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047-220-098
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DEPARTMENT OF DEVELOPMENT SERVICES ° ✓` AGRICULTURAL BUILDING EXEMPTION PERMIT o - 0 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) COU H OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds 'i ;PROJECT LNF.ORMATION 4 Site Address: 14630 CAMENZ IND CT Owner: Permit No: B08-2304 APN: 047-220-098 MARSHALL, JAMES Issued Date: 1/15/2009 ^ By GLB Permit type: MISCELLANEOUS 14630 CAMENZIND CT Subtype: Limited Ag CHICO, CA 95973 f xpiration Date: 1./15/201.0 Description: AG STORAGE BUILDING (40'X 60' (530) 518-9437 Occupancy: U-3 Zoning: A-40 Contractor Applicant: Square Footage: MARSHALL, JAMES S. Building Garage Remdl/Addn 14630 CAMENZIND CT e CHICO, CA 95973 ' Other Porch/Patio Total (530) 518-9437 :FEE INFO RMATION r DBEH Building Review Fee $78.90 DBFIRE Fire.Inspection (SRA) $214.00 DBFIRE SRA Fire Plan Review (S $107.00 DBOMSCF Limited Ag .$416.43 DP Planning Clearance for Perm $78.70 Total Charged: $816.33 Fees Paid: $816.33 Balance Due: $0.00 Receipt No: B9112 "LICENSED. , 1 LICENSED.CONTRACTOWSDECLARATION. 'OWNER`/BUILDER'DECLARATION Y Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License / I Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 1/15/2009 Contractor's Signature Date ,'�F� WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: DI HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compansation insurance carrier and policy number are; 9 also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500); Please check one of the following: ]vj I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE ttD�JJ COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does 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 year of completion, the owner -builder will have the burden of proof 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 Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the I Contractor s License Law.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permit is tor one hundred dollars ($100) or ass. 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. X o 1/15/2009 e.. ,r ✓� I hereby certify that I have read this application and state that the above information is correct I agree Signature Date to comply with all City and County ordinances, rules, regulations, and State laws relating to building WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this peril. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the _ propertyowns or am authorized to act on a property owner's behalf. 1/15/2009 -Name of/Permittee tSIGNI Print Date ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: X � 1/15/2009 Owners ignature Date CONSTRUCTION1ENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Owner Contractor OR; Agent for Owner ❑Agent for Contractor FILE 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 AGRICULTURAL. BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or aplace of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption pennit by the Department o.f'Devel.opment Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte Countv E:n.viz•onrn.ental. l=aealtli, or any state and :federal agencies. InitialsJyy� AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initials,, AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a T residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: 14630 CAMENZIND CT Permit No: B08-2304 APN: 047-220-098 Square Footage: Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Limited Ag. Zoning: A-40 Description: AG STORAGE BUILDING (40'X 60') Required Setbacks: Applicant: MARSHALL, JAMES S. Front: Side: 25 Rear: 25 14630 CAMENZIND CT CHICOCA95973 Type of Construction: (530) 518-9437 Type of Siding: Owner: MARSHALL, JAMES Est. Const. Cost: $ 0.00 14630 CAMENZIND CT Roof Covering: CHICO, CA 95973 (530) 518-9437 Floor Type: I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain the necessary permits, inspections and approvals to comply with the requirements in effect at that time and prior to occupancy. ' Signature of owner: /�,„r„ ���/? Date: 1+-k3%26�8 FILE COPY Iscitio ngineering Plan Check Response Marshall Barn APN:047-220-098 BPN: B08-2304 The following responses are in return to the plan check comments made by Philo Hunt, Plan Check Engineer for Butte County. Comments: �J 1. Posts will be anchored to footing with PBS66, F1 calculations have been changed in . structural calculation to pad footing. i 2. Calculations for 16'6x6 post have been made on page Cl of structural calculations. 3. The symbol "A" on sheet Al is a shear wall type. Specifications for shear wall types can be seen in the Shear Wall Schedule in the upper left comer of page Al. 4. Corrections to detail A have been made and can be seen on page Al. Section detail A -A on sheet A-1 shows a slice through the 24" 0 footing. The slab footing has thickened edges that are now shown on the foundation plan. /6. The wing wall foundation specifications have been modified. ,,-'7. The wing wall framing has been updated. 8. The 2x6 girder nailing has been specified. t/9./The 2x10 framing calculations have been modified to show the truss reaction, see B2. �0. The siding type and nailing has been specified. V11. Wood members that are exposed to concrete and weather have been specified as pressure treated. 12. The "8080" door has been changed to a 160100" roll up door with header specified. 13. Support above the man door openings is provided by the two 2x10 members. A beam has been specified for the roll up door, and the manufactured truss will support the weight above the sliding doors. Jarrod Holliday, P.E. Civil, Structural, Surveying 5550 Skyway Suite C Paradise CA 95969 (530) 877-3700 Phone/Fax CHO • eering ie wing wall supports has been updated and can be seen in detail A. If you have any further questions please feel free to contact me at the number below. Sincerely, Jarrod Holliday, P.E. Jarrod Holliday, P.E. Civil, Structural, Surveying 5550 Skyway Suite C Paradise CA 95969 (530) 877-3700 Phone/Fax 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: 14630 CAMEZIND CT Owner: Permit NO: B07-2242 APN: 047-220-098 MARSHALL, JAMES Issued Date: 10/29/2007 By KCG Permit type: MISCELLANEOUS 14630 CAMENZIND CT Subtype: Phtovtaic Sys Roof CHICO, CA 95973 Expiration Date: 10/28/2008 Description: ROOF -MOUNT SOLAR ON SF Occupancy: Zoning: A40 0 Contractor Applicant: Square Footage: ALTERNATIVE ENERGY SYSTEMS INC ALTERNATIVE ENERGY SYS Building Garage RemdVAddn P O BOX 9231 P O BOX 9231 CHICO, CA 959279231 CHICO, CA 959279231 Other Porch/Patio Total (530) 345-6980 (530) 345-6980 FEE INFORMATION DBMSC Photovoltaic System $408.93 Total Charged: $408.93 Fees Paid: $408.93 Balance Due: $0.00 Receipt No: B5146 -LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER'DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License ALTERNATIVE ENERGY SYSTE 853351 / C10 / 01/31/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, 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 Contractor's License Law (Chapter 9 (commencing with Section 7000) is in force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the rfl basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/29/2007 the applicant to a civil penalty of not more than five hundred dollars ($500); Please check one of the following: Contractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractofs License Law does not apply to an owner of the property, who builds or improves thereon, and who does - WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided. that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier. STATE FUND policy Number: 713-0019419 Exp. Date:05/01/2008 Contractofs License Law.). (This section need not be competed if the permit is or one a hundred dollars ($100)"6r less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 10/29/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date pr visions. t X , VUR( 10/29/2007 I hereby certify that 1 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 Slate laws relating to building Signature' Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 8100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the is including death, and property damage caused t is arising out is or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County togo the bove mentioned property for inspection purposes. I hereby certify that I am the , property authorized to act on the property owner's behalf. u kCe Al Cel(4 tut, 10/29/2007 CONSTRUCTION LENDING AGENCY - 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permi (SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) -- - w Owner (M'Contractor OR; ElAgent for Owner ElAgent for Contractor J FILE COPY Lenders Address City State Zip Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty. net/dds 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 112.19.8. DECLARATION The property located at ❑ a swimming pool ❑ a spa ❑ a wading /toddler pool has: (Check all that apply) ❑ 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 Date Relationship to Project (please check one): ❑ Owner ❑ Agent for Owner ❑ Licensed Contractor ❑ Agent for Licensed Contractor Company Name Contractors 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 Date Relationship to Project (please check one): ❑ Owner ❑ Agent for Owner ❑ Licensed Contractor ❑ Agent for Licensed Contractor ❑ Other: If "Licensed Contractor' or "Agent for Licensed Contractor' is checked, please complete the following: Company Name Contractors State License Number K:Forms/Building Forms/Swimming Pool Affidavit Anti -Entrapment Updated: 10/29/2007 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.htmI K:Forms/Building Forms/Swimming Pool Affidavit Anti -Entrapment Updated: 10/29/2007 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REOUIRED AT TIiYIE OFAPPLICA.TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last NameM AM,SX �t First Name Mailing Address 63 C�-r,EN121AO City (314 r c State e-4- Zip uI 5-773 Phone Fax E-mail CONTRACTOR Name /�(ler�tw�it�� . S SSS 61 - Address 1C. 6&x %2 3 / Address City ek"Ce State �' Zipps�Z7. Phone 3c f5 kj Fax 1 y3 a f77 E-mail pnGC [� Se3/qv L—yc.,2 �or FLic—'*- F-5 3 3S Class C yo APPLICANT INFORMATION ARCHITECT/ENGINEER Name 'j4 -7v 7e % Address City City State State Zip Phone Fax Fax E-mail State License Number APPLICANT INFORMATION Name S Q H^c AS towce �G w Address s� /-S e aN /fcr/rt— ' City I Yes 7 State Zip . Phone Fax E-mail APPLICANT SIGNATURE X W PERMIT NO. BIN # PROJECT LOCATION AP# q Property Address l cf6 30 e fin-CNf1NO City C y -/ co WORKER'S COMPENSATION Policy Number 5f---te Fzz4 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 N)� Address DESCRIPTION OR SCOPE OF WORK: /n JAt & s o „ 1)t Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): , For office use only: Zoning Flood Zone SRA I Yes 7 No Occ. Type Const. MAIN PUMP METER HOUSE DIRT DRIVEWAY 100` Ccs r I X07 -22y2 BUTTE. COUNTY OJJILDING DIVISION APPROVED � r AP*O 47 - 220A/-OqS 6' PLOT PLAN LOCATED INSIDE LAUNDRY ROOM LOCATION: ROBERT & NICKIE PEACHER 28105 HALLE ROAD VINA, CA 96092. GARAGE Of O z FBI SOLAR ARRAY LOCATION DESIGNED & INSTALLED BY: ALTERNATIVE ENERGY SYSTEMS INC PO BOX 9231 CHICO, CA 95927 LICENSE # 853351 (C10) J- (10) SW175 (10) SW175 MONO/P MONO/P SOLAR SOLAR PANELS PANELS (10) SW175 (10) SW175 MONO/P MONO/P SOLAR SOLAR PANELS PANELS SB6000U-240, 6KWATT SOLAR INVERTER W/ INTEGRATED DC/ DISCONNECT %o7 -2242 - BUTTE COUNT BUILDING DIVISION _ APPROVED X17 `0 22 M 6KWATT SOLAR GENERATOR LINE ITEM 01- DIAGRAM MAIN M R EXISTING SUB PANEL CB30 CB30 CB100 CB100 Lance McClung 10-29-2007 e ARRAY DEAD LOAD CALCULATION ITEM PANEL RAIL STRUT TILT LEGS # EA 40 12.94 0 0 LENGTH (FT) 17 16 WEIGHT/FT (LB) 1 1.9 WEIGHT EA (LB) 33 5 WEIGHT/ITEM (LB) 1320 219.98 - 0 SUM 1,540 LB AREA 600 FT -2 WEIGHT/FT"2 2.6 PSF Location: Designed & Installed by: JAMES MARSHALL ALTERNATIVE ENERGY SYSTEMS INC 14630 CAMENZIND COURT PO Box 9231 CHICO, C A 95973 Chico, CA 95927 BUTTE COUNTY BUILDING DIVISION APPROI/r,n SOLARMOUNT, U.S. Des. Patent No. D496,248S, D496,249S. Otherpatents pending. Code -Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 Contents Letter of certification ....................................... 2 Part I. Scope, certification, and installer responsibility........ 3 Part IL Procedures for code -compliant installations using the SolarMount® Module Mounting System...... 4 Part M. Installing SolarMount® with top mounting clamps ..... 9 PartN. Installing SolarMoune with bottom mounting clips ...15 Warranty.............................................20 UniFtac welcomes input concerning the accuracy and user friendliness of Pub t this publication. Please write to publications nitraecom E UV? ILDING oIVISION ,Pppn O 2004 by IJniltac, Inc. All rights reserved. I September 2006 Mr. Hal Newman UniRac, Inc. 1411 Broadway Boulevard NE Albuquerque, NM 87102-1545 Subject: Engineering Certification for UnRac's SolarMountTm Universal PV Module Mounting System Dear Mr. Newman, Brian Spring Structural Engineering 161 LINDEN LN MILL VALLEY, CA 94941 Tel: (415) 497-2880 13KSFfMGGMA1LCW4 Attached is the UniRac Calculation worksheet and Installation Manual #214, Pub. 040316 -Iii, Copyrighted by UniRac, Inc., March 2004, 20 pages. I have reviewed these calculations, and certify their results are accurate. The calculations determine the design level forces for wind, as prescribed .in the California Building Code. The adequacy of the UNIRAC structure is demonstrated by the calculations. The calculations also correctly determine the anchorage requirements for the installation, and this requirement is properly represented in Installation Manual #214. The calculations are based upon: I . "The 2001 California Building Code, California Code of Regulations", based on the 1997 "Uniform Building Code, Volume 2: Structural Engineering Design Provisions", by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001. 2. `Manual of Steel Construction: Load Resistance Factor Design", 3rd Ed, American Institute of Steel Construction, Chicago, IL., 2001. 3. "Aluminum Design Manual: Specifications and Guidelines for A]uminwn Structures":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data obtained from Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they are installed per the "SolarMount Code - Compliant Planning and Assembly", installation Manual #214, Pub. 040316 -Iii, Copyrighted by UniRac, Inc., March 2004. The structure to which the UniRac SolarMount system is connected should be evaluated on a case-by-case basis, per Part I of the Installation Manual, to ensure it's adequacy to accept attachments and to support all applied loadings, per the building code. Please call me Sincerely, Brian Spring, PE, SE Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly YNIRAC• Part I. Scope, certification, and installer responsibility Please review this manual thor- Th `e inacaller re -,"..6 ib a fair oughly before installing your SolarMount system. , $ I app cab e focal Q�' naEo�al bu�ci�ng odes, 111du g apy t supeznec a bus tna tial, This manual provides (1) sup- porting documentation for mat YTac and oder productas 4e appropri- building permit applications atd0 Parries i anon ani the insEa�la on relating to UniRac s Solar- enroentr Mount' Universal PV Module pia s��litt that � hoof, its'ra t rsa co ect onsr and Mounting system, and (2) plan- . 6th atrttealttppot members c support Hing and assembly instructions lifid bdtg. ioa conditons fs total ably for SolarMount. is`fiiereaitor ref ed to -as the roof rafter assemb ; SolarMount products, when • iTsittg on17nacai-tsd [nstalle- supphed parts as installed in accordance -with spdc ed by bst�" btbn ofgarr�ss m i t ie this bulletin, will be structur-ant and b.0 the re€er o cerraann orz" ally adequate and will meet page 2)x the 2001 California Building li that lag'scre� ham adequate pullout stc�engch Code and the Uniform Buildingnrg And shear_capact as`installed, Code, 1997, hereafter UBC 1997 UniRac also provides a limited r+, • Matnt4*ag the �vaterp +oof tegr r of t -he roof,; `inclucl= warranty on SolarMount prod- ing sel hon of approp iat. fashing;'and ucts (see p. 20). •riFig sate installation of all electrical aspects of the P array. hp 3 WMCO Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly Part II. Procedures for code -compliant installations using the SolarMount Module Mounting System This bulletin is designed to support applications for build- 1. Determine the Basic Wind Speed ing permits for installations using SolarMount— FV Module Mounting system, manufactured by UniRac, Inc. at your installation Site Follow the six steps below and the installation instructions on pages 9-20 to install SolarMount in compliance with the 2001 Cahfornia Building Code and the UBC 1997 Before proceeding, note the following: • This bulletin addresses only wind loads on the as- sumption that wind produces the maximum load factor affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Live Load per footing listed in Tables 2 and 3 on pages 6-7. FW 4 For the United States, see "Minimum Basic Wind Speeds in Miles per Hour," reproduced below. If your installation is outside the United States or if you need further assistance, consult a local professional engineer or your local building authority. Figure 1. Minimum Basic Wind Speeds. Reproducedjrom ilBC, Vol. 2, Structural EngineeringDesign Provisions, Chap. 16, Div.19 Wind Design, Fig. 16.1, `Minimum Basic W1n d Speeds in Miles per Hour," p. 36. The map has been adopted by dte 2001 California Building Code ft. 16.1, vol 2. p. 36). Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly UNIRM" 2. Determine the exposure category of your installation site The California Building Code* defines wind exposure catego- ries as follows: EXPOSURE E has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. E"osuRE c has terrain that is flat and generally open, extending iia mile (0.81 Ian) or more from the site in any quadrant or havingscattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes fiat orgently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelisation, such as ridgetops or draws, shall be considered as Exposure C.t EXPOSURE D represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 Ian) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline A mile (0.40 Ian) or 10 times the building height, whichever is greater. 3. Determine Design Wind Pressure required for your installation Design Wind pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined in step 1), • your exposure category (determined in step 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. I6, Structural Engineer- ingDesignProvisions, Div. h% WindDesim p. 38.10. tEmphasis in the original, indicating material inserted by California into definitions adopted from the UBC. Table 1. Design Wind Pressure (psf) byWind Speed and Exposure Category Design force applies to surface pressure and/or uplift (withdrawal). Source:7hese Design Wind Pressure (P) values are based an rhe formula P 2 Ca * C * 9, * I (2001 California Building Code, voL 2, chap. 16, Structural EiigineeringDesignprovisions, Div.11l; Wind Design, p. 38.10). Assume dons: l• = I and C = 1.3. 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. NP 5 Basic Wind Speed (mph) 70 80 90 100 110 120 130 Category B 15' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source:7hese Design Wind Pressure (P) values are based an rhe formula P 2 Ca * C * 9, * I (2001 California Building Code, voL 2, chap. 16, Structural EiigineeringDesignprovisions, Div.11l; Wind Design, p. 38.10). Assume dons: l• = I and C = 1.3. 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. NP 5 VNIRAW Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly Table 2. SolarMountTm Loads (lbs) per Footing at Standard Rafter Spacings To meet code, your Design Loads must be at or above those indirated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounts per square foot, comact UniRac. Minimum Design Dead Load Minimum Design Live Load as a Function of Design Wind Pressure 20 Psf 30 psf 40 psf 50 psf Minimum Design Live Load as a Minimum Function of Design Wind Pressure Design Dead Load 20psf 30 psf 40 Psf 50 psf AstroPowerAP65,AP75 RWE SchottASE 300 48" r0ter (foot) spacing 33 157 236 315 393 48" rafter (foot) spacing 58 248 373 497 621 64" rafter (foot) spacing 43 210 315 420 524 64" rafter (foot) spacing 77 331 497 662 828 72" rafter (foot) spacing 49 236 354 472 590 72" rafter (foot) spacing 87 373 559 745 NA AstroPower AN I I O,APi 120 RWE Schott SAPC 165 (See Sharp NE- 1650 1) 48" rafter (foot) spacing 33 194 291 387 484 Sanyo HIT190 64" rafter (foot) spacing 44 258 387 516 646 48" rafter (foot) spacing 29 173 260 347 433 72" rafter (foot) spacing 50 291 436 581 726 64" rafter (foot) spacing 39 231 347 462 578 AstroPowerAP1165 72" rafter (foot) spacing 44 260 390 520 650 48" rafter (foot) spacing 31 194 291 387 484 Sharp NE -80U I 64" rafter (foot) spacing 41 258 387 516 646 48" rafter (fes) spacing 33 158 237 315 394 72" rafter (foot) spacing 46 291 436 581 726 64" rafter (foot) spacing 44 210 315 420 526 BP Solar 375, 380, 580, 585 72" rafter (foot) spacing 49 237 355 473 591 48" rafter (foot) spacing 31 158 237 316 395 Sharp ND -123U1 64" rafter (foot) spacing 41 211 316 421 527 48" rafter (foot) spacing 38 197 295 393 492 72" rafter (foot) spacing 46 237 356 474 593 64" rafter (foot) spacing 50 262 393 525 656 BP Solar 3125 72" rafter (foot) spacing 56 295 443 590 738 48" rafter (foot) spacing 33 198 297 396 495 Sharp ND-NOECU (140W) 64" raker (foot) spacing 44 264 396 528 660 48" rafter (foot) spacing 26 153 230 306 383 72" rafter (foot) spacing 50 297 446 594 743 64" rafter (foot) spacing 34 204 306 408 510 BP Solar 3160, 4150, 4160, 4170 72" rafter (foot) spacing 39 230 344 459 574 48" rafter (foot) spacing 33 209 314 418 523 Sharp NE-16SU 1, NT -1750 I, NT 185U 1 64" rafter (foot) spacing 44 279 418 557 697 48" rafter (foot) spacing 35 207 310 413 517 72" rafter (foot) spacing 50 314 470 627 784 64" rafter (foot) spacing 47 276 413 551 689 Evergreen EC 102, EC 110, EC 115 72" rafter (foot) spacing 53 310 465 620 775 48" rafter (foot) spacing 35 208 312 416 520 Sharp ND -167U] 64" rafter (foot) spacing 46 277 416 555 693 48" rafter (foot) spacing 28 174 262 349 436 72" rafter (foot) spacing 52 312 468 624 780 64" rafter (foot) spacing 37 232 349 465 581 First Solar FS50D 72" rafter (foot) spacing 41 262 392 523 654 48" rafter (foot) spacing 35 158 236 315 394 Shell SMI 10 64" rafter (foot) spacing 47 210 315 420 525 48" rafter (foot) spacing 32 173 259 345 432 72" rafter (foot) spacing 52 236 354 473 591 64" rafter (foot) spacing 43 230 345 460 576 Kyocera KC80 72" rafter (foot) spacing 49 259 389 518 648 48" rafter (foot) spacing 29 128 192 256 320 Shell SQ70, SQ75, SQ80 64" rafter (foot) spacing 39 171 256 341 427 48" rafter (foot) spacing 31 157 236 315 393 72" rafter (foot) spacing 44 192 288 384 480 64" rafter (foot) spacing 41 210 315 420 524 Kyocera KC 120, KC 125G 72" rafter (foot) spacing 46 236 354 472 590 48" rafter (foot) spacing 34 187 281 374 468 Shell SQ 140, SQ 150, SQ 160 64" rafter (foot) spacing 45 249 374 499 623 48" rafter (foot) spacing 36 213 320 426 533 72" rafter (foot) spacing 51 281 421 561 701 64" rafter (foot) spacing 48 284 426 568 710 Kyocera KC 158G, KC 167G 72" rafter (foot) spacing 54 320 479 639 NA 48" rafter (foot) spacing 64" rafter (foot) spacing 28 37 169 226 254 339 339 452 423 564 SunWize SW85, SW90, SW95 72" rafter (foot) spacing 42 254 381 508 635 48" rafter (foot) spacing 35 190 285 380 474 64" rafter (foot) spacing 46 253 380 506 633 Photowatt PW750 72" rafter (foot) spacing 52 285 427 569 712 48" rafter (foot) spacing 64" rafter (foot) spacing 30 40 162 216 244 325 325 433 406 541 SunWize SWI 15, SW 120 72" rafter (foot) spacing 45 244 365 487 609 48" rafter (foot) spacing 34 190 285 380 474 64" rafter (foot) spacing 45 253 380 506 633 Photowatt PW 1250 72" rafter (foot) spacing 51 285 427 569 712 48" rafter (foot) spacing 30 163 245 327 409 UniSalar 64 64" rafter (foot) spacing 72" rafter (foot) spacing 39 44 218 245 327 368 436 490 545 613 48" rafter (foot) spacing 25 179 269 359 448 64" rafter (foot) spacing 33 239 359 478 598 Photowatt PW 1650 72" rafter (foot) spacing 37 269 403 538 672 48" rafter (foot) spacing 31 162 244 325 406 64" rafter (foot) spacing 41 216 325 433 541 72" rafter (foot) spacing 46 244 365 487 609 leJ Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly I NIPIM9 Table 3. SolarMountTm Loads per Footing at Maximum Foot Spacing To meet code, your Design Loads must be at or above the Design Wind Pressure indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounds per square foot, contact UniRac, Design Wind ftssure Design Wind Pmssure 20 psf 30 psf 40 psf 50 psi 20 psf 30 psf 40 psf 50 psf AstroPowerA111165, AP7S RWE SchotcASE 300 Maximum Foot Spacing (inches) 131 107 93 83 Maximum Foot Spacing (inches) 104 85 74 66 Minimum Foot Design Live Load Obs) 429 526 610 680 Minimum Foot Design Live Load Obs) 538 660 766 854 Minimum Foot Design Dead Load Obs) 89 73 63 56 Minimum Foot Design Dead Load Obs) 126 103 89 80 AstroPawerAPil 10, APH20 RWE Schott SAPC165 (See Sharp NE-16SU1) Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load Obs) 476 581 670 757 Sanyo HIT190 Minimum Foot Design Dead Load Obs) 82 67 58 52 Maximum Foot Spacing (inches) 125 102 88 79 AstroPowerAR165 Minimum Foot Design Live Load (lbs) 451 553 636 713 Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Dead Load Obs) 76 62 54 48 Minimum Foot Design Live Load Obs) 476 581 670 757 Sharp NE -80U 1 Minimum Foot Design Dead Load Obs) 75 61 53 48 Maximum Foot Spacing (inches) 131 107 92 83 BP Solar 375, 380, S80, 58S Minimum Foot Design Live Load Obs) 430 527 604 682 Maximum Foot Spacing (inches) 131 107 92 63 Minimum Foot Design Dead Load (Ibs) 90 73 63 57 Minimum Foot Design Live Load Obs) 431 528 606 683 Sharp ND-123UI Minimum Foot Design Dead Load Obs) 84 68 59 53 Maximum Foot Spacing (inches) 117 96 83 74 BP Solar 3125 Minimum Foot Design Live Load Obs) 480 590 680 756 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Dead Load Obs) 92 75 65 58 Minimum Foot Design Live Load Obs) 483 588 677 763 Sharp ND-NOECU (140W) Minimum Foot Design Dead Load Obs) 81 65 56 51 Maximum Foot Spacing Onches) 133 108 94 84 BP Solar 4160, Minimum Foot Design Live Load Obs) Minimum Foot Design Dead Load (Ibs) 424 72 516 58 S99 51 669 45 Maximum Foot Spacing (inches) Foot Spacing es) 114 93 80 72 Minimum Foot Design Live Load (Ibs) 496 607 697 784 Sharp NE-16SU1, NT-17SU1, NT 185U1 Minimum Foot Design Dead Load Obs) 79 64 55 50 Maximum Foot Spacing (inches) 114 93 81 72 Evergreen 15 EC110,acing Minimum Foot Design Live Load (Ibs) Minimum Foot Design Dead Load (Ibs) 491 83 601 68 698 59 775 S3 Foot Maximum Foot Sp (inchees)) s Sp 114 93 80 72 Minimum Foot Design Live Load Obs) 494 605 693 780 Sharp ND-167UI Minimum Foot Design Dead Load Obs) 82 67 58 52 Maximum Foot Spacing (Inches) 124 102 88 79 First Solar FS50D Minimum Foot Design Live Load (Ibs) 450 556 639 717 Maximum Foot Spacing (Inches) 131 107 92 83 Minimum Foot Design Dead Load (Ibs) 71 58 50 45 Minimum Foot Design Live Load (Ibs) 430 527 604 681 Shell SM 110 Minimum Foot Design Dead Load Obs) 95 78 67 60 Maximum Foot Spacing (inches) 12S 102 88 79 Kyocera KC80 Minimum Foot Design Live Load (Ibs) 450 550 633 710 Maximum Foot Spacing (inches) 145 118 103 92 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Minimum Foot Design Live Load Obs) 387 472 549 613 Shell SQ70, SQ7S, SQ80 Minimum Foot Design Dead Load Obs) 88 72 63 56 Maximum Foot Spacing (Inches) 131 107 93 83 Kyocera K KC125G Minimum Foot Design Live Load (Ibs) 429 526 610 680 Maximum Footot Spacing (inches) 120 98 85 76 Minimum Foot Design Dead Load (lbs) 84 69 60 53 Minimum Foot Design Live Load Obs) 468 573 662 740 Shell SQ 140, SQ 1 SO, SQ 160 Minimum Foot Design Dead Load (Ibs) 85 69 60 • 54 Maximum Foot Spacing (inches) 112 92 80 71 Kyocera K KC 167G Minimum Foot Design Live Load Obs) 497 612 710 788 acing (inches) Maximum F000tot Spacing 126 103 89 80 Minimum Foot Design Dead Load (Ibs) 84 69 60 53 Minimum Foot Design Live Load Obs) 445 545 628 706 SunWize SW85, SW90, SW95 Minimum Foot Design Dead Load Obs) 73 60 52 46 Maximum Foot Spacing (inches) 119 97 84 75 Paximu tt PW750 Minimum Foot Design Live Load Obs) 470 575 664 741 M Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Dead Load Obs) 86 70 61 54 Minimum Foot Design Live Load Obs) 436 533 616 685 SunWize SWI 15,SWI20 Minimum Foot Design Dead Load Obs) 80 65 57 50 Maximum Foot Spacing (inches) 119 97 84 75 Photowatt PW 12SO Minimum Foot Design Live Load Obs) 470 575 664 741 Maximum Foot Spacing (Inches) 128 105 91 81 Minimum Foot Design Dead Load Obs) 84 69 59 53 Minimum Foot Design Live Load Obs) 436 536 620 689 UniSolar 64 Minimum Foot Design Dead Load Obs) 79 65 56 50 Maximum Foot Spacing (inches) 123 100 87 78 Photowatt PW 1650 Minimum Foot Design Live Load Obs) 459 560 650 728 Maximum Foca Spacing (Inches) 129 105 91 81 Minimum Foot Design Dead Load Obs) 64 52 45 40 Minimum Foot Design Live Load Obs) 436 533 616 685 Minimum Foot Design Dead Load Obs) 83 68 59 52 PW 7 INIM " Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly 4b.... Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimise roof penetrations, consult Table 3 (p. 7) to deter- mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Find the make and model of the PV module you plan to install, then read or extrapolate Foot Design Live Loads and Dead Loads at the maximum spacing. To meet code, you must verify that foot spacing is at or below the dimension listed and that the roof rafter assembly at your installation site has the capacity to withstand the sum of the Design Dead Load and Design Live Load for the speci- fied spacing. If they do not, try smaller footer spacing. If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. 5. Verify acceptable Rail End Overhang Rail End Overhang (Fig. 2) must equal SO percent or less of foot spacing. Thus, if foot spacing is 72 inches, the Rail End Overhang can be up to 36 inches. In this case, two feet can support a rail of as much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). 6. Ensure that Live Loads do not exceed Pull -Out Capacities Based on the characteristics of your roof rafter or truss lumber and the lag screws, consult Table 4 to determine the lag pull- out capacity per 1 -inch thread depth. Compare that value to the minimum design live load per footing determined in Step 4a or 4b. Based on these values, determine the length of the lag -screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design five load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figure 2. SolarMountfoot spacing refers to the distance between feet on the same rail Over, harms the distance from end of the mil to the first foot; may be no more than half the foot spacing. Table 4. Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber Lag screw specifications Spedfic %a"shaft,* %d" shat* ''/e"shaft;* gravity 2%"thread depth per I' thread depth per I' thread depth Douglas Fir, Larch 0.50 665 266 304 Douglas Fir, South 0.46 588 235 269 Engelmann Spruce, Lodgepole Pine i (MSR 1650 f & higher) 0.46 588 235 269 Hem, Fir 0.43 530 212 243 t Hem, Fir (North) 0.46 588 235 269 Thread Southern Pine 0.55 768 307 352 depth Spruce, Pine, Fir 0.42 513 205 235 _ Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources Uniform BW&ng Code; Amerkan Wood Council Notes (1) Thread must be embedded in a miter or other sm=rt l roof member. (1) Pull-out values incorporate a 1.6 safety tactor recommended by the American Wood Counal (3) See UBC for required edge distances. *Use (fat washers with fag screws. E �Od f"- s BUILDING DIVI !f'' AnPRGt��� IF Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly VNIRACO Part III. Installing SolarMount with top mounting clamps This section covers SolarMount assembly where the installer has elected to use top mount- ing clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount to a pitched roof. Contents Laying out the installation area .......... 10 Laying out L -feet ......... 11 Installing L -feet .......... 11 Laying out standoffs ...... 12 Installing standoffs ....... 12 Installing SolarMount rails .................... 13 Installing the modules...., 14 Figure 3. Exploded view of a low profile installation mounted flush to the roof with L feet r� Mid 'j clamp SolarMount rail "•�, , End �` ictor d•� ,r . � ✓R fit n,. /�~ f. Table 5. Part quantities SMR Series SolarMount Rail Sets (model no. = rail length In inches) Ye" footing %" flange Rails L -feet bops nuts SMR48 thru 106 2 4 4 4 SMR 120thru 180 2 6 6 6 SMR 192thru216 2 8 8 8 CT Series Clamp Sets (model no. = modules accommodated) End Mid A' module A z %_ A- flange damps clamps clamp bolts safety bolls nuts CT2 4 2 6 2 8 CT3 4 4 8 2 10 CT4 4 6 10 2 12 CT5 4 8 12 2 14 CT6 4 10 14 2 16 CT7 4 12 16 2 18 CT8 4 14 18 2 20 Table 6.Wrenches and torque Wrench Recommended sae torque (ft4bs) A' hardware '/6" 15 Ma" hardware 9/6- 30 Stainless steel hardware can seize up, a process called galling.To significantly reduce its likelihood, (1) apply lubri- ant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Gaffing and Its Prevention, at www.unirac.com. MUS COUNTY SURLDING DTVI"I" ,APPf 0V0c;A 9 UNOMW Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly Laying out the installation area The width of the installation area is equal to the length of one The installation can be laid out with rails parallel to the rafters module. (high-profile mode) or perpendicular to the rafters (low -pro- The length of the installation area is equal to: isle mode). Note that SolarMount rails make excellent straight • the total width of the modules, edges for doing layouts. • plus 1 inch for each space between modules (for mid - Center the installation area over the rafters as much as pos- clamp) Bible. Leave enough room to safely move around the array during 'Plus 3 inches (I 2h inches for each set of end clamps). installation. Low -profile High-profile mode mode ftV 10 Figum 4. Rails maybe placed pamUel or perpendicular to rafters. SUMMUNTY BUILDING ®IVISIO[,. APPROVED Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly MEMO E Laying out L feet L -feet (Fig. 5) are used for installation through existing roofing material, such as asphalt shingles or sheet metal. Use Figure 6 or Figure 7 below to locate and mark the L -feet lag bolt holes within the installation area. To meet code, you must use the footspacing deter- mined in procedural steps 4a or 4b (pp. S, 8). Figure 5 When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the L -foot lag bolt holes by 13/4 inches. If multiple high-profile rows are to be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines in Figure 7 as closely as possible. '-w- Overhang 25% typical \\ I.- - Foot spacing --� each end 1 Sp%typical .+s Lower roof edge y \ Rafters Figure 6. Low -profile layout 25% maximum typical each end "' "`'' 50% minimum typical i jil C t°/i" 7 41 Foot }'—ad--- spacing -J' U Lower roof edge '? Overhang Rafters PWLre i nign-prorate uWout Installing L feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag bolt hole location. Consult procedural step 6 and Table 4 (p. 8) to select the lag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with. SolarMount rail sets. Squirt sealant into the hole, and on the shafts of the lag bolts. Seal the underside of the L -feet with a suitable weatherproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 6 or Figure 7. The single -slotted square side of the L -foot must always lie against the roof with the double -slotted side perpendicular to the roof. w,. BUTTE COUNTY it BUILDING DIVISIo r INIRM" Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly Laying out standoffs Standoffs (Fig. 8) are used for flashed installations, such as those with tile and shake shingles. Use Figure 9 or Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment, but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 9 or Fig. 10). Figure 8. Raisedflange Lange standoff (left) andfiat top standoff used in con- junction with an L foot When determining the distance be- tween the rails in high-profile. mode, keep in mind that the center of each rail will be offset from the standoff lag bolt holes by YG of an inch. If multiple high-profile rows are to be installed adjacent to each other, it willnot be possible for each row to be centered above the rafters. Adjust as needed following the guidelines in Figure 10 as closely as possible. MP 12 Overhang 25% typical Foot spacing -�-; each end 71 50% minimum 1 typical Lower roof edge i<---- Rafters --- Figure 9. Low -profile layout Ztypical each end ''� I 1 5typiii minimum E�, 7 Foot -• `•_ 116„ spacing ~'•,� it L-: -" `—� _ _ — { Lower roof edge ((� i g Overhang V Rafters Figure 10. High-profile layout Installing standoffs EnsA1e that the standoffs face as shown in Figure 9 or Drill 3/16 -inch pilot holes through the underlayment Figure 10. into the center of the rafters at each standoff location. SolarMount steel standoffs (lsie" O.D.) are designed Securely fasten each standoff to the rafters with the two for collared flashings available from UniRac. Aluminum 5/16" x 31/2" lag bolts provided with it. two-piece standoffs (11/s" O.D.) take all -metal flash - Note: You must verify that the Lag boltsyou use are ings, also available from UniRac. adequate for your installation by followingproce- Install and seal flashings and standoffs using standard dural steps 4A or 4B (pp. 5, 8). building practices. BUTTE COUNTY APP0M o -_F_ Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly WIRM9 Rgure 11. Splice bars slide into the footing bolt slots of SolarMount rail sections. Clamping bolt slot jI Mounting Footing bolt slot I rgure 1l. root-w-rau splice atawAment Aligning the Frail Ends. Align one pair of rail ends to the edge of the instal- lation area (Fig. 13 or Fig. 14). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. In low -profile mode (Fig. 13), either end of the rails can be aligned, but the first module must be installed at the aligned end. i of Ia Edge of installation area Figure 13. Low -profile mode Installing SolarMount rails Keep tail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 11) before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low -profile tilt legs. If using more than one splice per rail, contact UniRac concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the footings (Fig. 12) . Mount in the lower hole for a law profile, more aesthetically pleasing instal- lation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Slide the %-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 6, 7, 9, or 10, whichever is appropriate. I i Edge of installation area Figure 14. High profile mode For the safest high-profile installation (Fig. 14), the aligned end of the rails must face the lower edge of the roof. Securely tighten the flange nuts on the mounting bolts after alignment is complete (28-32 ft lbs). Mount modules to the rails as soon as possible. Temperature changes may bow the rails within a few hours if module placement is delayed. BUTTt C®UN 9 Y BUILDING ®VISION APPROVED 13 UNIRM 8 Installation Manual 214 Installing the modules SolarMount Code -Compliant Planning and Assembly Prewiring Modules. If modules are the Plug and Play type, no prewiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J -boxes, each module should be prewired with one end of the intermodule cable for ease of installation. For safety reasons, module prewiring should not be performed on the roof. Leave covers off J -boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. If there is a return cable to the inverter, connect it to the first module. Close the J -box cover. Secure the fust module with T -bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps (Fig. 15). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 ft lbs). Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J -box cover. T1u'n the second module face up (Fig. 16). With T bolts, mid clamps, and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 17). For a neat installation, fasten cable clamps to rails with self -tapping screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end damp and the end of the rail (Fig. 15). Check that all flange nuts on T bolts are securely fastened. ( Ei High -ripped module (cross section) SolarMount rag Figure 15 "N' l: J -boxes Figure 16 '4,Module frames M" module bolt a ,, x, - :. • z; crud flange nut Roil Mid cramp Figure 17 .�.-lipped module (cross_. . MUM '.%;Al rx ;i� FUC IN W Figure 18. Mid clamps and end clamps for lipped -frame modules are identical. A spacer for the end clamp is necessary only flips are located high on the module frame. BUTTE COUNTY rw BUILDING DIVISION 14 A.Pi?ROlIcn SolarMount A" minimum ¢" rrtodute halt i�b(iarge nut Rail End clamp ,4 , r Figure 15 "N' l: J -boxes Figure 16 '4,Module frames M" module bolt a ,, x, - :. • z; crud flange nut Roil Mid cramp Figure 17 .�.-lipped module (cross_. . MUM '.%;Al rx ;i� FUC IN W Figure 18. Mid clamps and end clamps for lipped -frame modules are identical. A spacer for the end clamp is necessary only flips are located high on the module frame. BUTTE COUNTY rw BUILDING DIVISION 14 A.Pi?ROlIcn SolarMount Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly YNIRAW Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount assembly where the installer has elected to use bottom mounting clips to secure modules to the nails. It de- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents Planning the installation area.... 16 Laying out and installing L -feet .. 17 Attaching modules to the rails... 18 Installing module -rail assembly.. 19 Figure 19. SMR and CB components Table 7. Part quantities SMR Series SolarMount Rail Sets (model no.= rail length in inches) 8 '/e" footing ,/moi / • Rails L -feet boats nuts SMR48 thru 106 2 4 4 4 SMR120thru 180 2 6 ;;.. av modules ;face cown; 6 SMR 192thru 216 2 8 8 8 _ J Jar SolcriMowni ral i.P. r 3 pull s;t;l rl, 30033) 'ruwnir•g Gulp Figure 19. SMR and CB components Table 7. Part quantities SMR Series SolarMount Rail Sets (model no.= rail length in inches) CB Series Clip Sets (model no. = modules accommodated) A"module A- flange a" bolts nuts CB2 8 '/e" footing %- flange Rails L -feet boats nuts SMR48 thru 106 2 4 4 4 SMR120thru 180 2 6 6 6 SMR 192thru 216 2 8 8 8 CB Series Clip Sets (model no. = modules accommodated) A"module A- flange a" bolts nuts CB2 8 8 8 CB3 12 12 12 CB4 16 16 16 CBS 20 20 20 CB6 24 24 24 CB7 28 28 28 CB8 wVlTyr tAPO j kffV 32 OJ1 1`vWW1v1 I BUILDING DIVI9.1 � Table 8.Wrenches and torque Wrench Recommended size torque (ft4bs) Y " hardware %a" Is W hardware %s" 30 A AStainless steel hardware can seize up, a process called galling.To significantly reduce its likelihood, (1) apply lubri- cant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Golfing and hs Prevention, at www.unirac.com. P -P 15 V1i1RAV Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly Distance between ► lag bolt centers — 2 Distance between module mounting holes �� PV module Module boll Clip— Rail - I 2.0, L•foot lag boll Distance between log bolt centers — 1 Distance between — module mounting holes i Figure 20. Clip Arnurtgements A and B ftp 16 2'• /4' e Planning the installation area Decide on an arrangement for clips, rails, and L -feet (Fig. 20). Use Arrangement A if the full width of the rails contact the module. Otherwise use Arrangement B. Caution: If you choose Arrangement A either (1) use the upper mounting holes of the L feet or (2) be certain that the L feet and clip positions don't conflict. if rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports—either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Secure the footings in accordance with "Installing L -feet" (p.11). Leave enough room to safely move around the array during installation. The width of a rail -module as- sembly equals the length of one module. Note that L -feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. Installation Manual 214 Laying out and installing L feet L -feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L -feet will be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. • Situate the rails so that foot- ing bolt slots face outward. Use Figure 20 to determine spacing between feet on opposite rails. Foot spacing (along the same rail) and rail overhang depend on design wind loads. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Install half the L -feet: • If rails are perpendicular to rafters (Fig. 21), install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig 22), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag bolt hole location. Consult Table 4 (p. 8) to select lag bolts to meet design wind loads. Squirt sealant into the hole and onto the shafts of the lag bolts. Seal the underside of the L -feet with a weath- erproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 21 or Figure 22. Hold the rest of the L -feet and fasten- ers aside until the panels are com- plete and ready for installation. SolarMount Code -Compliant Planning and Assembly {NIMV Ratters Insialllater Install later �I II II I II II d II II n II iI li II Ii 1 II II f II II I II II I II Roils I I 1 I I II I II � II 11 I 11 II II 11 II I II j 11 I II , II II II � II II I II i II I I ------------ U----- Lower Install now roof edge Figure 21. Rarls laid out perpendicular to the rgftm. Rafters i, Mounting block , I I , Install ' '} Install L -feet __r_ ___...__:, ___._--! L -feet now �+ later I I}I :I 7 } Mounting Rai±s—rr—«r block ..I Figure 22. Rails laid out parallel to the rafters. w. 17 UNIMC® Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 19, p.15). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the' mounting holes, following the arrangement you selected earlier (Fig. 20a or 20b, p.16). Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15 foot- pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self -tapping screws. ftV 18 • Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly UNIR " Installing the module -rail assembly Bring the module -rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. UniRac recom- mends safety lines whenever lifting one to a roof. Align the panel with the previously installed L -feet. Slide's inch L -foot mounting bolts onto the rail and align them with the L -feet mounting holes. Attach the panel to the L -feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 23). • Mount in the lower hole for a low, more aesthetically pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the instal- lation area. Slide the remaining L -feet bolts onto the other rail, attach L -feet, and finger tighten with flange nuts. Align L -feet with mounting holes previously drilled into roof. Install lag bolts into remaining L -feet as described in "Laying out and installing L -feet" above. Torque all footing flange nuts to 30 foot-pounds. Verify that all lag bolts are securely fastened. Clip slots MounfirgslotsFooting ld Flange nut boll • f Figure 23. Leg -to -mil attachment BUTTE CouNTY BUILDING DIVISI®ty Ar"ROVE® PW 19 VMORAV Installation Manual 214 — SolarMount Code -Compliant Planning and Assembly 10 year limited Product Warranty, 5 year limited Finish Warranty UnfRac, Inc., warrants to the original purchaser ("Purchaser'l of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cradling or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product Is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warrant/ j. The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are exduded.The Finish Warranty IsVOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (wwwaamanetorg) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or Installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with UniRac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by UniRac IN WRITING, or if the Product is installed in an environment for which It was not designed. UniRac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under arty circumstances, BUTTE COUN �� '.BUILDING DIV[Slr, If within the specified Warranty periods the Product shall be reasonably proven to be defective, then UniRac shall repair or replace the defective Product, or any part thereof, in UniRac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of UniRaCs liability with respect to this limited Warranty. Under no circumstances shall UniRac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. UniRaes limited Warranty covers only its Product, and not any related Items. nV UniRac, Inc. 1411 Broadway NB 505.242.6411 20 www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax I jm� IM F SB 5000US / SB 6000US / SB 7000US . > Certified to the new 1 UL 1741/IEEE 1547. > 10 yr. standard warranty i > Highest CEC efficiency 1 in its class f > Integrated load -break rated AC and DC i disconnect switch >.Integrated fused series string combiner > Sealed electronics # r enclosure & Opticool > Comprehensive SMA communications and data collection options > Ideal.for residential or commercial applications I i > Sunny Tower compatible BUTTE COUNTY BUILDING DIVISION.- APPROING IIIIIIM.ZIIIII IIIA SMA is proud to introduce our new line of inverters updated with our latest technology and designed specifically to meet the new IEEE 1547 requirements. The SB6000U and SB7000U are also compat- ible with SMA's new Sunny Tower. Increased efficiency means better 'performance and shorter payback periods. All three models are field -configurable for positive ground systems making them O L s more versatile than ever. With over 500,000 fielded units, Sunny. Boy has become the benchmark for PV inverter performance and reliability throughout the world. Technical Data Sunny Boy 5 000 . / 6000 / 7000 SB 5000US:JE _ SB 6000US -`� SB 7000US Input Data (DC) S Output Data (AC) Efficienry Mechanical Data - Features A. { `. t g� Rill www.sma-america.com Phone 530-273-4895 Toll Free 888-4SMAUSA Max. Recommended Array Input Power SDC @STC) 6250 W 7500 W 8750 W Max. DC Voltage 600 V 600 V 600 V Peak Power Tracking Voltage 250 - 480 V 250 - 480 V 250 - 480 V' DC Max. Input Current 21 A 25A 30A DC Voltage Ripple < 5% < 5% AC Nominal Power 5000 W 6000 W 7000 W AC Maximum Out ut Power 5000 W 6000 W 7000 W AC Maximum Output Current (@ 206 240 277 V 24 A, 20.8 A, 18 A 29 A, 25 A, 21.6 A 34 A 29 A 25.3 A ACNominal Voltage /Range _ 183 - 229V@208V 211 - 264 V @ 240 V 244 - 305 V @ 277 V 183 - 229V@ 208V 211 - 264 V @ 240 V 44- 305 V @ 277 V 183 - 229V@ 208 V 211 - 264 V @ 240 V 244 - 305 V @ 277 V • ACFrequ ncY Range 60 Hz /59.3Hz-60.SHz < 5 Number of Fused String In uts 4 4 4 PV Start Voltage (adjustable) 300 V 300 V 300 V AC Nominal Power 5000 W 6000 W 7000 W AC Maximum Out ut Power 5000 W 6000 W 7000 W AC Maximum Output Current (@ 206 240 277 V 24 A, 20.8 A, 18 A 29 A, 25 A, 21.6 A 34 A 29 A 25.3 A ACNominal Voltage /Range _ 183 - 229V@208V 211 - 264 V @ 240 V 244 - 305 V @ 277 V 183 - 229V@ 208V 211 - 264 V @ 240 V 44- 305 V @ 277 V 183 - 229V@ 208 V 211 - 264 V @ 240 V 244 - 305 V @ 277 V • ACFrequ ncY Range 60 Hz /59.3Hz-60.SHz 60 Hz /59.3Hz-60.SFiz 60 Hz /59.3 Hz-60SHz Power Factor 1 1 1 Peak Inverter Efficient 96.8% 97.0 % 971 CEC weighted Efficiency 95.5 % @ 208 V 95.5 % @ 208 V 95.5 % @ 208 V Ambient tem eraturerange 95.5 % @ 240 V 95.5 % @ 240 V - 96.0 % @ 240 V Power Consum tion: standby/ nighttime 95.5 % @ 277 V 96.0 % @ 277 V 96.0 % @ 277 V Dimensions W x H x D in inches 18.4 x24.1 x95 18.4 x24.1 x 9 18.4 x24.1 x95 Weight/ Shi ping Weight 143 lbs / 154 lbs 143 lbs / 154 lbs 143 lbs / 154 lbs Ambient tem eraturerange -13 to+113 °F -13 to+113 °F -13 to+113 °F Power Consum tion: standby/ nighttime <7W/0.25W <7W/0.25W <7W/0.25W Topology PWM, true sinewove, t source PWM, true sinewove, current source PWM, true sinewove, current source Cooling Concept tion with Lreed Cornection with Convection with gulatedfancooling MountingLocationIndoor/Outdoor(NEMA3R) LCD Display Lid Color: aluminum red blue yellow !/O/_O/O •/_p/O/O 9/O/_O/_O. Communication: RS485 WirelessO./O Worron : 12 -year Compliance: IEEE -929, IEEE -1547, UL 1741, UL 1998, FCC Part 15 A & B Specifications For nominal conditions •Included O Option Not available Efficiency Cur98 ves 96 97DC c fL- -- Ury-deOVDC waw�d� 861 50 IOOOUS -� -.�,. •e - .F -IF -rte- .�-�.. 1000 7000 3000 .000 5000 a„ � (wl 6000 1000 SMA America; Inc. CUIL11 Sunmodule/ SW 155/165/175 mono Length 63.39 in (1610 mm) Width 31.89 in (810 mm) Height 1.34 in (34 mm) Frame Aluminium Weight 33 lbs (15 kg) The Sunmodule heralds an innovative new module concept from SolarWorld. The fully automated production process atthe SolarWorld factories creates a module qualitythat is consistently high, which in turn will ensure high yields for the long term. The glass is set deep into the module frame and they are firmly attached to each other by silicone that is applied with continuous precision.This guarantees exceptional rigidity forthe entire module and stops any possible loosening oftheframe as a result of strong outward forces in cases such as sliding of heavy snow. Tests carried out in accordance with IEC 61215, applying loads up to 5.4 kN/m', confirm that the module can withstand high loads such as heavy accumulations of snow and ice. The patented, flat and compact junction box provides perfect protection against corrosion, as well as a capacity to rapidly dissipate any excess heat providing lower operating temperature. The junction box is reliably connected by a solid, welded bond to guarantee lasting functionality. In addition, high-quality, robust cables with factory -equipped connectors are used.The ability to recycle the modules.and a 25 -year performance warranty are the finishing touches to this top-quality product. BUTTE COUNTY BUILDING DIVISIOK APPROVED JJ1111l� J� SOLARWORLD THE SUNPOWEREDD COMPANY' V SolarWorld. And EveryDay is a SunDay. www.solarworld-usa.com Sunmodule% SW 155/165/175 mono Performance under standard test conditions SW 155 SW 165 SW 175 Maximum power Pm,x 155 Wp 165 Wp 175 Wp Open circuit voltage V,c 43.6 V 44.0 V 44.4 V Maximum power point voltage VmPP 34.8 V 35.3 V 35.8 V Short circuit current I,c 4.90 A 5.10 A 5.30 A Maximum power point current I -PP 4.46 A 4.68 A 4.89 A Performance at 800 W/m', NOCT, AM 1.5 SW 155 SW 165 SW 175 Maximum power Pma. 110.8 Wp 118.0 Wp 125.1 Wp Open circuit voltage Vpc 39.4 V 39.8 V 40.2 V Maximum power point voltage VmPP 31.2 V 31.6 V 32.1V 1 Short circuit current I„ 4.05 A 4.22 A 4.38 A Maximum power point current ImPP 3.55 A 3.73 A 3.90 A Minor reduction in efficiency under partial load conditions at 2S"C: at 200 Wim', 95% (+/- 3%).of the STC efficiency (1000 W/m') is achieved. Component materials System integration parameters Cells per module 72 Maximum system voltage SC II 1,000 Voc Cell type monocrystalline silicon Maximum system voltage USA NEC 600 Vnc Cell dimensions 125 x 125 mm' Maximum series fuse rating ISA Thermal characteristics Additional data NOCT 46°C Power tolerance +/• 3 % TC l" 0.036 %/K Junction box IP 65 TC V,c -0.33 %/K Connector MC type 4 Front Side Rear ti o 0.35 (9) Construction 3 I o 0.16 (4) 1] Front: tempered glass 2] crystalline solar cells embedded in EVA (ethylene -vinyl -acetate) 3] Rear: Tedlar 00.3S(9) BUTTE C OU N-1. ° BUIL®ING DIVISION inches (mm) "ru' OVED IEC 61215SolarWorld AG reserves the right to makes specification changes without notice. Safety class II US F g p g ut 1703 3rd Ed. (` ` This data sheet complies with the requirements of EN 50380. - i t 0 - 0 I NOTES, 5" c4v RESIDENTIAL PERMIT NO. _Z4_7_22o_698l -,04:0934- t7Q� MARSHALL,,JAMES CAMENZINI) CT, CHICO Cont: OWNER NSF, GAPAGhs&,C(jV PORCH SPECIAL CONDITIONS CHECKED BY SRA ' FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ri USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER it - OFFICE.,C00Y. Address GAS r By Mete Datj E E LECTRI� Meter By. D -JOB'FINALED (Date) Signature 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.netWds 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 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor. OWNER43UILDER 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 to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such 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 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 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.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: v `� Owner: 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. ❑ 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: Policy 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: 712/-,/d `l 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. PERMIT NO. BP040934 Issued Date: 07/20/2004 APN: 047-220-098-000 Site Address: Map Index: Description: NSF(2554) GARAGE(840) COV.PORCH(587) Owner: JAMES MARSHALL 2423 CEANOTHUS CHICO 95926 (530) 332-9695 Applicant: JAMES MARSHALL Contractor:. a License #: Architect: PEITZ, GREGORY ARTHUR Engineer: Total Square Ft: 3981 S. F. Valuation: $195,562.00 Census Code: ,3g5s`73 ?4 CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Colin ?nruor I hereby affirm that there is a construction lending agency for the Resolutio to do work indicat a v/e/for which fees have been paid. r% �1 performance of the work for which this permit is issued (Sec 3097 Civ, Date: By I //�G Name: _ _ — Address: I PERMIT EXPIRES ON: �� oS (Date ❑ I 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 8 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 form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: S S. i AARSUA. :Z Signature: Date: :7/10/" /Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor J=OK 0 = Not OK - = ot Ry bte . =NNot Ready DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Elec.; Receptacles and Lighting, Distance-GFI 1. Zoning Requirements-Setbacks-Easements 6. 2. Soils; Special MH Support Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3. Sewer; Location-Test-Fall-C/O-Concrete 9. 4. Water; Location-Test-Easement Needed (Sketch) Plumb.; Cir. Test -Water Supply Test 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete 12. 6. Gas; Location-Test-Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements-Setbacks-Easements Card B-1 Date Card B-1 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- Regu lator-Conhector 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 3. 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance-GFI 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 6. 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 9. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Plumb.; Cir. Test -Water Supply Test 6. Carports; Windows -Doors 12. 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 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s $,/FX, Main; Soils-Elec. Grnd.-/( � /" Ftg. Depth Garage; Soils-Steel-Elec. rnd.-/ /" Ftg. Depth t , Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Oemwalls, Main; Steel- Bloc kouts-Wrapped 62T Ho Downs and Special Anchors 5,011tiU-Y lad, Steel -Wrapped 6rP' s Fireplace Ftg.-Steel VoOOID.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test -14, UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test -j&11. Y Pipe; Test -Anchors -Regulator -Service Test 1 . Electric Underground Plenums & Ducts; Clearance -Material -Support -Ins. 4.4: -Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Access & Ventilation �6- Insulation Date , Card B-1 Date Card B-1 Date Card 1 Date Card B-1 Date PLU NG (Permit) OK except #'s 1 ter Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection Pan; Test, First Floor -Tub Access 44—jpjq Tub & Shower, Second Floor -Tub Access 2 Gas Pipe; Sixe & Anchors Fire Sprinkler; Test "{i. ,- Date( (4iOCardB-1kLlDate Card B-1 �K Date Car -1 Date Card B-1 Date ELE R AL (Permit) OK except #'s iIttur '& Transformer Clearance -Ins. Protection i` . . E Receptacles Spacing -Lights & Switches at Doors 2 Boxes & No. of Conductors Stapled o z Installed Close to Edge of Studs & C.J. Se uip. Ground made up w/Mech Fasteners -Bond Gas & Water . 2 firl5pliance Circuits in Kitchen & Conductor Size GFI eed Wire Size/ /ga. Cu o A.C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or A -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes ❑ No rvice-Riser Conductors & Ground Main Disconnect . E ui . Clearances Panels-Motors-Mech. Equip. , 4._C es Closet Light -Shower Light -Spa Light Smoke Detector Date ( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except #'s i�1 Q A. . Ducts Insulation & Support 1 L . V Fan, Exhaust above insulation C n ensate Drain & Overflow, Size & Grade F mace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4 Attic Access & Platform if Furnace in Attic Date 17,( and B-1 Date Card B-1 Date Card B-1 Date Card B-1 . Date FRAMJNG (Permit) OK except #'s 44,"siy6roper Materials & Anchors r• lls Studs -Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) ri1 Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs : 4 A eaders & Beams -Size & Bearing �t°• .. ,,. ,�....._ , .__�:.sr.._.-..'i ,....,:�;.is _ �.-.� �'iw "" , �': s:._ ,pin` Yt.. Date " . Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. .149. 5 f,4place Ties or Type A Flue -Fireplace Throat Clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 Windows or Exiting Doors -Sill Ht. & Dimensions Garage -Fire Protection Framing -RC Channel M. /r'operty Line Firewall & Openings . Ext. Doors One 3' -Check Garage 3rd Story, 2 Exits ts.Aairs; Width -Headroom -Rise -Run -Landing -Fire Protection P49wood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 58- _,,tGcco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area Glass Protection -Skylights -Plastic AA ,pi}%V ShKwalls; Nailing -Bolts 61. Vace Interior/Exterior Wall Panels ..02' Insulation-Wa Is -Ceilings 63. Infiltrati a s -Windows Date Card B-1 Date Card B-1 Date 11t, &gy &0yCard B Date Card B-1 Date INA Plans) OK except #'s . Steps -Door & Sidelight Protection -Landings 68/Eu5a Vents -clearance -Comb, Air-Connector- arage; Above Floor-Ducts-Mech. Protection 613! ..I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels -'@- Stair Rails '71: F' place or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. a t. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance CV�Elec. Outlets & Receptacles at Kit. Counter W.&. -Garage Fire Door; Swing -Landing -Closure a8-- Duct in Garaae-DamDer v jaoarage; Above Floor-Mech. Protection PI ., lec. & Mech. Equip. Listed for Location 7 . Receptacles in Garage (F.F.I.)-Romex Protection 89P.11 in Attic b+ -Guard Rails & Deck Construction -Post Caps 8R- Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83- Following Instld./Drive O Yes ❑ No/Walks O Yes O No/Planters O Yes O No `64 ucco Brown -Finish A. . Unit Disconnect, Electrical -Plumbing wo�hts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ter Well, Disconnect, Electrical, Plumbing (8/toerior Elec. Trim, G.F.I. Receptacle -Underground V tilation Throughout House Gass Protection erections from Previous Inspections Ga/s Test -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates 164fAddress Posted _ Fire Sprinkler Dat_ Card B-1 Date Card B-1 Dat 4r Card B-1 jZ�jkj v Date Card B=1 - Date Card B-1 Date Card B-1 Comments at Final: INSULATION CERTIFICATEJob Number:::: 584: JAMES:MARSHALL::::::::::::::::: 14G3QCAMENZINDCT.CHICO::::::::::::::::: ..........................................................................................................................................................•......................................................... Contractor/Owner Name Job Address (street, city, state) ......................................................... ................................................................................. B. TTE:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION i ZIT/Ta 3. EXTERIOR WALL ........................................................................ Frame Type:' A. Cavity Insulation ........................................................................ Material: .......................... Thickness (inches)::::::::':`::::'::::3::1/2::::::::::::€€€ B. Exterior Foam Sheathing ........................................................................ Material: Fiberglass[ .............................. Thickness (orches)::` :::::::::::::::::::::::............::::::::::: 4. RAISED FLOOR ........................................................................ Material........................................................................ Thickness)inches : ( 5. SLAB FLOOR/PERIMETER ........................................................................ M ri ate al.: Thickness(inches): c es ........................................................ Perimeter Insulation Depth Inches: :::::::::::::::::::: 6. FOUNDATION WALL M ri ate ` ................................................................. Thickness inches): 's Brand Name: JolnsManvilte%Knaufill Thermal Resistance -Value (R ) .........................13......................... ....................................................... Brand Name: JgbnsManviltelKnauf Thermal Resistance(R-Value):::::::::::.-:::.:...:::..........6....................... Brand ....................................................... Thermal Resistance (R-Value):s Brand Name: Thermal Resistance -Value): BrandName:......................:......................... Thermal Resistancestance - 'Value :' DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicabl :::2::. . :&.3........... ..................................................................................................................... Item Number's Sigfature And Date / Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner ..... ...................... :................................................................................. ............................................................................................................. Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner 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.netldds PERMIT NO. BP040934 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: 07/20/2004 APN: 047-220-098-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: Date: Contractor. Map Index: Description: NSF(2554) GARAGE(840) COV.PORCH (587 ) OWNER-BUILDERDECLARATION I hereby affirm under penaltyenaftyoffperjury 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: JAMES MARSHALL to its issuance, also requires the applicant for such permit to file a 2423 CEANOTHUS signed statement that he or she is licensed pursuant to the provisions of 95926 the Contractor's State License Law (Chapter 9 commencing with Section CHICO 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 (530) 332-9695 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: JAMES MARSHALL 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, provided that such improvements are not intended or offered for 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.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: o V Owner: License #: 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 Architect: PEITZ, GREGORY ARTHUR is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: 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: Carver: Total Square Ft: 3981 S.F. Policy#: Valuation: $19.5,562.00 I certify that in the performance of the work for which this permit is Census Code: issued, 1 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: -712-1,-f 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 n compensation, damages as provided for in Section 3706 of the Labor �� �. code, interest, and attorney's fees. X39 �Q 3 !�l a° 9 �P��P • � CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County CodR a„nrtlor 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.) Resolutio to do work indicat a ve for which fees have been paid. �1 /� r) 'n ( -(J Name: By /�f�// _lo �:GLL�ILi Date: /�` �1� PERMIT EXPIRES ON: r? -02 V -6S 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. 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 form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: S— S S . AAAe--,a,4L-/ Signature: 9iy-2� Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor or BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 k� n47 -29n _ /�45? PERMIT NO. 0q- 09<3q _urn B. C. Building Permit 0143-04 pg 2 NEAREST CROSS STREET: TRACT/LOT#: I-A6zA IN Aro SITE ADDRESS:3Q )'973-:30 CITY, ZIP: '' h C.F+f Ld OWNER NAME:� PHONE: JAanE S 636-3.30,- STREETADDRESS: FAX u CITY, ZIP: CNrCo E-MAIL: -: /u2.@ TPS ,JIE — APPLICANT NAME: PHONE: STREET ADDRESS: FAX CITY, ZIP: E -MAIL - CONTRACTOR NAME: PHONE: STREET ADDRESS: G FAX CITY. ZIP: E-MAIL: LICENSE NUMBER LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: S N,5:7 ( 9 .383 Rio �a m� FAX CITY, ZIP: co 9SY.2b LICENSE NUMBERE-MAIL• DESCRIPTION OR SCOPE OF WORK: (255 q 66 ral 2c � 14 ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) 10SPLA EXPIRATION O 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: SENT To 50l. SRA 152.98 413-�0¢ S HEJ2 3 X00. " 10 311�s'1 Application Received by: Date: Receipt number: 29 N `__� Amount Received: ✓2� 3q S' 573 5 1 2.48 B. C. Building Permit 0143-04 pg 2 +.'.. _. �- - ,�:•.'r��J' "'moi.-`. •...r-.x�.T7h��T*:'jlT�+Y'� i 1�-.�'i+j����ii'+'"r�'htrfs`�►+S�•^-�Y•�i-...'.�y..'''Iii•�.•++i^'"�"f--1i"��t""moi`: iti'/*i:--.:�r�,', � - . -T COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:' r I I G� r r VL� ASSESSOR PARCEL NUMB Proposed Building Use: 'v J ✓ v b Counter Technician: I Date: r Items required in order to apply f r a permit. All boxes MUST be checked OR marked NA in order fo apply. A. 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. i 6. Energy compliance design and supporting documentation in duplicate. .. t° ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. j ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in du licate. ❑ 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 f ❑ 14. Hazardous Material Form 4 L 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 Forestry plan approval ❑ paid. Sent by: ............. -aw 24. Planning approval (A) Use:DK(B)Parking: (C) Parcel Check:-2sJ-0y 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.......................................L. 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization.................................................................... ZK1 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. Title/ fatement of Facts Letter from'Legal Owner, ❑ Check to H.C.D. $ 38. Other: 39. Other: _ When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. i Applicant:% Date: �D Al- S-0`/ 1. Index permit ap ication for the above items numbered: Plan Check Letter 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, 0 counter, by Date: Plans reviewed by: Date: Plans approved by: 4 in Date Structural reviewed Date: Strudtural approved by: _Date: Note transfer by: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCH EDULE OF RECEIPT OF FEES OWNER Y �/V �� '-� y S� 1) a" S PROPROSED BUILDING USE V"I'. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEESL- aid at School District Office) (form available abler Plan Check) 3. SHERIFF FEES (paid at Building Division)—Oo Residential:........... X $360.00 =$ Units Commercial (sq. ftg.)..... 3q.rig. 4. URBAN AREA FEES X $0.03 = $ Dq -?- Z� - C)qb A.P. # DATE —� �" D y RECEIPT # DATE REC. (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. 3q5573 Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. � 5. RECREATION DISTRICT FEES _ �_ IBj� J 1 41-040 (paid at Recreation Distract Office) (form available after Plan Check) &1,g*1+D &W 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE aid at Buildin Division) 152.9 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. Ftg. 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 plan checking process. APPLICANT DATE - - t -L Pursuant to Government Code Section 66020, you are hereby notilied 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) O.B.- I OWNER -BUILDER VERI.FICA'I ON 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. Personally plan to provide the major labor and materials for construction of them osed r oPerty improvement: YF� NO o D2 P P HAVE NOT 0 signed application gn an app anion for a building permit for the proposed work. 3. I have contracted with the following pe NAhIE• rson (firm) to provide the proposed construction: ADDRESS: CITY: PHONE: C`ONTRACTOR'S LICENSE NO. . 4. I plan to provide portions of this world but I have hired the following person to coordinate supervise, and provide the major work - 31 NARK: ADDRESS: CrrY PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: V U ,t _ _ a ,,.q / /1 NOTE; This Owner Builder yin it required by Section 19831 and 19832 of the Pied ato and Safety Codes Thrs ver fC n must be completed and ar ,ice before we are perrniffed to issue the permit OVER OWNER BUDDER INFORMATION Dear Property Owner. An application for a budding permit has been submitted in your name listing youuself as the, builder of property improvements specified. For your protection, you should be aware that as "owner -budder" you are the respoamible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally pm mmiug their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if Scat person applies for the proper permit in his or her name. Conhactors are required by law to be licensed and bonded by the 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 word with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than yon immediate family, and the work (mclndmg materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subconh actors; then you may be an employer. If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations inchzding state and federal income tax withholding, federal social security taxes, wormers compensation insurance, disability insm m= costs, and unemployment compensation contrrbuh'ons. ♦ There may be financial risks Sar you if you do not cavy out: these obligations, and these risks are especially serious with respect to work's compensation insmanm ♦ For more specific infomatim about your obligations under Federal Law, contract the Iteral R,evenne Service (and, ifyon wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, coact the Department of Benefit Payments and the Division of Industrial Accidents. If the &acft= is intended for 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 contactors is to secure an "owner budder" building pe rmik en o w'WY implying that the property owner is providing his or her own labor and material personally. Budding permits are not required to be signed by property owners unless they are performing their own work personally. In cm abmt licensed caul actors may be obtained by ca ahwt3ng the Contactors State License Board in your commomity or at 1020 N Shut, Sacramemto, CA. 95914. Please complete tine "Owner Builder Verification" on the reverse side of tris form so that we can confam that you are aware of these matters. The building permit will not be issued until the verification is returned. 13'. /vs��� N M 1 C. V' na, C.B.O. Building Inspection NOTE: T his Owe— Bur7der Dtfa r mfion is regrdred by Sec don 19830 of &e Caifornk Health and Safety Code RECORDING REQUESTED BY Bidwell Title & Escrow -Company AND WHEN RECORDED MAIL ,Tn Name JCIM�� S. • C_t�i"l�l l street ZunL3 CPCQYIO}h n Address &1(co ,ice, g5G2141 City, State ZAP Order No. 00214122-002 x004-00 1 1 x'39 Recorded Official Records County Of CANDACEE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:051M 04 -Mar -2004 I REC FEE 10.00 TAX 191.40 i I I I Jason I Page 1 of 2 (� , n �T SPACE ABOVE THIS LINE FOR RECORDER'S USE PlaarrcelNo. 047-228-098 GRANT DEED THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY S L The Undersigned Grantor(s) Declare(s) Documentary Transfer Tax is $191. 4 0 ❑ City/Town of 0 computed on full value of interest or property conveyed, or --- -----O-Unincorporated_Area_..___ _....__ ._.._.___._ . ___ ___ _ ____ _ _______ _ _ _ _ . _ _.-........._ __ _ fi 11_value less value of liens or encumbrances remaining at the time of sale ❑ Monument Fee of $10.00 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Joseph P. Stuart hereby GRANT(s) to James S. Marshall, a married man, as his sole and separate property the following real property in the ❑ City of 0 .Unincorporated Area County of Butte, State of California: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF Document Date: March 2, 2004 State of California County of )k-- - } SS. On r— , before me, the undersigned, a Notary Public in and for said County and State, personally appeared Joseph P Stuart Personally known to me (or proved to me on the basis of satisfactory FOR NOTARY SEAL OR STAMP evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their au t riz d capacity(ies), and that by his/her/their signatur ins ment the person(s), or the entity upon behalf of w c e so, (s) acted, executed the instrument. C. LEACH WITNESS h fficial'seal. PN COMM. # 1274280 D NOTARY COUNTY OF BUTTE In W Signature l Comm. Expires Aug. 18, 2004 MAIL TAX STATEMENTS TO: Same as Above BTEC/GRANTDEED EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: Order No. 00214122-002 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 7, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 65. AP NO. 047-220-098 PARCEL II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE NORTH 60 FEET OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M. PARCEL III: A 60 FOOT RIGHT OF WAY AND PUBLIC UTILITY EASEMENT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE_ OF CALIFORNIA, ON NOVEMBER 3,1980, IN BOOK 79 OF MAPS, AT PAGE(S) 65. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement !LESS THAN 1 ACRE1 Project Title: MArZ-c,9A-.;— nH7-2.2O-090 Oy-c�93� By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution .Prevention Plan (SWPPP), and a. check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed:,.-8>v�,"-e9 Title: Date: -5- --o 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.net\dds PERMIT NO. 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 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: 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 to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such 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 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.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O I am Exempt under Article 3 of the Business and Professions Code , Date: �'S"'V � Owner: ^fl`� 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. ❑ 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: Policy #: 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: 4 .s --e> `/ Applicant: a 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 i 0 compensation, damages as provided for in Section 3706 of the Labor -512A S code, interest, and attorney's fees. Pd- r 315573 4 z M - CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: PERMIT EXPIRES ON: Date Address: ❑ 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 form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: A/yt� S -5 _f0%� AA4,1L3/1A.� LSignature: //c....zs. Date: RoDwner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District (0T) )41 E�Or� Building Department NO. Al 'Z;�() . = city County A.P. Number 1? Jurisdiction: Property Owner All Property Location/Address Subdivision Lot No. ............................................................... ...................................... 2 Residential.Development SCI Footage � No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) ............................................................................................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial / . Now, Addition Department District Identification No. 6LS ) School District certifies that Sq. Footage (including Exterior Roofed Areas) Date (Applicant) S-32-- (rl (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing square feet. School District Representative , (State) (Zip Code)' '6171 by payment of $ 1" 2926 HFULL 110117111GATION -2A, A-1 Date Paid by Check # Remarks: Notice: You may Protest the Imposklon of the fen Wentifled above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), wftNn 90 days from the date fen are pall. Failure to submit a timely when protest vAn,pmhfl* you from challenging the Imposition of to fees In any court action. K subsequent to the School District Representative signing Oft Suite County Schools I Fee CsrtIficA1oc�Foh% the School n' W Is -ntlfls by the applicable Local Planning Agency that this project . tisbaing Wow- under the Callkwe. Emriioiwinsntel Quality Act (CECft this project may be subject to additional school fen to fully mitigate. he Impact on the school Ostrkft scivook. White (applicant), Yellow (building department), -Pink (school district.) feeform.x1s; (10/03)dmrn M r.: .... . _ i y ^ � �•"� �..T J _ "`'Nvryi`'1 _Yti i,N...Fi'.- .. .. 7 (.....�.. •^ . i .,. ./ -^Ir.*..tr.'N..-.,.,,,�if..r•��''YrM'Nr:�, `>..-.i,•�,.-ri,{1,,,,rywl` 'tiro.-r�'`7 t.�..�'�'tr+K.r.'R•�ra[ Y^'rivq„.r+ .'r✓”` "'1va BUTTE COUNTY PARKS DEVELOPMENT FSS CERTIFICATIOW FORN CHICO AREA RECREATION AND PARR,.DISTRICT Assessor Parcel Number(s) V V 0• Oct? ProJ perty Owner AMES A)25H,4-L-1— Project -1...Project Location/Address Csi M E (J Z 1 na D CT . Subdivision Lot:Number(s) Residential Development: (check one) ✓ New Development Alteration/Addition Mobilehome(s) Total Number of Dwelling Units Comment: _Non -Residential to Residential Bu i d`ng Depa ment Representative Date �>k.��**���*,������r*��>k������r��r�r•x>k*,r�>k*�*�r*,r�,��rw���r��*��r*����r,r�r���r�r��r**>k�rx>k*� Chico Area Recreation and Park District(CARD) certifies that 'S,�Auaars.. (Applicant Name)'. (Phone Number) (Street Address.) (City) ;� .�(State)� (Zip'Code) has complied.with the requirements of Butte Co. Resolution No. 90-1440 by payment for -dwelling units @ $1,189 for total payment of $ CARD Representative Date PAID BY CHECK+ NO. REMARKS: BANK NO.— -1 u - PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) 04/13/04 #1018 2:2)2FH '-,NOTAL $1189.00 Yellow --Butte Co. Building Dept. Goldenrod -=City of Chico Building Dept. COPY of Document Recorded V� 14 -Apr -2004 2004-0021350 AND WHEN RECORDED MAIL TO: U Has not been compared with original BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE BUTTE COUNTY RECORDER OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded 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 fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PAZC -k. 7+ AS S90W*0 GJ i+lAT CE�TAi P-� ?AC—CZA AkAP �'.ccYr `� +-nf ay774E bFFr4� O G T41ir r— C'. CO U.isPl% O('- '� F� SiAtEUr'Ci��+ros=t�+�1iO3 IJCVFinbt 2..3� 090, /A-') (mak dtAa�ps, AT-9AGE (� a>u. 0j/7;E-220 -018 PA2cEJ- o: SES pc,El; Mme. �cer�l bo r' T Or- SEGriou t Tvw !! 21lor�7 o,c c..9AY Ae R.oAD �+ao A«3tiG utiP-+7i1 �l'1� 9 � SNr� Q 3 ,X; 27741 f -A i "e4S-t; M r P], 13 . s AA A &,cF�rrr :. A b6 ,=ov7 RlG..t- vF WAY A.,.50 4utj1,1 C VTl/.iT`i e`AXMe.L17 RS Showa 6,.3 it44-+ Er2TA+w5 PARCEL nAA?, 2ECOMCP P.N •TPEF �Fj: cak 74e rZZ.:&-DFS 0r —(MC CoFI+Faa,afAlbrO A7C0CMae2 3 P980.IN Wt4C 70, o1!;r,1AA S,A- R466 65' , P�PT„vh T, IF 7zoAx Fjl.tTi1F7 ?b�?loi�Jl�rA7(� c�rN++J riles G-- '05 09 Pva.r_e�- 1" DE6c;Z LZCD Hip^-:,•�, Sate PROPERTY OWNERS: Y State of California ) County of 3--r� r ) personally appeared ")A {T'IP'S . s. ryut rLoa l l personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(#) whose namedg) subscribed to the within instrument and acknowledged to me thatkA!'e')'6*0/0 t executed the same in&W/ttit, authorized capacity(, and that b his /signature6) on the instrument, the person(o or the entity upon behalf of which the person(Q) acted, execu ed the instrument. WITNESS my hand and official seal. Signature Seal: JESSICA C: DAVIS - COMM. / t40756 BUTTE COUNTY A.P. #O•N ,7_2Zt7-6 Comm. Exp. OCT. 11 2007 s tf 'July 14,x'2004 County of Butte- FINAL REVIEW Jurisdiction Application No.: 04-0934 i LP2A Job No. 2040015-051 Mr. Michael Vieira, CBO County of Butte 7 County Center Drive Oroville; CA 95965-3397 - r , Re: Plan Review: Marshall SFD r Address: Camenzind Court j S , Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: ' 1. Plans: Two (2) copies Plan Sheets 1 through 5 Title/Cover Sheet dated February 04, 2004 by . Gregory Peitz, AIA. 2. Structural Calculations: Two (2) copies not dated by Gregory Peitz, AIA. Two (2) copies of i supplemental calculation (Truss B2 posts and footings) undated �by. Gregory Peitz, AIA.- it 13. Title 24 Energy Compliance Documentation: Two (2) copies dated 'July 10, 2003 by Gregory. Peitz. �4. Prefabricated Roof Truss Calculations: Two (2) copies dated -January 26, 2004 by Longfellow Lumber. Two (2) copies of revised calculation for Truss B2 dated 7-8-04 by Longfellow Lumber, I rec'd via fax on 7-9-04. • The 2001 California Building, Mechanical, Electrical, Plumbing and Energy Codes (i.e., 1997 UBC, 2000 UMC, 2000 UPC, and 1999 NEC as amended by the State of California),were used as the basis of our r review: We have no further comments. i I !'Enclosed, please find the above -noted documents bearing LP2A approval stamps on the appropriate sheets. .Please do not hesitate to contact us with any further questions. Sincerely, f'LINHART PE ER EN POWERS ASSOCIATES 4C.B.Bil g r , S. sSt ctrural Engi eer, a Examiner ' PK:ag • Bin 35 Enclosures: i Cc: Alice Mefford: amefford@buttecounty.net 'f ;c t fAbutte county 015\butte county 2004\2040015-051=pcf.doc i2LINHART PETERSEN POWERS ASSOCIATES, 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 0 FAX (916) 725-8242 • Toll Free (877) 235-0653 E.H. USE ONLY Plot Plan Anaclfad e May Pian AMesRad Sent to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Garver L.o-� 7 Co-�7,,hd C --f. 7-- 2,ia--0Cloo Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well x Clearance for _fig. Other3 ldr,-1'1 X0,V7e. Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 6-z6-02—, Date E 1316.3' S W #? Camenzind Ct 1"=250' Camenzind Ct.l I I I I I 1311.0' I I I I� X250'-0" 255'-2" septic pitso 300'-11" 250.05' 70'-7" — - -I to 1001-s" well 100' rado ' 250.03' I i I I 100'-0"E 66'-2" to under ground power I 1250.00' I I A 1" 1250. 00' O r'! I I I I I i I I 1310.07' I i I I Environmental -Health I I i I J U N 19 2002 I I r.h°co, California I I I I I I I I I I I I I I I. r 2% Baths` .3 Bedrooms Total L mng Area:...... 2,899 sq. R. R Main Level ...................2,899 sq. ft. Exterior Walls:.............:.:................2x4 Width....................:........................69'1.1" Depth.........................:..:..................8:V6-- Foundation Options: Basement, Crawlspace, Slab BLUEPRINT PRICE CODE:.............6VrOr. ti The large lanai at the rear is integral to this home and increases interaction with the outdoors. We opened the home to the rear view with arched windows and 10 -foot ceilinaq ThP study can ��r For ordering info matioli. ,ontnental Health �N 1 9 2002 rico, Califomia 148 DESIGNERS SHOWCASE .TUNE/JULY 2001 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2004-002 1 350 - Recorded OfficialRecords Count BUTTf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:28PM 14 -Apr -2004 REC FEE 7.00 CONFORM 1.00 Kathy Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded 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 fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Aza j-- r. PAZU f. 7, AS SgOwk-� OJ 1aT CE=rAi n3 P Axcz-k MAP,, R EWAOE 0 — 7wf- arFf<f O r- 7r!£ QEr-OR4e t of COuhxr/ OI` &XrrTF, Sr"Are Or' COW -1 F91N' 41 0^> l�GvEn�[ L 3, 090, / n9 &Dk- 7-? OF AA AQ 5, A, PA (oE b6-, q P ,00, 0N7-23-0 -o 98 p ce.LI10�'^��`! �� V --^b OL�C urrI �TY1 Uu sES ovE p- TI+E. A>acr ! (moo FEET OF SECr/C)- lq'rowx> SNig 23 oopT?4, �Aw6E : `As t; na,Di 13 - SAA, A 1,e,/=001 R.iL'cT pr LOA Y A��D pu$J.I C 11Tl/.�TY CASEMENT RS SNuw.0 o,.� —,44-Y ¢.�2TA1,J PARLEL.KAP, tOPDED iN> 77E� UFFicc 6,c 7'4e Rzecr-DE ©r Pv Cour-ry 6FQ✓>tciSTa7ZtY'LAIrFueNIA'dO JQuEM$C1L 311980.IN Wt*- TQ pFMRPS, ArD�9GE6S, E U- to TrrC -koAK Fv.1Ti1R7 ����oa"Ir.)& L- -N 0 rd'r �a05 e> X-' PAQC.E1- l! DESc.2ci3EO Hf�z/^, bate M_4a :,2,n6q PROPERTY OWNERS: State of California County of 23--rTL On before personally appeared sy mm - &t M6j Lshm l I personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(4j whose name(g)(61oksubscribed to the within instrument and acknowledged to me that(R*a/tom executed the same in&W/Beit, authorized capacity( d, and that byhis / Ibsignature( on the instrument, the person( or the entity upon behalf of which the person(4) acted, execu ed the instrument. WITNESS my hand and official seal. Signature 4A Seal: A.P. #Q `i 71-22(=, -6 98 001 A C. DAMS COMM. 81444708 NOTARY PUKIC. caUFOaMu► BUTTE COUNTY C, F"-,omm. Exp. OCT. 11 2007 c ►�� I �I��►i `� �� ��� � �I�� � iii i�� ►�► 1. S=. �v tsl psi atriGiv luji v 0 I MUR A 33MW43 1 '(9b'toa99 1 1102)010 YRAM{320A vritstl I tarattiuA t io 19prq I MS-toA-#1 MA6S:zo 1, A•s� � A.•1.1.s41..JG.Jae�.✓�.e�+.o�Je►�.Ij .�f".f'V'r0"'•�•-fir �..••;.r,;i^i✓'4r"5^`d11^l•;.'RF`•i"«" O utte County Department of Development Services ANNE CHRISTOPHER, DIRECTOR LP2A o�UTTFo 0 0 0 0 c'm UN Scott Rutherford (530) 538-7160 srutherford(cDbuttecountv.net Plans Transmittal For Review Per Contract .5/24/2004 Applicant: Marshall, James Permit 04-0934 Project Type: NSF/Gars a/Cov.Porch APN: 047-220-098 100% 70% Plan Check Fees $ 17298.30 $ 908.81 $ 1,298.30 $ 908.81 LP2A Fee $ 908.81 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 7 County Center Drive C,r) Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile O TO: ' FROM: 1 SUBJECT: O � DATE: LP2A o�UTTFo 0 0 0 0 c'm UN Scott Rutherford (530) 538-7160 srutherford(cDbuttecountv.net Plans Transmittal For Review Per Contract .5/24/2004 Applicant: Marshall, James Permit 04-0934 Project Type: NSF/Gars a/Cov.Porch APN: 047-220-098 100% 70% Plan Check Fees $ 17298.30 $ 908.81 $ 1,298.30 $ 908.81 LP2A Fee $ 908.81 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other CDF FIRE SAFE REQUIREMENTS L/7_ 2-20 -Yf D 4o�'3SG J�� AP# PEIMT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X) 1. Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot I setback for buildings and accessory buildings from all, property lines and/or the center of the road. [) 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. [� 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 47- 1-1-0 9� o coq 3 C/ AP# PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet:. - Class A or B roof and Enclosed Eaves NAME [ ] If Building Setback is Less Than 15 Feet- Class A. or. B Roof with Enclosed • Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date 1/11 oplor Signature Page 3 of 3 M r l r CAMENZIND COURT ` ' O 6 PROP05ED I ` SEPTIC ZAREA s PROPOSED WELL t I I PROPOSED \ t GONG. 5EPTIG TANK I 1 DRIVEWAY SGALE:1 "=40'_0,. ; PROPOSED + RESIDENCE t ' E.H. USE ONLY Piot ilea Attached It PP 1!K Floor Plan Attached 7 'Seen to TBuilding Department FROM: Environmental Health SUBJECT: Sanitation Clearance «�a� Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance foraW dwelling. Other old -fin for clearance O.K. for: d Environmen 8/96 a 04FMF ow Ith Specialist Date IN.TER-DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: Z- 1D -S RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: /'la vSJ4 // SEPTIC: 9 WELL: X AP#: 4-7--02,0-0'i,?-ADDRESS/LOCATION: Go � 7 �_,�,-,e,� 2 ,-, �✓ Comments: GL/memos/releasehold 1 • 1 t t - .�- -- - ._-- F .......__. p ---s` ..-,--•...—-....w.---,-rr-, � _. .` _ � �:.. _ _ _ ... � z. ' _- _ - � _.-..`�,—.....--. �--..-_ �,.-t� �..., .yam--, 1549' / • GAMENZIND COURT I"=150'-0" a GREGORY A. PEITZ SITE PLAN ARCHITECT for. 3a3HI" Ave. Ccmw.CA. 95926 (130)694.5119 \ "JAMES MARSHALL _ h r CAMENZIND COURT, BUTTE COUNTY Lo ENVIRONMENTAL HEALTH i5� MAR 0 8 2004 J • o q- oj ,i c�IiICO, CALIFORNIA • ! ,�. c. ;rev t71 C .:./ ! • ` i• \ ..~ - r 1 Cn PROPOSED ' SEPTIC AREA PROPOSED I WELL I • . r t ' , �• PROPOSED . Y SEPTIC, TANK I F . \ Q GONG. DRIVEWAY APPROVED ° Butte County &WronmentW tte&'* 5GALE:1 =40'-0.11 ' VaM PROPOSED ' RESIDENCE S E PLAN REVIEW APPLICATION Date: - 9'0 Lf AP# 1��f 7 a 0-0 Permit Number (if applicable) ' T� Bin Number A APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 24 23 r-59ArJ 074-4 L) 5 A V'1 Telephone No.: X32-- R Lo 9 S Situs Address: Proposed Use: Res' ential ff"New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer , ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Oth51"Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel [a11 gricultural Buffer Form DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Applicable ❑ N/A ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 15 Site Plan Stamped Approved By Date Page 1 of 5 A ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: .,-A ❑ 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) • Flood Zone: • Flood Panel No.: 63 O IndexDate: ❑ 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) ❑ Chapman/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. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Jr O C—L Side Side Street Rear 2 Gj Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 f.; Applicable Development Fees: Standard Fees Amount • Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ------------------------------------------------------------------------=----------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) e Check with school district to verify actual fee if pre -application review. A final determination win 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 Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: )1 3 0) Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: -79 Date of Approval: Page: 410 `SI Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached H None ❑ 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 PI& 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 maybe 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 road maintenance, and stop sign maintenance. Page 4 of 5 . /7W-7&.,�2F-.,P74POO' o3U7- 4era:VW1, A -14:P47- 404e` AW! Z- AV147:4-11AI /5a' A;M4,OAeY I-21'eY W,.-erZZ STE GE AV7--.�,;7, Raz 5 V wA ,-" AOO �p C 40,09 ACS ,.. F A F of il C-4 �l,FL 7, /01� ZtAtw eA w WELL 9 a, N x �: f 5jE 8 4�D/1f �4• BUTTE COUNTY EN IIRONMENTAL HEAL h MAR 0 8 2904 C!`,IICO, CALIFORNIA AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 535-7601 Name: 5 HAS S S Niw? IgA 12 Phone: 4 9< Mailing Address: _)co 7, E -Mail address ^TA .2- P :: !!S ^-)F, Assessor's Parcel Number n-17 Reason you believe you qualify for the unusual circumstances exception: Owner or Afathorized Agent's signature g_6e/ Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this'form Refer to the Site Plan Submittal handout for specific requirements ...................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING ........................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submiff2l ) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Buildln ❑ Exception Recommended Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Lt la,.d �- WL.&'A L.c1 � "s l Ice �e sJc- 4 1Lkv,� a(' s &LJ_ Agricultural Department Signature:Date: 63 zt o 'MeV1103 !' CAM ENZIND COURT 4 } i°eia intn�� GREGORY A. PEITZ SITE PLAN t ARCHITECT for.JAMES MARSHALL 387 Rio Undo Ave. CWoo, CA 93926 (370) 8943719 CAMENZIND COURT, BUTTE COUNTY ENVIRONMENTAL HtALTH MAR 0 2004 9 CHIC®I�CALIFORNIA PROP65ED SEPTIC.AREA l )POSED C TANK BUI Doty, Tentative Parcel Map, 10 parcels, one mile plus east of MIE:rj_dian Road and north of Keefer Road. North Chico. Assessor's Parcel number: 47-22-09 uk TEng-ineer - Ron Graves & Associates Planning Departiaent conditions are- 0� - at 40 acres :U -i size in order to U - 1. All. parcels imist be least con -f. or -m to the zoning.. CD 1-7 2 Cfirc-t.ilation to be provided from the access ease,--_-..fI- shown on the traps bet�ween Parcels 3 and 4 north to Rock Creek Road. Health Department conditions are, - Provide a 100 ft. leachfield free area around a:,n-y existing - , .. -wells either within the property or within 100 ft. of the property boundaries. Show a 50 ft. leachfield setback from the drainage ways. Prior to recording the final nap, provide satisfactory evidence C� that all lots within -the subdivision are suitable for the installation of seepage pits. Combine with an adjacent parcel any parcel that does not contain the required useabli.�:sewage disposal area, Meet the requirements of the California State Regional Water Qcia_lity Control Board. Destroy under permit the abandoned water well on the property. Provide -verification that the proposed seepage pit depths are 10 ft. or more above ground water elevation. Public Works conditions are: Ver--.fy legal access .lee, 'I d � 1,8 xerad- Prov-.1de two-way traversable access RS -8-U)-.! to each parcel from a. co-mrity nua"Intained road or state highway. /V . A Ieeje� Gib" j k 12. SI.ow 50 ft. build nn ssetback line measured frim, cent-.erline C> of access easement. See page for -CBinder of conditions Bill Doty; co.nt'd. wjfl Memo Prove road maintenance agreement. Awke. Ott 0<14. Show all easements of record on the final im_p. 15. Provide street name signs per •r•equirFm�ents of the Department of Public Works prior to recordation of the final crap. r,16. Pay off any assesstr_ents. Obtain encroachment pewit and construct standard road approach ?. providing adequate sight distance at the intersection. of Meridian>` Road and access road. lei Pay any delinquent taxes, Meet therequ:i.rements of the Butte County Fire Department. N • ,�� � r.. 1QQ(1 Oull ` "'---E COUNTY DEPARTMENT OF PUBLIC WORKS Cp.RTNlE%T OF FORESf'' BUTTE LAND DIVISION REVIEW REQUEST To: Division of Forestry DATE: June 26, 1980 AP NO.: 47-22-09 RETURN BY: June 15, 1980. PROJECT DESCRIPTION: TENTATIVE PARCEL MAP APPLICANT: Bill Doty ENGINEER: Ron Graves & Associates CONDITIONS AND/OR COMMENTS: � c lei� FA I i— .LLa..1L. JL Z _ _ , IL-_JL✓I qq p� � •,� p le' .�_� �C�'�• �,..�a.� e l0 �az�[ �., s LD 1170 (Rev. 6-80) Is4a ' ---------- ------------------------4- ---------- 90' BUILDING SETBACK------ - I � LLI I { I I • � y 9 � � I r _ I � P" g I , I �1 \ I I { I I I I I • I I , --------------------- 90' BUILDIPI6-SET84GK-------- _ ----------------------t Is4q' � I 100, • T oln:eenng T CAVIL - 5TRUGTURAL 5550 SUITE #G SIGYWAY - PARADISE,.GA g5g(oq Phone: 530) 811-3100 Fax, (530) 811-3100 MAK5HALL bAKN 51 TEPLAN 14630 GAMEWND GT. GNICO, GA 1154M APN: 041-220-Og8 REPRESENT n1AT ng5E PLAN OR ANY SPBGFIGATION IN GO*WnON THE RENITH ARE SUITABLE WCT}ER OR NOT MODIFIED, POR ANY OTHER SITE THAN ne ONE FOR MIGH THEY HERE SPECIFICALLY PREPARED. RAN640 EWINTEERINB DISCL.AI RESPOTBIBILITY POR THEM PLAN AND SPWPIGAnON IP T � ARE USED PO4OIX OR IN PART AT ANY OTHER 917E PLAN ARE NOT VALID LAM REVIEYW AND APPROVED BY APPROPRIATE BOVERM IE TAL A9LNGIES N LONGFELLow LUMBER CO. Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com BUTTE COUNTY NOV i s 2008 DEVELOPMENT SERVICES - Customer: —j6AiwT=F nz ,i •� Job No: POLE BARN Address: /y6� ,��►��,- CHICO, CA AP#: C•20E (Rev. 5/05) ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 POLE BARN JOSH PLATT 4218 LEFTOUT LN. CHICO, CA c- ALT. LATERAL CLP -ACE j s VALi►h P(L RE PLACI►JG COF i . 61LACFS AT Y2 0P AT l f R; FRU!; y P. b (g 10J. ®12 "O c. -----lop G 61' . G. T1'P Iz ROWS 0. G: TTP. -27��} PSR kGE AGS WITY WEt, (2x6. HAr L -b �_ bit P • = l=ofz >=P� K Pe--rJ AuNy �z OP, Y� NOTA : —.Y'L �DI s pRAtE Ofd��( PO NT6 6�.• 1!�F-Ab� HUST !,� D0 "/o 'V 4E: LeH(ATI OF Tv_ WAV.. T14l'b MTAIL lb' TO L;,E: UIDW A5 AN '" T. PDX ONE: &ONTINUOUS LATeRAL t' X AGR. L/k�"�RPcL C�RfkG� i��'Cf�IL TxL;56P_✓ r_'! NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-1 OD PER WEB (TYP). MAR 2 7 2002 BRACE MAY BE.ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* R1;5TRAIHT REQUIREt7 AT EAG. I;Nn OF tFRAG�: AHV AT 20'-0" INTER�IkLb. TO SUHHARY FOR R�GOHHE:HPATIONE TRU55 pLkT� INSTUTE MA'(l3� n q l3YT�tl L t G � of " 17' 6 PHl 1. am (L cc�UV� nt��{c?��1_ -kEv Q 1 a5 i9c 1JUr� % NtITEK. �� T'r;c �j"AyFL.I�rNC� '.,fAy -(►l = 2� 3 ci4 24 A5 WrJNEf KeMp�_,-K . STANDARD GABLE END DETAIL M11/SAC - 20AA 1/21/2005 PAGE 1 OF 2 A H CONT *DIAGONAL OR L -BRACING REFER TO TABLE BELOW SEE PAGE 2/2 FOR —ALTERNATE BRACING DETAIL — 1X4 OR 2X3 (TYP) VARIES TO COM. 12 TRUSS _ffy�VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADING(pso SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 14.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 SHEATHING (BY OTHERS 24" MAX 3 1/2" �1 1/2" I' # OF NAILS AT END 2X4 LATERAL BRACIN( NOTCH AT AS REQUIRED PER TABLE BELOW 24" O.C. (MIN.) OVER 8'-611 TOP CHORD NOTCH DETAIL 3x5= END . WALL MiTek Industries, Inc. Western Division 24" O.C. _TYP _ %GID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-011 2 - 16d OVER 8'-611 4 - 16d TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD �9Q� S (� OTHERS 2 X 4 DFUSPF/HF - STUD/STD �`f' G MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS I WITHOUT BRACE I WITH LATERAL BRACE I WITH L - BRA 12 INCH O.C. I s-1 n -n 1 11 -R -n I R-1 n -n NOTES _11010mm"'sop— 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. © n y. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. �l U (� 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 0 tVARNWG - Deri/S dtstgn paramctcm and READ NOTES ON 77US AND INCLUDED A9=REFERENCE PAGE AW.7473 BEFORE USE. 7777 Greenback lane Design void for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Supe 109 Appicablily of design paromenters and proper Incorporatlon of component Is responsibility of building designer- not truss designer. Bracing shown Citrus Heights. CA, 9561� is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during consirucllon Is the responsibl61y of the erector. Additional permanent bracing of the overall structure is the responsiblily of the building designer. For general guidance regording lob4collon, quality control. storage, delivery, erection and bracing, consull ANSIMII Quality Criteria, DSB-89 and BCSII Building Component M ITekm Safety Information available from Truss Plale Institute, SM D'Onotdo Drive, Madison. WI 53719. STANDARD GABLE END DETAIL MII/SAC - 20AA 1/21/2005 =PAGE2 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 10d SIMPSON A34 — OR EQUIVALENT 2X4 No. 2 OR BTR GABLE 6-3" MAX TO BEARING WALL 45" STRONGBACK 2X4 No. 2 OR BTR 2X4 BLOCK 2X4 S r JD OR BTR SPACED @ 5'-0" O.C. SHALL E PROVIDED AT EACH END OF BRACE EXCEPT FOR BRACE EXTENDED INTOT iE CHORDS & CONNECTED TO CHO S W/ 4-10d NAILS. . MAX. NGTH = T-0" STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL 'NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 0 C T 1 3 2006 2 2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING. CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'4" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. Q WARAMG . VvrR y design paramntars and READ N07ES ON ZXIS AND INCLUDED WrER REFERENCE PAGE f� 7473 BEiVRE USE. 7777 Greenback Lane —00 Design valid for use only with kWek conneclars. This design Is based only upon parameters shown, and Is loran Individual building rn ng mpong suite 109 App9cablBty of design paromenlersorad proper Intsxporallon of component is responsibility of building designer- not truss designer. Bracing shown shown Is lar lateral support of in&Aduol we members any. Addlltonal temporary bracing to Insure stablNy during construction Is the responslbUty of the Citrus Heights. CA, 9561 - erector. Additional permanent bracing of the overall structure Is the responsibility of the building deslgnef. For general guidance regarding . fabrtcollon, quaAly control storage, delivery, erection and brokdrsg consult AN51/TPII Quality Criteria. DSa-89 and BCSII Building Component Safety Information avoUable from Truss Plate Inslllule, 583 Mnofrlo Drive, Madison, WI 53719. M iTek� Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/ ' Center plate on joint unless x, y 4 Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSII. 0-1/6" 2. Truss bracing must be designed by on engineer. For 1 2 3 TOP CHORDS c1-2 c2-3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never inadequately braced trusses. For o o O�•� ; ��� 3 ad Oz stack materials on 4. Provide copies of this truss design to the building 4 x 2 orientation, locate U vc designer, erection supervisor, property owner and plates 0- 'Ag' from Outside a- �' u U all other interested parties. edge of truss. 0 O 5. Cut members to bear tightly against each other. c7.8 C6-7 c5-6 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 'Plate location details available In MRek 20/20 software Or Upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate `Width measured perpendicular CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the 4 x 4 to slots. Second dimension is responsibility of truss fabricator. General practice is to camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing of 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. at and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, Pt7wER TO PERF47RM.` ANSI/TPI 1 QualityCriteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 O SPACING 2-0-0 NSS ypB ty Plates Increase 1.25 POLE BARN Tss Lumber Increase 1.25 BC 0.90 BCLL 0.0 Rep Stress Incr NO 829192379 POLE0825 DBL. FINK 2 1 TOP CHORD 2 X 4 DF No.18Btr G n/a BOT CHORD 2 X 6 DF SS G WEBS 2 X 4 DF Std G Job Reference (optional) Co., Inc.. Chico, Ca. 95928.7434 6.500 s Mar 8 2007 Mfrek Industries, Inc. Tue Aug 26 08:29:25 2008 Page i -2-0-0 t 7-4-10 13-9-1– 20-1-8 26-5-15 32-10-6 40.3-0 42-3-0 2-0-0 7-0-10 6-4-7 6-0-7 6.4-7 6-4-7 7-4-10 2-0-0 Scale = 1:71.4 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24' OF THE HEEL JOINTS. CONN. OF GABLE STUDS BY OTHERS. 8x14 MT20H = 3.00 12 US3x8 7x8 =US 3x8 8 3x9 _ 3.8 zz 7x8 6x8 = 17 16 15 14 13 12 6x8 = 5x10 = 4x4 = 6x16 MT20H = 4.6 = 06 = 6x16 MT20H = 40 = 5x10 = B-7.15 16-3-10 23-11-6 31-7-1 403-0 8-7-15 7-7-11 7-7-11 7-7-11 B-7-15 LOADING (psi) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.62 TCDL 7.0 Lumber Increase 1.25 BC 0.90 BCLL 0.0 Rep Stress Incr NO WB 0.68 BCDL 5.0 Code IBC2006/TPI2002 (Matrix) LUMBER 0.35 10 TOP CHORD 2 X 4 DF No.18Btr G n/a BOT CHORD 2 X 6 DF SS G WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G Weight: 321 Ib REACTIONS (Ib/size) 2=3230/0-5-8, 10=3230/0-5-8 Max Harz 2=-44(LC 6) Max Uplift 2=980(1-C 3), 10=980(LC 4) DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) . -0.62 14-15 >768 240 MT20 220/195 Vert(TL) -1.3814-15 >346 180 MT20H 165/146 Holz(TL) 0.35 10 n/a n/a Weight: 321 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4/41, 2-3=10094/2964, 3-4=-9510/2845, 4-5=9330/2821, 5-0=7669/2280, 6-7=7669/2280, 7-8=9330/2822, 8-9=9510/2845, 9-10=10094/2964, 10-11=-0/41 BOT CHORD 2-17=-286719673,16-17=2404/8216. 15-16=2404/8216, 14-15=1806/6330, 13-14=2368/8216, 12-13=2368/8216 , 10-12=2832/9673 WEBS 3-17=807/213, 517=391/1154, 5-15=1508/444, 6-15=548/1661, 6-14=548/1661, 7-14=1508/445, 7-12=-392/1154,9-12=-807/214 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; h=25ft; TCDL=4.2psf; BCDL=3.Opsf, Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable studs spaced at 14-0 oc. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 1� August 26,2008 A& WARNING - V—ijIj d._vfgn patapn tow mad READ NOTE., ON rHrS AND fNCLCfDFJ>ha TF-KRFFFRFNr:F. PAGE M11-7.773 BUI.IRF. f.ISF.. Design valid for use only with 7Mek connectors. This design B based only upon parameters shown. and is far on indi iduol building component. Appficabi6ry of design poramenters and proper incorporation of component is responsibl'dy, of building designer - not truss designer. Bracing shown is for lateral Support of Individual web members only. Additional temporary bracing to insure stability during Construction is the responsibllty, of the M iTek• erector. Additional permanent bracing of the Overall structure is the responsibility of the building designer. For general guidance regarding tabricoran, quality control. storage. defrvery. erection and bracing, consu8 ANSIRPII Quality Criteria, DSB•B9 and BCSII Building Component Sally Irdomso8on avoiable from Truss Plate Institute. 583 D'Onofno Drive, Madison, WI 53719. 7777 Greenbads Lane, Suite 109 O russn135 ypeQty ply POLE BARN POLE0825 Al DBL. FINK 2 1 829192379 Job Reference (optional) o.ouu s mar a zuuf tssn ek Indusmes, ino. TUB Aug 26 06:29:25 2006 Page 2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 2-10=10, 1-2=112(F=-58), 10-11=112(F=58) Trapezoidal Loads (plf) Vert: 2= -113(17=59) -to -6=-167(17=113), 6=167(F=113) -to -10=113(F=59) WARMNf. - V-ijlJ rfcafgn P—Cf v —d PFAD NO TF_5 ON TWI S AND INCL, UZ)F& PH 77JC RP.PPRFNC:E PAGE M1f-7473 RFF RF. USP,. Design valid for use only with Mlek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporotion of components; responsibility of bung designer - not truss designer. arocing shown is for lateral support of indMduat web members only. Additional temporary brae to insure stabil during mg ry r. or general g i an re regarding rding of the M iTe k' erecta. Additional permanent bracingdel of y, recon structure is me responsibility of me building tlesigner, for general guidance regadirg fabrication.yInformation quality control, storage, dentary, erection and Droning, consult ANSI/TPll Quality Criteria, DSB-89 and Ball Building Component Salary Intormatbn avalloble ham Truss Plate Irtstihste, 583 D'Onohto Drive, Madison, WI 53719., 7777 Greenback Lane, Sulte 109 Citrus Heights, CA 95610 Job russruss Type DEFL Ply POLE BARN POLE0825 A2 ROOF TRUSS 29 1 829192380 -0.43 13 >999 240 MT20 220/195 TCDL 8.0 Job Reference (optional) ue rug zo ua:za:va zuud rage 1 .2-0-0 r 7-4-11 13-6.5 } 20-1-8 26.6.11 3210-5 40-3-0 423-0 i 2-0-0 7-4-11 6.3-11 6-5.3 6-5-3 6-3.11 7-4-11 2-0-0 Scale = 1:71.4 3.00 12 5x8 = �xu = 14 13 12 Sx8 = Bae = 3x8 = 8x8 = TRUSSES IN THIS JOB ATTIC ACCESS LOAD NOT CONSIDERED (20 PSF 24-Wx42"H) r 1D58 , 20-1-8 29-8-8 40 r 10.6.8 9-7-0 9-7-0 1058 1a LOADING (psf) SPACING 2-M CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.43 13 >999 240 MT20 220/195 TCDL 8.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -1.15 12-13 >415 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.29 10 n/a n/a BCDL 7.0 Code IBC2006/TPI2002 (Matrix) Weight: 165 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.t G TOP CHORD Structural wood sheathing directly applied or 2.6-14 oc puffins. BOT CHORD 2 X 4 DF No.1 G BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 10=1519/0-3-8,2=1519/0-3-8 Max Horz 2=43(LC 5) Max Uplift 10=338(LC 4), 2=338(1-C 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-4241/852,3-4=3892/813,4-5---3813/821, 5-6--28251574.6-7=2825/574,7-8--3813/821, 8-9=38921814,9-10=-4241/853,10-11--0/16 BOT CHORD 2-14=819/4030, 13-14=-672/3448, 12-13=637/3448, 10-12=784/4030 WEBS 3.14=378/68, 5-14=138/517, 5-13=902/214, 6-13=228/978, 7-13=902/214, 7-12=138/517, 9-12=378/69 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; h=25ft; TCDL=4.8psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss Is designed In accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Y WARNMC, - V--Inj rfr_sfyn p --t,, and RF.9D NO TE -S ON MI&AAID INCL UnFO All17-KRF-FFJ29NC:E PACE rtIIf.747J RP USE -PORP. Design varid for use only with Mlek connectors. This design's based only upon parameters shown, and isfor an individual building component. Appricabi5ty of design paramenters and proper incorporation of component is responsibility of building designer - not tans designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility or the building designer. For general guidance regarding .o.w•4 ����� fabrication. quality control, storage. delivery, erection and bracing, consu8 ANSI/TPII Quality Criteria. DS9-89 and BCSII Building component Safety Information available from Tens Plate Institute. 583 D'Onohro Drive. Madison. WI 53719. TM Greenback Lane, Suite 109 Citrus Het tris CA 95810 WARNING ! BCSI-B�l SUMMARY S - ED I I D__ Q FOR GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de ning6i modD que the frequency or location of temporary lateral identifique la frecuencia o localizaci6n de restricci6n lateral restraint and diagonal bracing. Follow the y arriostre diagonal temporales. Use las recomendaciones recommendations for handling, installing and de manejo, instalad6n, restricd6n y arriostre temporal de temporary restraining and bracing of trusses. los trusses. Vea el folleto BCSI Guia de Buena Prattica Refer toSCSI Guide toBCSI Guide to��d Pra��e forPra�ce for peel Manejo. Ins�tacion. R��ion v Arriostre de los Handling Handling. Installing. & Bracing & B�cino of T��de Made��n�dos con Plates de Memel para Wood Plate Connte Connfor more informaci6n mas detallada. detailed information. Los dibujos de disefio de los lasses pueden especificar las Truss Design Drawings may specify locations of localizaciones de restricci6n lateral permanente o refuerzo permanent lateral restraint or reinforcement for en IDs miembros individuales del truss. Vea la hoja individual truss members. Refer to the BCSI-B3 resumen BCSI-B3 - Resbicri6n/Ardostre Permanente de Summary Sheet -Permanent Restraint/Bracing Cuerdas y Miembros Secundarius para mos informaci6n. of Chords & Web Members for more information. - EI recto de IDs disenos de arriostres permanentes son la All other permanent bracing design is the responsabflidad del Disenador del Edifido. responsibility of the Building Designer. ® The consequences of improper handling, erect- '• ^ 944 Ing, installing, restraining and bracing can result i in a collapse of the structure, or worse, serious ' personal injury or death. EI resultado de un manejo, levantamiento, 0 instalaci6n, restricci6n y arrisotre incorrecto puede ser la cafda de la estructura o a6n peor, heridos o � muertos. ® Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when oBBA cutting banding. Empaques y placas de metal denen bordes m afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANEJO T Avoid lateral bending. — Evite la Flexi6n lateral. QThe contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. EI contratista Iden la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. �.',�: If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, Cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI Guide to Good Practice for Handling. Installing. Restraining & Bracino of Metal Plate Connected Wood Trusses for more detailed information pertaining to handling and jobsite storage of trusses. SI los trusses estar6n guardados horizon- talmente, ponga bloqueando de altura suficiente detras de la pfla de los trusses. Para trusses guardados por mas de Una semana, cubra los paquetes para prevenir aumento de humedad pero permita venti- lac16n. Vea el folleto BCSI Gufa de Buena Practica y Data el Manejo, Instalacl6n. Restrfcci6n y Ar- dostres de los Trusses de Madera Conectados con Places de Metal para infornil mas detallada sobre el manejo y almacenado de los trusses en area de trabajo. QUse special care in Utilice cuidado windy weather or especial en dies near power lines ventosos o cerca de and airports. cables elhctricos o de 30' to 45' aeropuertos. 30 a 45 pies 8 pies maximo 45' to 60' Spreader bar 45 a 60 pies 6 pies maximo for truss C.max. 60 a 80 ies* 4 ies maximo Para armaz6n de hastial vea lJ braces for each set of el resumen BCSI-B3_R- R - R - 4 trusses. " O O QUse proper rig- Use equipo apropiado ging and hoisting para levantar e equipment. improviser. nDo not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. 0 Do not store on No almacene en uneven ground. tierra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. ® Warning! Don't overload the crane. iAdvertencia! iNo sobrecarga la gr6a! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use s6lo los empaques para levantar un paquete. No levante un grupo de empaques individuates. A single lift point may be used for bundles with trusses up to 45. Two lift points may be used for bundles with trusses up to 60'. Q Warning! Do not over load supporting Use at least 3 lift points for bundles with structure with truss bundle. trusses greater than 60'. '' iAdvertencia! No sobrecargue la estructura Puede user un solo lugar de levantar para apoyada con el paquete de trusses. paquetes de trusses hasta 45 pies. Puede user dos puntos de levantar para Q Place truss bundles in stable position. paquetes mos de 60 pies. Puse paquetes de trusses en Una posici6n Use por to menus tres puntos de levantar para estable. paquetes mos de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION POR LA MANO DE TRUSSES INDIVIDUALES Trusses 20' ' - Trusses 30' or t , or less, sup- t less, support at } port at peak. quarter points. Levante Levante de del Pico los los cuartos - trusses de de trdmo los 20 pies o I trusses de 30 P F Trusses up to 20' � t- Trusses up [0 30' qp� menos. Trusses hasty 20 pies pies o menus. I Trusses hasta 30 pies IOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga sada truss en posici6n con equipo de gr is hasta que la restricci6n lateral temporal de la cuerda superior esus instalado y el truss este asegurado en los soportes. © Warning! Using a single pick -point at the peak can damage the truss. iAdvertencia! EI use de un solo lugar para levantar en el Pico puede hacer dano al truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES ' Approx. 1/2 y , Tagllne truss length TRUSSES UP TO Praeger TRUSSES HASTA 30 PIES Toe -in _ Toe -in Asch Locate Spreader bar 10' o.c. Spreader bar 1/2 to above or SUHback max. 2/3 truss length yI mid -height I Tagline TRUSSES UP TO 60' J/- TRUSSES HASTA 60 PIES Spreader bar 2/3 to 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL ©Refer to BCSI-B2 Summary Sheet - Truss Installation & Tempos Restraint/Bracino for Top Chord Temporary more information. Lateral Restraint (TCTLR) Vea el resumen BCSI Bra - Restrtcci6n/ 2x4 min. Arriostre Temporal y Instalaci6n de los Tnr«c para mas informaci6n. QLocate ground braces for first truss directly in line with all rows of top chord temporary lat- eral restraint (see table in the next column). =90° Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de Brace first truss las files de restricci6n lateral temporal de la t— securely before cuerda superior (vea la table en la pr6xima erection of additional columna). _ trusses. 0 Do not walk on unbraced trusses. 4m1V No camine en trusses sueltos. INSTALLING, R MR. AIINING AND BRACING OF TRUSSES (2006 EDITION) -STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. - 1) Instale los arriostres de tierra. 2) Instate el primero truss y ate seguramente al arriostre de tierra. 3) Instale los pr6ximos cuatro trusses con restricci6n lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal para los planos de los miembros secundarius para estable los primeros cinco trusses (vea abajo). 6) instale la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. QRefer to BCSI-62 Summary Sheet - Truss Installation & Tempos Restraint/Bracino for more Information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informaci6n. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses.. Este metodo de restricci6n y arriostre es para todo trusses excepto trusses de Cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' B' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'*4' C.max. 60 a 80 ies* 4 ies maximo -Consult a Professional Engineer for trusses longer than 60'. "�// *Consulte a un ingeniero para trusses de mas de 60 pies. QRefer to BCSI-87 Q See BCCI -B7 for TCTLR options. Summary Sheet Vea el BCSI-B2 para las opciones de TCTLR. - Tempos & Per- r Refer to BCSI-B3 Sum- mary Sheet - Permanent maven[ RelilSlt�,YtXIIIL�iI L Restraint/Bracing of Chords & Web Members for Gable Bracing ( ) ll Parallel fo )rr j?a»Jjeral elfor Pa( llel Chord Trusses for End Frame restraint/bracing/ more information. reinforcement information. Vea el resumen Para informaci6n sobre BCSI-B7 - RestrIL_ restricci6n/arriostre/refuerzo Repeat diagonal Para armaz6n de hastial vea lJ braces for each set of el resumen BCSI-B3_R- R - R - 4 trusses. strcc /Ari6n 9ffjo treer*on/Arno �e Ground bracing not shown for clarity. Repita los arrisotres Permanente de Cuerdas v diagonales para carie Miembros Secundarios. grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Mex iagonal LATERAL RESTRAINT Bracing & DIAGONAL BRACING Web Members Max. Bow ARE VERY IMPORTANT iLA RESTRICCI6N LATERAL Y EL 16.7' ARRIOSTRE DIAGONAL Bottom chords SON MUY IMPORTANTES! Diagonal Braces every 10 Q truss spaces (20' max.) 10'-15' max. Same spacing as r bottom chord Lateral Restraint Some chord and web members not shown for clarity. Lateral Restraints - 2x4xl2' or greater lapped over two _ chordsBottom g��� `'� Diagonal Braces every 10 truss spaces (20' max.) 10'-15' \ /Some chord and web members max. w not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 QRefer to BCSI-87 Diagonal Bracing Summary Sheet 10' or 15' Repeat Diagonal Bracing - Tempos & Per- every every 15 truss spaces (30') maven[ RelilSlt�,YtXIIIL�iI L / _ — � �� Bracing ( ) ll Parallel fo )rr j?a»Jjeral elfor Pa( llel Chord Trusses for 34 tiles high more information. D (ft.) Vea el resumen Apply Diagonal Brace to BCSI-B7 - RestrIL_ vertical webs at end of ci6n y Arr ostre cantilever and at bearing All Lateral Restraints 12.5' Temporal v Permanente de locations. lapped at least two trusses. Trusses de Cuerdas *Top chord Temporary Lateral Restraint spacing shall be Paraletas para mas 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords. informaci6n. Mex INSTALLING - INSTALACION out ofPiane,% r/f Tolerances for Out -of -Plane. Material Out of Plumb ; Max. Truss IJ To!erancias para Fuera-de-Plano. 16" Asphalt Shingles 2 bundles Bow Length aay rte 34 tiles high D/50 D (ft.) Length —► Max. Bow 3/4" 12.5' fi I �� II Bow Length •� I, . t l4" 1' 7/8" 14.6' . Mex 1/2" 2' Max. Bow 1" 16.7' II f 3/4" 3' 0f Length --►!. 1-1/8" 18.8' 1" 4' Z 1-1/4" 20.8' d Plumb 1-1/4" 5' Tolerances for O bob 1-1/2^ 6' 1-3/8" 22.9' Q�/ Out -of -Plumb. /r 1-1/2" 25.0' Tolerancias para D/5o max 1-3/4" 29.2' Fuera-de-Plomada. 2" x33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION ® Do not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la construcci6n hasta que todas las restric- ciones laterales y los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet - Construction Loadtno for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Cargo de Construcci6n para mayor informad6n. y Maximum Stack Height p ' e „y ,4 for Materiel on Trusses ,* �}� Material Height Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" aay rte 34 tiles high • r 0 Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Never stack materials near a peak., - Nunca amontone material cerca del Pico. Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. I�f Position loads over load bearing walls. u Coloque las cargas sobre las paredes soportantes. -Truss bracing not ALTERATIONS—ALTERACIONES • shown for clarity. © Refer to BCSI-BS Summary Sheet - Truss Damao; ]o)site Modifications & Installation Errors. Vea el res6men RCSI-B5 Davos de trusses. Modificaciones en la Obra y Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless I_ specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizact6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Tens Designer rely on the presumption that the contractor and crane operator (If applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor belleves it needs assistance In some aspect of the construction pmject, it should seek assistance from a competent party. The methods and procedures outlined in this document are Intended to ensure that the overall constnrcbon techniques employed will put the trusses Into place SAFELY. These recommendations for handling, installing, restraining and bracing busses are based upon the collective experience of leading personnel Involved with truss design, manufacture and installation, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Contractor. It is not Intended that these recommendations be Interpreted as superior to the Building Designer's design specification for handling, Installing, restraining and bracing trusses and it does not Predude the use of other equivalent methods for restraining/bracing and providing stability for the walls, columns, floors, roofs arid all the Interrelated structural building components as determined by the Contractor. Thus, WT'CA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendation and information contained herein. TRUSS PLATE INSTITUTE 6300 Enterpriselane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/2744849 • www.sbdndustry.com 703/683-1010 • www.tpinst.org 8IWARN11x1720061115 S JADJVE�R,AN V��NI�A`� HO]A RESUMEN -E N GUTA DE BUENA P,RAC"T�ICA PARA EL MANEr�O, IN$1TALACiO_N, RESSiTiRIICCIO_N Y ARRIYOS1TiRE QE LOS T1RUSSES (x2006 EDICION) �OCHO nti eering CIVIL - 5TRUCTURAL 5550 SUITE #G SKYWAY - PARADI5E, GA 959(o01 Phone, 550) 8-111-51100 Foxl (550) b11-51100 i `i I A AU! -0 9 N N X Z . o x x o MARSHALL BARN FLOOR PLAN/ GAMENZIND GT. SECTION CHICO, GA 015915 OR ANY SPECIFICATIONS IN CONNECTION TFEREMITH ARE SUITABLE Vi ETiER OR NOT MODIFIED, POR ANY OBER SITE THAN THE ONE POR WMICH THEY WERE SPECIFICALLY PREPARM. RANCHO ENS[ W& DISCL.AI RESPON5IBIUTY FOR THESE PLANS AND SPECIPICATIONS IP THEY ARp USED WHOLE OR IN PART AT ANY OTHER SITE. PLANS ARE NOT VALID UNTIL REVIEWED AND APPROVED BY APPROPRIAM SOVERNFENTAL BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN #A "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. APPLICANT INFORMATION OWNER INFORMATION Last Name Address o M First�jl me v City S Mailing Address Zip I City E-mail SC_A, Zi ico Ci455P Class 773 Phone Fax Fax o— i -9 E-mail E-mail, State License Number APPLICANT INFORMATION CONTRACTOR Name Address o M Address v City Zip 3 State Zip Phone Fax E-mail State I Zi4 t 5 C Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address o M �AR20 v D Zip 3 Addres Fax SD CityVAZU State I Zi4 t 5 C A— Phone Fax 7- 7 o a E-mail State License Number APPLICANT INFORMATION Name A Address o M iuR e City e State CA Zip 3 Phone D— Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# Property Address /W-36 CAAAAEA3ZJA)6( City ico 3 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning A Flood Zone I SRA I Yes No Occ. Type Const. Butte County Department of Development. Services TIM SNELLINGS, DIRECTOR I ,PETE CAI:ARCO, ASSISTANT DIRECTOR ,7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds www.butteaeneralplan.net ADMINISTRATION * BUILDING * PLANNING OWNER'S DECLARATION OF USE FOR A LIMITED AGRICULTURAL BUILDING Uwe the undersigned hereby apply for a `Limited Agricultural Building' defined in the 2007 California Building Code, Chapter 2, Section 202 as an agricultural building as follows and which is used as listed in items 1 through 8 below: "A structure designed and constructed to house farm implements, hay, grain, poultry, livestock or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public." 1. Livestock shelters or buildings, including shade structures and milking barns. 2. Poultry buildings or shelters. 3. Barns. (A detached farm building used for the storage of harvested crops, farm products, feed, machines, or farm equipment and/or agriculture vehicles.) 4. Storage of equipment and machinery used exclusively in agriculture. 5. Horticultural structures, including detached production greenhouses and crop protection shelters. 6. Sheds. (A detached single story building with one or more sides enclosed, used for shelter or storage.) 7. Grain silos. 8. Stables. DESCRIPTION OF BUILDING Floor Area: _ypr X 6o Loft/Attic Area: Height: Proposed Building will be used for: t Describe the current Agricultural Use on the property: , 110 d►ckLS ZotpE.D. r46 . Property Owner's Signature: Date: AVoy, 121, '2 de, 17 KABUILDING\WEBSITE FORMS\OwnerDeclarationforLimitedAg rev'd 1.14.08.doc ._v PaTMENT - A--%IFWIy "kic wo0` Department of Public Works County of Butte J. Michael Crump, Director 7 County Center Drive Shawn H. O'Brien, Assistant Director. Oroville, CA 95965 (530)538-7681 Notification of Public Works Improvements MARSHALL, JAMES S. RE:047-220-098 Building Permit No.:1308-2304 FAX (530) 538-4356 To meet the requirements of Butte County Code Section 26-12 (available on line at <http://municipalcodes.lexisnexis.com/codes/butteco/>), one or more of the following may be required before a building permit can be issued for the above referenced project. 1. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; 2. Dedication of any necessary rights-of-way; and 3. For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: 1. Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26-12. 2. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at <http://www.buttecounty.net/publicworks/divisions/landdevelopment/impstd.html>) with a minimum plan checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 26-12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in -lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, please contact the Land Development Division at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. I have read and understand the above requirements: 11/13/2008 Date Signa ure REv'd 9/19/2008 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O 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, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-2304 Location: 14630 CAMENZIND CT Parcel Number: 047-220-098 Date: 11/13/2008 Owner Name: MARSHALL, JAMES Phone: (530) 518-9437 Description: AG STORAGE BUILDING (40'X 60') Signature of Applicant: � a r Date: 11/13/2008 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the 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 the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. c If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal c income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal 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 for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTII.LL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY PLO+i 1'O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. QDkR NO) 2. I(0�/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 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 Description: AG STORAGE BUILDING (40'X 60') Reference Number: B08-2304 Applicant Name: MARSHALL, JAMES S. Owner's Name: MARSHALL, JAMES AP # : 047-220-098 Signature of Property Owner: Date: A>w, , 3 . 200s, Number: B08-2304 California Department of Forestry and Fire Protection Butte County Fire Department 14630 CAMENZIND CT Parcel Number: 047-220-098 Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Date: 11/13/2008 By: KCG Sub Type: Limited Ag Owner Name: MARSHALL, JAMES Phone: (530) 518-9437 i Description: AG STORAGE BUILDING (40'X 60') To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the ' propertyowner. I Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ ',Public Resources Code 4291 ✓ !California Building Code, Chapter 7A ✓ ;Butte County Improvement Standards uirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ 'Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site. , Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the extension For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 11/13/2008 Date Rev'd 5/7/07 , 1 t Signatdre All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/orotplan/l)rotl)lan.html FILE Butte ;County Department of Public Works J. MICHAEL CRUMP, DIRECTOR 0 LAND DEVELOPMENT DIVISION Storm Water Managment Program 0 0 7 Countytenter Drive 0 O Oroville, CA 95965 (530) 538-7266 Telephone U $ (530) 538-7171 FaxIC W� www.buttecounty.net/dds i i National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE J I Reference Number: B08-2304 Date: 11/13/2008 Location: 14630 CAMENZIND CT By: KCG Parcel Number: 047-220-098 Sub Type: Limited Aj! Owner Name: MARSHALL, JAMES Phone: (530) 518-9437 Description: AG STORAGE BUILDING (40' X 601) I 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. 1 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 disturber one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Date: 11/13/2008 f Title: our &3t_r fZ i FILE NCHO 1�ngineering November 12, 2008 Butte County Building Department 7 County Center Drive Oroville CA 95965 Re: Marshall Barn 14630 Camenzind Court Chico, CA Attn:'Building Official I have reviewed the attached truss designs provided by Longfellow Lumber Co. Inc.. I have found the calculation package to be in agreement with the structural system designed for the above mentioned project. This letter recognizes that the truss calculations meet or exceed the structural requirements of the structure. If there are any. questions or concerns, please feel free to contact me at the number below. BUTTE . '7 COUNTY NOV 1 s 2008 DEVELOPMENT SERVICES Jarrod Holliday, P.E. 5550 Skyway Suite C Civil, Structural, Surveying Paradise CA 95969 (530) 877-3700 Phone/Fax w -,- 6 M M 'M "RIM, Ml� low Xvml� 'I -M Rall uV "AW OR i R -g m5f-�—g- I" �" � �;, m -go OR M% M NVM g M"t WWWW 'M W "AA-S"'MME"'K, O'g,"I'l by �h, �M "'Mmm"wom -Umm"MMIT v Wj i VRIVIV 'tqi ekf MR. PP -,Vu% W?x RAN "4;w,