Spadng between bolls and screws Size shall be 2.5 times the shank. d pn) diameter 12 2 The edge. distance d bots and 13 suews "If be 3 times the 14 shank drsnefer . 15 3 Connections shat be am rged so that the 16 anter of reristwice of the mnnecbon shall .17 oofnelde with the resulard Se of action 18 of the Iced. 19 20 21 22 23 24 25 Stab 26 , 27 y ,` t` 28 29 }C 3031 32 4 33:77 /1 34 1-1— - 1�" Nr.1ti273� • E-1. 36 37 V 38 [ QF 39 . R 1 40 _ 41 4243 c� 44 a /l :;`' 3 200!? 45 ��iV L:�1. 46 Nvtt 47 07Q _'• 46 Af Of 49 cf. i� �W-J;m P90Dicm m 1140 ALL PRO DRIVE ELKHART. IN 46514 K40 ES NALUAT:OM REPCRT ER -2521? COLU►w AN:+ i #,STEMER TABLES ' ! I [ SKEET a Or a DATE: 2/5/2000i Na. 16273 Epp. 6.30- o ? JUN 14 20Q5 R= 0.2' R= .25' . R= .15' 0' R= 022' 876' 516' 1 �-.70' TYP. i -w- , .o' o.� R=.125' i R= I OUitIDE-j 55 0,3D 0 ' R= 0.15' ' =so0° . 16' i 1.903' I .450' 2.16p. 1 R= 02E'' � � � 2 TYP. � -�- �-- r � 2 SEI 3.0. ' .167' 1.65!' .�, ''r 2.464 2-10 / 49" I t 55 1 T 1.714' I 876' I. / 1 4z �• 1 . �j ' 1�' R= 0.25' .167 W. R= .125 .TV. 1.137 12.00" R= 0.15' TYP .40 TYP. i 1'P. 5.00 b Typ. "�kFOR YffEL PANEL ASTI•t A 653 GRADE 80 STRUCjLex OUALJiY 18.00 Fy= 80 KSl STEEL 30 CA._GAL.V T=.0157 � �` 6 FIAT PAH SO CLASS 1 30 GA GALY. t=OA157' O 6" STRUCTURAL PANEL : ^n 28 G GALV T=.0187!' FOR STEEL ASrI.+:A 653 GRADE 50, Z 6 I L STRUCTURAL PANEL. {3006—H39.i,rALUM. ALLOY) �C 1$ STRUCTURAL PANEL (3006—H-91 ALUtd!. Ai10Y) 0006—H391 ALUM. ALLOYS � 12' R= 0 Q8' OUiJ1DE—i i ��6./4 3' TYP. c 13/ 16' J 3.00 --�-� { 6757' 964' R. 0.024', ID -027 ' 3. Ty?. 0.10 0.125 9/64 1 16 TYP, /16' R TYP. / op. o.040 TYP. 3 090 R= 0.72'. 1 b' T1'P. 5/32 0 2' ! TYF. 025 = 02 �� / 1.5c 3.00 2.06 7/16U77 ' 7/16 � 1/ ! 1.03 3' �� ° 1 7J8- TYP } R=.0937 i '13J32 61' �• �� T7P. I/i TYF. T'F. 12 - ; , 3/32,TYP. 2 25/32--, 6.00 2 i/4'� s. • ,. , � � SQUARE COLUMN 12.OL� - sC r/8 R. TYP. `moi 6 R. TYP. 3 L ALTERNATE -12" STRUCTURAL FANS �� 1 1 f2 SQUARE coL��1N O . v 1/2" 12" STRUCTURAL. URAL PA�vEL ' �a I ' X003 -1•']i £ ALUW. ALLOY] {3003-H1 it AL'Jlil. AL1C"J (3006—H3191 ALUM. ALLOY) tv SEE DETAIL `` tom, _ f .4 CONNEC,T HANGER STRUURAL �PSON A34 SIkPSOti �' iKf CONN. OR ER ADDMONAL TWO - 16d c OR EQUAL. I G��`%� slRLCMP.&. RP �' I<.;(w r�rY^. PANELS t IV- . NAILS 0 EA. RAFTER WHEN i --,x pEESSIpgrA X ib - REQUIRED RAF I M I" �t No. i 62?? CONNECTION Q� 6 • - 110 SCREWS, 3 EACH. LEG ;C � � . �3 DETAILS `�� �G A K4. Of 1/2•x/ ! OF CONNECTOR - T'FICAL �,s. �•�� o , 1 /t' FASCIA 1 DETAIL "P." _ _ _ SDA `1. DATE REVISION .;? No 16273 y 'O 14 3 1 1 2' FOR WIMUM `��_�.:, �0 * Up. 6.30.07 VUW 0 i2' O.C. OV,ERIIANG SEE --- `' `SCHEDULE 0 RIGHT © ALTERNATE SAVE ATTACHMENT a• • - - r • a - • P7 -,�F1t�:►:Asir.:'«T:-�i�:�a_A:nai�:e3)�Lit�lfiA{%���tli>i:�� • • - ate�• ••{� ��� • •������tt��)♦ • ®�aiai:i�• m�®m��• ©ra•�fyllrY©�• LLE mlFi� ���iiF�Q%��[�i�C!�YFi�FZ�G:�iL•�� i�3t�� •!l�/�7iiQiit���A�f/�F�F�iilt'�.�i�l ®�311►� i�►��l71���i1 � �il�Lill�tt�►� �il�il��t� mt�r•�i .rr.�r��r���r�r�r.�ri�r�� ""VAUAIW rngineering Services ,U 2005 I 2) 15 0:' 140 All Pro Drive t E� Pf IC>E7$. Elchorl: R( 4e314 A KG IC90 ES EV&LIATION REPORT N0. ER -2621P OR PART COMPONENT PARIS a CONNECTION DETAILS NOME • REOUIRE5 ADDITIONAL 2 - 16d NAI ENGINEER ANF 2/6/2000,N 97CDo1 - 1 OF 9 i S0' 2,00' # 0.036' i TyP. 6.50' T 1 2.50' FDR 3 1/ PANELS 200' - FOR 2 1/2' S' f NON-SfRIVURk SIDE FASOA 6 NOW .0113' IN TH CIdiM 2.00.,00, 1 r— 0.16' 2.1 H 6 1/2' ROLLFORMED HEADER (35006-H391 ALUM, ALLOY) J .75' F.A=k ML 1 dl� 0 2-1 1/2" SO. X .062' EX7RUDED COLUMN (ALUM. 606 ---TB) 2 5/1V BOLTS .. 1 I 2 5/16' 1XXTS . EI/ 1' DIA. TTP. z 3132' THK STL. WASHER 15• 032' x 1 1/2' SO. X -M . DECOMATNE ALLN. S=U5 OR SOLD FILL. (2) -ANCH�3 �' 3 1/2' HILTI KW.. TS 2 5/1B' DOLTS 0 CONN. OiANNEL �' 43' �' QN ROLLFORMED 2 COLUMN CONN'EC?10N W/ DECOR. SCROLL (3003-H16 ALUM. ALLOY) 18,. S' TVP. 3M .72 � 1.56- 0--� �0.93 . ��-- . 0.72 1 � T 0.93156 3.00 • o.2e 0.37 0.72 --�' 017 i T (IN)=„0:030, 0.040 (ALUM) X0:04, 8 (STEEL) 1QIE: �► COLUM;164Y B TW6 V MED W/FLEX- ALLM-FACW46 03 ' ALTERNATE COLUMN (3003-H16 ALUM. ALLOY OR A-653 Fy=40 KSI TEEL) 6.50' ]0 SIfS 0 fUttDWC eOtFOR rPAWLS 16 O.C. FOR If pNes >r = FOR 16' FW S STRUCTURAL PMEL 1.625' 10' ” 3 - 114 SWS ON EACH SIDE OF SPLIKE . " TMU 6.5 10SN 0 FOLLOw- OR: 3.50' A6Y f= 0.038" ROLL FORMED WARSi LICE, TaffFFT BSE OF HEAOER, S' EACH WE OF WE- HiLTI KB -8 44MR SPLICE. 1.50' BOLTS PER IC80 ES ry 14827 3 - #14.SMS ON.EACN SDE OF SRJCE HANGER - L (3004-H36 ALUM. ALLOY) B',12' (1R 1S' em StRtIcnak POW QO RflL YORMU) HEADER 'H" CONN. DETAILS TO STRUCTURAL PANELS O O O 6 -J14 SW ON Ei1Ctl 8 }50' 1. .1 3,,4' SDE OF SPUM CDffI7LW SPUN LNE ® ROLLFORYED SPLICE CONNECTION DETAILS j 13006—H391 ALUM. ALLOY) QM ROLLFORMED HEADER SPLK (3006—H391 ALUM. ALLOY) t , SSI � No. 1627"s. eEms` 6.30- off-, 1vI �p�R 18 DATE REVISION I DATE a REVISION �" Na 1623 �* \ E"v. G-34 7.7 . Q� JUN 14 W z " .7 � s Enjfnsoring Sarvicas 1140 A11 Pro Drtw Ehhat. IN 48514 KG IC90 ES EVALUATION REPORT NO. ER -21121 NOW OOMPONEt1T PARTS 3C CONNECP.GN iDErALS STAMP 97C2/8/2000 2/8/p mw 1 2 OF 9 �" Na 1623 �* \ E"v. G-34 7.7 . Q� JUN 14 W COYER PANEL SEE 1ABLE."A" NEXT PAGE 8.00' 2 GA. 8' x 3' (RtSTEED ?'C-"— CHAN., (tlr� A.�6� E -,,,M�E%LL-H,§EA-Q- R -50-00 So -3 F� or P, (STEEL-. � A. S6 5. - Fy r, - P, 1 O.0 PANEL SEE TABLE 'A" 10.0 I NEXT PAGE 0 90' Typ. V 12 Clk 10" x 3 1/2t. - STEEL CHANNEL HEADER (STEEL A-653 Fy=50.000 PSI) 131— A OR 2_0 FOR BOL"j WE SEE fu& Isl AT LEFT 2 5/16- BOLTS W/ l.' DLk .3.00'. x 3/32THK SIL WASHER Boo - 2.5/16. BOLTS ALTEWTE COLUMN CONN. 3, SQ. COLUMN. DETAIL mr, 'K" OF, V 3" COLUMN CONNECTIONS FOR FASCIA HEADERS 1 COVET -N FANEL BOLTS DETAIL AT RIGHT V C .2 oe o 1 0- 177 oz r 10'0 FULL—STRENGTH SPLICE DETAIL ASTM A 653 Fy=36 KSI .094' NOTE SEE DETAIL 'S' A7, R0fl FOR INSTALLATION AND PROPER. CONNECTIONS. O 3 ALTERNATE, COLUMN CONN. BRACKETS (STEEL A-65.3 Fy=40,000 PSI) SPUCE- 00 00. 1,E) C, --D 0 (D o o ! 36: — DETA& 00 00 0 C " 1 1-25 DATE a 37;- 44) 814) 3.000, X -7 109 HIG ALUMAX I.D. .43714) .12 Z3 .0200 OF. X, 7a 6) .062- RAD420) .(12) - L.187' RAD(16) FLUTED COLUMN (3' ALUM. 6063-T6) ().062' UNLESS OTHERWISE NOTED C.C. PM OR E.- Wu 11, - 1 � ,% 55.00' OR 6.00' On OR 6" STEEL COLUMN Fy=36 KSI . REVISION j DATE I REVISION _ ''; IN ,•Engineering Services. 1140 PJI Pro Orhm Elkhod, IN 46514 L IrER-2621P IC9O' ES EVALUATION REPORT NO KG SCALl��,a y{ ``\�,�L NONE POW cm PAM cc)mPONENT PARTS & CONNECTION DETAILS EN S -STAMP 2/8/2000 N 97C7CDC03 3 OF 9 BUTTE CC,,UN'FY,,. BUILDING APxFwo%%f JUN 1 4 ZOO 5.5' SEE TABLE ''A' R=.05' 4.50' � .3.00-------j 1.0' .805" 0.721,56— 0,72 rn°• -H 0.93 H_ L COVER PANEL 10" x 4 COVER 200' 0.72 �. PANEL TYF, 10.00' p•14, SEE TABLE _T 3.00 W 0.93 1.56 .110' TYP.' 7,0' 0.28 j 8.0.. / .09 TYP, 6.0". / 0,37 � SEE TABLE 'A'/� Ful IJDW 0.72 TYP. OF '-� .320' ,220`4 7-0.17 Al fL___j TYP. �, TYP, 1,0' T (IN)= 0.048 AB 3" X 3" HEADER STEEL J 1, * Q2 6 W .SEAM HEADEr? r ► Q � ) 2 "' o •'� � -(06061—T6 ALUM. ALLOY A-653 F —40 KSI STEED 7 X 5 , /2 W BEAM` HEADER -0.17'^ (6061—T6 ALUM. ALLOY) . t FASTENERS REQUIRED FOR PANEL TO HEADER CONNECTIONS Y i 0" X 5 1/2' W BEAM HEADER (6061—T6 ALUM. ALLOY] -4750-4142SMS SMS 0 6",12" OR .4 � PDX. FOR e,12'. k ■ #10 SMS 0 12' .O.C. .29ai ( '375' 18' PANEL S ��SS101VA( FN _900 ��0 A Cly c STABIUZER CLIP - SEE DETAIL 'AG'.CL_ 1 SMS 6' O.C. FOR So & 12PANELS -°C �o• 1621 °� OC FOR • 180 PANEL 9 1.0' al .018 & .024 PANELS cv �JlC2 .Q32 4 .Q36 PANELS SMS EACH, kiL�A 6' PANEL LISEN50% LESS SCREVS ATE ��PANEL VALLEY 5.406' is, PANE SE\50% MORE SCREWS 3 -1/2* STRUCTURAL � # ,, STRUCTURAL PAN=� � � DATE REVISION DATE REVISION AUK 1 lam' 6' 12' OR 18' WIDE 0676' /o T U Nql " .075 2.723 �� `c • �, �, t�A 0.062'u Tt • N0. ,, Engineering Services 1 1140 A11 Pro Drive 0.082" ,7Ehmt, IS4014 4.00'31 1 - -262 1 P00• 1.3.IC80SALi T NO. R , AD ALASKAN EXTRUDED HEADER G CAO � co NONE � � ��+ExT ?A�rr's NnEcr�oN �ran.s ® 5 t/2 EXTRUDED HEADER (6061—T6 ALUM. ALLOY) (5064—T8 ALUM. ALLOY) E I S STAMP 2/6/2000 LV 97CDO4 4 OF 9 T ABLE 'A' MAX. WIND HEADER MA)L TRIBE FASTENING J apTE'S LDAD DESCRIPTION WIDTH SCHEDULE 90,MPH ALL FASCIA 10' 2-#10 SMS. PER 12' PANEL STEEL' CLOVER, C BEAMS, I BEAMS 12' 2-414 SMS PER 12' PANE PATIO .. STEEL CLOVER, C BEAMS, I BEAMS 21' 3-1114 SMS PER 12' PANE 70 MPH EXP .0 ALL FASCIA' 10' 2-#110 SMS PER 12' PANE AND \ STEEL CLOVER, C BEAMS, I BEAMS - 16' 3-014 SMS PER 1?' PANE SEE al 90 MOH EXP B STEEL CLOVER, C BEAMS, I BEAMS 16` 2-#114 SNS PER 12` PANE SEE e2 ALL FASCIA i0' 2-#14 SMS PER 12' PANE 90 MPH EXP C STEEL•�CLQVER, C BEAMS, I BEAMS 16' 13-#14 4-#14 SMS PER 12' PANE SEE e1 STEEL CLOVER, C BEAMS, I BEAMS 16' SMS PER 12' PANE SEE m2 1.0' al .018 & .024 PANELS cv �JlC2 .Q32 4 .Q36 PANELS SMS EACH, kiL�A 6' PANEL LISEN50% LESS SCREVS ATE ��PANEL VALLEY 5.406' is, PANE SE\50% MORE SCREWS 3 -1/2* STRUCTURAL � # ,, STRUCTURAL PAN=� � � DATE REVISION DATE REVISION AUK 1 lam' 6' 12' OR 18' WIDE 0676' /o T U Nql " .075 2.723 �� `c • �, �, t�A 0.062'u Tt • N0. ,, Engineering Services 1 1140 A11 Pro Drive 0.082" ,7Ehmt, IS4014 4.00'31 1 - -262 1 P00• 1.3.IC80SALi T NO. R , AD ALASKAN EXTRUDED HEADER G CAO � co NONE � � ��+ExT ?A�rr's NnEcr�oN �ran.s ® 5 t/2 EXTRUDED HEADER (6061—T6 ALUM. ALLOY) (5064—T8 ALUM. ALLOY) E I S STAMP 2/6/2000 LV 97CDO4 4 OF 9 • .W 5.75' -.010, ' b—> 1 LTs 0 (6061-T6 ALUM. ALLOY) T 1�II11_ Tf r--_062' SEE DETAIL 'A`+' 1 R=.37�• FOR EXTRUDM 1.7 87 KA4 w/ A -RAIL A -RAIL (6083-T8 ALUM. Ai1UY) -,437' 2.10 *-4 i-- 1' . 710' --.4 l ` .051 1.380" --� 1ASUJZERkCLIP FOR DnT=ED HEADER 'AG' i. (6013-715 ALUM. ALLOY) TYPKAL 1i' V -PAIL 7YPICAL SKYLIGHF PANEL COMMEClTON WrTH 12' V -PANS 8-114 1m HEADER SPLICE MUST BE LDCATED MRTN@a . 12' OF A COLUUN. 0.15' EXTRUDED T FTTE SPLICE 1YTFY. 7iG�ii FTF INSIDE HEADER G.1�' TLP. 5.406` .230' R. j---- 4.00" 7YP?C'AL 12' 7114 sMs SEE TABLE 13.5 ill) STC i Rum - FOR SPACTJ•!G 19 swm rQt FW rFANaS ( r amt FM rr as 1.50" 2.25' A -RAIL -SEE t -.DEE' OR DETAIL 'AF' 2-5�0' �- .43' a—I�J 1.50 ® EYrRJDED HANGER (6063-78 ALUM. AL1L'Y) hA j�� • d e E:3p O 24" 4 ® ALASKAN EXTRUDED HEADER SPLICE .(6061-T6 ALUM_ ALLOY) 1.686' --� EXTRUDED CHANNEL CONNECTOR :500~ ® (606.3-T6 ALUM. ALLOY) `062 11 FYP.•. 1.562 - . SCHEDULE OF ALLOWABLE SPANS FOR 6 ". &. 12' PANELS ADJACENT TO SKYLIGHT PANELS. PANEL SPANS *12" PANEL�SPANS UVELOAG*6"' .0.024 t. 0:082 ti(PSF) 0.03+; D.o1ej" o o24 o.o3z o.o3e 1 14'-5' 13'-3' 20 S'-$' 10'-E, :,12�-6'y 13'-5' 7'-11.8 10'-4' 1 i'-8' 12'-1' 71-2, ,gam-5"� 11'-3' 12'=1' -7,-2' 1 9'-3' 25 . . f6,��1, ­ 8 -S 10'-4 11 -1 6 -7' 8 -6 9'-9p 10 -3 a USE A INIHUM OF .(1) SKYLIGHT f ANEL PER (4) - 6' ROOF PANELS AND (1) SKYLIGHT - PANEL PER (2) - 12' ROOF PANELS FOR SKYLIGHT TO PANEL CONNECTIONS, USE THE SAME NUMBER OF SCREWS. AS PANEL TO HEADER. SEE -TABLE 'A' DETAIL. N�L PLASM USED IN SKYLIGHT FABWAMON �S G.E. LEXAN POLYCARBINAiE PER RES. - REPM 13286 , FOR 1• PANT 1.1c, c- - t .Ot92' FOR 17 PAtdl . II.B5 1 07' , FOR C. PANEL 0.80' l FOR 72' PANil 0..375' 42' S.SG' I c;EE ScHE-DULE AW4E FOR ALLOMIAINLE SPAN` FOR FAHELS ADjArC TO SKYUGHT PANELS & NUMMI OF ROOF PANELS NM= FOR ! SICYUGHT FMF1_ ® sx LIGh'f PANEL f__L REVISION DATE I REVISION N0 26 t, � Engineering Services 1140 All Pro Drive Elkhart. IN 489/ 0 ES EIIALUATiON REPORT NO. ER -2621P KG IC9 �`f �- 31• • . NONE oA PMT COMPONENT PANTS do CONNECTION D�AIIS L1,{.l;MAW SHEET P _ 2/8/2000 97CDO5 5 OF 9 gS$Io) No. 16273 )* Esp •130• a .LUN 14 2005. 2 5/16" -BOLTS- 0.09' TYF. i 26 1 __C_ r•1DO' -4 1.575' I--- 5.5" 2- eif 3 1/2' HILT( KWIK-- BOL TO SLAB OR FOOTER (ONE EACH SIDE) - - 2 11r ,: 2 1/2' FT' 1/4' 3' x 3' ALUMINUM OST 3 T'1 .750' 2 1 1 ' :/iFt• = r �. 8�r vl �' 10' 20 �� Tw-1 750' ALL PAM TO 9E NOT-� CILVMZM W OR EUXTROPLAMM ZW No.. 16273 MY BE USED IN UE U OF ATTACHOM J' TO CONCRETE 31A& E,0 6.30•,V t. SEE hVIE- /2 OETAFL -AR- }---- 16 I 1.5 5" ® SAFETY STAKE F r. . (ALTERNATE TO CONCRETE SLAB ATTACHMENT) Sym AAME I SCE OF POST ALTERNATE 3' SQ. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) PL 7 Gk (.1ffl I 4 HES D( F�YIiFtiFR 1. ALL FARTS M aE HW—DP ON_VW ZED OR E1 MORA MI Z W_ Wy aE USM M L81F OF ATUCMK W CONCRETE 918 L FAHFiFryATIM OF ANNNG AMCHOR1 AND SW ETT SLW3 19 SEYDND 7w SCOP'[ OS TNS REPORT. FnBW.AYUON DETAILS NO OJAM CDkTM <- F WMw wXT . s SJ®RnM TO &&Dp G MT OX FDR ADPls W- L AVWM A14CH S WU! IEE USED M TUE Fal.M l6 TYRES OF SOL: t4"k amore. CLAY, -%k r OWL ally 0w0a. SLTY SVC. dQ1'Et' 3AM C.AYE7 OWV_ SweY 4A1: 901' CLAY 90 CLAYEY SLT: AWNING ANCHOR �l�li�ul< .1w. SlrJF!YTO FOOTING Sm SCHEXU 'r t FaGW STEEL POST 5/•n6' 3EL7E FIX QTY. TZE TAAC 9.3 -COLLM 'M' REQUIRED iAr (WIDTH) FASTENER SIZE MINIMUM 1/-4 3 30• 41 2' 112- - 5 E' 7 1 2 4 1 f� AITRTDPK , C 0 Rm�cata,HaA4s As RTLffilm "T/f '/ (� NRTE tsaO,h A' ' � D. V. X12• Y!1 I , -0 ,2•P j aM CONCFtiTE 7-F FDOnmc � 1 — 1/2* • STEEL SAA FOR - FOOTINOM .tomTO"' 3e' cuee. UsE 2.— 1/2' I f,N6 FOR FOCrKiS LP TO 44rW. cueE AFib 3 — 1/2' f 13AFE Ftst F�tlJYr� LP TO W. Q1BE. SCHEDULE •F' — COLUMN TO FOOTING CWWCTIM FOR 18' TO 42' FOOTING SIZES F0011NG, SIZE 'HILn FASTENER CONNECTION TO 'd' (INCHES) (OR EOWL) kU COLLUN TUBE REODURED TE7,SIONF ANC hOR BOLTS 'd' = 1E' *2-1/4'0 s 2' d 1-5 1610 501-7 4 -Mi 20' 2-3/SY : 2 1 tTJ ww 22' I 2-3 tei BOLTS 95 ' 24' 2-3/9-0 BOLTS I 26' 2-1 z 3 f d 3-5-'16'0 SOM' ' 133(?% I 2E• 1 1 30• 16701 32' 2-5 8.0 it 4'd 2 34• j N A 3Q• N A 38'.. N A 4O' ' N/A 42' 3-3 60 BOLTS N/A � ALTERNATE FREMSTMOINO EMLCTURE C'MUMN `'d' SM IN ANCHOR BOLT OR H1T1 FASTENER SIZES INDICATES DEPTH ICJ TO FOOTING CONNECTION DETAIL OF EMBMWENT�'. PLE 2 1/2-d INDICATES 2 112• DJBED44EN1T OF ANCHOR 'OR�,EQUAL' TO HILTI FASTENER ALTERNATE MUST BE ICBG ES. APPROYED TO*PWADE . AL10WASLE TENSION EQUAL TO `REC-D TENSION FOR ANCHOR BOLT' VALUES SHOWN. HILTI INDCATES HILT, f KB -II ANCHOR 8 ` PER ICB0 E.S. EV 14627. ' - �. I � FOOTING SCHEDULE ATTACHED STRUCTURE COLUMN TO FOOTING 14A 0 / 'IL. CONNECTION DETAIL 'd' = 18' TO 327 DATE REVISION DATE- REVISION HILTI FASTENER ALTERNATE ANGLES 1/1' CONT SLAB . �•f. FbOTMC EA'FQfR •• •' • ;,;•. 'r . .•..• . sae OO TTHHFFW SEAR �U COLUMN CONNECTION DETAIL FDR 51-118 & FOOTING ATTACHMENT ENGINEERS STAMP Engineering Services 1140 All Pro 4 - Elkhart. IM 6�51S1 i KG ICBG ES EVALUATION REPORT W. ER -2621P YAM NONE OR' ART COMPONENT PARTS i CONNECTION DETAILS SH 2/8/2000 N 97CDOO 6 IOF 9 No. 16213 z Up. 6.30- a? JUN 14 20 0 ears- 5 1/2' 10' ALUM VF BEM OR 5.5' - 5 1/2' r 7, ALUM W BEAM OR _F2 5/16' BOLTS W/ 1.0' DIA. , ��- 11 1�/s. � 1/2' x s SLUM VF ems_+ __J1 »2� x 3/32' ; HK STL. WASHER 1.575 �— ��- coLUMN f 1.0' I 2 1/2' 1 1 W OR 10' ! e 2 1/2' 8OLT5 I.0.'TYP. - •750' U17 1001 -� ° I �• . STaL POST L43412.5 _ cuT wT[om nAwE or.750 •. 3'W112 112 G k C COLUMN AS SHoSMN AT —� OR 3 1/2%10'x12 Gk 'C' 056 2 5/16' BOLTS �i C -BEAM TO COLUMN CONNEC710N@'ALTERNATE -'4 1/2' -X 6' X 5 '1 /2" X ; " 3' x 3' COLUMN ALUM. W BEAM CONNECTION DETAIL ALL 'I' BEAMS-&—fC-' BESMS-USE- TABLE 8. �COL-UMN J= FOR--QUANT-IT*, G!3 OF<1ZONTA! BGL7 5/18' E0.T5 SEE 7A81E 8.4 ' 1K USE --TABLE G.4- COL Umk-'N'--FDR..'VER TICAL- ]BOL -T -S. COLUMN E4 FOR ODUWTfT1' (WN4) + --`~^ AL-TERNATE-r3'-"50.-COLUMN CONNECTOR RACKET 3_ 5 W1N. of ( x_ 4.50' t + T A11JA1NUM '1' SEW OR STEEL 'C' SDW . p 0_ 0... -z .0%1 --/32'SIL WASHER f �y �/� �7{ ME PLATE •� I 2 Sj,E' eJLT sf� _n . �F= s� TAi� 8.4 CoLfNK 'L' a OTLUIIN SSE T i' iAi?Lr 5? -COLUMN — t—v. I L.- X CoLUk1N Sim + 1/2` Ys'fi'rt ( 'K' �? 011�d+'TTT� p A MW9iUlf Or i �' rte` �a �TL,TOP PLATS 'A' tic '6' AND SCHEDULE 'E' FOR TOP PLATE ?r'0. 162%3 j CONNECTIONS WITH 01' BEAMS lY, Z, AA) ON STEEL POSTS ! E10. 6 n c� ! 00"umt- 14 7�5 1 •S ° .�' ST COLUMN 70 HEADER CONN. BRACKET (6063=T6 ALUM.) JUN 14 2W5 1 1 1 TE 1 REVISION DATE _ I }REVISION 3' z 3' STFFi 1.0' 3 i Via 0 3 i HEADM , ,��ESSt>�If►,q� F , 6.0' KAT,q,Y 6—/14 SkS 1.0' p\ G9��. • Enginoering . Services ° �; ,� 3 1 114~0 All P rc Drive 1.0 ��= ►- >a0. 152 / 7t j -� P Elkhart, IN 4MI4 1 I OFM CMP ICBO ES' EVALUATION REPORT NO. ER -2621F - COLUMN TO HEADER CONNECTION FOR 3' X 3' STEEL. HEADER 'AE' t F 2��� \ � NONE �� COMPONENT PARTS & CONNECTICtiN DETAILS SHUT EN INEER STAMP -- .re�?000 - 970007 7 OF 9 BUTT 5 COUNTY BUILDING 01VI ION APPROVED . t � .1.12 -.� t�0 - a EACH SSE OF JSPUCE 7.0" 5.0• 0.1' I t-.062'-M.—}� 1.0' ; 7'X 5 1/2' A ,' 1� . 04' ,2-7' 13 SPUCES ONE EACH -TOE OF 7' 1' SEAM ,rm)KT Fir 1' 0.1'-j 0.12' 7' 7' X 5 1/2' 1 -BEAM SPLICE (9051—T6 ALUM. ALLOY) &E SPUCE DETAILS A*WNG ANCHORS + + + 2 ANCHOR 3 ANCHOR 4 ANCHOR 2. QR a ANCW.)R GEL&L 15" J v ' AWNING ANCHOR CLEM CEKEFI IN FOOTING 1YP. Tru: . J3I ANCHOR DETAJLS FOR ATTACHED STRUCTURES . z_c=- 7' C SPUCES (6061—T6 ALUM. ALLOY) . �9XTS EACH OF J, SPLICE SPLICE 4 Ile T�1 /4' 4 141 4• —228 0, �---- 2i 7' X 55 1/2' ALUM. I -BEAM SPLICE °OLT LAYOUT YX f ALUM. HEADS" I 2 `X 6 1/2"X .024° ALUM. SIDI_PLATE� f 3" x SD HEADER BC CONNECTION I FOOTING 'd' (IN) ALTERNATE FOOTING SIZE NO. OF I ANCHORS f 18 12 120X 15 I 1 20 15'X 15'X 15' 1 22 18 18"X 15 i • 24 200X 20'X 15' 1 26 20'X 20'X 15' 1 28 245'X 24 15' 2 30 24N 15' 2 32 t2 24 E4`X 15` 34 24 1.50 4 36 24'X 24'X 15' 4 3— 114 SMS EACH SIDE — 2X 6 1 /2x ALUM. HEALERS ESS10-r rk A-- �ix r No. 16273 i Y Elp. 6.30-0 WITH . . SIDEPJ'�T S' N0. 0 . vCC',X' £ 0 G►�L� j GINEERS STAMP Enginaering Servlcas 1140 Al IPro 4"w Llkhar#, . W • CM 1C80 ES EVALUATION REPOW NO. ER -2621 P NONE ll ? ?Aff COMPONEE T PARTS # CONNEC110IN NAILS ;s 2/D/2000'ay 97CDO8 , 8 OF 9 V-A No. 16213 -) " &D. X30• a 7r JUN 14 2,G5 1 _5i2' +i�, I 3 A ' � /2 7 �' ALUM. 3— �i4 SMS EACH EACH.ISIDE� 2`X 1 2' ALUM. ( COtUitifJd SIDE GE COLUMN :6 SiDEPLA I 1 3'X 3' ALUM. COLUMN WITH SIDERLATES END VI EVY 3— 14 SMS 2- X 6 1/2" EACH SIDE (DHDOUBLE HEADER CONNECTION ; : SS; p TE REVISION DATE i REVISION QRn, oh 711, 9 _ BAR r � WITH . . SIDEPJ'�T S' N0. 0 . vCC',X' £ 0 G►�L� j GINEERS STAMP Enginaering Servlcas 1140 Al IPro 4"w Llkhar#, . W • CM 1C80 ES EVALUATION REPOW NO. ER -2621 P NONE ll ? ?Aff COMPONEE T PARTS # CONNEC110IN NAILS ;s 2/D/2000'ay 97CDO8 , 8 OF 9 V-A No. 16213 -) " &D. X30• a 7r JUN 14 2,G5 D.OV EX TRUM HEADER SPLICE " T1diT FIT f MI)E HEADER TYP. 4- 1/4' BOLTS OR 4- 114S.M.S. —/-- 1 II7 j_1/2' 1 SPUCEE DETAIL I 5 1/2' EXTRUDED HEADER SPUCt (6061—T6 ALUM. ALLOY) i t o : 1.5' SMS SEF TA&Z $ 5 FOR. SPACING 3 1/2- V RAIL (6063—T6 ALUM. ALLY SEE Nam � AT R1GK TERNATE 2- 2'AX 6. 11/2* ADERS IN PLACE it K b' HEADER WTH, ST be SIDEPLATES A' POST ®ALTERNATE 2-2' X 6 1/2' HEADERS 3 f 14 SMS EACH SIDE �-- . 0-3'X ' X E' E30X r EAM HEADER UMINUM 'H' '- .&iACKET 3' NLUktNLAJ OLUMN 3' 3 X14 SMS EACH 9CE ! ALUMINUM 'H' BfZgCKET FOR CONNECTING COLUMN TO HEADER (8063-T6 ALUM. ALLOT'' A qGG Gy 1 F /LAIci �� 3 14 SMS EACH SiDL(s I� i62 i , OR 2 5/16' BOLTS Iv, v- 140.1o 1 COLUMN SIDEPLATE! :i`' . AP ALUM FOOTING � ]�!'� X 6'R/1G1SET USE ONLY ON SLAB f � •+� ' OR d-26' FOOTER CIO OR SMALLER �� N0. I ct / SUI&. OR FOOTING IINUA! .F00T1NGY:BRACKEf FOR—CONNECTING 191E GF '��v IMN TO'CONCX5D-W OR;Fd-bTil G� 3=T6'ALUM. ALLOY) ��.....•�� - ENGI S STAMP BUTTE C'O. i� BUILDING ®!VISION APPROVED 20X E 1/2'X -12' ALilty. RAslff. 6 ..i£' OR 24' RC�.1FD O.C.. ►I£ADER E 2'X S 1/2' AWNW. FASQk• 6 , ® ALTERNATE—DECORATIVE FASCIA TRIM (E HANGER (60e3-76 ALUM. hi10Y) t+ON-STRiCT'JP.AL c a OLLNEiQ i 3 x• I 05 112- EXTRUDED SIDE FASCIA .(6063—T6 ALUM. ALLOY) KTE REVISION DATE 1 REVISION 1!--1 No. 16273 LIP. 6 F Englneering S*rvIcos 1 1140 All Fra Cr1vw mi PROD= ". PROD= Elkhart. IN 44314 KG TCW ES EVALUATM REPORT Na. ER -2621F SCALL NONE OR PAWT COMPONENT PARTS & CONNECTION DETA LS -T HEET 2/B/2000 97CDOO 5 OF 9 .TUN 14 2005 3 12 a co L2 .RAFTER '& ,SIDEP TES }iEAi}ER, (30G6 -N391 ALUM. ALLOY) (3006-H391 ALUM. ALLOY) US EACH i NCEER SEE TABLE AT RIGHT. 214' 1� TLtSfD 2' x E /2� Rn TETE WACKET LEM W/3' x s' RWffJ-6 L7 RAFTER TO HEADER CONNECTION BRACKETS .(6063-T5 ALUM. ALLOY, 't'=.060-) 1 1/2' OR 1 1/2' OR r Q I.:ATTICE---'r (3105=H25 ALUM. ALLOY) 7/8' 1/4' x 4' LAG SCREW SEE TABLE 8.5 COLUMNWOCO LOGM 2 X D01H ANC4 FOR QUANTITY ALL 10 PSF USE * 1 LAG 2- fS PER STUiD. 16' O/C EX8 SM 1 ALUu. fiAFiEFi BUTTE C0UNT1P -nom ALL. s "GM ��'����� ���6��®N SHOO PE4 W.B.O. ®���, rte. 1"SCQE'� E.S. "EY. 1254 APPR f a�- ALTERNATE RAFTER TO WALL CONN. -H391 ,klJJM- A! LO'O ''' .048 MIN, --I ASTM A-653 t=y=40 KSI tut STEEL CONNECTOR FOR WOOD COLUMN CONNECTION 10 X 2 ' SMS FOR 1 1/2` JITnCE— ax 2 1/2'. Kai 2' ,• . riAF1ER 0 LAM,CE—TO _ RAFTER CONN, L= 1.92' FOR 2' X 6 1/2' WI TM L= 2.y' FUR 3' X r RRFTERS .04 ----� C-4 cc 2- IS SITS EACH SIDE E& M�- 10 X 1 3/4' WOOD S1 OR 2-010 SUS �tf0. IIEiAL C(6M-T5 . ALW. -ALLOY. O'RAFT�JbNGER — HEADER HEADER DETAIL MAXIMUM MAX EAS TENTING GAGE `MIND LOAD T RIB 3' x 8' L1 90 MPH 6' 2-#8 SMS EACH BRKT. .042 3` x 8' PATIO 10' 3-#8 SMS EACH BRKT.. .036 3' x -8' L1 90 MPH J 5' 2-#8 SMS EACH BRKT. 3' x 8' PATIO 10' 4-#8 SMS EACH BRKT . .032 DBL 2 x 6 L11 90 MPH PATIO 1 10' 3-#8- SMS EACH BRKT. 8' STEEL C L23 90 WHO 22 2-#14 SMS EACH BRKT. .094 90 EXP- C 10' 2-#14 SMS EACH BRKT. '40. % �Z.s� I *� ` E*v 5 �� 5 0 v7� DATE I REVISION I DATE e z '140, 16273 y L REVISION )] P 3 31 2 'Engineering Services i 1 * All Pro Q Elknort, 1!1 46514 IC80 ES EVALUATION REPORT NO. ER -2621P tdOFsf iOR PART COMPONENT PARIS & CONNECTION DETA S. WAIE FOR PKi10 CUL uTT10E STriUCTUP,ES ENGINEERS STAMP 2�g�2000 x 97LT01 1 OF 4 JUN 14M r Q 112* Ilk' RASE PLUS SEE SCHEDULOER OR xS ZE TERNATE 2- 2'X 6 1 /?% • HEAIXA WLU MUST BE om �\ \` HEADERS IN PLACE OF` - CENTEtu ON COLUWN 3O 8' HEADER W3TN� 2- f 14 SW � POST & SIDEPIATES EAS! SIDE t SYSKm � 3"X 3' FOSE � .BOX SECTiDti. X 8' HEAL3L c I IOTT' LME PLASTIC PLUG TO FILL 112' DIk: , r IN BOX SE AN MO FMO OTi3fR CTION 1►lHK�i r i SA= HMO LN:D WEN W9>1NG = 2� X 1'2' SDEPL�!TE53�X 3' k THE SIM LENCTS WUD EXCEED 2 1/2'. � ONE E#104 CCoLLtw. Of I � C0.lAii1 L10 PLASTIC PLUG DETAIL L11 ALTERNATE 2-2 X 6. 1/2' HEADERS L16 HEADER' SP'JCE DETAIL A A F � Q v. Et�•�. O cc} 15 0.72 II A)37% z Cfl=i!,�1 , A JUN 1 2Df ' 4) � D� S T EEL COLUMN 1 c" R x � 1 D.s - 1.56 E I ` Fy= 56 KSI 10' HIGH ALUMAX l.D: 68 (4) 0.37---;- 4 I 0.72 .4,37'(4) ; 5.00" OR 6.00' " T. (IN)= 0.024, 0.030, 0.040 (ALUM) _ T2(36) 0.048 (STEEL) .020 133'. � ./ ( ) DATE REYI..c ION DATE REVISION x 70' L .062' RAD. (20) N . (12) .187' 3ZAD.(1 s` �� BE TRIWMM W/FLEX— ALN ( tie -T L31 FLUTED COLUMN L 0 33 ALTERNATE .COLUMN I /Q •�; (3003-1116 ALUM. AHOY OR' /�'2 ` -I Engineering Services (3 ALUM. 6063-T6) — 114o All Pro Drive .. °A-446 Fy=40 KS! STEEL) . l j� ,, j�j]j A� 9L £Itdwri, 1!l 46514 t = 0.062 UNLESS OTHERWISE, NOTED NO. o`L j0FfflFrI?FKG ICBO ES EVALUATM REPORT NO. ER -2621P • f �►�i. ���� coi+r�Or�xT PARTS coRHECITGlI MAILS `=` NONEWME EOR PAMo COVIJERCIOL LAVICE S'fR.lCiuiis3 ENGIN (� 2/�/pox w 97LT03 2 0F 4 . .048 x 3' x 3' STEEL POST 3ox , 8" BOX BEAM WRAP 75 limp NMI •rr� ■Mi NMI 5/16' BOLTS W/ 1' DIA. x 3/32' TW. STL. WASHER - 5.5' ' '.TO 8' STEEL 'C' BEAM SEE TABLE 8.4 COLUMN E4 2.35' r OR QUANTITY 750' 1.0 .750' 5/16' BOLTS SEE. TABLE 8Z COLUMN P'M' FOR QUANTITY ALTERNATE 30 SO. COLUMN CONNECTOR BRACKET (6063—Ts ALUM. AuLO)O 'aX SOX 12 GA. Mo BEAM @231.3Z=MX-1`2�_X X1.2 �GA._ STL: CBEAM—, __vjNRAP=iY/'"3 8 :A�..UM. 'BOJt BEAN! DETAIL 3" X 8" — ? FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X 8" X 12 GA. 'C' BEAM !-DEADER CONNECTIONS /.• - - ' ss ry P VliL EERS STAMP e� I 16 t o`i e DATE { REMStON ; DATE APR 18 2003 No. 1627 ) Lip. 6.30- RE\nStON ' Engineering Ssrvicas 1140 AU Pro DrArs EWMI, IN 46514 ' }0 X30 ES EVALUATION REPORT NO. ER -2521P • NONE OR Fl+IltT FDR PKw 4 cowmE3iC & IATricE SfRUCR#WFEm3 j/6/200o P&ff 97LT03 -- 3 OF 4 � 16273 o• F JUN 14 2W APR 18 2003 No. 1627 ) Lip. 6.30- RE\nStON ' Engineering Ssrvicas 1140 AU Pro DrArs EWMI, IN 46514 ' }0 X30 ES EVALUATION REPORT NO. ER -2521P • NONE OR Fl+IltT FDR PKw 4 cowmE3iC & IATricE SfRUCR#WFEm3 j/6/200o P&ff 97LT03 -- 3 OF 4 `3' X 9 B BOX ooe BEAM HEADER �- ��—ALUM. 'H` 3' 6' BRACKET 3�c 3' ALUM. COLIfMN 3' 'c a �• r L24. ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063--T6 ALUM. ALLOY) 3 #314 SMS EACH SIDE �— OR 2 5/16' BOLTS E S/B:t,:Fmn Km 3f -Tl -II W/ Ez, .0.3EOR .a42' x z E' HEA" * 32"X 30 I 2*x 6 1/2' s, y` POST SIDEPLATES ALUM. FOOTI N G BRACKET _ � I SLAB OR TOOTING 0 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC.. SLAB OR FOOTING (6063—T6 -ALUM. ALLOY) - '41V . - COLUMN W1 'H' 6 iI (125i 70 & 90 MPH WIND SPEED E 114 SMS EACH SITE #14 SMS EACH SIDE CsP.��I 214 SOS o SDE 3' X 8' HEADEF, - e Q ' x E TI 'x auw i 6) HEADER SPUCE DE AAL E w No. 16273 Igo 00•- ' APR 18.2003 Lis . 3'c 8' 4EADER 3 #14 SMC EAOi SIDE 00. ° 3 !14 P4S EACH SIDE ° 5 R7f5• 3�i r POST COLUMN W/ SIDERIATES sit rte: ,crsrr� - SA;.'= -M STAKE IN CONCRETE FOG'PN%r;' o4g �F ESS A (� DATE ESEVISION DATE REVISION �, •i J •,rT `� �rG7 NO. Q Enslnsorin9 Sorvlces 1 140 AN Pro Dttve - EI>d�or1, NQ 483114 ir ' KG ICBG FS E11ALUA1I014 REPORT NO. 'ER -2821P .NOAH rm PAHO t SAL LAMCE 51 Rl1CNtiES ENGIN S STAMP2j61io00 17LT04 4 OF 4 �p�ESSiOIyq� \A �4 ?.s213 Exp.. g•3i� ° � � . lof JUN 14 Liu Building Permit Numbers C Owner Name: ,)(o�l� ite at all times and it is This set of plans and specifications NILTS'T be kept o� the jowitho t swritten permission from the unlawfal to make any changes or alterations on saxn Building Division, County of Butte° All materials and worlgnanship shall be in accordance with recognized good practices s and of a quality prescribed for the specific use in the 2001 California wilding 1000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Tial )9 and the 1999 California Electrical Code (1999 RE .0°) 1�Iechan.�ca1 Code (2000 tJ.11�I,C.) your parcel lies within a designated 100 -year flood plain. Finish floor,above the elevation yo p H, V.A.C.'egL�ipment and services shall be a evation Certificate. A post Flood elevation Certificate shown on the attached Flood El will also co be required lienee with the flood elevation Note-. We will normally accept the following as P requirements 1 ° Building is anchored to concrete sten�wall system ot more above the 10 ear flood 2. Building plate on top of sternwall to be One f grade, or engin eared deli required). " elevation. (Plate height less than 2499 above equipment and I Electrical, heating, ventilation, plumbing and conditioning facilities located above the plate. opposite or adjacent walls with a total 4. At least 2 openings in exterior walls, located on J net area of not less than 1 egesta inch ben®ohieher}thanl foot above grade.e foot of area. 5. The bottom of the opens gs shall g 6. The openings may be screened or covered with other devices that will permit autornal.ic entry and exit of floodwater. I Page 2of 2 Building Permit Number: = 70� Owner Name: Parcel lies withica the State Responsibility Arca (SRA). Comply with attached requirements. MFire sprinlderssxe required in this structure. MThe following parcel map requirements shall be met: 414 structures and equipment including overhangsshall be clear of all easements. PkAll setback ofi�'�I�feet from the side andg� -Oeet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge, of the right of way shall be clear of structures and equipment except for a 2 foot overhang. KExpansive soil maybe encountered on this site. This condition may require the - foundation tobe designed by a California registered engineer or licensed architect. Re. Swimming! 1 l Safety Act Clarification Effective Date' January BEAUT` 6-3397 FAX' (530) 533-2140 To Whom It May Concern, In December of 1997, just prior to the effective date of the Swimming fool Safety Act, (see back page) the r lanation, and a nl . Due to POO we initiated a fetter of expon lhave arisen col Pool ncerning compi anceactors in Butteuntywith the Act and how wording of the Act itself, a number of questions r to describe how enforcement will occur in butte County, and are to enforce it We have revised our lette again conducting a rnaiiling to notify pool contractor s. This revised lett:: should clarify several common questions or problems concerning our enforcement of the Swhnming pool Safety Act including: ion was provided I , In our review of legislative considerations, we discoveredthe o® h t was asrriedtthat a conforming to allow exit sdarms on doors providing direct access to p in sting pool or perimeter fence was already place. nce is one side ofyan enccases! sur erejwhiiichrenthcly surrounds the parcel enclosure, and unless the residence pool, installation of exit alarms alone does not constitute compliance. �. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform Building Code, Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing /� inch h as pool barrier material. In Butte County we will continue toll w the use O 1 age, 2-1 /ered on a mesh, chain link fencing as pool barrier material. other typesg case by case; basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. ing pool, and be sef- 3. ,ill access gates through the enclosure shall op 6® inches e swimabovme the ground. This l closing wi&,t a self -latching device placed no to wer thanincludes large gates for vehicle access. hould ou have f (,,dher questions concerning this matter, please contact this office at the address or phone S Y number listed above. Sincerely, i ael C. ieira, C.B.O. 115921. As used in this article the r(>11owing terms have. the following meanings: a) -S�Aimming pool" or "pool" me�ns any structure intended for swimming or recreational bathing that contains water over 18 inches deep. "Swinuning pool" includes in -ground and koveground structurts and includes, but is not limited to, hot tubs, spas, portable spas� and non-portable wading pools. b) '�Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include . a swimming pool located on the grounds of a private single-fkrnilY homes - c) "Enclosure means a fence, walL or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool c" means a manually or power -operated safety pool cover that meets all of the performa overnce standards of thd American Society for Testing and Niaterials (ASTM). in compliance with standard F1346-9 1. "Exit alarme' means devices that make audible, condmous alarm sounds when any door or window, that Permits access from the residence to the pool area that is without any intervening enclosure, is Opened or is left ajar. Exit alarms may be battery operated or may be connected to tl;�-electrical wiring of the building: - . 115922. . Commencing Jamary 1, 1998, except as Provided in Section 115925, whenever a construction permit is issued for conse-trucdon of a new swimming pool at a private single-family home it shall b�; equipped with at least one of the following safety features: a) The pool qhall be isoats o Sectin 115923. _ated from access to a home by an enclosum that meets the requireme f o b) The pool shaR be equiLpped with an approved safety Pool cover. c) The residence sban bo equipped with exit alarms on those doors providing direct access to the POOL d) All doors prmding direct access from the home to the swimming pool shall be equipped with a self-closing, self - latching dMc;,%ith I release mechanism placed no lower that 54 inches above the floor. Other means of protD.Ron, if the degree of Protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the building official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is eqtial to or greater that afforded by any of the devices set forth in subdivisiou a) to d), inclusive. 11592-3. An enclosum shall have all or the foUowing characteristics: a) Any access gates tbrough the enclosure open away from the swimming pool, and are self= . closing with a self -latching device. placed no lower than 60 inches above the ground. b) A minimum height of 60 inches. the ground to the bottom of the enclosure of two inches. c) A maximum vertica�� clearance from sage of a sphere oqual to or greater that four inches in diameter. d) Gaps or voids, if any, do not allow Pas other physical characteristics that would serve. as handholds or e) An outside surfaceFm of protrusions, ca-yides, or footholds that could enable a cUd below the age of five years to climb aver. 115924. Any person entering into an agreement to build a svAmming pool shall give the consumer notice of the requimments Of this article. 115925. The rezr1irtments of this article Shan not apply to any of the following: a) Public swimming pools.1,13terials-Emergency b) Hot tubs or spas witb locking safety covers that comply with the American Society for Testing Performance Spedi-fica-tion OSTM ES 13-89). rdinance for swimming Pool safety ftt r Any pool with the jurisdiction of any political subdivision that adopts an o includes requirem--nts that are at last as stringent as this article, d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to a_n State Department of Social Services even if the taciRty is BISO us;' - y facility regulated by the as the private residence of the operator. pool safety in those facilities shall be regulated p to regulations adopted thereof by the State Departrnent of Social Services. 115927. Notwithstanding any other Provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved rrn%AAFA ffir in Mlbdi-Vision e, ( of Section 114922 and mbdivision, (c) of Section 115924. ) PPOL SPA- SPECIFICAT.IONS W X 5 Area gOoSq. & TYPQ Poe, L E 3 q D&Pth' to 3 Size DICL Depth Told Gallons shapo C +0 in Spa Pool capacity Z( ) K�,- - Gals. jet$ V 4 J!".111,11-11,_."', 1V A t 5 08 E. Hector FUtW S U 14 'T 0 w'PU PUMP Wh �R� Ld H.P. nV & Motors S Ku) Puffp Maku Main Drain Une Wo no Gas U by Skimmer Lino Rolum Unes, 2 $Pa PIUMbing PLANNING DIVISION - BUILDIM; 14,4N APPROVAL Auto Clooner Una ElectdCd bV Use: bA Da landl Skimmer Model U-3 Nly E. P. Pad(Ing'- Landscoong: 71, Other: Backwash Uno NIA Ught UL Ap. 3 2 'C, 4' signaft -64 Autofill Pool 14 5'e r Skirnmr U-3 \0 Main Drain Antl Slphon.Vblve Turn Over Rate SOLAR Hader NIA OENERAL SPECIFICATIONS size B.T.U. Gas Uno sq. It. pool. U01 5WAIWatt ULAWrovod -7-77-7 Electric BY Sq R.'Panat Eloc., Uxulng By E. P. 'Panel Type 220 Panel with Clocks Panel Size Auto Pool CWner �dro Nurnbot of, Panels Lovesoot as, Solar Blankets 0: Dock 'ecu-11p4eAd C W109 ----- - T1186axe IN, - ------- OW" NER To deformine- Approx. cow Ta be dec'tded elevation of ppol'on day 'A of excavation. Water To be. tded- Pool area to be fenced By owner -per county or C��city ordinance gates. to NOTEZI be tog closing. and solf latching All De6Ki'o, . Do not turn on pool light, when pool is enipty� Owner: to. wet down,gurd a _jpd,�ons mat dcdly -try C &hall of Uast 2. <J for 7 days pa' g PERMIT OFFICE Rob A,P 0 Phone ELE-0 N PLUMEWIGI -iq8- A T PLA X20 0 Wt -3 f H U'� T 04f N 0 OF N&E-0, UNIC, AND UFX�. BUTTE COU ACING DEPARTMIF A P P R 0 V r- _ -- - - - -- -I I I —lLSLI V Il �h4i ■ �h4i ■ BRACED \VALL PANELS j . "Simplex° structural grade Thermo -ply storm brace with 16 ga. gale, staples with 7/16" crown and 1 1/4" legs cc 3". 6" 0. C . Staples shall be installed with crowns parallel to framing member to which it is attached. 2, Wood boards of 5/8 -inch net minimum thickness applied diagonaily on studs spaced not over 24" O. C. 3. Food structural panel sheathing with a thickness not less than 5/16 -inch for 16 - inch stud spacing and not less than 3/8 -inch for 24 -inch stud spacing in accordance with Tables 23-1-N1-1 and 23-1-N-1. !fid " ` VL 044 4. I Fiberboard sheathing 4 -foot by 8 -foot panels not less than 1/2 -inch thick applied vertically on studs spaced not over 16 -inches O.C. when installed in accordance with Section 2315 and Table 23-1-P. 5. Gypsum board [sheathing 1/2 -inch thick vA feet wide, wall board or veneer base] on studs spaced not' over 24 inches 0. C. and nailed at 7 inches 0. C. with nails as required by Table 25-1. / d COO L F_R``' C' -7 `° 0 ,Cr , Particleboard wall sheathing panels where installed in accordance with Section U n Table 23-1-N-2. 7. Portland cement plaster on studs spaced 16 inches O. C. installed in accordance with Table 2,5-t. }-Hardboard panel siding when installed in accordance with Section 2326.7, 0_8 , 2320.6 and Table 23-1-0. a. Sill nailing at braced wall panels shall be 16d @ 5" O. C. (where applicable). b. Panels shall span three stud bays, be 4'-0" min. wide, and have all edges blocked. c. Where joists are perpendicular to braced wall lines above, blocking; shall be provided under and in line with braced wall panels. d. Provide 10" DP. Thickened slab @ interior braced walls (}.B.W.) w/1/2" jPS A.B.'s @ 5' o.c. (l.B.W.) cc 34' o.c. max. <1 A .J Lal - 6T 6T T._ I 1 { 9 U(P.r�I r 1 100 4"aJIT ! WA 0A , +ateHI Ito L 0 M71i�!? CJD S L A 1 m T$ -ro i a a` a�O�ko '11, ►Y ��'� i 7 , m a I I -1 A NOTES: 1, ALL WINDOWS, DOORS U --FACTOR 38 LOW E 2 CLASS 2, BARRY SKYLIGHTS INC. SKYLITE, U -FACTOR 43 WINTER, .50 SUMMER 3, INSTALL ALL ENGINEERED WOOD PRODUCTS AND SIMPSON CONNECTORS PER MANUFACTURERS INSTRUCTIONS, MBOTTOM PLATES OF ALTERNATE BRACED WALL PANELS TO BE SECURED TO FOUNDATION WITH (2) 112 X 10 ANCHOR BOLTS AT 1/4 POINT OF PANEL AND ONE HOLDOWN RATED AT 1800 POUNDS UPLIFT AT EACH END OF PANEL. BRACE WALL PANEL 14/-3// ALTERNATE BRACE WALL PANEL E I North Devation 7 ) ROOF T, 200# PER SQ. --a— I SZ Existing Garage 1 HOUR RATED SELF- CLOSING FIRE DOOR - X32 6 "8 Hobby Fan/ Room Light Z& SLAB 74 4X12 HEADER C(�)- c coHALL ' 10 Cu ALL c) _0 aj :D CDI-- 7f SLAB 2668 (2X) 3060 MULLION 3-6// Landing OSINGLE HUNG 4X12 HEADER rl:y I S3 3 3 //--CRAWLSPACE VENTING 1 SQ. FOOT IN HALL WALL OR GARAGE WALL CRAWLSPACE ACCESS 18"X24// /--BRACE WALL PANEL / 111-Fmice /-4XI2 HEADER Existing Master Bedroom +3068 *-5-1 ARCH (Replaces existing window) LC -/ ca - in jcv� 6_15-01 SLAB (2X) 3060 MULLION )SINGLE HUNG A 4X12 HEADER —12/-3//- -35/-2y \ \\--BRACE WALL PANEL T SQ. X 4/ THICK CONCRETE PAD MAXIMUM 8' BELOW INTERIOR FLOOR ALTERNATE BRACE WALL PANEL [:4] 5 West Devation N I E DETAIL "*A//, SHEET 3 FOR ROOF CONNECTION/FLASHING 0 T un Mn JUN 2#04 Chico, Califomia D C I 5 0 il- A 3 ELEVATIONS DRAFTING SERVICE A APN, 041-650-013 ROBERT BROWN & RICHARD BROWN 877-6333 RESIDENCE [IF- APPVD IFAPPVD BY Mr, & Mrs, Robert Badour APPVD BY 3559 Lonnie Lane APPVD BY SIZE JOB NO. DWG NO. REV 051105 PLOT SCALE 1/4"=1 05/11/04 SHEET 2 OF 2 2 � `„ „�» . ,� ,� '�.... "S ,.. ... � �” +n.x 0 �._....«.,..v _.. �_....�.,; ,. _.�........._.o.,,.,.�_x.... s e s a : u C � c 3 J � o�ca3 ,✓ , Tv� J ( G � � 3 �' 7 3 CDF FIRE SAFE REQUIREMENTS _ Q AP ## PERMIT # NAME. AP # PERMIT # NAME, uC 97 � 1273.10 Turnouts. Driveways exceetis.n 150 feet length, but _ - AP# PERMIT NAME in Y :: 5 g less than 800 feet in length, shall ;provide a turnout - Other Reol.irementa, t of the drivewa e a near the mdpoin y. Where driveway [ ] If Buslds.na Setback is 15 to 30 Feet checked ed Under authority of PRC 4290, the following he ked items are requited feet, turnouts. shall be provided no exceeds s00 f P more.. ,: by the Butte County Fare Department and are made a part of this permit. `h n 400 feet apart. ._ - Class Class A or B roof These requirements are minimums and will be superseded by Butte County _ - Enclosed eaves ed t ' to ' local .regulations which equal or exceed these e s ndards:Field 1273.10 Turnaround A turnaround shall be provided at all ' inspections wx 1 be made by the Butte Count Building Department for p. _Y Y - 9 P_ _ • building sites on driveways over 300 -feet in length and. g y _ g _ � [� If Building Setback is hens Than 15 Feet compliance, _ shall be within 5'o feet of the b,iilding. Choose an 3 of the following:- y - g 1272,00 Maintenance of Defensible Space. To ensure continued 1272.00 P n _ 1273...11 Gates. - Metal or no doors on side toward property line with insuffi= P P y cient setback maintenance of :properties in conformance with these - Class A:or B roof with enclosed eaves sand to assure continued avail- standards and measure v "s [ w 1. Gate entrances shall be at least two feet ider than , - sprinkler Interior automatics r.a._1er, system per NFPA 1.3D P Y ability, c and utilization of the defensible space abil�.ty, :.ac es, _ P _ the roadway it serves. - Glass area not to exceed 10% of wall area toward property provided for in these standards, annual maintenance ; line with insufficient setback. must be provide for by the land owner. [ 2. The gates must be located at least 30 feet .from the - Siding from.. the follows list: roadway and shall open to allow a vehicle to stop stucco - 3 coat Driv0"'av Standards without obstructing traffic on that roadway, Hardi-'Board or Plank. 1273.02 Surface. All driveway surfaces and structures (brid es t Y (bridges, [ ] .. 3. Where a one-way road with a single traffic lane Mason Macon: veneer 1273,07 culverts and other appartenant structures whish supple provides entrance, a 50 foot turning radius shall be Metal. ment the roadway bed or shoulders) shall. provide unob- used, _ Other Butte County Fire Department approved p artmmaterials structed access to conventional drive vehicles,includ- _ ing sedans and fire apparatus weighing up to 40,000 Fuel Modification C pounds, 1276.01 Setback for Structure Defensible Space. 1273.03 Grade: Not to exceed 16' percent unless paved. [ : 1. All par_uels 1 acre and larger shall provide a mini- ni- 12'13,.04 1273.04 DrivewayRadius , mum 30 foot setback for buildings and accessory _ \ buildings from L13 property lines and/or the center _. 1. No roadway shall have a horizontal inside radius of � ] y of the road-. — _ . _ curvature of less than 50 feet nd additional sur- f 0,_ face width of 4 feet shall be aaued to curves of 5 [ :] , parcels less than 1 ac-re loci urisdi�t on 2. For p � J . .� T00 feet radius 2 feet to those from loo 20.0 feet. � shall provide for the same.. practical effect. See Other Requirements below. _ ] 2. The length of vertical curves in roadways exclusive and drainage structures desi ed of gutters, ditches a gdesigned [ ] .. 1276.0 pial of Vegetation and Fuels. Disposal, including Disposal g p , g _ to hold or divert water shall be not less than 100 _ _ _ � - chapping, burying, burning or removal to a landfill site • feet. approved 'by the local jurisdiction, of flammable. _ vegetation and fuels caused by site development and a fired v minimum turning [�} 1273.05 Turnarounds. If r_qu will have a m�.m _ 5 : construction, road and driveway construction and fuel - - radius of 40 feet from the center of the road. modification shall ba completed prior to completion of road construction �r f__,al,- inspection of a building (.] -I 1273.05 Turnouts,. Shall be a minimum of 10 feet wide and 30 it. permit. feet long with a minimum 25 foot taper on each end. r _ / ] - 1270.10 width. All driveways shall provide a minimum 10 foot - traffic lane and unobstructed vertical clearance of 15 _ feet along its entire length,_ Date Signature. Page 1 of a .. Pa Page 2 of 3 Page 3 of 3 _ JJ c iwa ot V. VOL _ 1 x'11. � I a v� s ou a �/1� YYY� .. E Tl L pq 4-, Q TAr FTG .D , tir►ol d r n { tod -( �M 1 p�. 4 -No s p - ,�_-Vor ,� --.. y I � 'i `: �' fY