The URL can be used to link to this page

Home My WebLink About063-340-013BUTTE 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: 4424 HUMMER RD Owner: Permit No: B08-0606 APN: 063-340-013 KOVACS, LIVING TRUST Issued Date: 05/12/2008 By KCG Permit type: MISCELLANEOUS PO BOX 353 Subtype: Phtovtaic Sys Grnd CHICO, CA 95927 Expiration Date: 05/12/2009 Description: GROUND MOUNT SOLAR SYSTEb (530) 588-6908 Occupancy: Zoning: U Contractor Applicant: Square Footage: KOVACS, LIVING TRUST Building Garage RemdUAddn PO BOX 353 CHICO, CA 95927 Other Porch/Patio Total (530)588-6908 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Photovoltaic System $421.93 Total Charged: $500.83 Fees Paid: $500.83 Balance Due: $0.00 Receipt No: B6909 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, , also requires the applicant for 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 full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 05/12/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date -11, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ,� f, 1 7 1 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED LAI CONTRACTORS TO CONSTRUCT THE PROJECT (See. 7044, Business and Professions 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 Contractors License Law.). Carrier: Policy Number: Exp. Dale: (This section need not be competed if the permit is or one a hundred ($100) oress. ❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason: PM I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS XSJ ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' 05/12/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those _ Owner's Signature '---' Date provisions. X 05/12/200$ I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building ---Q_�—� 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 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 Bath,officers, injury, including death, and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) t is 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 to enter the above mentioned property for inspection purposes. I hereby certify that I am the property o er or am authorized to actmon the property owner's behalf. —YNAc--S 05/12/2008 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) I I Owner ❑ Contractor OR. DAgent for Owner DAgent for Contractor FILE COPY Lender's Address City State Zip BUTTS COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o J ' o A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buffecounty.net/dds C0_4111-11 PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All pu related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name Address SSM First Name Nn l� I Mailing Address D� 3s,� City (� State CA Zip Z I Phone � COg Fax N JA E-mail C&VyNV,O-,le, fy- \ com CONTRACTOR Name r, Address SSM City State Zip Phone Fax E-mail Lic. # Class /ENGINEER Name Name Address 531 EY ZA C. L r f City Sc�.s City StateE. Zip P G $-8gl oZ Phone lax(S3o� -mail E-mail Stat�,.L�e�so, Num er AP LICANT SIGNATURE X PERMIT NO. 6 .,_G-0 BIN # PROJECT LOCATION AP# - 2yD- O13 Property Address City C 1 ' Irl Cruel 'r q who You CLZ k ) WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK., Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office onl : APPLICANT INFORMATION Name Type Const. Address City State Zip Phone Fax E-mail AP LICANT SIGNATURE X PERMIT NO. 6 .,_G-0 BIN # PROJECT LOCATION AP# - 2yD- O13 Property Address City C 1 ' Irl Cruel 'r q who You CLZ k ) WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK., Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office onl : Zoning FloodZone SRA Yes No Occ. Type Const. Butte County, Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds 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. ° 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 ° 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 UNTILL 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. 1. I PERSONALLY PLM TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. OR NO) 2. I OHAVE 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: 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: NAME ADDRESS PHONE CITY 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: GROUND MOUNT SOLAR SYSTEM Reference Number: B08-0606 Applicant Name: KOVACS, LIVING TRUST Owner's Name: KOVACS, LIVING TRUST AP ; Signature of Property Owner: Date 063-340-013 /-7-o9 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0606 Location: HUMMER RD Parcel Number: 063-340-013 Owner Name: KOVACS, LIVING TRUST Description: GROUND MOUNT SOLAR SYSTEM Date: 4/7/2008 Phone: (530) 588-6908 Signature of Applicant: Date: 4/7/2008 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 **PERMIT APPLICATION DATA SHEET** Reference Number: B08-0606 Location: HUM1VIER RD Parcel Number: 063-340-013 Owner Name: KOVACS, LIVING TRUST Description: GROUND MOUNT SOLAR SYSTEM Date: 4/7/2008 By: GLB Sub Type: Phtovtaic Sys Grnd Phone: (530) 588-6908 The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 n LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS ❑ El Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 "*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. Signature of Applicant: Date: 4/7/2008 FILE SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 / o Other: ❑ Other: "*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. Signature of Applicant: Date: 4/7/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds L N S National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-0606 Date: 4/7/2008 Location: HUMMER RD By: GLB Parcel Number: 063-340-013 Owner Name: KOVACS, LIVING TRUST Description: GROUND MOUNT SOLAR SYSTEM Sub Type: Phtovtaic Sys Grnd Phone: (530) 588-6908 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title:/_ FILE Date: 4/7/2008 OTT -P, 11000, AT UJ ScLA iL s f c>r-4 The rating of the ATPV-40 module takes into accountthe attenuation that occurs during the first several months of module deployment. A label on the rear of the module provides both the rated and measured electrical parameters. Initial Performance When an ATPV-40 module is first deployed, its output characteristics at STC are higher than the rated values at STC. Power may be between 12% and 20% higher than the rated value, operating voltage may be up to 6% higher, operating current may be up to 14% higher, and short-circuit current may be up to 5% higher. These higher values and other applicable documents (i.e. NEC 690 and Underwriters Laboratories (UL) 1703_) should be considered when designing the PV system. Certifications For the US market, the ATPV-40 is UL listed under Category Control Number QIGU, "Photovoltaic Modules and Panels". The Listing Mark is printed on the module label. The ATPV- 40 is also certified pursuant to the International Electrotechnical Commission (IEC) 61646 tests as performed by the Photovoltaic Testing Labor atory of Arizona State University (Test Certificate 04072801). Limited Warranty The ATPV-40 comes with a limited warranty covering defects in workmanship or materials for 1 year, and performance for a period of 20 years. Options and Specialty Modules Options such as longer or shorter lead lengths, different wire for use in countries other than the U.S., electrical connectors, alternative mounting methods, an added junction box, bypass diode, or different module voltage ratings are available to meet specific customer requirements. Specialty modules, including semi -transparent (with custom logos or artwork, if desired) or triple -laminate building integrated photovoltaic (BIPV) modules, may also be available. F0LE 0 X IT L 2, PAR,C-C-Llt' THE 2007 CBC, CMC, CPC, CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS Ll v-1 AMENDED BY THE JURISDICTION CHkco, !"-,A APPLY TO THIS PROJECT. 5 8 8 - DIVISION - BUILDING PLAN APPROVAL Date:�-14•x$ k. Landscaping: Am hqAA 041 APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL ry INSPECTIONS Wo U4 CS BUILDING PERM IIT#_Og A CZ4-- =CZC-%^C2v4m PARCEL# 62 10 APPROVED I Alf COMPLY WITH CALIFDRNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS 0 8 owg 10 awg TYP 6 —�—Froma For Wind Generator — 40A Breaker Disconnect — 8 aw (2) Xantrax XW-MPPT60-150 60A Charge ControNor 9 160A Brooker Disconnect 48V Battery Bank 60A Brooker Discennact = N$0 Xantrax XW6048 120/240V 60 Hz 6000W inverter !BUTTE CWi� cy �,' 1 101\ Drawn By: J. Hufft COMPLY WITH CALIFORNL4 Date: 04/08 ELECTRICAL CODE- ARTICLE Kovacs/Top Hat Energy Of, 250 REQUIREMENTS FOR GROUNDING AND BONDING Aten 40W PV modules Froma 10 owg TYP 25" x 49" - NOTES: 77 I6e rte_ PROVIDE READILY ACCESSIBLE Each PV module grounded is CAPABILITY TO CIRCUIT BREAKER(S), framework. DISCONNECT(S), FUSE(S),SWITCH (ES) AND THEIR ACCESSORIES AS Framework tied toground rod REQUIRED AND DEFINED IN CALIFORNIA ELECTRICAL CODE Modules wired 2 in sarins, 3 in paeamal I into combiner Drawn By: J. Hufft COMPLY WITH CALIFORNL4 Date: 04/08 ELECTRICAL CODE- ARTICLE Kovacs/Top Hat Energy Of, 250 REQUIREMENTS FOR GROUNDING AND BONDING forkforce 5 -Shelf Heavy Duty Steel Shelving, 72 In.H x 48 In. W x 2. -,,. You ran da fe. W4 can help.`"" 1 View Larger E30 More Views > Read Reviews Average CustomerRatin� , write a review *� 3 out of Description http://www.liomedepot. coin/webapp/wcs/stores/servlet/ProductDisplay... Workforce 5 -Shelf Heavy Duty Steel Shelving, 72 In.H x 48 In. Wx24In. D Model UR -245 $72.97/EA Each Quantity: F Sold At Your Local Store Add to My List Add to My Registry. -Product shown is normally carried at your local store; availability may vary. -Local store prices may vary from those displayed. 24 ln.D x 48 In.W x 72 In.H Workforce steel construction shelving unit with 4 particle board shelves. Heavy-duty rivet lock system provides strength and rigidity. Easy assembly, no nuts or bolts required. 4,000 Ib. capacity evenly distributed weight. Shelves adjust every 1-1/2 inches. Unit can be assembled horizontally as a workbench. 24"D x 48"W x 72"H 5 Shelves with particle board shelving Capacity of 4,000 lbs Durable gray enamel finish. MFG Brand Name: Workforce MFG Model #: UR -245 MFG Part #: UR -245 Specifications ADA Compliant: False Assembled Depth (In Inches) : 24 In. Assembled Height (In Inches) : 72 In. Assembled Weight (In LBS) : 100 Assembled Width (In Inches) : 48 In. CircleEFriendly : False Energy Star Compliant: False CEC 480 STORAGE BATTERIES SHALL BE INSTALLED AS �RF S.GRI R,F O_FIY TH_I_S-r_'..O.I'1F BUTTE Cu`u-�� fY OUOL®INO- � _ G101,-, I of 3 4/28/2008 10:25 AM SPECIFICATIONS Nominal Voltage (V) Capacity at C/100 Capacity at C/20 Weight Plate Alloy Posts Container/Cover 12V 265Ah 225Ah 157 (71.2 kg) Lead Calcium Forged terminals & bushings Polypropylene Operating Temperature Range -76°F (-60°C) —140°F (60°C) Charge Voltage @ 68°F (20°C) Cycle 2.30 - 2.35 VPC Float 2.25 - 2.30 VPC Vent Self-sealing (2 PSI operation) Electrolyte Sulfuric acid thixotropic gel Resistance 4.0 Milliohms (full charge) Terminal SAE 5f8' DIX 1: TAPER NEGATIVE TAPER11/10: D1A-5f8"MIN. POSITIVE Rated non -spillable by ICAO, IATA and DOT Made in the U.S.A by East Penn Manufacturing Valve -Regulated, Gelled -Electrolyte Battery DIMENSIONS 5T0 RAGE BATTERIES SMALL BE INSTALLED AS Length (mm) 20.75 (527 mm)RV T~,G ^►,F Width (mm) 11 (279 mm) Height (mm) 10 (254 mm) BUTTE Co ul-4 Y APPPO,:\9Elj `eLCycfe;L fe vs Depth of Qisctiarge At 425% (77°F) aised:oif 8Ct.2-hour.Gapacity Gyele Cfi rt: p.p!ies to:elt dAK bel 0g4des (extopY8�UG2 c yclo chart ic2, ;8G24t8G27 iithat 1872M G°i±nsnal an d,8G3`1 DT.eycte chart z:;6Z.j.: Distributed by: MK Battery 1645 South Sinclair Street - Anaheim, California 92806 Toll Free: 800-372-9253 • Fax: 714-937-0818 - E -Mail: salesCa)mkbatterv.com The ATPV-40 is a thin-film photovoltaic ("PV"),nodule with amorphous silicon monolithically - integrated devices and a stabilized power rating' of 40 watts at maximum power point under standard test conditions.("STC"). This module is rated for use in applications with a maximum system voltage of 600 VDC. Physical Characteristics The module is a frameless glass laminate consisting of two 0.125 in. (0.3 cm) annealed float glass lites, laminated with EVA (ethylene vinyl acetate) to provide an environmental seal. The modtlte"Imensd sion�e,25.i"ntx49'iny(63'>c .x31245cm)and_theweigh is�approxirn-ta— bs. (42 3"gIn accordance with the current IEC certification (see *Certifications), the module K-5 ur aluminum rails bonded to the rear glass. These may be used for mounting, and can hold a 1/4 in. or 6 mm hex head bolt (head diameter 7/16 in. or 10 mm respectively). Electrical connections are made via two 18" (45.7 cm) leads emanating from a sealed boot. For modules to be used in the U.S., leads are one red and one black, 14 -gauge, XLP 600 V ((RHW-2) rated per the U.S. National Electrical Code (NEC) article 690). For modules used outside the U.S., see "Options and Specialty Modules". Care must be taken when handling and installing the module to avoid edge damage to the glass lites or undue glass stress. Modules are shipped with a slip-on plastic "U" channel protector that must not be removed until after the module Is Installed. Electrical Characteristics The rated electrical parameters of the module under Standard Test Conditions ("STC") and under PVUSA Test Conditions ("PTC") are: Open -Circuit Voltage (V �) Short -Circuit Current (I u) Operating Voltage (V mp) Operating Current (I p) Maximum power (P mp)oi Temperature coefficients: BUTT COUNTY OR. 0 2 2008 ®ElTi.oT SERVICES STC I'I PTC 59.0V 55.4V �90 ry"11II BUILJU��'�� 44.0V 40.4V }p� \\I _, :moi` 0.40W38.5W ��VL5�/ V ., V mp -0.28%/ "C 401 mp +0.09%/ "C P mp -0.19%/ "C STC is defined as 1,000 W/m Z irradiance, AM1.5 solar spectral distribution, 25 " C cell temperature. 2 PTC is defined as 1,000 W/m 2. AM1.5, 20 " C ambient temperature,1 m/s wind speed. 3 The power of the ATPV-40 varies in the normal coure of production. Individual modules may exhibit a Pmpof40W+ 10%. FREE ENERGY FOREVER USA 705 Brinley Ave, Bradley Beach, NJ, 07720 Tel 732.988.8668 Fax 732-308-4406 3 N 1 129 0 11 C D REVISION HISTORY ECO REV DESCRIPTION DATE I APPRVD Ih 110-25-041 AV OUNTING CHANNEL MODULE MOUNTING CONFIGURATION SECTION A -A A SPECIFICATIONS !2.075] 0.28 [7,11] MAX 13 0.78 (19.B,] MAX ILLUMINATED SIDE 0.88 (22.35] Mnx rITEN OTY^ PARI OR T NONENCLA7URE OR DESCRIPTION aM" ARE w ttW4.&I SIGNATURES DATC IT, t u OME$t OTED Dvt [IEC. TIL X- 2 XXx .D4 v XXX3 A25 ANGULAR= ALL SLOW V f Ls 7-29-02 1 AV 7-29-02 t..V 7-29-02 w DO r.Or SCALE DUG AUTOCAD DRAWING C 6000010001 B M 60000100BI.DWG 2 1 Smart choice for power XW Series Hybrid Inverter/Charger Electrical Specifications Model - — -- -- — _— XW6048-1201240-60 XW4548-120/240.60 --- XW4024-1201240-60 Continuous output power 6,000 W 4500 W 4000 W Surge rating (10 seconds) 12,000 W 9000 W 8000 W Surge current L -N: 105 Arms (7 sec) L -L: 52.5 Arms (7 sec) L -L: 40 Arms (20 sec) L -N: 70 Arms (20 sec) L -N: 75 Arms (20 sec) L -L 35 Arms (20 sec) Waveform True sine wave True sine wave True sine wave Low -load efficiency 95% 95% 95% Idle consumption - search mode <8W <8W <8W AC connections ACI (Grid), AC2 (Generator) AC1 (Grid), AC2 (Generator) AC1 (Grid), AC2 (Generator) AC voltage 120/240 Vac split -phase 1201240 Vac split -phase 120/240 Vac split -phase AC input breaker 60 A two -pole 60 A two -pole 60 A two -pole Utility interactive Yes Yes Yes CEC weighted efficiency 92.5% 93% 91% CEC power rating 5752 W 4500 W 4000 W AC input voltage range (bypass/charge mode) L -N: 80 -150 Vac (120 V nominal); L -L: 160 - 270 Vac (240 V nominal) AC input frequency range (bypass/charge mode) 55 - 65 Hz (default); 44 - 70 Hz (allowable) AC1 voltage range — Sell mode (automatically adjusts when entering Sell mode)' L -N: 108 - 130 +/- 1.5 Vac; L -L: 214 - 260 +/- 3.0 Vac AC1 frequency range — Sell mode (automatically adjusts when entering Sell mode)` 59.4 - 60.4 +/- 0.05 Hz AC output voltage L -N: 120 Vac +/- 3%; L -l: 240 Vac +/- 3% AC output frequency 60.0 +/-0.1 Hz DC current at rated power 130 A 96A 178 A Total harmonic distortion < 5% Automatic transfer relay 60A Typical transfer time' 8 ms DC input voltage (nominal) 50.4 Vdc 50.4 Vdc 25.2 Vdc DC input voltage range 44 - 64 Vdc 44 - 64 Vdc 22 - 32 Vdc Maximum continuous charge rate 100A 85A 150A---- 50AEfficiency Efficiencyat maximum charge rate 89.4% 90.2% 85.8% Power factor corrected charging 0.98 0.98 0.98 Emissions FCC Class B FCC Class B FCC Class B Multiple -unit configurations Up to three parallel units in 120/240 -volt split -phase configuration t"?!�- Auxiliary relay output 0.12 Vdc, maximum 250 mA DC La':,..` ,—F i," -'—P' Y Non-volatile memory Yes Yes YesZ� t, 1 System network XanbusTM (publish -subscribe network, no need for hubs or special cards) (�`�, Y is �" a �,d t Mechanical Specifications Mounting Wall mount, backplate included Inverter dimensions (H x W x D) 23 x 16 x 9" (580 x 410 x 230 mm) Inverter weight 125 Ib (57 kg) 115 Ib (52 kg) 115 Ib (52 kg) Shipping dimensions 28 x 22'/4 x 10 rh" (711 x 565 x 267 mm) Shipping weight 132 Ib (60 kg) 122 Ib (55 kg) 122 Ib (55 kg) Display panel Status LEDs indicate AC In status, faults/wamings, equalize mode, battery level. Three -character display indicates output power or charge current fault/warning codes. On/Off and equalize buttons Battery temperature sensor Included Included Included Standard warranty Five years Five years Five years Part number 865-1000 865-1005 865-1010 Environmental Specifications Enclosure type NEMA Type 1 — Indoor (sensitive electronic components sealed inside enclosure) Operational temperature range -13 to 158 °F (-25 to 70 °C) Accessories Remote display Optional XW System Control Panel monitors and configures all devices connected to XanbusTM Network Generator support Optional XW Automatic Generator Start module connects to XanbusTM Network. Automatically activates generator to recharge depleted battery bank or assist inverter with heavy loads Power distribution & panel conduit boxes Optional balance -of -systems components for NEC compliant installations, includes pre -wired AC and DC circuit breakers, bus bars and multiple knockouts for conduit and additional breakers Regulatory Approvals UL 1741 1st Edition: 2005 Version CSA 107.1-01 r BENEFITS High Efficiency Industry leading panel efficiency of 17.3% ` More Power Delivers up to 50% more power per unit area than conventional solar panels l Reduces Installation Cost More power per panel means fewer panels per install. This saves both time and money. p Reliable and Robust Design i Proven materials, tempered front glass, and a sturdy anodized frame allow panel to operate reliably in multiple mounting configurations SPR-215-WHT 215 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND PERFORMANCE The SunPower 215 Solar Panel provides industry leading efficiency and performance. Utilizing 72 next generation SunPower all -back contact solar cells and an optimized panel design, the SunPower 215 delivers an unprecedented total panel conversion efficiency of 17.3%. The 215 panel's reduced voltage -temperature coefficient and exceptional low -light performance attributes provide far higher energy delivery per peak ! I power than conventional panels. I SunPower's High Efficiency Advantage — up to 50% More Power ; F Comparable systems covering 25M2/ 270 ftp Conventional �w SunPower Wafts / Panel 165 V 215 I Efficiency 12.01/. 17.3% i kws 3.0 =_ 4.3— V e COL US ` f 215 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND PERFORMANCE - _ Eledrica_I Data Measured al Standard Test Cond6ans grQ htodwnca of 1000/m2, air mass 1-59, and call temperature 25' C Peak Power (+/-5%) Pmox 215 W Rated Voltage Vmp 39.8 V Rated Current Imp 5.40 A Open Circuit Voltage Voc 48.3 V Short Circuit Current Isc 5.80 A Maximum System Voltage IEC, UL 1000 V, 600 V Temperature Coefficients Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. Power -0.38% /"C 015 �- Voltage (Voc) -136.8 mV/"C b W(0661.24 P6.04 I1.eq e..2 p4 I Gm,dt Current (Isc) 3.5 mA/"C Series Fuse Rating 15 A Peak Power per Unit Area 173 W/m2, 16.1 WA2 CEC PTC Rating 198.5 W IV Curve 7.0 Mechanical Data - _ _-- Solar Cells 72 SunPower oll�back contact monocrystalline Front Glass 3.2 mm (1/8 in) tempered Junction Box IP -65 rated with 3 bypass diodes Output Cables 900 mm length cable / Multi -Contact connectors Frame Anodized aluminum alloy type 6063 Weight 15 kg, 33 lbs IV Curve 7.0 Dimensions 6.0 mm 61i 5.0 1000W/-' 4.0 Boo w/m2 3.0 )*C 2.0500 W/ma 1.0 I.ra IG",d1 %V/ml O.O1000 2ss 129.69) 151..21 0 10 20 30 40 50 60 Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. Tested Operating Conditions Temperature - 40" C to +85" C (-40" F to +185" F) Max load 50 psf (2400 Pascals) front and back Impact Resistance Hail - 25 mm (1 in) at 23 m/s (52 mph) Warranty and Certifications Warranty 25 year limited power warranty 10 year limited product warranty Certifications IEC 61215 , Safety tested IEC 61730; UL listed (UL 1703), Class C Fire Rating ( CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Go to www.sunpowercorp.com/panels for details i About SunPower i { SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. I � It 60ctober 2007 SunPower Corporation All rights roserved Specifications included in this ddasheel are subject to change without notice Ooament 90O1d2024 Res• • • I i Q Printed on recycled paper www.sunpowercc � U E , .+Ire ry + BUILDINC 'STOP* APPRO\IFD Dimensions mm 61i i m1200 a s.2 t16) Most I42.2s1 r IG"+d1 2xos.2 I.ra IG",d1 29e rL lJ f 2ss 129.69) 151..21 015 �- m I 1550 Im.2"I b W(0661.24 P6.04 I1.eq e..2 p4 I Gm,dt 12.691 ( CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Go to www.sunpowercorp.com/panels for details i About SunPower i { SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. I � It 60ctober 2007 SunPower Corporation All rights roserved Specifications included in this ddasheel are subject to change without notice Ooament 90O1d2024 Res• • • I i Q Printed on recycled paper www.sunpowercc � U E , .+Ire ry + BUILDINC 'STOP* APPRO\IFD SPRx HIGH EFFICIENCY INVERTERS SunPower high performance photovoltaic (PV) string inverters offer high efficiency, low installed cost, clean design and high reliability. FEATURES & BENEFITS • Peak and average efficiency greater than 94% maximizes your PV investment • Fast MPPT algorithm ensures maximum energy harvest from your array under any conditions • Includes integrated lockable AC/DC disconnect that is NEC compliant as a DC disconnect • Includes a lightweight and versatile mounting bracket that simplifies installation • Modular design allows SunPower SPRx inverters with the same or different power levels to be mounted side-by-side using the wiring box as a wiring raceway • Sealed inverter can be separated from the wiring box enclosure allowing DC/AC connections to remain intact • Bright LED indicators provide system status at a glance • LCD providing instantaneous feedback on power, energy production, PV array voltage and current and much more • Works with all SunPower modules SPRx HIGH EFFICENCY INVERTER SAoUL1741 PHOTOVOLTAIC CSA m.1 a1 POWER INVERTER c us O May 2006 SunPower Corporation. All rights resvw,d. specifications included in this dalasheet are subject to change withwA notice. D --t# 001 08227 Rev •' SunPower Corporation® rP �•�wP,, 1.877.786.0123 Email: sales@sunpowercorp.com www.sunpowercorp.c,'- ry DSU- L'"_._!i+err '�� SPRx Operating Temperature Range -13F to 149F (-25aC to +65aC) Eliminates need for external PV (DC) disconnect. HIGH EFFICIENCY INVERTERS Enclosure Type NEMA3R (outdoor rated) Convection cooled, no fan required Display ELECTRICAL SPECIFICATIONS 49.0 to 51 lbs Model SPR-3300x SPR-3300x-208 SPR-4000x Maximum AC Power Output 3300 W 3300 W 4000 W AC Output Voltage (nominal) 240 VAC 208 VAC 240 VAC AC Voltage Range 211-264 VAC 183-228 VAC 211-264 VAC AC Frequency (nominal) 60 Hz 60 Hz 60 Hz AC Frequency Range 59.3-60.5 Hz 59.3-60.5 Hz 59.3-60.5 Hz Maximum Continuous Output Current 13.8 A 15.9 A 16.7 A Current THD < 3% < 3% < 3% Power Factor > 0.9 > 0.9 > 0.9 DC Input Voltage Range 195-600 VDC 195-600 VDC 195-600 VDC Max DC current 18.5 Adc 18.5 Adc 22.1 Adc Peak Power Tracking Voltage Range 195-550 VDC 195-550 VDC 195-550 VDC - Peak Inverter Efficiency 95.3% 94.6% 95.7% -- CEC Efficiency 94.5% 94.0% 95.0% Night Time Power Consumption < 1 W < 1 W < 1W Output Overcurrent Protection 20 A 25 A 25 A _ Grounding Positive ground for SunPower modules r- 1 MECHANICAL SPECIFICATIONS Operating Temperature Range -13F to 149F (-25aC to +65aC) Eliminates need for external PV (DC) disconnect. Enclosure Type NEMA3R (outdoor rated) Convection cooled, no fan required Display Unit Weight 49.0 to 51 lbs Shipping Weight 57 to 59 lbs j Shipping Dimensions (HxWxD) 34.1 x 20.4 x 10.3" (86.6 x 51.8 x 26.2 an) Inverter Dimensions (HxWxD) 28.5 x 15.9 x 5.7 (72.4 x 40.3 x 14.6 an) Mounting Wall Mount (mounting bracket included) FEATURES PV/Utility Disconnect Eliminates need for external PV (DC) disconnect. Complies with UL and NEC requirements Cooling Convection cooled, no fan required Display Backlit, 2 -line, 16 -character Liquid Crystal Display provides instantaneous power, daily and lifetime energy production, PV array voltage and frequency, time online "selling" today and fault messages Communications RS 232 and Two Canbus RJ45 ports Wiring Box PV, utility, ground, and communications connections. Inverter can be separated from the wiring box Warranty 10 years ® May 2006 Sunt` « Capmvtim. A8 rights reserved. Specifications included in this dagsheel ore subject to change v*t d mice. D --t# 001 08227 Rev " SunPower Corporation® 13 l JTTE CO U N f Y 1.877.786.0123 Email: sales@sunpowercorp.com www.sunpoweirco�r�plam..�I� slot 33.. JJ � yy V 0 W oN�_ Z rx z cr W (D o M LU C/) UJ O N Z Loll J � _ �C7QM Z (D Ja0S z< LU w U�uW W Z n¢a ±2( DC SIG I j C.A (TER I A_ W I f-1 / EX P, G F -SOW Carr= e ogY N o PJ LoA D t TogZ55.oZ -Go0c FbdTING' SEEC2 T Y P* f. PIPE SIAALL- OE. 5U4EDUL-E 4(o STEEL (15,Y"7-#IcK) Fj = 349kS1 DD =Z3/ Z, PIPE 514ALL. SE Jo/NFD w/Tfl 577> wr 77fREADED STELIL Co(JPL.D< W17 -NIA/ Z' -G" of A til /NTE2 /DK Co LUMAJ . (A CoL A&r AT END OF Kew) MINX BEAM CANTIt.E*-K : Z- 2 .3• CONCRETE SHALL BE MtAJ 3000 PSI @ ZB DAYS. M1,YIAJ61 QuAIrY, AND P4-Acmz� MGL UD/NG CoAI501-/GATIoAl 6Y ''RODDIAIG" 02 VIBRATIDA-, PE9 CBC. SEG /905. rovr/ &S 5HALL BE CAST DIRECTLY A6AW57- VUD/STVRBEU A44TIVE SOIL AT 3070A A4 P S I DES OF FOOTI M G . C 6t JTE2 PIPE W FrG, C`o.LS I/EKTICA. L -F /0 y Due- To 5LoPMJ6, 501L SUKFACE, TO P OF FodT W (; SHALL Be c-r�5(oEkt-D Tv THE E1EVA7-lad of 7W EE Lo,4EST AD_1 AC -ENT" Gfr4DE w-rrH ►n1 L5-: COUN ry bF rH C FvoT i N At 5L FPo(zT Fo(Z UN - AC S)AsTEM/ 5OL-AK FAQELS AT- Ka�IAGS P(ZoPE2r`(, yyzy NuMME�2 RU, CtIICc}, c�4 SµErET 1 aF Z KEE-cLAmF I Roj CvUPrx''2 Mint '/e," THiGK WALL - 71 6,NTt-0 5 e° - scv-Ew -- r (G t+TEQ SFIr se-KEw TO 2,{ FT- L6 TbKQUE __- PIP COL-, SEE FLe7VAno,.J IDo n crr SCALE 43 GRADE �I o P-66AK '4 12" LdJG TNKLAVIA HOLE, lge-mo XDS loo Tb Z6 cOW4ZETIF --� Fo >T10G cL- cow = C- Fct:irmjc, SEE ELE VATi o4! PI PE coy-, SSE E L- E QATt oni T rrI D� ` � 1� 2 Do ►JOT scn4F SN NO. 52595 �' ;01 b9,12-31--08 * / CIV1L DATE : 1/- 7 - o S 'SIO ra J -Det SSS. ®z of Z GROUND MOUNTED SOLAR ARRAY (SEE ATTACHED ENGINEERING FOR POLE MOUNTING AND FOOTING DETAILS) 831411 ` ti • I I I� T • I I I I � w N N � - 5712" ARRAY DISCONNECTS o C •iJ.: 7 m m a �. Z my m n C. rARRAY PLOT DETAILS DESIGNED & INSTALLED BY: LOCATION: ALTERNATIVE ENERGY SYSTEMS INC .-< MARK BURINGTON PO BOX 9231 3230 STONEWALL DR CHICO, CA 95927 CHICO, CA 95973 LICENSE # 853351 (C10) 4LZ3 dfiLm THE STANDARD IN PV MOUNTING STRUCTURES'" MLA U -LA Ground Mount Quote and Specifications Page 1 of 8 Quote number: LA-GTB-031708-1051-R2 Quote date: 3/19/2008 9:14:20 AM Structure type: Ground mount Bldg/Eng. code: ASCE7-05 Project name: Mark Burington Web -050308-084828 BUTTE COUNTY Project address: 3230 Stonewall Dr t . � City, state, zip: Chico, Ca 95973 SIN( ` IS10K Customer name: Solar Depot ,�� Contact information: Email: Jesse@Solardepot.Com Phone: 916 381- 235 Installer name: Tim Hamor Installer information: Email: Tim@Solarenergyforlife.Com Phone: 530 345-6980 Input variables - Site specific data Site specifications: Site latitude: 39 degree(s) Wind exposure category: C Seismic zone: Zone III Design wind speed: 85 mph Soil conditions: Mixed Maximum N -S area: 50 feet Footing diameter: 30 Maximum E -W area: 100 feet Dip direction (N -S): N/A Inclination N -S: N/A Dip direction (E -W): N/A Inclination E -W: N/A Design wind load: Structure properties: Array orientation: Array tilt angle: 20 degree(s) Adjusted E -W overhang: N/A Leading edge height: 20 inches Leading edge (rear array): N/A Maximum array height: 92 inches Mounting rail: Heavy duty Adjusted N -S leg spacing: N/A Concrete pad: No Array specifications: Module manufacturer: Sunpower Module model number: SPR-215-WHT Total modules: 108 Modules per subarray: 108 Number of subarrays: 1 Modules per column: 4 Module orientation: Landscape Module mounting: Bottom up Module spacing (N -S): N/A Module spacing E -W: N/A Vertical pipe requirement: 2 inch A53B Horizontal pipe requirement: 2 inch A53B Design wind load: 19.88 psf Array orientation: 210 degree(s) Ground snow load: N/A Design snow load: N/A UniRac DOES NOT GUARANTEE THE VALIDITY of the customer supplied information, which includes but is not limited to the wind conditions, soil conditions, and terrain conditions (slope and slope angle). UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax THE STANDARD IN PV MOUNTING STRUCTURES'" U=JLxA U -LA Ground Mount Quote and Specifications Page 2 of 8 Quote number: LA-GTB-031708-1051-R2 Quote date: 3/19/2008 9:14:20 AM Project name: Mark Burington Web -050308-084828 Project address: 3230 Stonewall Dr City, state, zip: Chico, Ca 95973 Customer name: Solar Depot Contact information: Email: Jesse@Solardepot.Com Phone: 916 381-0235 Installer name: Tim Hamor Installer information: Email: Tim@Solarenergyforlife.Com Phone: 530 345-6980 Design criteria and forces: Specific values: Module length: 61.39 inches Maximum leg spacing E -W: 93 inches Module width: 31.42 inches Maximum overhang E -W: 46 inches Module weight: 33.00 pounds Adjusted overhang E -W: 12 inches Footing diameter: 30 inches North -south leg spacing: 71 inches Footing depth: 24 inches North -south rail overhang: 25 inches Strip footing length: N/A Number of footings: 40 Strip footing width: N/A Number of columns: 27 per subarray Strip footing depth: N/A Number of leg pairs: 20 per subarray Note: Maximum deviation for the above parameters is (+) or (-) 2 inches without approval from UniRac. Note: Footing diameter and depth are the minimum allowable requirements. Nominal values: Average leg spacing (E -W): 86 inches North -south brace length: 77 inches Front brace length (E -W): 97 inches Rear brace length (E -W): 108 inches Hor. brace length (E -W): N/A Min. concrete requirements: 15 cu. yards Note: Bracing is designed to be cut and drilled on site to fit. Seismic force per bent: Total seismic force: Soil friction angle: Footing design force: Front bracing scheme: North -south bracing scheme: Max front leg height: Max rear leg height: Max rear array height: Horizontal pipe requirements: Vertical pipe requirements: Total pipe requirements: Design loads and criteria: 0.11 Kips Wind / snow design load: 2.207 Kips Footing soil volume: 30 degrees Footing safety factor: 1.337 Kips Min. soil bearing pressure Standard Min. concrete density: Standard Rear bracing scheme: UniRac, Inc. 1411 Broadway Boulevard NE www.unirac.com Albuquerque NM 87102-1545 USA 29 inches 54 inches 67 inches 14 @ 21' 14 @ 21' 28 @ 21' 29.46 psf 11.86 cu. feet 1.99 200 psf /ft. 0.15 kcf Standard BUTTE C�UUj -- y 505.242.6411 Ph 505.242.6412 Fax THE STANDARD IN PV MOUNTING STRUCTURES'" Um LA U -LA Ground Mount Quote and Specifications Page 3 of 8 Quote number: LA-GTB-031708-1051-R2 Quote date: 3/19/2008 9:14:20 AM Project name: Mark Burington Web -050308-084828 Project address: .3230 Stonewall Dr i� _. ®� City, state, zip: Chico, Ca 95973 �� IT Customer name: Solar Depot Contact information: Email: Jesse@Solardepot.Com Phone: 916 381-023-5�1 ISION Installer name: Tim Hamor Installer information: Email: Tim @Solarenergyforl ife. Com Phone: 530 345-6980 NArray Shadow print (Not to scale; Does not represent actual array) f A = North to south center to center leg spacing D = North to south cross bracing B = Maximum allowable east to west leg spacing E = ASTM A53B Schedule -40 steel pipe C = Maximum allowable east to west overhang F = Front and rear leg caps Seismic bracing requirements: Zone III Bracing requirements between front legs. Reguired bracing sheme: Standard Required number of braces: 1 Required design capacity: 1.163 Kips Minimum capacity per brace: 2.713 Kips Bracing requirements between rear legs. Reguired bracing sheme: Standard Required number of braces: 1 Required design capacity: 1.163 Kips Minimum capacity per brace: 1.82 Kips Please note: Required number of braces refers to the number of bracing schemes (Le: standard or revised). Revised bracing schemes require multiple cross braces. When more than one bracing scheme is required, the schemes should be oriented so that they juxtapose each other. Schemes should be evenly spaced across the front and/or back of the array for maximum strength. Refer to drawings on the next page for a detailed explanation. UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax THE STANDARD IN PV MOUNTING STRUCTURES— UMLA U -LA Ground Mount Quote and Specifications Page 4 of 8 Quote number: LA-GTB-031708-1051-R2 Quote date: 3/19/2008 9:14:20 AM Project name: Mark Burington Web -050308-084828 Project address: 3230 Stonewall Dr City, state, zip: Chico, Ca 95973 Customer name: Solar Depot Contact information: Email: Jesse@Solardepot.Com Phone: 916 381-0235 Installer name: Tim Hamor Installer information: Email: Tim@Solarenergyforlife.Com Phone: 530 345-6980 KII Seismic Bracing (Standard Bracing Scheme) C [JTTE COUII j AN(r APPROVED 'SSI N Seismic Bracing (Revised Bracing Scheme) Note: Bracing schemes should juxtapose each other for maximum resistance. 2" aluminum rear leg caps include flanges for seismic bracing. 3" steel components require an additional slider below the rear leg cap for seismic bracing. A = Seismic force per leg B = Front and/or rear leg heights C = Cross braces in the east -west direction D = Sliders for cross bracing E = 2" or 3" ASTM A53B sch40 steel pipe or equal. F = Horizontal braces (placed at mid point of legs) Please note: The number of braces required is dependent on the seismic conditions. The braces should be spaced evenly along the front and/or back rows for maximum strength. Braces should be as close to the top and bottom of the legs as possible in order to maximize the resistance during seismic conditions. UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412, Fax E D a —' otz t°.17C s. sf L Note: Bracing schemes should juxtapose each other for maximum resistance. 2" aluminum rear leg caps include flanges for seismic bracing. 3" steel components require an additional slider below the rear leg cap for seismic bracing. A = Seismic force per leg B = Front and/or rear leg heights C = Cross braces in the east -west direction D = Sliders for cross bracing E = 2" or 3" ASTM A53B sch40 steel pipe or equal. F = Horizontal braces (placed at mid point of legs) Please note: The number of braces required is dependent on the seismic conditions. The braces should be spaced evenly along the front and/or back rows for maximum strength. Braces should be as close to the top and bottom of the legs as possible in order to maximize the resistance during seismic conditions. UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412, Fax THE STANDARD IN PV MOUNTING STRUCTURES'" Ucm LA U-LA Ground Mount Quote and Specifications Page 5 of 8 Quote number: LA-GTB-031708-1051-R2 Quote date: 3/19/2008 9:14:20 AM Project name: Mark Burington Web -050308-084828 Project address: 3230 Stonewall Dr City, state, zip: Chico, Ca 95973 Customer name: Solar Depot Contact information: Email: Jesse@Solardepot.Com Phone: 916 381-0235 Installer name: Tim Hamor Installer information: Email: Tim@Solarenergyforlife.Com Phone: 530 345-6980 North - south bracing schemes Standard bracing scheme Revised bracing scheme A = Front leg cap C = Sliders with one set of flanges E = Front/Rear legs (A5313 sch40 steel pipe (min)) Required north -south bracing scheme: Standard B = Rear leg cap D = (Cross braces 7', 105, or 14') F = (Horizontal braces 7', 105, or 14') BUTTE COUNlY 3UILDINC, ..� JISI®N APPROVE® UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412. Fax THE STANDARD IN PV MOUNTING STRUCTURES— U=LA U -LA Ground Mount Quote and Specifications Page 6 of 8 Quote number: LA-GTB-031708-1051-R2 Quote date: 3/19/2008 9:14:20 AM Project name: Mark Burington Web -050308-084828 Project address: 3230 Stonewall Dr City, state, zip: Chico, Ca 95973 Customer name: Solar Depot Contact information: Email: Jesse@Solardepot.Com Phone: 916 381-0235 Installer name: Tim Hamor Installer information: Email: Tim @Solarenergyforl ife. Com Phone: 530 345-6980 Component packing list for 1 structural subarray(s). Qty Part number Part description Wt. each Total weight 54 301008 Rail, Smhd, Mill Fin, 132" 13.44 lbs. 726 lbs. 108 330104 U -La 2" Rail Bracket 1.02 lbs. 111 lbs. 108 2" 3/8 U -Bolt, Ss 0.2 lbs. 22 lbs. 540 3/8 Flange Nut, Ss 0.02 lbs. 10 lbs. 324 3/8 X 1-1/4 Bolt, Ss 0.05 lbs. 15 lbs. 20 330019 U -La 2" Front Cap, Aluminum 2 lbs. 40 lbs. 20 330020 U -La 2" Rear Cap, Aluminum 2 lbs. 40 lbs. 23 330021 U -La 2" Slider, Aluminum 1 lbs. 23 lbs. 20 330101 U -La 2" 7' Brace 9.06 lbs. 181 lbs. 2 330102 U -La 2" 10.5' Brace 13.56 lbs. 27 lbs. 21 321002 Sm Clips, Clr, Hdw @ 20 2.62 lbs. 55 lbs. 12 321001 Sm Clip, Or, Hdw 0.13 lbs. 2 lbs. 4 990342 2" Plastic Pipe Cap, Gray 0.01 lbs. 0 lbs. Total estimated shipping weight: 1,252 lbs. APPROVED Prices are subject to change without notification. Changes to this quote may incur additional fees. Lead-times will be provided upon receipt of a Purchase Order. UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412. Fax 9 z"3 3 :THE STANDARD IN PV MOUNTING STRUCTURES'" U-93LmA " M777 3/19/2008 9:41 AM U -LA Engineering calculations Page 8 of 8 Seismic bracing parameters: (Braces need to be placed in the planes of members A & Q (Please note: Bracing requirements are based on the maximum allowable spacing Sn,a,) Member lengths: (Brace lengths are in inches) Fsz (Front brace length) _ Rsz (Rear brace length) _ Axial compressive strength kc FU �Pn 97.42 126.981 3.163 2.965 107.54 140.172 2.596 2.433 ReviE Axial tensile strength Rn Kips 17.813 Kips Kips 17.813 Kips Required number of braces between front legs: 1 Required seismic design force = 1.163 Kips Design capacity per brace = 2.713 Kips (Please note: Braces can be placed anywhere along the structural subarray between the front legs) Required number of braces between rear legs: 1 Required seismic design force = 1.163 Kips Design capacity per brace = 1.820 Kips (Please note: Braces can be placed anywhere along the structural subarray between the rer legs) Please note: Bracing for seismic conditions does not consider wind or snow actions in either the east or west direction. Due to the small surface area of the arrays on either the east or west side, wind actions are not considered as part of this design. It is also assumed that design wind and / or snow conditions will not be occuring at the same time that a seismic event may occur. Capacity Unit Test Smax (Maximum allowable truss spacing)= 93.23 inches Fsz (Front brace length) = 97.42 inches 2.713 Kips ok FSZangle (Front brace angle)— 0.298 radians Rsz (Rear brace length) = 107.54 inches 1.820 Kips ok RSZangle (Rear brace angle):- 0.530 radians Member lengths: (Brace lengths are in inches) Fsz (Front brace length) _ Rsz (Rear brace length) _ Axial compressive strength kc FU �Pn 97.42 126.981 3.163 2.965 107.54 140.172 2.596 2.433 ReviE Axial tensile strength Rn Kips 17.813 Kips Kips 17.813 Kips Required number of braces between front legs: 1 Required seismic design force = 1.163 Kips Design capacity per brace = 2.713 Kips (Please note: Braces can be placed anywhere along the structural subarray between the front legs) Required number of braces between rear legs: 1 Required seismic design force = 1.163 Kips Design capacity per brace = 1.820 Kips (Please note: Braces can be placed anywhere along the structural subarray between the rer legs) Please note: Bracing for seismic conditions does not consider wind or snow actions in either the east or west direction. Due to the small surface area of the arrays on either the east or west side, wind actions are not considered as part of this design. It is also assumed that design wind and / or snow conditions will not be occuring at the same time that a seismic event may occur. Ar C.ir, r.-, .."t THE STANDARD IN PV MOUNTING STRUCTURES'"UV--V. LA#V U-LA Ground Mount Quote and Specifications Page 7 of 8 Quote number: LA-GTB-031708-1051-R2 Quote date: 3/19/2008 9:14:20 AM Project name: Mark Burington Web -050308-084828 Project address: 3230 Stonewall Dr City, state, zip: Chico, Ca 95973 Customer name: Solar Depot Contact information: Email: Jesse@Solardepot.Com Phone: 916 381-0235 Installer name: Tim Hamor Installer information: Email: Tim@Solarenergyforlife.Com Phone: 530 345-6980 List price quotation for 1 structural subarray(s). Qty Part number Part description Price ea. Extended price Total Kw (DC rated): 23.22 Kw List price per watt (MSRP): 54 301008 Rail, Smhd, Mill Fin, 132" $ 120.35 $ 6,498.90 108 330104 U -La 2" Rail Bracket $ 17.25 $ 1,863.00 20 330019 U -La 2" Front Cap, Aluminum $ 39.10 $ 782.00 20 330020 U -La 2" Rear Cap, Aluminum $ 39.10 $ 782.00 23 330021 U -La 2" Slider, Aluminum $ 18.40 $ 423.20 20 330101 Ll -La 2" T Brace $ 62.10 $ 1,242.00 2 330102 U -La 2" 10.5' Brace $ 89.70 $ 179.40 21 321002 Sm Clips, Cir, Hdw @ 20 $ 25.50 $ 535.50 12 321001 Sm Clip, Cir, Hdw $ 1.50 $ 18.00 4 990342 2" Plastic Pipe Cap, Gray $ 0.95 $ 3.80 Prices are subject to change without notification. Changes to this quote may incur additional fees. Lead-times will be provided upon receipt of a Purchase Order. IF FAXING AN ®DEI THIS PAGE MUST BE INCLUDED. UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax Total list price (MSRP): $ 12,327.80 Total Kw (DC rated): 23.22 Kw List price per watt (MSRP): $ 0.53 BUTTE COu �s Estimated pipe cost (21' foot sticks): $ 70.00 0.62 3UIL®INC Estimated list price per watt with pipe: $ s,:1SJ �+ ' I Estimated concrete cost per cubic yard: $ 150.00 0.10 kW APPROVE' D Estimated concrete cost per watt: $ Prices are subject to change without notification. Changes to this quote may incur additional fees. Lead-times will be provided upon receipt of a Purchase Order. IF FAXING AN ®DEI THIS PAGE MUST BE INCLUDED. UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax v�`'`� i=! THE STANDARD IN PV MOUNTING STRUCTURES'"U.WI.A U -LA Ground Mount Quote and Specifications Page 8 of 8 Quote number: LA-GTB-031708-1051-R2 Quote date: 3/19/2008 9:14:20 AM Project name: Mark Burington Web -050308-084828 Project address: 3230 Stonewall Dr City, state, zip: Chico, Ca 95973 Customer name: Solar Depot Contact information: Email: Jesse@Solardepot.Com Phone: 916 381-0235 Installer name: Tim Hamor Installer information: Email: Tim@Solarenergyforlife.Com Phone: 530 345-6980 Notes Page 1 Please note: AutoCAD construction drawings and one set of "D" size prints are available at a cost of $50.00 per hour. Average required time is 15 hours of work. If interested, please contact Greg Barnes at gregb@unirac.com to schedule this service along with the quote number. 2 Please note: The installer will need to provide steel pipe couplers in order to couple the horizontal pipes together for runs in excess of 21 feet. 3 Please note: The base calculations for this design are available at no cost to engineers reviewing and wet stamping this design. Please email gregb@unirac.com with with the Engineer's contact information including email address along with the quote number. 4 Please note: The design wind pressure of 27-psf is based on calculations from ASCE 7-05 wind loading for an open structure with a monoslope roof. We suggest that you have a local Structural Engineer verify these calculations to ensure their appropriateness for the specific site. BUTTE COUNTY UiL,DINC, 7'V' of APPROVED Prices are subject to change without notification. Changes to this quote may incur additional fees. Lead-times will be provided upon receipt of a Purchase Order. UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax THE STANDARD IN PV MOUNTING STRUCTURES" U- LA 4/1/2008 11:56 AM U -LA Engineering calculations Page 1 of 3 Recommended footing design: Footing tensile design force = 1.1.16 Kips Lateral soil bearing pressure = 200 psf / ft Soil Density = - 0.1 Kcf Soil Friction Angle = 30 degrees = Concrete Density = 0.15. Kcf Footing Diameter = 30 inches = Soil volume = 11.862 cu/ft Concrete volume = 9.817 cu/ft Soil weight = 1.186 Kips Concrete weight = 1.,..473 Kips Resisting Force = 2.659 Kips Lateral bearing resistance = 1.000 Kips Horizontal reaction force = 0:820 Kips Footing Depth = 2 feet = Factor of Safety = 2.38. Input Parameters: L,,. 0. h. W 0.524 radians 2.5 Feet ok (Based on maximum allowable spacing Smax) 24 inches Pipe 2,J)TE COU,i1Ct1I,lln�l�A ction Angle �j;` i�\,, ,o. �'; 4� �U�1U�. l` 3 V: =g THE STANDARD IN PV MOUNTING STRUCTURES'" U[MLA 4/1/2008 11:56 AM U -LA Engineering calculations Page 2 of 3 Lo = length of rail = 9 = tilt angle = h = front height = W = design wind load = Truss Spacing S = Footing Length X = Dead Weight, PSF (of Panel) _ Allowable soil pressure = Concrete Weight = Footing Width = W = a = 10.0698 inches 4 Front Leg Vertical Force, wind up = Front Leg Vertical Force, wind down = Rear Leg Vertical Force, wind up = Rear Leg Vertical Force, wind down = ' 125.68 -.; >. inches -0.912 kips degrees = 0.3490659 -•20.00 ', inches PSF = 0.0002046 93 23 3: ' inches .91 :':' _ . ; inches 4 1'0 PSF = 0.0000285 ;gi-200; y`` PSF = 0.0013889 1;5U. PCF = 0.0000868 24 ' :3 .' ;::::. ; `: Foot= 36 Required Footing Weight, per unit length, q: To prevent uplift: q1 = 0.579 kips -0.912 kips 1.340 kips -1.674 kips 0.031631 kli To Prevent CCW Overturning about left side (due to downward wind pressure): Length of Soil Bearing = n = 51.7236253 inches Overturning Moment = -23.817931 kip -in Required footing Weight per length = 0 kip/in To Prevent CW Overturning about right side (due to upward wind pressure): Length of Soil Bearing = n = 0 inches Overturning Moment = 99.2647581 kip -in Required footing Weight per length = 0.03596115 kipAn radians ksi ksi ksi kci inches k -in QeV4,1 P THE STANDARD IN PV MOUNTING STRUCTURES'" UW91A 4/1/2008 11:56 AM U -LA Engineering Calculations Page 3 of 3 Overall required footing weight per unit length, q = 0.035961 kip/in CW overturning controls Required footing depth = 18.41 inches (WIML= _I - • �' THE STANDARD IN PV MOUNTING STRUCTURES'" UMILA 3/19/2008 9:41 AM U -LA Engineering calculations Page 1 of 8 Quote number: LA-GTB-031708-1051-R2 3 Leg: N/A ws Key: 2L Variable inputs: ° Output data: E LD Il Notes: D 0.6LD %r Members A & C are pipe. HIR e 1� Member E is pipe. C 0.2LD Member B is 6105 aluminum square tube Member D is 6105 T5 extruded aluminum UniRac rail. A Input parameters: LD (rail length)= 125.68 ; ::: inches 9 (tin angle)": .. ` _ degrees= HF (Max leading edge height) WDL(Downforceload)= 29.46,:;:i-:.' psf= Rs (rail Spacing) = 47..-24, : inches LSI (initial leg spacing) _ 00 .'' . '` f ;`: inches WUL (uplift load) _ =25:52 psf = MDLpsf (module dead load psf) = 2:46 psf = S (Design snow load) — 0 psf = Number of N -S braces = 1 SAveEW (Average spacing E -W) — 86 : Inches SZF (Front seismic bracing scheme) — :Standard SZR (Rear seismic bracing sheme) — Standard CBmax(Maximum•crossbrace) = 168....`..:`' inches Smax (Maximum E -W spacing) = 93..p.-'..; Inches Number of leg pairs = 20 `. 48 70.86 t 0.6LDcose R21- -I R� 0.3491 radians 0.00020 ksi -0.00018 0.00002 0.00000 ksi ksi ksi ASCE7-05 wind calcs Max uplift wind load =27 psf 0.00019 ksi Max downforce wind load 27. ."psf 0.0001.9 ksi (Spacing based on maximum cross brace length) (Number of leg pairs are per subarray) Input verification = Variables within Design Parameters __�Z n THE STANDARD IN PV MOUNTING STRUCTURES;' Uaa-LA 3/19/2008 9:41 AM U -LA Engineering calculations Page 2 of 8 Material properties: Vertical aloe urooerties: 2 inch A53B Sch-40 steel pipe I = 0.666 in A = 1.07 int S = 0.561 in Z = 0.761 in r = 0.787 in Fy = 35 ksi Fu = 60 ksi E= 29000 ksi Vertical pipe bending strength: W. = 23.9715 k -in Horizontal aiae oroaerties: 2 inch A53B Sch-40 steel pipe I = 0.666 in A = 1.07 int S = 0.561 in Z = 0.761 in r = 0.787 in Fy = 35 ksi Fu = 60 ksi E= 29000 ksi Horizontal pipe bendinq strength: �Mu = 23.9715 k -in Cross bracing Droperties: 2 in. x 2 in. x 1/8 in. 6105 T5 I = 0.5518 in A = 0.9375 int r = 0.7672 in Fy = 40 ksi E = 10000 ksi Mounting rail properties: 2 kips 6105 T5 Heavy-duty SolarMount aluminum extrusion 2 kips Connection C = strong weak Area = 1.0935 int 1 = 1.4391 0.2774 in .6Lo/rstmn9 = 61.767 r = 1.1472 0.5037 in Fcolumn = 12.417 ksi S = 0.9025 in' Connection properties: Allowable Member Connection Strength (from laboratory testin Connection A = 2 kips Connection B = 2 kips Connection C = 2 kips Connection D = 2 kips ti�U' Lry 3/19/2008 9:41 AM THE STANDARD IN PV MOUNTING STRUCTURES'" UHML=A U -LA Engineering calculations Member lengths (Standard bracing): HR (Rear array height) = 67 Inches FL (Front leg height, max) = 29 inches RL (Rear leg height, max) = 54 inches BNSL (N -S brace length) - 76.56 inches 0.6 LD = 70.86 inches FSZ (Front brace length) = 97.42 Inches RSZ (Rear brace length) _ 07.54 Inches ML(Middle leg height, max) _ 19.000 Inches Member lengths (Revised bracing): HR (Rear array height) = FL (Front leg height, max) = RL (Rear leg height, max) = BNSL (N -S brace length) = 0.6 LD = FSZ (Front brace length) = RSZ (Rear brace length) = ML(Middle leg height, max) - Member axial strengths: kc Fcr OP. N/A N/A N/A 0.804 26.710 15.183 1.528 47.528 27.016 99.791 5.121 4.801 61.767 12.417 13.578 2.436 19.000 17.813 2.689 19.000 17.813 N/A N/A N/A Member axial strengths: kc Fcr OPn N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NA NA NA N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 3 of 8 0.383579083 0.65463188 Member forces based on intial truss spacing (Downforce (Wind + Snow + Dead): Member: Member design strength: Member strength / member force: FR (Force in rear leg) = 1.368 Kips 2.000 Kips 1.462 Fe (Force in WS brace) = 0.950 Kips 2.000 Kips 2.105 R2 (Reaction force, rear)= -1.776 Kips N/A N/A R1 (Reaction force, front)= -0.640 Kips N/A N/A FA (Force in front leg) = 0.640 Kips 2.000 Kips 3.125 FD (Force in mounting rail) = 0.468 Kips 2.000 Kips 4.274 FFsz (Force in front brace)= 0.113 Kips 2.000 Kips 17.657 FRSz (Force in rear brace)= 0.125 Kips 2.000 Kips 15.996 MD (Moment in rail) = 3.816 Kip -in 17.148 Kip -in 4.493 ME (Moment in hor. Pipe) - 16.070 Kip -in 14.982 Kip -in 0.932 controls V2 (Hor. Reaction force, rear)= 0.879 Kips N/A N/A FM(Force in middle leg) = Kips Kips ISO THE STANDARD IN PV MOUNTING STRUCTURES'"U_-_ij.A 4 .1 3/19/2008 9:41 AM U -LA Engineering calculations Page 4 of 8 Member forces based on maximum truss spacing (Downforce (Wind + Snow + Dead): Member: Member design strength: Member strength / member force: FR (Force in rear leg) = 1.275 Kips 2.000 Kip 1.568 FB (Force in WS brace) - 0.886 Kips 2.000 Kip 2.258 R2 (Reaction force, rear):- -1.656 Kips N/A Kip N/A Rt (Reaction force, front):- -0.597 Kips N/A Kip N/A FA (Force in front leg) = 0.597 Kips 2.000 Kip 3.352 FD (Force in mounting rail) = 0.436 Kips 2.000 Kip 4.585 FFSz (Force in front brace) = 0.121 Kips 2.000 Kips 16.462 FRsz (Force in rear brace)= 0.134 Kips 2.000 Kips 14.913 Mo (Moment in rail) = 3.816 Kips 17.148 Kip 4.493 ME (Moment in nor. Pipe) = 13.968 Kip -in 14.982 Kip -in 1.073 controls V2 (Hor. Reaction force, rear)= 0.820 Kips N/A. Kip -in N/A FM(Force in middle leg) = Kips Kips Member forces based on average truss spacing (Downforce Wind + Snow + Dead): Member: Member design strength: Member strength / member force: FR (Force in rear leg)= 1.177 Kips 2.000 Kips 1.700 FB (Force in WS brace) = 0.817 Kips 2.000 Kips 2.448 R2 (Reaction force, rear)= -1.528 Kips N/A Kips N/A Rt (Reaction force, front)= -0.550 Kips N/A Kips N/A FA (Force in front leg) = 0.550 Kips 2.000 Kips 3.634 FD (Force in mounting rail = 0.402 Kips 2.000 Kips 4.970 FFSz (Force in front brace)= 0.132 Kips 2.000 Kips 15.185 FRsz (Force in rear brace)= 0.145 Kips 2.000 Kips 13.756 MD (Moment in rail) = 3.816 Kips 17.148 - Kips 4.493 ME (Moment in nor. Pipe) = 11.885 Kip -in 14.982 Kip -in 1.261 controls V2 (Hor. Reaction force, rear)= 0.756 Kips N/A N/A FM(Force in middle leg) = Kips Kips .S .., '%-W THE STANDARD IN PV MOUNTING STRUCTURES" -LA 3/19/2008 9:41 AM U -LA Engineering calculations Member forces based on intial truss spacing (Uplift (Wind - Dead): Member: Member design strength: FR (Force in rear leg)": -1.185 Kips -2.000 Kips FB (Force in N -S brace) - -0.823 Kips -2.000 Kips R2 (Reaction force, rear)": 1.539 Kips N/A 1.434 Rf (Reaction force, front)": -0.554 Kips N/A R1 (Reaction force, front)= FA (Force in front leg) _ -0.554 Kips -2.000 Kips FD (Force in mounting rail) _ -0.405 Kips -2.000 Kips FFSZ (Force in front brace) = 0.113 Kips 2.000 Kips FRSZ (Force in rear brace)= 0.125 Kips 2.000 Kips MD (Moment in rail) = 3.306 Kip -in 17.148 Kip -in ME (Moment in nor. Pipe) = 13.921 Kip -in 14.982 Kip -in V2 (Hor. Reaction force, rear)- -0.762 Kips N/A 5.187 Page 5 of 8 Member strenoth / member force: Member forces based on maximum truss spacing (Uplift (Wind - Dead): 1.688 2.430 N/A N/A 3.608 4.93 17.657 15.996 5.187 1.076 controls N/A Member: Member design strength: Member strength / member force: FR (Force in rear leg) _ -1.105 Kips -2.000 Kips 1.810 FB (Force in WS brace)= -0.767 Kips -2.000 Kips 2.606 R2 (Reaction force, rear)= 1.434 Kips N/A N/A R1 (Reaction force, front)= -0.517 Kips N/A N/A FA (Force in front leg) _ -0.517 Kips -2.000 Kips 3.870 FD (Force in mounting rail) _ -0.378 Kips -2.000 Kips 5.292 FFSZ (Force in front brace)= 0.121 Kips 2.000 Kips 16.462 FRSZ (Force in rear brace)= 0.134 Kips 2.000 Kips 14.913 Mil (Moment in rail) = 3.306 Kip -in 17.148 Kip -in 5.187 ME (Moment in hor. Pipe) = 12.100 Kip -in 14.982 Kip -in 1.238 controls V2 (Hor. Reaction force, rear)= -0.710 Kips N/A N/A y r� el As' Y fl THE STANDARD IN PV MOUNTING STRUCTURES'"UaMLA 3/19/2008 9:41 AM U -LA Engineering calculations Page 6 of 8 Member forces based on average truss spacing (Uplift Wind - Dead): Member: 93.23 inches Member design strength: Member strength / member force: FR (Force in rear leg)= -1.019 Kips -2.000 Kips 1.962 FB (Force in N -S brace)- -0.708 Kips -2.000 Kips 2.826 R2 (Reaction force, rear)= 1.323 Kips N/A 2.325 N/A R1 (Reaction force, front)= -0.477 Kips N/A 4.33 N/A FA (Force in front leg)= -0.477 Kips -2.000 Kips 4.195 FD (Force in mounting rail) _ -0.349 Kips -2.000 Kips 5.737 FFSZ (Force in front brace)= 0.132 Kips 2.000 Kips 15.185 FRSZ (Force in rear brace)= 0.145 Kips 2.000 Kips 13.756 MD (Moment in rail) = 3.306 Kip -in 17.148 Kip -in 5.187 ME (Moment in hor. Pipe) - 10.296 Kip -in 14.982 Kip -in 1.455 controls V2 (Hor. Reaction force, rear)= -0.655 Kips N/A N/A Design parameters: Smax (Maximum allowable truss spacing)= 93.23 inches Rdefmax (Maximum allowable rail deflection)- 1.012 inches Rdefwsd (Rail deflection under design load): 0.239 inches Rdefdead (Rail deflection under dead load] 0.018 inches Footing tensile reaction design force = 1.337 Kips Seismic zone = Zone III 0.33 Seismic design force per bent = 0.116 Kips Total seismic design force per subarray = 2.325 Kips Rail sufficient ? Yes Array dead load (psf) = 4.33 psf OK OK Us M:C, U - THE STANDARD IN PV MOUNTING STRUCTURES'" LA 3/19/2008 9:41 AM U -LA Engineering calculations Page 7 of 8 Horizontal pipe design parameters: PHmax (Max. allowable deflection of horizontal pipe)— 1.332 inches PHmaxwsd (Max. def. of hor. pipe under design load)= 0.751 inches PHmaxdead (Max. def. of hor. pipe under dead load)= 0.055 inches Smax (Max spacing based on pipe deflectionT 110.83 inches �f WS .2L E LD 0.6L D H a R C 0.2L A V2—* HF 0.6Lpcos Rzfj•' ►tj Rt U -LA Large PV Array Mounting System Ground With Aluminum Connectors for 2 -Inch Schedule 40 Steel Pipe Installation Manual 304 This manual is intended for use by the professional installer in conjuction with your U -LA Component Specifications & Price Quote (hereafter Specs Sheet), which has been sup- plied by UniRac for your unique installation. Please review both documents completely before proceeding. The Specs Sheet is specific to your site. Do not apply it to other installations. )IN( a7i�l� Installer responsibility The installer is solely responsible for: • Complying with all local or national building codes, including any that may supercede this manual. • Ensuring that UniRac and other products are appro- priate for the particular installations and installation environment. • Ensuring safe installation of all electrical aspects of the PV array. UniRac welcomes corrections, clarifications, or other input concerning • © 2004 by UniRac, Inc. this manual. Please write to publications@unirac.com. June 2004 All rights reserved. U11® C° Installation Manual 304 Figure 1. ULA components Components and quantities specific to your installations are listed in the "Component Packing List" on page 6 of your Specs Sheet. 2 i Stainless steel hard- ware can seize up, a process called galling. To significantly reduce its likelihood,([) ap- ply lubricant 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, Galling and Its Prevention, at www.unirac.com. 1. SolarMount rail— Standard or HD (heavy duty) rails support PV modules. 2. Rail bracket—Attaches rail to horizontal pipes. Includes 3/8 -inch hard- ware: 1 U -bolt, 3 hexhead bolts, and 5 flange nuts. 2 5 6 2 4 North-South y l `t Part No. 330104 U -LA Large Ground Array Your installation may require incidental material, such as wood, to construct tempo- rary supports or gravel to promote drainage below concrete footings. East-West 1 3. Rear cap—Attaches back horizontal pipe to vertical pipes. Includes 3/& -inch hardware: 2 U -bolts sized for pipe and 4 flange nuts, and 2 or 4 set screws. Part No. 330020 Installation Manual 304 Part No. 330019 4. Front cap—At- taches front horizontal pipe to vertical pipes and anchors upper end of north -south braces. Includes 3/a -inch hardware: 2 U -bolts and cross -brace bolt sized for pipe, 5 flange nuts, and 2 or 4 set screws. Part No. 330021 S. Slider—Attaches lower end of north -south cross braces to rear legs. Anchors both ends of east -west braces (if employed in your installation). Includes 3/8 -inch hardware: 1 cross -brace bolt sized for pipe, 1 flange nut, and 2 or 4 set screws. 1 Part Nos. 330101, 7' p✓ 330102,10.5' 330103,14' 6. Cross Brace—Provides north -south and east -west diagonal bracing. Extrusion size matches other 2- or 3 -inch components. Be prepared to cut and redrill braces on the jobsite. Material specifications Rails, caps, sliders, rail brackets; cross braces, bottom mounting clips, and top mounting clamps -6105-T5 alumi- num extrusion; caps are welded. Junction plates -6061 T6 1/4" aluminum. Fasteners -304 stainless steel. U -LA Large Ground Array 1 mORAv ;. Landscape mode module mounting Figure 2: Module mounting systems Your Specs Sheet ("Array Specifications," p. 1) will list one of the following module -mounting systems for your instal- lation: Bottom mounting clip—Mounts modules in landscape mode. - Part Nos. 321001 (single) 321002 (pack of 20) Top mounting end clamp and mid clamp—Mounts modules in landscape mode. End Clamp Part Nos. 320001 to 07 (single) V Mid Clamp Part .Nos. 320012 to 18 320008 to 11 (single) (pack of 20) 320019 to 23 (pack of 20) Junction plate—Mounts modules in portrait mode. 0 0 Part No. 321201 r: Portrait mode module mounting Horizontal and vertical pipe (installer supplied)—Minimum requirement of ASTM A53B Schedule 40 galvanized steel pipe in 2" or 3" diameter. Concrete (installer supplied)—Rated for a minimum of 2,500 pounds per square inch. W1�® V Installation Manual 304 U -LA Large Ground Array Planning the array prior to installation On a U -LA truss structure, leg caps, rail brackets, and cross pipe couplers must be offset from one another in the east -west direction. If you are using top mounting clamps, any conflicts among these components can be dealt with easily on site, so there is never the need to deviate from the average east/west leg spacing listed on your Specs Sheet. Go on to "Lay out and excavate leg positions," below. If you are using bottom mounting clips or junction plates, there is a small chance that a conflict will require you to deviate slightly from the listed average leg spacing. Make a scale drawing to identify potential component conflicts (see Fig. 3 or Fig. 4). If one occurs, use one or more of these solutions: • Select a different set of module holes to mount your modules (an option available for bottom mounting clips only). • Shift the position of conflicting pair of legs without exceeding maximum leg spacing listed on your Specs Sheet. • Shift all cross pipes and rails relative to the legs without exceeding maxi- mum cross pipe overhang listed on your Specs Sheet. Cross pipe coupler conflicts and minor conflicts between leg caps and rail brackets, where offsets are near but not below the minimums listed in Figure 3 or 4, can be dealt with easily on site. Figure 3. Planning installs with bottom mounting clips ECS ; t D--► ; X, f- A Create a dimensional drawing that lists overhang (A) and average leg spacing (B), which are listed under "Design Parameters" on page 2 of your Specs Sheet. Determine east -west offsets between vertical legs (dotted circles) to the module mounting holes you intend to use. pn. 4 -*—East-we st—s Modules using bottom mounting clips (landscape) E—D2C-0- r—D--► B X2 11 I .Iii C and D depend on your specific modules. Determine your offsets (X,, X2, etc.). If the offsets are less than the applicable minimum offset below, you will need to slightlyshift legpositions. Be sure to keep within maximum allowable spacing. Bottom mounting clips 2 inch pipe Installation Manual 304 Figure 4. Planning installs with junction plates U -LA Large Ground Array UNMAC E—East-west —i Modules using shared -rail brackets (portrait) Module mounting hole ietc >��E E-0— ►;:--E E��;f Create a dimensional drawing that lists overhang (A) and average plus 171s inches (about 21/2 inches). Always measure the offsets leg spacing (B), which are listed under "Design Parameters" onpage (XI, X2, etc.) from the farther of the two mounting holes. If the 2 of your Specs Sheet. Determine east -west offsets between vertical offsets are less than the applicable minimum offset below, you will Iegs (dotted circles) to the module mounting holes you intend to need to slightly shift legpositions. Be sure to keep within maximum use. C and D depend on your specific modules. For standard nail, E allowable leg spacing. equals 2C plus s/s inches (about 2 inches). For HD rail E equals C —► 2 Y2 : �— :► 12'/i f Std rail '.HD rail UNNEW(IMIN Shared rail brackets 2 inch pipe ft., 5 UNORAC Installation Manual 304 Lay out and excavate leg positions U -LA Large Ground Array Establish your leg locations at the installation site. The north -south leg spacing (A) and east -west spacing (B) are listed under "Design Parameters" on page 2 of your Specs Sheet. Once the grid of leg positions has been established, verify that all angles are square. Dig leg holes to the "Footing diameter" and "Footing depth" listed on page 2 of your Specs Sheet. If you need to promote drainage, go a few inches deeper and fill the difference with gravel. i i B, -. I -- B2 . I , B3 I Figure 5. North -south leg spacing is fixed and listed on your Specs Sheet (Specific Values under "Design Parameters,"p. 2). East -west spacing (B,, Bp etc.) is identical in most in- stallations; see `Average leg spacing a -w" (Nominal Values under "Design Parameters") on page 2 of your Specs Sheet. However, ifyou needed to shift leg positions, follow the east -west spacing you set during your planning session. Figure 6. A length of rebar, a threaded cap, or bolts must be installed at the foot of the vertical pipes to prevent withdrawal of the footing. 6 5; i q; y Figure 6. A length of rebar, a threaded cap, or bolts must be installed at the foot of the vertical pipes to prevent withdrawal of the footing. 6 Installation Manual 304 Select an assembly sequence The assembly sequence depends on installer preference and the size of the installation. Either of these options maybe followed: • If a U -LA has just a few pairs of legs, installers may prefer to assembly the full truss structure prior to pouring concrete. Figure 7 details this approach. • On the larger U -LA structures with many pairs of legs, installers may prefer to place the vertical leg pipes, pour the concrete, and let it cure overnight before proceed- ing. Figure 8 details this approach. In either case, when mounting rails be sure to center them on the horizontal pipes, which will leave about 20 percent overhang on north and south sides. U -LA Large Ground Array UN!►C` Figure 7. FULL -TRUSS OPTION. Footing holes should extend below the frost line. You may elect to use a few inches of gravel at the base of the holes to promote drainage. Loosely assemble the full truss structure, using wood supports to stabilize vertical and horizontal pipes. When cross braces and rails are in place, square up the array and tighten fasteners. Pour concrete after array is fully assembled, save for the modules themselves. Seepage 8 of this manual for instal- lation notes. Figure 8. LEGS -FIRST OPTION. Footing holes should extend below the frost line. You may elect to use a few inches of gravel at the base of the holes to promote drainage. Using wood supports, level and square vertical legpipes. Be certain that legs are precisely aligned and that the front and back rows are parallel. Pour cement and al- low to cure overnight before proceeding. Sighting with a laser level transit, or string line, even the tops of the poles. See page 8 of this manualfor installation notes. Vim® C Installation Manual 304 Installation notes Regardless of your assembly procedure, review these notes prior to installation and keep them handy for reference on site. Shape concrete pillars for drainage Slope concrete away from the legs to promote drainage. " This can be done above ground or slightly below the sur- face. Be sure footings extend below the frost line. Figure 9. Drainage options. Don't forget your sliders! A forgotten for misplaced sliding truss anchor can result in extensive disassembly. To avoid this needless labor, be sure that all sliders are in place and correctly oriented. Rail assembly options for landscape mode All three modules mounting systems facilitate assembly of rails to the truss structure prior to mounting the PV modules. Bottom mounting clips and top mounting clamps provide an additional option: full north -south rows of modules can be assembled to rails prior to mounting rails to the truss structure. This option allows prefabrication and preliminary wiring—even off site, if desired. Recommended torques for fasteners • Set screws for leg caps and sliders: 30 foot-pounds. • 3/a -inch flange nuts for U -bolts on rail brackets: 30 foot-pounds. • 3/a -inch flange nuts for rail brackets and other U -bolts: 30 foot-pounds. • 1/4 -inch module mounting hardware: 15 foot-pounds Pipe coupler positions Remember that cross pipe couplers need to be offset from both leg caps and rail brack- ets. rackets. As a general guideline, place pipe couplers one-quarter to one-third of the way between leg caps and roughly midway between rail brackets. Minor conflicts between leg caps and rail brackets Rail brackets, rails, and module mounts can go together in several ways. If a pair of rail brackets conflicts with leg cap positions, consult the table below. For top mount- ing clips or junction plates, Figures 3 and 4 (pp. 4-5) illustrates the arrangements allowing the least offset between module mounting holes and leg pipe centers. Solutions to minor conflicts between leg caps and rail brackets U -LA Large Ground Array Module mounting style Solutions (employ one or more as needed) Top mounting clamps (landscape) Shift rail toward the end of the module, reversing (if necessary) rail bracket and rail and moving them to the other side of the leg cap. Bottom mounting clips I. Move mounting clips to other side of rail (standard rail only; see Fig. 10, p. 9). (landscape)* 2. Reverse rail bracket and rail, moving them to the other side of the cap. 3. Shift rail and use module mounting holes nearest the end of the module. junction plates (portrait)* Reverse rail bracket and rail, moving them to the other side of the cap. *Rail brackets, rails, and module mounts can be configured in several ways. Figures 3 and 4 (pp. 4-5) illustrates the arrangement that permits the least offset between rail brackets and leg caps. BUTTE CtOUN I N 3UIL INC. Isle �APPI OVt:,u Installation Manual 304 U -LA Large Ground Array WHIRAC Attach modules Module mounts --bottom mounting clips (below), top mounting clamps (p. 10), or junction plates (p. 11)—are shipped with your rail sets. All employ 1/4 -inch mounting hardware. Figure 10. Bottom mounting clips mount to standard or HD rails. This illustration shows the PV modules face dowry as they would be using the prefabrication option, in which full rows of modules are attached to rails prior to mounting to the truss structure. m mounting clips mounting uses a single type of clip, four for each PV module. in be mounted to either side of a standard rail or to one side of . Torque to 15 foot-pounds. HD rail Clip i Standard rail 4 Alternate clip slot W e PV module Purrs Comm or3j N® C` Installation Manual 304 Top mounting clamps Top mounting end clamps (four per north -south row) and mid clamps (two at each module abutment within a row) secure PV modules without using module mounting holes. Mounting bolts slide into the top slot of either standard or HD rail. Torque to 15 foot-pounds. 1 Standard rail U -LA Large Ground Array �r HD rail Figure 11. Top mounting employs end clamps and mid clamps. They mount vi T -bolts to standard or HD rail and are not dependent on the position of module mounting holes. One inch is required be. tween modules and rails must extend 1 r inches beyond modules on each end. ft, 10 Installation Manual 304 Junction plates Each junction plate mounts to standard or HD rails using two hexhead bolts. Be sure that the plate slots are perpendicular to the rail. Snug the modules together as closely as possible (especially with standard rail), which may require loosening the rail bracket flange nuts and shifting the rail slightly. Torque module mounting flange nuts to 15 foot-pounds. U -LA Large Ground Array 4: UNUM ° Figure 12. Junction plates fasten via hexhead bolts to standard or HD rail. Modules are then supported on both sides and secured with module mounting bolt and flange nuts. For both rail types, plates must be oriented with their slots and long side perpendicular to the rail. Pa:e Z'.rl r,�. xr ,. 1VOINIHAV Installation Manual 304 U -LA Large Ground Array 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac, Inc., warrants to the original purchaser ("Purchaser") 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 cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of I) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty isVOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) 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 any circumstances. 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 UniRac's 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. UniRac's limited Warranty covers only its Product, and not any related items. UniRac, Inc. 3201 University Boulevard SE, Suite 110 505.242.6411 f'" www.unirac.com Albuquerque NM 87 106-5 63 5 USA 505.242.6412 Fax 12 _ — STRUCTURAL CALCULATIONS FOR A SOLAR ARRAY SUPPORT FOR KOVACS PROJECT LOCATION: 4424 HUMMER ROAD, CHICO, CA JOB NUMBER: 225.02 APRIL, 2008 FE1/ #- 7 -OF 12 PAGES UNDER THIS COVER MINTZ ff ENGINEERING 5321 GREY EAGLE DRIVE ANDERSON, CA 96007 PHONE: (530) 365-8812 FAX: (530) 365-8882 ;I ��Q�E N � `�' N c 52595 * Ep. 12-31.0$' 09 O6 6 BLJT,, TE COUNTY UfLD; (- .. , eS101,�,_. APPROVED —, S AJ,(.es x 25 „ y 2" y� C-dao 9-r I� 1 Macules x25';. /y.5f3� o ZZ5.Oz j �.'7 � c�:, 'I.W f =15 6 1(0.7v L/ �,5 i 2� , 6(.- Cis l i k , a 1 /y,5t3 ` - =Sin �y,s8 2 ZS • a2. WEST' (,J i Q D P� z Ems'.. - Zs _ G CN E4,u '✓► Ci — l S O z_ _, o o Z 5(, K Z K z# K d 1✓ 2 T -7 (TI, 1, w-3) 2 KZ{ = +'KI K7 k3> , i� K3= -"l Kz.t= /f%)!(39 6/) _/- -10.39 \ ` \n14/m7' +0 ti /a \ z!L _'2_ Z Z� = z=o.5 -� k3 =A. 21 �' Lk 5 -� K✓ -,6i Fr -b C7 vogi� /E"�.rlk ; T, il-, . ��jjP. �L, hjortt "ro lle- eA.s C� So4" Sa° e_�.��) a l0q.; a�� 71,70 Is S 6 =;) Z -a-Z7 L � C1l Pz P = .oo2S4�(,$S)( /.(-)�,/, SS) gs ("1. a) = 2/.'i/,aSt G ; -<�C.c . (, . s . g : . 4--r915 � r- i J- 4 sou i - Q r -f$D , �(~SS 7�1q 4- O,8 —- C, = 21.y Psi 4 cos 2i° = --13.6 F,5 verb- :"t - N, rs "t-N,PSeos 21 °=l3,(oPS� vert w! i�� o�•�� S1Z� e -K I- P a" N s w ^- j ./ ,5 q ne ,Ter, ZZ5,o Z Fl. 2 ,5 MKTN - SDUTN G) rJD O Caw r 4 y el a r-( — .$D K� � a -K Z- � . �,5,-7, 05 (pl-71) K d = . gs CPS Bo) $•4, = t -z = , 0025(0 �.8s) (/) ( 85) 95�(/. o� = /3, 4 PS G; .T5 0 Gam A (fm,, 7 7 Taller �Ows Max j�v,ari; /•$ S►�o vk ax pow•,: 2. Z j Maw �JP�� -�,3 (lows : Max U�I��f: -!.6 /Vl �� 4 "��X do�r = g,�, G C,� c /3. y ps�' l85) 7.2 = ZS f s J'* Cos Zf°= 23.3r5t 13.y (.BsX l,6 _ ' /B,2 rs *-cos Zi° _ — I7.o,>4- CNW F eAax CoM6 = l 7 /• S 3, �! 8S) = 20P5-� �v �c.TP1al 2 <,e.e- P� , Z ; p L ra! "d ,. PMaX "do LI) = i3.�(,as�(ix) = 2o,S Psi � -� cos Zi ° - r 4.1 Psi' Max "'.Pl,�t = 13,y(.�5)� ? 3�= -26.2 �5�' cn5 ZI° _ -24.5 4 � P ZZ5.oZ Pl . 3 Sec, 55 ceD, G 3 S,�s -3(.6,3) _ .8Z Bea.. sN S : 225.0 2 Fj y 30•1 Psi D1. +.�5 W�e,s21'+.Zr7(ZSPS�)+•75(2bcpsZl) 5�a( Ih %oma be�d,',j Z2 y 2 7•S ISS St.(?1 U(7 sPG) = 5w1o.lo its Z „ 5 CA . qo s � i p� r� - O.Sy - -- _ L/r s 313 19c) + )117-1 I S 1 2 �2`�� (2 �'31, 6 od psi ...� L = /0 3 ZZ29Eb ., PA- C4 .J/ 'Ca h Z'' SSG • Yo s+,P p'ee. Vi -1 2' S �.i� yo s4e-,e.l p ip e (Fy : 3 L. A/! beAm jolA 8 'f' a 4 1 iti Tenor J 0 1'�`� 225.Oz f �J S Size- 4c4i= S -For Jowl I oaJ : A-� ,, �o, e)Loco," s,, zooP (7.(.7 ) _ 153 rs�Ps�' ' /•o SF, C° l y0 pi -P S, og') = I z 7I a ze oo4i' Ar _ 'Iy�s� -378 # = y3cF � 2C" X 7,0 "K 201 @ 04&x P= —17r, 'p + o,L (5 ps(' = —114 p5e u Zox 2-3 �—Z sls°r-, �c)u) 3 ; p= -It SPs-r * a,�(SPs�'� _-ZI,5ps� - g 2cF Rocj - 2-1, s -7 cr = [Z-0" K 2O.x 2'' SP G 9 oc, upl� e Koo �l ILt 5 Pct' (.t,) K,,e4e CIaM P # ullo��i��e 1oa� 7lY'� Simplified Building Concepts :: The Kee Klamp Concept Fittings Pipe !i;;na::.'1'_-A.iltia :. 'Fhe, K!.:R Klamp (:on(:ttp! Product Categories Kee Klarnp Kee Lite Kee Guard Pipe BeamClamp Box Bolt Kits Product Types Furniture PVC.: Services Kwik Kit60 Safety Rail Solution) What's New Toeboard Railing Integration Products KeeGivard Installation with Chain Link Fence Custom Rooftop Guardrail Installation Printable Pipe Chart Ware.house Work Cart Built with Kee Klarnp more. Connectors Railings The Kee Klamp Concept News Blog Furniture ri I 5.5 1.888.527.2278 Contact Us Account kF�Ev Shopping Cart Seardh m Projects Product Info :: Browse Kee Klamp Inventory :: The Kee Klamp Fitting I Pipe I Finishes I Colors Quality Assurance I TUV Approval ; Health and Safety. I Specifying Kee Klamp Fittings Other Technical Data may be found in our blog. The Kee Klamp Fitting The simple but effective engineering principle of the Kee Klarnp fitting is Ke@ F the foundation of the most versatile Klam E; P> pipe connection system available. There are many variations of fitting to suit a wide range of applications, thus providing the versatility to achieve virtually any structural configuration. Kee Klamp fittings are inalie.able iron castings man(Ifactured to the requirements of ASM A,17- `1-32510. A range of fitting; to suit eight sizes of pipe is available. A sirnple hex key (see type 99) is the only tool required to create a stronq, rigid ,joint. A recessed stet screw, tightened by the hex key, firmly locks the pipe into the fitting. Set scre,vs are manufaCtu'ed in Case hardened steel and are protected against corrosion by Kee KoatTM. A Kee Klarnp fitting (size 5 to 9) can support an axial load of i 2000 lbs. per set screw with the set screw tightened to a torque of 29 lbs./ft.'' This is normally obtained when the, set screw is fully tightened using a ratchet wrencl-1. L Kee Klamp'"' FITTING MANUAL ...................................................... G Request a Catalog Don't want to wait for mail? Create an account and you can download PDFs of Kee's Catalogs. rating includes a safety factor of The exception to this torque specification is size 6 Kee Lite (Alurninu111) fittings. The recommend set ew torque value for size o Kee Lite is: 19 ft/lbs. [more info) Pipe Kee Klamp Videos Kee Klamp fittings are produced rn a range of standard Sizes to suit Schedule 40 steel pipe, sizes 1!4" nominal tiore to 2" nominal bore.-.; also equivalent sizes of tubing in other rnatenals. Tubing of other specifications ran be used; providing the outside diameter is compatible with Schedule 40 Pipe. Pipe with a wal! thickness of less than 1/8" (:an only be used in lightly loaded struCtUres. Pipe Sizes a! --e sliowrl in the tat*-, srtctional drawings below. http://www.simplifiedbuilding.com/kee_klamp.php 5/14/2007 2 25. az y'-/ �s� Ap, IJo• -so, (� arce� = 20 21 to �. `its r� r_ 1 / Coll .r 1 �J P k \iC'r-i � Ga:� P�C�j c,� area - (S(S 2 2) = 78.3 6� ASCE Figcc v S� PJ 3 3o 7.2 '*4 4 '2,SA" / L = ! + H83 sMzi°a2.73�23Y F3 21 TA k e 2/3 -f A)"' -Sou �o4i'Pra� �u e Y L k ^ lq z l� -787 S L r /2�� z - L I C - z� , 2 15 5 A. i Y, 3va u see wH ksr)�1. 33, 3�,looa P:5f 3 5341 � U 2 ' S,�. yo tear's L 4.Z'toe Max Co Iuw,r,s `llc/8 rates e4 zy 33,9 7,� ►- ,�S7 �(1q (q s _% _ boos psc Fb 1100P,5;,5.ee a kco ✓e . Fe = 7 20 ks, (7le-8) l -Z : (ly>y 0,) +- 500, • 2 25, a Z �lu.ryt� �SrgK� Cpn�O -tea. R Al- S 113 09 �f a� 7 rs �p'j Z11 2 73,3 Ps + psi �= Sa es( 1551 �� K�- _ 2.1�3.1J�129`P.3 < C' _12!a z i - 13, 0O0 psi 5�3 + 3(99 - 'TQ3 '- 0.12ed [.IS er 19700 1-55 1 + / 91 70oPsr _ 4 4-( 5 Psi 13000 31,l000P5 r al 5 T - as 4MIL zq IPcle5, zq I Oq (21.83'j-Zlq Tlno P4 - C> C, CA --L( 0 A qSo le —so,,1, r rri" ro v.l"5!i' �PProu `l•to �9-�l` Z� = 9Z 5F ;> 5;e- 5F SF 3(, SF'(5,t.l DO 2_,6 = /a+ 1 a (e7 EG-Si 4ro (s., --r-2Q tt eck (713 iJ '2 -Iy,85' =Aal4i3 J� LC��"'�� _ ! S S E c = �Z!oJ E2 2/2- 7r F4 OZ 15 Jos; 5qo z 15 t3 L3 & op 6'ree 10� 7) F PH o, �451 _qz290� 31, & oo -7 3t 311 boo 7azo�, Lateral Soil Bearing Design per IBC 1805.7 -i n -t, -z Civil ,--Engineer rev. 1/28/08 Enter underlined values. . ...... . ........ . ................................ n (Constrained against lateral move 28.3 b, diameter _.._._._..._..._...._.._...-----1111.. f -' round - nd - post . . . or - foo tii .. . ........... 2.36b! ft. ..... ........ ..................._._..._.._..._.1. 1.6 h, distance from point o"'-f"ll-a-ti-r-a-11"'1 446 :1P, lateral load, lbs. 200 lateral bearing capacity of soil, p! —3.2 id, approx. deptli-6f"ei66�ai��6f,-'l .......... _111.1.._ Calculations: .............. . Unconstrained: 2.0743731 1A=2. 213.3333 !'SI=1/3 x depth of embedment x 1; ............. ... 3.20 :d=A/2 x (1+(1+4.36xh/A)A .5) .. ....... .... ..............1111.-=---......_.._._......... . ..... Constrained: ---------- - ............ . ....... .. ......... ....... 4 i S3=approx m of embedent ------------....1_1__11. 1.42 i d=(4.25xPxh/(-q.1xb)A C% .. ... ...... ........... . 3.20 ft. 11 = REQUIRED DEPT—Hi i6l-s in.!= REQUIRED ....... .. . ..... . ... ...... ....... (Or diagonal measure - rn . e - n - t - of sa . u . ar . e POLE 40 ro.j ( 1 0" *-, / ) 2, 1 4. C; C- 2 z5. oz Lateral Soil Bearing Design per IBC 1805.7 Run Date: 4/7/2008 -- -------- - --------- S: Mintz, Civil Engineer rev. 1/28/08 ..... ........... Enter underlined values. --------- ----- --- - - .. . . ...... . ..... - ...... ........ .... . ....... . ------- ..... .. . .......... .... ................... . . . ........ n iConstrained against lateral movement ---a-'tground level? y or n ---------- ---....--:-----.-I..........._..- 28.3 b, diameter of round post or footing or diagonal dim. of square, inches ... ... . .. ...... - '-': . .................. �.36 �i ....... ..... . ... .......... ........ ......... 3.1 h, distance from point of lateral load applicafEn-6ground surface, ft. 297 :;P, lateral load, lbs. i ...... . ............. . ................0 0 :Lateral bearing capacity of soil, psfift of depth. See UBC table 18-1-A, p.2-49 ------------- 3.05 A, approx. depth of embedment, but less than calculated required depth, ft. . .. ............. .. . ....... ....... Calculations: .... . .. ...... --- - ---------- -------- Unconstrained: ..... . ............... ..... ... ........ .... 1.449301 ';A=2.34xP/(S1xb) ................. . ...... .-203.3333 51=1/3-x depth of embedment -x" -Ia-t,-., -be-a-r-in-g- cap. ...... . ........ 3.05 ft.= REQUIRED DEPTH OF POLE ... ... ............ -8.3 in.= REQUIRED DIAMETER BELL ----- ---------------- r diagonal measurement of souare DOSt I POLE . . ......... IBEDMENT. SURFACE. • . .. ..... ..... nnfinn 22.5. o-2 fl�. 10 0041'^y5 41 05 Lateral Soil Bearing Design per IBC 1805.7 S. Mintz, Civil Engineer rev. 1/28/08 Enter underlined values. _......_.__........ .._................... _.._._._.__...__.. - - - ._.. _......__...._..... n [Constrained against lateral mov 28.3 b, diameter of round post or foo f cr 9-3 oG Run Date: 4/7/2008 _ ..........:.._...................... --:._....--- ... - - __... -.. _ ......_ . _..... !nt at ground level? y or n or diagonal dim. of square, inches 2.36 ' b, ft. _ ,. _....----------- —..._............................ -------- ----......---:--....�_........__. 4.5 h, distance from point of lateral load application to ground surface, ft. 52 P, lateral load, lbs. ---.._.. - ...._._.._.__....._......... -- ... -->..__......._..__..._._'._._.._..._.__......_._...._..._.................. 200 Lateral bearing capacity of soil, psi%ft of depth. See UBC table 18-1-A, p.2-49 ----------------------- ._.... - -... -------...._.. -._... - _-._......... - ...... .........-._.... _........... -- 1.7 !d, approx. depth of embedment, but less than calculated required depth, ft. ..__..... _ ...... ............. _..._.......-------- ._.....I........_.._....__......._;.... ........... _._............. ...... ..—...... ... — ........... _._....._.__..__.._.. Calculations: _....--'----- ................._....._..__..__.._._..-._....._............ ._......_... _------ ...--- .............. .. U-- -.._......._........ _ n..constrained: 0.455257A=2.34xP/ S1xb ( ) 113.3333 1!S1=1/3 x depth of embedment x la. - --._........,...-- - ._... p...................--._._....-._........_t.._bearing.. cap. ....._._._... ....... _._ 1.74 d=A/2 x (1+(1+4.36xh/A)" 5) _..................._ - - --._..._..- - ----------- -- - - - ...:.--.._.....- -... -'-._...._....... - .............................. .....__.._....._.._. _ ......... --- - -. _........_.... --..._...._......._... Constrained: iS3=a rox depth -...._._...------.._.._._.........._.. _._340 - - -PP..... .__...... P. - of embedment z lat. bearing..aP..._._....._........_.._..__._......._:............ 1.11 d=(4.25xPxh/(S3xb)^.5 ._._._. __._....._................_._.___._..._-_._._..�...._...__....._.-_._._________..._._-..______1..C._.._... ......... ___.___..._... _........ .. ............. .......... __...___...._._._.._.._........_._.................... ..... __..__.. 1.74 ft.REQUIRED DEPTH OF POLE EMBEDMENT. 28.3 in.= REQUIRED DIAMETER BELOW SURFACE. (Or diagonal measurement of square post or footin .) POLE 225•oz f51 Ott C'+ Lateral Soil Bearing Design per IBC 1805.7 Run Date: 4/7/2008 . . ....... . . ....... - - - ------- --- ------ - ------------ ---------- - ......... ... -------------- - -- . S. Mintz, Civil Engineer rev, 1/28/08 ........... . . . ...... . nter underlined values. . . ............. . ..... 1.70 ft. i= REQUIRED DEPTH OF POLE EMBEDMENT. 10alf LAPht-t cc)."fry 28.3 in. REQUIRED DIAMETER BELOW SURFACE. --------- - ......................... . ... -(dr- d- -ia,,-qo"' n-ai- m- e -a- surement of sq'u-"a--r'*e-"'p-"o—st-""o'*-r'Ff-6,oting—.)-"";,-"--,"-"---,--""-":-",--",- POLE ,ZZ57, 0-2 Fa, 12- , � f� 5 ff-U6=y ��K� pp/[ OWNER /(O►I-VCS APNO 3o —3%10 — 0/3 BPVf 06l96 i I 0 Workforce 5 -Shelf Heavy Duty Steel Shelving, 72 In.H x 48 In. W x 2... http://www.homedepot.com/webapp/wcs/stores/servlet/ProductDisplay You can dolt. Wo can ketp.14 View Larger OCI More Views Average Customer Rating > Read Reviews > Write a review Description Workforce 5 -Shelf Heavy Duty Steel Shelving, 72 In.H x 48 In. W x 24 In. D Model UR -245 $72.97/EA Each Sold At Your Local Store Add to My List Add to My Registry -Product shown is normally carried at your local store; availability may vary. -Local store prices may vary from those displayed. 24 In.D x 48 In.W x 72 In.H Workforce steel construction shelving unit with 4 particle board shelves. Heavy-duty rivet lock system provides strength and rigidity. Easy assembly, no nuts or bolts required. 4,000 lb. capacity evenly distributed weight. Shelves adjust every 1-1/2 inches. Unit can be assembled horizontally as a workbench. 24"D x 48"W x 72"H 5 Shelves with particle board shelving Capacity of 4,000 lbs Durable gray enamel finish. MFG Brand Name: Workforce MFG Model #: UR -245 MFG Part #: UR -245 Specifications ADA Compliant: False Assembled Depth (In Inches) : 24 In. Assembled Height (In Inches) : 72 In. Assembled Weight (In LBS) : 100 Assembled Width (In Inches) : 48 In. CircleEFriendly : False Energy Star Compliant: False 1 of 3 4/28/2008 10:25 AM SPECIFICATIONS Nominal Voltage (V) Capacity at C/100 Capacity at C/20 Weight Plate Alloy Posts Container/Cover 12V 265Ah 225Ah 157 (71.2 kg) Lead Calcium Forged terminals & bushings Polypropylene Operating Temperature Range -76°F (-60°C) —,140°F (60°C) Charge Voltage @ 68°F (20°C) Cycle 2.30 - 2.35 VPC Float 2.25 - 2.30 VPC Vent Self-sealing (2 PSI operation) Electrolyte Sulfuric acid thixotropic gel Resistance 4.0 Milliohms (full charge) Terminal SAE 5/8' IX �--� 3 s TAPfR NEGATIVE 11/16" DI:A, 15/8- MIN. POSITIVE Rated non -spillable by ICAO, IATA and DOT Made in the U.S.A by East Penn Manufacturing Valve -Regulated, Gelled -Electrolyte Battery DIMENSIONS Length (mm) 20.75 (527 mm) Width (mm) 11 (279 mm) Height (mm) 10 (254 mm) G`eI Cycle Lile vs Deptti;of Drscfiarge at+25°C: (775 Based on BCI 2 hour Capacity Distributed by: MK Battery 1645 South Sinclair Street • Anaheim, California 92806 Toll Free: 800-372-9253 - Fax: 714-937-0818 • E -Mail: sales@mkbatterv.com WITnE CG*UNI Y APR 0 7 2008 toI The ATPV-40 is a thin-film photovoltaic ("PV")nodule with amorphous silicon monolithically - integrated devices and a stabilized power rating of 40 watts at maximum power point under standard test conditions ("STC'). This module is rated for use in applications with a maximum system voltage of 600 VDC. Physical Characteristics The module is a frameless glass laminate consisting of two 0.125 in. (03 cm) annealed Float glass lites, laminated with EVA (ethylene vinyl acetate) to provide an environmental seal. The ?moduleWinettsronsare125 in^i49��rrs(63arantx 7245ustband[tlte,welghGuapptmdmatelyf276 )bs (123%kg?fi In accordance with the current IEC certification(see 'Ceitifications' j; the module has four aluminum rails bonded to the rear glass. These may be used for mounting, and can hold a 1/4 in. or 6 mm hex head bolt (head diameter 7/16 in. or 10 mm respectively). Electrical connections are made via two 18" (45.7 cm) leads emanating from a sealed boot. For modules to be used in the U.S., leads are one red and one black, 14 -gauge, XLP 600 V ((RHW-2) rated per the U.S. National Electrical Code (NEC) article 690). For modules used outside the U.S, see "Options and Specialty Modules'. Care must be taken when handling and installing the module to avoid edge damage to the glass lites or undue glass stress. Modules are shipped with a slip-on plastic "U" channel protector that must not be removed until after the module is installed. Electrical Characteristics The rated electrical parameters of the module under Standard Test Conditions ("STC") and under PVUSATest Conditions ("PTC) are: ' STC is defined as 1,000 W/m' Irradiance, AM1.5 solar spectral distribution, 25 ° C cell temperature. 2 PTC is defined as 1,000 W/m =, AM1.5, 20 " C ambient temperature, I m/s wind speed. 3 The power of the ATPV40 varies in the normal coure of production. Individual modules may exhibit a P mP of 40 W + 10%. FREE ENERGY FOREVER USA 705 Brinley Ave. Bradley Beach, NJ. 07720 Tel 732-988-8660 Fax732-308-4406 STC"' PTC IL Open -Circuit Voltage (V «) 59.0 V 55.4 V Short -Circuit Current (I u) 1.17 A 1.16 A Operating Voltage (V and 44.0 V 40.4 V Operating Current (I mP) 0.92 A 0.95 A Maximum power (P mdr3j 40W 38.5 W Temperature coefficients: V «, V mP -0.28%/'C Ix, Imp +0.0996/ "C PMP -0.1996/ °C ' STC is defined as 1,000 W/m' Irradiance, AM1.5 solar spectral distribution, 25 ° C cell temperature. 2 PTC is defined as 1,000 W/m =, AM1.5, 20 " C ambient temperature, I m/s wind speed. 3 The power of the ATPV40 varies in the normal coure of production. Individual modules may exhibit a P mP of 40 W + 10%. FREE ENERGY FOREVER USA 705 Brinley Ave. Bradley Beach, NJ. 07720 Tel 732-988-8660 Fax732-308-4406 12.5 0 C ECO IREV D ,EVISION HIST❑ DESCRIPTION length OUNTING CHANNEL MODULE wu SDa Djxjw� s vE go m�c&bm] SDD UT -0 , wccu Nmro DEC. TOLD SD2 X- 2 / r SDI XXt .09 v XXXIA MOUNTING CONFIGURATION FIEF, 3UPPORT DOCUMENT ANGULAR= SECTION A -A SPECIFICATIONS ALL SURF AUTOCAD DRAWING ITEM OT7 PART0 NO. REQ D IDENT. I LIST OF I SIGNATURES DATE CS 7-25-02 AV 7-29-02 n,V 7 -c^9 -C2 DO NOT SCALE DWG A B C 125 (92.075] DATE I APPRVD -25-04 AV —0.20 (7.11] MAX 0.79 (19.81] MAX (s35] ILLUMINATED SI OE �f 0.88 (22.35] MAX NOMENCLATURE OR DESCRIPTION 6000010007 n FILL It E0000I0OBLDWG 1 Smart choice for power xantr XVII Series Hybrid Inverter/Charger Electrical Specifications Model 4. XW6048-120/240-60 XW4548-120/240-60 XW4024-120/240-60 Continuous output power 6,000 W 4500 W 4000 W Surge rating (10 seconds) 12,000 W 9000 W 8000 W Surge current L-N: 105 Arms (7 sec) L-L: 52.5 Arms (7 sec) L-L: 40 Arms (20 sec) L-N: 70 Arms (20 sec) L-N: 75 Arms (20 sec) L-L: 35 Arms (20 sec) Waveform True sine wave True sine wave True sine wave Low-load efficiency 95% 95% 95% Idle consumption - search mode <8W < 8 W <8W AC connections AC7 (Grid), AC2 (Generator) ACI (Grid), AU (Generator) AC7 (Grid), AC2 (Generator) AC voltage 120/240 Vac split-phase 120/240 Vac split-phase 120/240 Vac split-phase AC input breaker 60 A two-pole 60 A two-pole 60 A two-pole Utility interactive Yes Yes Yes CEC weighted efficiency 92.5% 93% 91% CEC power rating 5752 W 4500 W 4000 W AC input voltage range (bypass/charge mode) L-N: 80 -150 Vac (120 V nominal); L-L: 160 - 270 Vac (240 V nominal) AC input frequency range (bypass/charge mode) 55 - 65 Hz (default); 44 - 70 Hz (allowable) ACI voltage range — Sell mode (automatically adjusts when entering Sell mode)' L-N: 108 - 130 +1-1.5 Vac; L-L: 214 - 260 +/- 3.0 Vac ACI frequency range — Sell mode (automatically adjusts when entering Sell mode)' 59.4 - 60.4 +/- 0.05 Hz AC output voltage L-N: 120 Vac +l- 3%; L-L: 240 Vac +l- 3% AC output frequency 60.0 +/-0.1 Hz DC current at rated power 130 A 96A 178 A Total harmonic distortion < 5% Automatic transfer relay 60A Typical transfer time 8 ms DC input voltage (nominal) 50.4 Vdc 50.4 Vdc 25.2 Vdc DC input voltage range 44 - 64 Vdc 44 - 64 Vdc 22 - 32 Vdc Maximum continuous charge rate 100A 85 A 150 A Efficiency at maximum charge rate 89.4% 90.2% 85.8% Power factor corrected charging 0.98 0.98 0.98 Emissions FCC Class B FCC Class B FCC Class B Multiple-unit configurations Up to three parallel units in 120240-volt split-phase configuration Auxiliary relay output 0-12 Vdc, maximum 250 mA DC Non-volatile memory Yes Yes Yes System network XanbusTM (publish-subscribe network, no need for hubs or special cards) Mechanical Specifications Mounting Wall mount, backplate included Inverter dimensions (H x W x D) 23 x 16 x 9' (580 x 410 x 230 mm) Inverter weight 125 Ib (57 kg) 115 Ib (52 kg) 115 Ib (52 kg) Shipping dimensions 28 x 22'/4 x 10'k" (711 x 565 x 267 mm) Shipping weight 132 Ib (60 kg) 122 Ib (55 kg) 122 Ib (55 kg) Display panel Status LEDs indicate AC In status, faults/wamings, equalize mode, battery level. Three-character display indicates output power or charge current, fault/waming codes. On/Off and equalize buttons Battery temperature sensor Included Included Included Standard warranty Five years Five years Five years Part number 865-1000 865-1005 865-1010 Environmental Specifications Enclosure type NEMA Type 1— Indoor (sensitive electronic components sealed inside enclosure) Operational temperature range -13 to 158 °F (-25 to 70 °C) Accessories Remote display Optional XW System Control Panel monitors and configures all devices connected to XanbusTM Network Generator support Optional XW Automatic Generator Start module connects to XanbusTM Network. Automatically activates generator to recharge depleted battery bank or assist inverter with heavy loads Power distribution & panel conduit boxes Optional balance-of-systems components for NEC compliant installations, includes pre-wired AC and DC circuit breakers, bus bars and multiple knockouts for conduit and additional breakers Regulatory Approvals UL 1741 1 st Edition: 2005 Version CSA 107.1-01 Specifications subject to change without notice 0 2007 Xantrex Technology Inc All rights reserved. Xantrex is a registered trademark of Xantrex International. Printed in Canada. c f, eA tttt H Q Al 1 0 rl � � N LL I� 9 ese N �i O � tl j�j L ti 00 g n o L o tl Yv Y s 3 ri d z x0 -s"' w" Sh -&Om* 'O I 3 � � a zt nest e � q�� I. u +' Y O L m V r pLp O Q M 1 FFI � F1 1 d I a I a o d O I 1 4 LL9 10 in IT � o ti �I O � O � N I 1 o 4 4 LL x I I X a Ll X N tl Y u t I m _ I� r xoq .wuegeuao bee) Zt n4S4 -4*m*4 V*qO-0 o BENEFITS High Efficiency Industry leading panel efficiency of 17.3% More Power Delivers up to 50% more power per unit area than conventional solar panels Reduces Installation Cost More power per panel means fewer panels per install. This saves both time and money. Reliable and Robust Design Proven materials, tempered Front glass, and a sturdy anodized frame allow panel 'to operate reliably in multiple mounting configurations SPR-215-WHT 215 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND PERFORMANCE The SunPower 215 Solar Panel provides industry leading efficiency and performance. Utilizing 72 next generation SunPower all -back contact solar cells and an optimized panel design, the SunPower 215 delivers an unprecedented total panel conversion efficiency of 17.3%. The 215 panel's reduced voltage -temperature coefficient and exceptional low -light performance attributes provide for higher energy delivery per peak power than conventional panels. SunPower's High Efficiency Advantage — up to 50% More Power Comparable systems covering 25 m / 270 ftz Conventional SunPower Watts / Panel 165 215 Efficiency -- 12.00/a 17.3% --kW5 — ----3.0 .--- - -- 4.3 C E C& us 215 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND PERFORMANCE _ Eledric6l Data n�awmd m standard resICand vans Isrq: ir,aaianceof 1000/6. air Peak Power (+/-5%) Pmox - nov; 1-59, m d ®o bmpes m 25'C 1 215 W Rated Voltage Vmp 39.8v' Rated Current Imp 5.40 A Open Circuit Voltage Voc 48.3 V` Short Circuit Current Isc 5.80 A Maximum System Voltage IEC, UL 1000 V, 600 V Temperature Coefficients ^ Power _ -0.38%/'(- — 0.38%/'CVoltage Voltage(Voc) –136.8 mV/"C Current (Isc) 3.5 mA/"C Series Fuse Rating 15 A Peak Power per Unit Area 173 W/m2, 16.1 W/R2 , CEC PTC Rating - – Cuaent/vcttoge characteristim with dependents an irradiance and module temperature. 198.5 W J Mechanical Data Solar Cells 72 SunPower ollback contact monocrystalline Front Glass 3.2 mm (1/8 in) tempered! Junction Box IP -65 rated with 3 bypass diodes Output Cables 900 mm length cable / MultimContact connectors Frame Anodized aluminum alloy type 6063 Weight 15 kg, 33 lbs J IV Curve 7.0 Temperature - 40" C to +85" C (-40° F to +185" F) 6.0 50 psf (2400 Pascals) front and back Impact Resistance Hail - 25 mm (1 in) at 23 m/s 152 mph) 5.0 1000W/-' _..� Warranty S 4.0 scow/ 3.0 IEC 61215, Safety tested IEC 61730; 2.0 500 w/;ri2 . 1.0 0.0 0 10 20 30 40 50 60 Voltage M - – Cuaent/vcttoge characteristim with dependents an irradiance and module temperature. _--------_..._. _Tested Operating Condthons Temperature - 40" C to +85" C (-40° F to +185" F) Max load 50 psf (2400 Pascals) front and back Impact Resistance Hail - 25 mm (1 in) at 23 m/s 152 mph) Warranty cool Cerhficahons� V r=—�' _..� Warranty 25 year limited power warrant 10 year limited product warrant Certifications IEC 61215, Safety tested IEC 61730; UL listed (UL 1703), Class C Fire Rating Dimensions mm M ISO1100 a LIilei rOoq..-- ,0.1.1 Ix IGa.dl e..1 t.rel I G—dl Ise W.evl Toe p1.e11 915 M ._.II P6.021112.eq "I lain Il ell "I .1.2 C161ml0eel.Iq I Gua.dI CAUTION: READ SAFET, AND INSTALIAT)ON INSTRUCTIONS BEFORE USING THE PRODUCT Go to www.sunpowercorp.com/ponels for details About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. 0 October 2007 SunPower corporation All rights reserved Specifications included in this ddashoel are subject to chonge without ndice Document #001-02024 Rev ,, Printed on recycled paper t;a �yled p p www.sunpowercorp.cam SPRx HIGH EFFICIENCY INVERTERS SunPower high performance photovoltaic (PV) string inverters offer high efficiency, low installed cost, clean design and high reliability. FEATURES & BENEFITS • Peak and average efficiency greater than 94% maximizes your PV investment • Fast MPPT algorithm ensures maximum energy harvest from your array under any conditions • Includes integrated lockable AC/DC disconnect that is NEC compliant as a DC disconnect • Includes a lightweight and versatile mounting bracket that simplifies installation • Modular design allows SunPower SPRx inverters with the same or different power levels to be mounted side -6y -side using the wiring box as a wiring raceway • Sealed inverter can 6e separated from the wiring box enclosure allowing DC/AC connections to remain intact • Bright LED indicators provide system status at a glance • LCD providing instantaneous feedback on power, energy production, PV array voltage and current and much more • Works with all SunPower modules SUNPOwED. SPRx HIGH EFFICENCY INVERTER 0,UL1741 PHOTOVOLTAIC csA107.1-01 POWER INVERTER O May 2006 sunP— C w,p fion. All righh --d. spadR.. i— inducted in bis dotsheN — kied b dwnge vA hmA nof— D --t# 001 08227 Rev •• SunPower Corporation® 1.877.786.0123 Email: sales@sunpowercorp.com www.sunpowercorp.com SPRx NIGH EFFICIENCY INVERTERS PV/Utility Disconnect Eliminates need for external PV (DC) disconnect. ELECTRICAL SPECIFICATIONS Complies with UL and NEC requirements Model SPR -3300x SPR -3300x-208 SPR -4000x Maximum AC Power Output 3300 W 3300 W 4000 W AC Output Voltage (nominal) 240 VAC 208 VAC 240 VAC AC Voltage Range 211-264 VAC 183-228 VAC 211-264 VAC AC Frequency (nominal) 60 Hz 60 Hz 60 Hz AC Frequency Range 59.3-60.5 Hz 59.3-60.5 Hz 59.3-60.5 Hz Maximum Continuous Output Current 13.8 A 15.9 A 16.7 A Current THD < 3% < 3% < 3% Power Factor > 0.9 > 0.9 > 0.9 DC Input Voltage Range 195-600 VDC 195-600 VDC 195-600 VDC Max DC current 18.5 Adc 18.5 Adc 22.1 Adc Peak Power Tracking Voltage Range 195-550 VDC 195-550 VDC 195-550 VDC Peak Inverter Efficiency 95.3% 94.6% 95.7% CEC Efficiency 94.5% 94.0% 95.0% Night Time Power Consumption < 1 W < 1 W < 1W Output Overcurrent Protection 20 A 25 A 25A Grounding Positive ground for SunPower modules MECHANICAL S.PECIFICATI.ONS Operating Temperature Range -13F to 149F (-25aC to +65aC) Enclosure Type NEMA31Z (outdoor rated) Unit Weight 49.0 to 51 lbs Shipping Weight 57 to 59 lbs Shipping Dimensions (HxWxD) 34.1 x 20.4 x 10.3" (86.6 x 51.8 x 26.2 an) Inverter Dimensions (HxWxD) 28.5 x 15.9 x 5.7" (72.4 x 40.3 x 14.6 an) Mounting Wall Mount (mounting 6mcket included) ®may 2006 SurPev er Ccrponn- All rights reserved. speciRealiens included in dhis damsheei are subject a dmnge wi#W naice. SunPower Corporation® 1.877.786.0123 Email: sales@sunpowercorp.com www.sunpowercorp.com T-Y'M5 Al. PV/Utility Disconnect Eliminates need for external PV (DC) disconnect. Complies with UL and NEC requirements i Cooling Convection cooled, no fan required Display Backlit, 2 -line, 16 -character Liquid Crystal Display provides instantaneous power, daily i and lifetime energy production, PV array j voltage and frequency, time online "selling' today and fault messages Communications RS 232 and Two Canbus RJ45 ports Wiring Box PV, utility, ground, and communications connections. Inverter can be separated from the i wiring box T Warranty 10 years - - D - t# 001 08227 Re. " U -LA Large PV Array Mounting System Ground With Aluminum Connectors for 2 -Inch Schedule 40 Steel Pipe Installation Manual 304 This manual is intended for use by the professional installer in conjuction with your U -LA Component Specifications & Price Quote (hereafter Specs Sheet), which has been sup- plied by UniRac for your unique installation. Please review both documents completely before proceeding. The Specs Sheet is specific to your site. Do not apply it to other installations. Installer responsibility The installer is solely responsible for: • Complying with all local or national building codes, including any that may supercede this manual. • Ensuring that UniRac and other products are appro- priate for the particular installations and installation environment. • Ensuring safe installation of all electrical aspects of the PV array. UniRac welcomes corrections, clarifications, or other input concerning Q 2004 by UniRac, Inc. this manual. Please write to publications@unirac.com. June 200 A All rights reserved. THE STANDARD IN PV MOUNTING STRUCTURES`" U�LA -U--LA Ground Mount Quote and Specifications Page 7 of 8 Quote number: LA-GTB-031708-1051-R2 Quote date: 3119/2008 9:14:20 AM Project name: Mark Burington Web -050308-084828 Project address: 3230 Stonewall Dr City, state, zip: Chico, Ca 95973 Customer name: Solar Depot Contact information: Email: Jesse@Solardepot.Com Phone: 916 381-0235 Installer name: Tim Hamor Installer information: Email: Tim@Solarenergyforlife.Com Phone: 530 345-6980 List price quotation for 1 structural subarray(s). Qty Part number Part description Price ea. Extended price 54 301008 Rail, Smhd, Mill Fin, 132" $ 120.35 $ 6,498.90 108 330104 Ll -La 2" Rail Bracket $ 17.25 $ 1,863.00 20 330019 U -La 2" Front Cap, Aluminum $ 39.10 $ 782.00 20 330020 U -La 2" Rear Cap, Aluminum $ 39.10 $ 782.00 23 330021 U -La 2" Slider, Aluminum $ 18.40 $ 423.20 20 330101 U -La 2" 7' Brace $ 62.10 $ 1,242.00 2 330102 U -La 2" 10.5' Brace $ 89:70 $ 179.40 21 321002 Sm Clips, Clr, Hdw @ 20 $ 25.50 $ 535.50 12 321001 Sm Clip, Cir, Hdw $ 1.50 $ 18.00 4 990342 2" Plastic Pipe Cap, Gray $ 0.95 $ 3.80 Total list price (MSRP): $ 12,327.80 Total Kw (DC rated): 23.22 Kw List price per watt (MSRP): $ 0.53 Estimated pipe cost (21' foot sticks): $ 70.00 Estimated list price per watt with pipe: $ 0.62 Estimated concrete cost per cubic yard: $ 150.00 Estimated concrete cost per watt: $ 0.10 Prices are subject to change without notification. Changes to this quote may incur additional fees. Lead-times will be provided upon receipt of a Purchase Order. d 9 FAXING AN ORDER, THIS PAGE MUST BE INCLUDED® UniRac, Inc. 1411 Broadway Boulevard NE 505.242.6411 Ph www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax ♦ -1 C3 0 I� I 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: 4424 HUMMER RD Owner: Permit No: B08-0778 APN: 063-340-013 KOVACS, LIVING TRUST Issued Date: 05/12/2008 By KCG Permit type: MISCELLANEOUS PO BOX 353 Subtype: Phtovtaic Sys Grnd CHICO, CA 95927 Expiration Date: •05/12/2009 Description: WIND TURBINE (530) 588-6908 Occupancy: Zoning: U Contractor Applicant: Square Footage: KOVACS, LIVING TRUST Building Garage Remdl/Addn PO BOX 353 CHICO, CA 95927 Other Porch/Patio Total (530)588-6908 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Photovoltaic System $421.93 Total Charged: $500.83 Fees Paid: $500.83 Balance Due: $0.00 Receipt No: B7163 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 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 full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 05/12/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's 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 Contractor's 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: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE 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 ® 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for onehundred dollars ($100) or less. ❑IAM EXEMPT under Section B. 8 P.C. for this reason: M'I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SSUED, 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' 05/12/2008 - compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. 05/12/2008 �__ I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building may_ Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit.' I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the prey owner or am authorized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY �'^ r RG. S 05/12/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) VOwner 1:1 Contractor OR. E]Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE 4:(530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. "When tiled, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last.Name QGS Fir;t Name 1 CA"SX R Mailing Address Ll 49W AAVL ?-I> City GA r�� State CA Zi �i.7.are Phone Fax _ E-mail �fi�l tGa 1��7 oti►A� [.fr U„/1 APPLICANT INFORMATION CONTRACTOR Name Address y L111144 ur^M ,, Address State - City Phone,-,,_ 6 � s State Zip Phone Fax E-mail State License Number Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address y L111144 ur^M ,, Address State - City Phone,-,,_ 6 � s State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name r,eLL S Address y L111144 ur^M ,, City� Gv State - Zip, P Phone,-,,_ 6 � s Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION AN M3— 19b Property Add, tia4 uM MOZ tD City C " I C-0 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: LJ r Tu", ni r` Sci FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA es, _ No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds **PERMIT APPLICATION DATA SHEET** Reference Number: B08-0778 Date: 04/28/2008 Location: 4424 HUMMER RD By: KCG Parcel Number: 063-340-013 Sub Type: Phtovtaic Sys Grnd Owner Name: KOVACS, LIVING TRUST. Phone: (530) 588-6908 Description: WIND TURBINE ❑ ❑ The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 ❑ ❑ PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 ❑ ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ❑ City of Bi gs Planning Department, 3016 Sixth Street11 Bs CA 95917 - (530) 868-5447 ❑ Other: iiQ a o a1122roiqnOc ❑❑ Other: "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. Signature of Applicant: Date: 04/28/2008 FILE SCHOOL DISTRICTS ❑ ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 ❑ ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ❑ City of Bi gs Planning Department, 3016 Sixth Street11 Bs CA 95917 - (530) 868-5447 ❑ Other: iiQ a o a1122roiqnOc ❑❑ Other: "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. Signature of Applicant: Date: 04/28/2008 FILE r Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 00pir'_� National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-0778 Location: 4424 HUMMER RD Parcel Number: 063-340-013 Owner Name: KOVACS, LIVING TRUST Description: WIND TURBINE Date: 04/28/2008 By: KCG Sub Type: Phtovtaic Svs Grnd Phone: (530) 588-6908 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: �-- Title:�n-lE1Z_ FILE Date: 04/28/2008 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: D 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://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0778 Location: 4424 HUMMER RD Parcel Number: 063-340-013 Owner Name: KOVACS, LIVING TRUST Description: WIND TURBINE Date: 04/28/2008 Phone: (530) 588-6908 Signature of Applicant: `—T Date: 04/28/2008 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. ° 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 ° 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 UNTILL 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 PL TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. OR NO) 2. I (/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 PHONE CONTRACTORS LICENSE NO 4. 1 PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS 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 Description: WIND TURBINE Reference Number: B08-0778 Applicant Name: KOVACS, LIVING TRUST Owner's Name: KOVACS, LIVING TRUST AP ; Signature of Property Owne Date 063-340-013 L '- THE 2007 CBC, CIVIC, CPO, CEO, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. elwq 0 Atoem%jv=u r-Liftimcs P%IMLO PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS PLANNING DIVISION - BUILDING US9. N ')Nd- Nte: �5r(o,/)70`—1 ELr.'A,) Ly L NOTE SITE CONDITIONS C L It ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: EXCESSIVE SLOPES tQLl Nomm&p- 'KD.- EXPANSIVE SOILS CHIC -o, CPI 959aig EXCESSIVE CUTS OR FILLS ALTERATIONS TO NATURAL DRAINAGE OTHER UNUSUAL SOIL OR GEOGRAPHICAL-------- (f) -36) 5 5-5-� CONDITIONS BUILDING PERMIT# 09P- 07700 Aczczc4mQe,1civ4m PARCEL# 063 - 39`0- 013 BUTIPT"E BUILDINC �SIOI APPRQVEDA -'�an scapino: �11 rl l7 COUNTY APR 2 8 2008 'DEVELOPMENT SERVICES I\ I'. „,",,,too= Techn�a, Sneci�fi�c-�a�t��lon�s Rotor Diameter: 7 ft. (2.1 m) Weight: 47 lbs (21kg) Box: 74 lbs (22.56kg) Shipping Dimensions: 51 x 20 x 13” (1295 x 508 x 330mm) Mount: 2.5" schedule 40 Start-up wind speed: 7.5 mph (3.4m/s) Voltage: 12, 24, 36, 48 VDC Rated Power: 900 watts at 28mph (12.5m/s) Turbine Controller: Whisper Controller Body: Cast Aluminum/Marine option avail. Blades (three): Polypro/Carbon Glass Reinforced Overspeed Protection: Side -Furling Kilowatt hours per month: 100 kWh/mo @12mph (5.4m/s) Warranty: 5 Year Limited Warranty. Survival Wind speed: 120 mph (55 m/s) ooamem.cwoaevC 9 ft. (2.7 m) 65 lbs (30 kg) Box: 87 lbs (39.46kg) 51 x 20 x 13" (1295 x 508 x 330mm) 2.5" schedule 40 7 mph (3.1 m/s) 12, 24, 36, 48 VDC (HV available) 1000 watts at 26 mph (11.6m/s) Whisper Controller Cast Aluminum/Marine option avail. Polypro/Carbon Glass Reinforced Side -Furling 158 kWh/mo @12mph (5.4m/s) 5 Year Limited Warranty . 120 mph (55 m/s) r w' Y. - -- ---------- 9 ft. (2.7 m) 65 lbs (30 kg) Box: 87 lbs (39.46kg) 51 x 20 x 13" (1295 x 508 x 330mm) 2.5" schedule 40 7 mph (3.1 m/s) 12, 24, 36, 48 VDC (HV available) 1000 watts at 26 mph (11.6m/s) Whisper Controller Cast Aluminum/Marine option avail. Polypro/Carbon Glass Reinforced Side -Furling 158 kWh/mo @12mph (5.4m/s) 5 Year Limited Warranty . 120 mph (55 m/s) r w' Y. t Performance Curves 400 r 8 B 4050 30 , p0 �+ lo - 19 0 { l: ',- I (I 0 �r 250 stented ti' mph. ,5 10 15 20 25 30 35 40 45 t 200 m/s 2.3 4.5 6.8 9.0 11.3 13.515.8 18.0 20.3 4 150 rns.antaneau� "'ic:c �}s�eai 100 50 l:\. ; ,,j�® p� �/�� 9 0 mph 4 .6 a L•7 L'9 i Y d�i®Ef a m/s 1.8 2.7 Annual A A Rayleigh Disuibulion Curve k=2 Renewable Enel-gy Made Simple 1801 W. Route 66 o Flagstaff, AZ 86001 USA Tel 928-779-9463 o Fax 928-779-1485 www.windenergy.com o E-mail info@windenergy.com -_------ - 4.80 GEC STORAGE BATTERIES SHALL BE INSTALLED AS nFS[;RIF3F_D BY THIS_.CDDE For Solar WITH CALIFORNIA � COMPLY MNAL CODE- ARTICLE ELEC Q ITS FO G ` 250 RE BOND GROUNDS G AND _ f t Southwast Windpower I -0d00 1000W max Wind Ganaroforw .8MC / Southm.-o Windpowor 11200 cleargo 46nfrollc.r 8 awg 10A Breaker 1-0 __r— , Disconnect (2) Xantrax XW-MPPT60-150 60A Charge Controller - 60A Breaker 60A Breaker = Disconnect Disconnect 48v soffary �tael� �(�Q — 0606 Xontrox XW6048 120/240V 60 Hz 6000W inverter PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKER(S), DISCONNECT(S), FUSE(S),SWITCH (ES) AND THEIR ACCESSORIES AS REQUIRED AND DEFINED IN CALIFORNIA ELECTRICAL CODE BUILDINC; ISI N, rlvy- � ED For Solar NOTES: Wiras for wind Ban run inside polo Generator grounded to ground rod' of beta of polo „q Drawn Sy: J. Hufft Date: 04/08 Kovacs/Top Hat Energy Off Grid Wind Gen Wiring Diagram STRUCTURAL DESIGN CALCULATIONS BUTTE COUNTY APR 2 8 2008 UE SERA MENT PROJECT NAME: TOP HAT III LOCATION: Butte County, California TEN 080007.12 APRIL 113, 2008 TOWER ENGINEERING PROFESSIONALS 06'®-)%Qo BUTTE COUW BUILDING _APPRO Christopher G. Ply, P.E., S.E. I Company Tower Engineering Professionals, Inc. Nov 2, 2006 Designer REG 11:45 AM, Job Number 061289 'Whisper 100/200 50 -ft Checked By: Basic Load Cases A I Q—F— ULL; ues.cripnon %Id-tt; U1 x Dead DL 7 12 '7 0 " -01?�' 'R.M'-�fl F. -MIN fi;" i �WANW hi -07 3 Earthquake EL 5 y—, WW % W. MN eig, .4 FUR 7 -5 Wind on Iced Members WL 7 4 Load Combinations --.01 r'a--f—ol PF—f—Ql (F:nPfnrR1 (.F:nr-tnrR1 r Factor RLC Factor Oulve DescriDtion r-UU1Ld OnQ� I — . --- ---. -- - Y Ti - -- --- Yes� 1 Comb 1 1 1 11. 4 70— iGOmb 2 YKes tAiF' S I'M1 Q1 4-22 3 Comb 3 Yes Y 1 1 1.2 2 1.6 af - &�%76OSn -- 5 Comb 5 Yes Y 1 1 .9 2 1.. 4 WON' 7 Comb 7 Yes Y 1 1.2 4-1-2 9, W, AWA �, SIN t 5 W-11 OWIM 16. M1 I W -MM -9 WWG rdrb, U-1 ZOW'11 M — F —9 . Comb Y - .9 5 1 1 - I I- . - - !0 General Material Properties Label r- I NZ111 - I—. -— .145, 1 aen 'Conc3NW 3155 1372, .15 .6 WINEiEP,,M,56 e A 40', WO "Vt -,-! ffl&r P 30 WRON 3 1 aen Conc3LW 2085 906 .15 .6 .11 WAR &W12,64fic, W U1111b ONO:1 5 aen Alum 10600 4077 .3 1.29 .173 OW W -SW -C-Mffik 50"QW RIGID 1e+7 0 1 0 u IM � "W-05 1, KI VO NO W, AS N I x nl. (0. W-6, SO -11, - � Joint Coordinates and Temperatures rw r--- rM - r"%Mhr-k r:r— r);- 0 M-11' MO% 3 3 0 .30 0 so FRAMM"A, 5 5 0 50 0 0 WINN 7 G2 25 '0 0 0 RIVANIM—UP901"N's 6 -MON -0— OXWOMW I 100-061=1 9 G4 -25 . 0 1 0 0 Joint Boundary Conditions v m.4 ri. W—Al \r D.,* rL tw—n 7 D^f r4-f+1r'nr41 Pnnfinn JU111L -- — LnLLL!J-- - 1 G1 Reaction Reaction — I . . —.. - - - Reaction - n W I - � AM MA Y9 b7t i FnW REMUS G3 Reaction Reaction, Reaction WRO5 AMMOG74-WO; W RR re rdJU 1 .032 1 -9 R "on- - 1A."VOWN -�5 1 Reaction I 'Reaction I.Reaction I RISA -3D Version 6.0.1.5 [H:\2006\1289-Whisper\13&14-100-200-50\RISA 3D\50 -ft LC #1.r3d] Page 1 Company :.-. Tower Engineering Professionals, Inc, Nov 2; 2006 Designer :REG Checked ed Job Number .: , 061289 Whisper 100/200 50 -ft Checked By: IIO..... 1.wr �rim7r� ri91f9. . Member Advanced. Data I nhpl I Release _J Release I Offsetfinl J Offsetfinl T/C Only Physical TOM I 'Inactive .l ?Yes,&$ t� 3 3ses" 5 ar GUY1 Tension Onlyes �+R�k;TensionTgglI aw,Y"es' 'g 7 GUY3 Y Tension ON Yes �Y - . — 8u�GUNr4rt�Tenslon`OnlWRIYes# 9 GUYS ension nl ONI' '�'�' �-.�� s`;�� .� 11 GUY7 Tendon ON Yes 1N2�GUslo YTen"Onl 13 GUYS Tension Onl Yes �, s _ ; ; ,3 TT'ens`ionOnlYes 15 GUY11 Tension Only Yes 16 CGU=X12�i�TensionOnl31'?es� Joint Loads and Enforced Displacements (BLC 1 • Dead) Joint Loads and Enforced Disniacements (BLC 2 •Wind) RISA -31D Version 6.0.1.5 [H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #1..r3d] Page 2 Company Tower Engineering Professionals, Inc. Nov 2, 2006 Designer REG 11:45 AM Job Number 061289 Whisper 100/200 50 -ft Checked By: Joint Loads and Enforced Displacements (BLC 2: Wind) (Continued) L.;..♦ I .. f.,.l 1"ll KA KA -4. Hari, L_f+ in -1 4^cn9/ffl Joint Loads and Enforced Displacements (BLC 3: Earthquake) WM I opal 1 n f,A nirarfinn. hAnnnih3Hallr L --ft in rani 1e°cA9/ftl Joint Loads and Enforced Displacements (BLC 4 : Ice Weight) -Inint I ahal I n AA nirartinn Mannitllrlork k -ft in rayl k'c^9/ftl 1 5 L X .001 3 GUY3 T -27.91 -27.91 ' 0 f 0 3 3 L . X..002 ;_r�_ � i.sr ,. i .�s� -.• - rn1ti�3 ..., y .r t . + Off �: a s; s �.�00'+ r� s;i'n's'3 5 5 L X 0 Joint Loads and Enforced Displacements (BLC 4 : Ice Weight) -Inint I ahal I n AA nirartinn Mannitllrlork k -ft in rayl k'c^9/ftl 1 5 L Y 0. 3 GUY3 T -27.91 -27.91 ' 0 f 0 3 2" L Y 0. am W", 0 'Y 5 3 L Y 0 6s� mOfM4 _4 ak f Z` A L X � � PUMN 0- 11=1 ` Q ;' i 1 NN 14001 r�� 7 1 4 L I Y 1 0 Joint Loads and Enforced Displacements (BLC 5: Wind on Iced Members) Inint I ahal- I n KA ni-tinn , Unnnifi viaflr le -ft in mri k'cA9/ffl 1 5 L X 0 3 GUY3 T -27.91 -27.91 ' 0 f 0 .4 ,;r.. 'GUY4-W W 3 2 L X 0 W' 0011940 00-110 5 3 L X 0 6s� mOfM4 _4 ak f Z` A L X � � PUMN 0- 11=1 ` Q 7 4 L X .. 0 Member Distributed Loads (BLC 1: Dead) ` �Aamhar I ohal rli- inn C+nr+ ftA-i+nHarlr/ft Hanl CnH hA-*'h,H CMrf 1 n -c -r - CnH 1 -C-m 0/_1 1 GUY1 T -27.91 -27.91 0 0 3 r t.-- „ �, ,, ti I " - 9 WRI 0" � I e2. � � �`GUY2 � '. . �. =�.T:�.-: _ i� � .. ��:=217,�9�1;_- a �*>2F7. 1 ��.� �e,0.�`y 3 GUY3 T -27.91 -27.91 ' 0 f 0 .4 ,;r.. 'GUY4-W W DSMEORSaW � 5 GUY5 T -27.91 -27.91 0 0 7 L GUY7 T -27.91 -27.91 0 0 �; s �f � �'�'• s-.� r _^,tf - . t' . . z, m - �' �•-'-: 0. 8 . �-�G U.Y8 ��i�,T�,� ��-�,-:��:2;7�9;�1.�� 2r7.�9,>1� r 9 GUY9 T -27.91 -27.91 0 0 04OkGU>Y10T'�27'9=1" �t279�10��n0' 1.1` GUY11 T -27.91 1 -27.91 1 0 0 12 G'U81(1,2 T, ( 2{7 91 WNW -Sir 'AiRm0 °GUM Member Distributed Loads (BLC 2: Wind) KA -Kar 1 ahnl rlirarfinn CMH 11Aannifh,HcrL/ft .innl C -A KAannif:.H Q+..r+ I .a.nfi-nr C..H 1 .+i....f4 D/ 1 1 1 X .0147 .0147 0 0 � F- =s> � Vis; y': .° ".Y'k 'CR' '�," - -r IRWINE s;�� 041.4°7.� � 1F47... ..R.� .''ice__ 'h 31.e1: 6.45ti- 3f'? 0'.i 1 3 3 X .0147 .0147 0 0� �4',:�.. ��. -r4� •�' �� `�f1:, ,, ., .. � 014/ � � � 3 �. RISA -3D Version 6.0.1.5 [H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #1.r3d] Page 3. Company Tower Engineering Professionals, Inc. Nov 2, 2006' Designer REG 11:45 AM Job Number : 061289. Whisper 100/200 50 -ft Checked By Member Distributed Loads (BLC 4 Ice Weight) Member Label Direction Start Macinitudeft/ft.deal End Ma nitud...Start LocationL End Location ft % 1 1 Y 0 1 0 0 0 tf�:�� .0� ��4.M2Nr �Y�M."r n-1 ��:i2 �3.-.,,O..n 3 3 Y 0 0 0 0 '-c': k�}, i ` "Y&'Sg�' ly:;,^ ++i .",;r„x' nom; -twow F'.t11�,+rc Nr N w.4 ! 1: a.Or .i s;:" 0 Member Distributed Loads (BLC 5: Wind on Iced Members) �Ae.nL,er I -,he1 r ;-fi- Cfnrf 11 -ih rrinflr/ff rinnl Gnrf KA -if -i R}ort 1 - innf Fnrl I nr finnfff om -------- --- -------- - 1 1 X 0, 0 0 0 2 a, -f • M �� _ pa�3 s T,� O% � `! Y ' i l? its' „. 3 �'I RANK *zOfi:� . �� ; MEMO ',Ory `:v ' o >. WIN 3 3 X 0 0. 0 0 a' S v t #r fi n w k fr r4 :. :0, ` ' Enveloue Joint Reactions 9 5 ax 4.931 3' 0.. 1 0 1 0 1 0 1 .596 3 3gn0w N a Ilk O0m z�1Ot 3 G2 max .854 1 -.053 5 0 2 0 1. 0 1 0 1 � �._ �> vE .3iy:Ti�'� ��, i l.: �S +f O "C I F mom � , S� NOW 4� : � ;�� ; t m i n� � �,:.055p-,� 5�r �-: _91;84 1�. �0� 6'` ;��.Os�� . �1 OxI�` ,.�,1,a m _,0� :��1=`1 5 G3 max .003 5 -.548 5 .854 1 0 1 0 1 0 1 ., kj y..Z.4,: , m .�..y: .q .@v r ..` "y}� , -Y '1V ';. 4,6 r g h;.. r �' '+N i r �.t.:��,� �m i n� �t� OA.�I�'�± 4� may, a�9.1i8� �1� �: St1:6'''. ,�5 �;®. � 1 �,�?O��r,� ��1�} ��01�'�S �1` RUM 7 G4 max 7.549 9 -.59 9 0 4 0 1 0 1 0- 1 - L.i..♦ Y m 1.. V O.1 In 7 m . Ir 11AV rL_f+1 Ir AAV flr_ffl In FIA7 r4_ffl Ir 1 G1 max _ .003 , 5 -.548 5 -.516 5 0 1 0 1 0 1 9 5 ax 4.931 3' 0.. 1 0 1 0 1 0 1 .596 3 3gn0w N a Ilk O0m z�1Ot 3 G2 max .854 1 -.053 5 0 2 0 1. 0 1 0 1 � �._ �> vE .3iy:Ti�'� ��, i l.: �S +f O "C I F mom � , S� NOW 4� : � ;�� ; t m i n� � �,:.055p-,� 5�r �-: _91;84 1�. �0� 6'` ;��.Os�� . �1 OxI�` ,.�,1,a m _,0� :��1=`1 5 G3 max .003 5 -.548 5 .854 1 0 1 0 1 0 1 ., kj y..Z.4,: , m .�..y: .q .@v r ..` "y}� , -Y '1V ';. 4,6 r g h;.. r �' '+N i r �.t.:��,� �m i n� �t� OA.�I�'�± 4� may, a�9.1i8� �1� �: St1:6'''. ,�5 �;®. � 1 �,�?O��r,� ��1�} ��01�'�S �1` RUM 7 G4 max 7.549 9 -.59 9 0 4 0 1 0 1 0- 1 ,y ,, - ! 3" ^7-.;-z•(` � .- _ S , n qfi*^ .F i'rs ti � "` TY O v _ 211.05 1z 3t' x.2.9.32 30^ X5''®1' .. 0: t1 .,. `©z1 TENN 9 1 a max 0 1 5.035 3 0 5 0 1 0 1 0 1 X1°0 " f " �'min, 0--.-�TMwW; 5� I'M2�684¢ i �6 ��0 ME=�0� � � 1 �`�0 � I� MANOR 11 Totals: max 0. 1 :502 1 0 ' 9 7 rvr .: •w i C t+.:� , Vit' .r : Eu Y a x. _ 1'2 mlflk � 2 036 5� M.0 `- StQ:0 Oul S EnveloQe Member Section Forces �Anmhcr Con AviolfLl In v Ck-n l In Ch-ro In T --,,n In . v KA -nn In KA --m- -I, 1 1 1 ax . 5:035 L 3 .137 5 1 0 1. 0' 1 0 1 0 1 95 MAW min 1SWU 12,4119 x ., ONSO440 - 01 010 0M I H0 A W'N', '�`��W� Y 9 5 ax 4.931 3' 0.. 1 0 1 0 1 0 1 .596 3 3gn0w N a Ilk O0m z�1Ot 11 2 1 ax 4.164 3 .179 3 0 1 0 1 0 1 .483 3 1 1>2 t 4 � f min ?230`15 fi 0 ON � °;0� � s >�0 �1 �� O ;s+� r1n 0�� 1t �, 19 5 ax 4.059 3. 0 :. 4 '0 1. 0. 1 0 1' .462 5 aC • rte= .. yr s r,t-. ' ° v3r+'':'^:c? • '. AIN:Y Y° n Olti ' 20 ,� �; min: ��1�.937 P6� ��•s1c75^ �5�� f0�� 'ly. �'0;�� 1*��xOE� �1� �;`�0!� �t��4�c��,� 21 3 1 pax, 2.996 3 '056 5 0' 1 0 1 0 1,. .418 5 u .. U 22 1W.10' �.11WO = J �11tS.09,7 : i6 t 0 _ 4 l t0 51 0 1:;: r O.s �1 �N0 `�R 29 5 ax 2.892 3 0 1 0 1 0 1 0 1 2.233. 3 31 4 1 max .105 1 .762 3. .0 1 0 1 0 1 3.516' 3 Will sI N ROME min x.OR �5 � MOON! ."'N x`_904" �1 S M'6)0-I� 0� '; 39 5 max. .064 1 .644 3 • 0 ' 1 0 1 0 1 0 1 40 ,�; MONO .min ;�0-WFSS: t�' ;�0r-�., =s-WZ z:0filat '$1 K:011`�`, DiV r©�'"�.1 SA30%, .:,�{.�0RAMO,s 41 GUY1 1 max -.276 5 0 3 .004 ' 5 .007 3 0- 4 0 1 MEN" 49 5 max -.276 5 0 3 .004 5 .007 ' 3 .045 51 0 6` -�'t"VM 51 GUY2 1 max -.026 5 0. 1 0 1 0 1 0 1 0 2 952 WM � ;minBOY443. MR 0 � �1 M 0�� 1<�i� �006�'� -" 0�5 �v.015 59. 5 ax -.026 5 0 1 0 1 0 1 0 1 5 61 GUY3 1 max, -.276 1 5 0 3 0 14, 0 4 .07 5 0 1 RISA -3D Version 6.0.1.5 [H:\2006\1289_Whisper\13&14 100.200-50\RISA 3D\50 -ft LC #1.r3d] Page 4 Company Tower Engineering Professionals, -Inc.. Nov 2, 2006 Designer REG 11:45 AM Job Number 061289 Whisper 100/200 50 -ft Checked By: Envelope Member Section Forces (Continued) MemberSec Axiall Ic v Shearl Ic z Shearl Ic Toraue.. Ic v -v Momen... Ic z -z Momentlk.. Ic Et'221 211? L, -E , id-AN�44 W �R, FS'l 2414U.b A-!, 69 5 max -.276 5 0 3 0 4 0 A 0 4 0 6 NwmffiMwWfiww& ag&Nam ow09% 9096o wwmmumin59DWR 71 GUY4' 1 max -.285 9 .006 5 0 1, -0 1 ' 0 1 .106 5 79 5 max -.285 9 .006 5 0 1 0 1 0 1 0 6 VIOUS, ,iC-1�V h FB4.` Or k6� 0M= A I � 1`2% 0, SR", 1; R I'Zim" M 2 r, VU zi 666� OM 81 GUYS 1 max --.252 5 0- 3• :002 3 .006 5 0- 1 0 3 Aijffi0-,---.7 amt"tl E'67,00N Rig X 5-49!`0 2 Q3 f =0 V§R 89 5 max -.252 5 O 3 .002 3 .006 5 .028 3- 0 6 Nonow am M609mgm 2MROMM W -& 9. wwo 121 O&MMUN111 Stm 91 GUY6 1 Fnax. -.051 5. 0 5. O 1- 0 1 0 1. .006 5 fifii H fl 6. rl. R5 fl -§ tr, V, M Kl RRET0 99 5 max -,051 5 0' 5 0 11, 6 1 0- 1 .004 2 117, tF ORMOD UMM: N =09" N MMM rig ORM N mmml- AR ml,-@�-Nbff MR 101 GUY7 j max -.252 5 0 3 -, 0 1 0 4 .062 3- 0 3 109 5 Fmax -.252 ' 5 0 31' 0 .1 , 0 4 0 1 1 0 6 ? I 'In RWIIXRM�ffliffi v. +"$ 'ti r7' 16111 MMU'd MW 0 0 �-R I tv 6 WOMM5 111 GUY8 'l max -.271 . 9 .003 31 ' 01 1. 1. 0 1 1 .07 3 Hvl2l WSRM W MW 0 R. MMKOMMOT UPMMENt0q, f ON W RUE 119 5 max -.271, 9. .003 3 0 .. .1 ..0- 1 0 1 0 6 121 GUY9 1. max -.244 & ;0 5 0 .4 .034, 5: .126 3 0 6 Ra, wo "M i6l �N�w 1--1 F 111911111rr W 410140ROPSUR1,11.0, UIR:0111 ffl%6 129 5 max. -.244 5 5 0 4 .034 5, 0 4. 0 6 ril'T60 f%W-h-NIM RNW:V ;min I* '141?9f �: 1 S Ot' LSr99 �'0111� 5; d?0 r4+ 426 Cyt R 10 ' �`� 3� R uM. 131 niff- 131 GUY10 1 max ' 0 21 0 1 0 1 0 1 0 1 0 2 P'R-KPRFlrMlVtlPlZ W14101. 401 1MMIA, 139 5 max Or, 2 0 1 0 1 Ol 1 0 1 0 �2 «14,O 10 MAs NO rl R 9, kU--FFXfR:YTl' `Afl�"4 MINNOW NE &_-,TCj j,,rQ 141 GUYll 1 max -.244 5 - 0 ' .5 .011 5 0 4 0 4 0 6 149 5 max -.244 5 .0 5 .011 5 0 4 .426. 5 0 6 %11.F&- U, NNO, 034 U M 4' 99EVON RV46-9f 151.GUY12 1 max -.269 9 0 4 0 10 1 0 1 1 0 6 AW, IT "S =R 159 5 ax -.269 91 0 14, 0 1 0 1 0 1 .516 5 O�' ff5j� I Ki � I WORAS I 11-M El� I K&W R WE., Envelope Member Section Deflections nee., K- Q-, r 1 1 max. 0 1 0. 1 0 1- 0 -- 1 NC , 1 NC 1 9 5 max -.01 6 0 1 0 1 0 1. NC 1 NC 1 11 2 1 max -.01 6 0 1 0 1 0 1 NC 1. NC 1 0% INVInI WN 0215UNIf 0 3y209 -a MCI 19 1 5 max -.017 6 0 1 0 1 0 1 NC -1 NC 1 IMUMORM = R&M 99033' M NUMM75YI ==%lM WHOM 90 M149M MO. W 21 3 1. max 7.017 6 0 1 0 1 0 1 NC 1 NC 1 Ex 'EK -0 an 29 5 Imax, -.021 1 6 0 1 0 1 0 1 NC 1 NC N fWMET, -F-.f XHAR W-10,3-%. IRYT�ll Ex "A 560011-11111010 "Affi.41W36016iS w a6mmu qe�"' I 1C t -l! V 31 4' 1 max -.021 '6 0 1 0 1 0 1 NC 1 1 NC 1 H-rhfiE5-QA4",A K 1192 831 5R M-21-1-0;rL-N 0`2wlarv, Ismin 11mam, RISA -31) Version 6..0.1.5.. [HA2000289-Whisper\13&14 100 200-50\RISA3D\50-ftLC#1.r3d] Rage 5 Nov 2, 2006. Company Tower Engineering Professionals, Inc. 11:45 AM Designer :REG Whisper 100/200 50 -ft Checked By: Job Number : 061289 __ ^-- n.,F�e.•*:nnc (Cnntinued) Page 6 RISA -3D Version 6.0.1.5 [H-X2006\1289_Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #1.r3d] t Tower Engineering Profes.. Whisper 100/200 50 -ft REG I I Nov 2, 2006 at 11:46 AM 061289 50 -ft LC #1.r3d rn O C° m o m m CD CD ca 0 m „ s CD C A O O N O O Cil 1 2 3 4 0 tir�0 C3 Co 0 Z 0 r (� � N N w n O O d 0) D Company Tower Engineering Professionals, Inc. Nov 2, 2006 Designer REG 1:52 AM Job Number 061289 Whisper 100/200 50 -ft .Checked By: Basic Load Cases BLC Description Cate 0 X. Gr ... Y Gray..Z Gray... Joint Point Distributed—Area ... Surfai Dead DL 7 RIGID W—Am:' 66, W-Gh-TiO 960 12 - - - - - - - - - - - W KAUS ORML-AMMOM 2 3 Earth quake EL 5 A -IN 4R. i 4 Ice iii FORM 2�AW'L'71§1 rU,'&Vt'V- N 9 G4 - 0 0 5 1 Reaction I Reaction I Reaction 5 Wind on Iced Members W1 Load Combinations Desai tion Solve v ena Jmz),.,p CLL. rdUUll DLA. O� W - Yes Y 1- 1.4 1 N 9-f 6flf'291' ;50E MAN I 3 Comb 3 Yes Y 1 1.2 2 -1.6 W� M aim wi5w 'ilftf,2,'-,� OR Comb, 5 Yes Y 1 .9 2 1.6 VON 119 7 Comb'7 Yes Y 1 12 4. .2 R 5 MS11124u1 9 1 Comb 9 Yes LY 1 1 .9 1,4 1 1 1 5 General Material Properties r% --- ;hAUMAAl Label r- 1KS11 %.7 Nbi .1. 1 .145 aen Conc3NW .3155 1372 .15 .6 ff-C-9-ROSIV70 j!.V&STW,;t3 WX r, 5 145 -31 , 6 W 2085. 906 .15 . aen Conr W RM7' `4 WWWO 6-47-- SOia15'6t�1 11 r1 5 den Alum "b-M-S-tj Steel 10600 4077 3 1.29. Yff-M&I 1-1 A ON 4T -9 -AM Me-jr--'3. .173 7 RIGID W—Am:' 66, W-Gh-TiO 960 1e+7 I 'V I 1 0 01 0 SUIN I -Z;,'4,1 R W- 16MMOV1,0154 IMMANIS —Joint Coordinates and Temeratures Label n11LI 0 I 11L11I 0 0 1 WERE a, MOWN= 61mu W.Mm- 3 WIN, i fl1'ffi1.Q7`0—Wc;rf[6-n. %.-- 0% SkSVIN � 400114 5 5 0 50 00 umm, ShA=Rm -903 14—g 16 'a TZ, iv- ge k 0 G2 25 0 0 1.1-141, -00101 9 G4 Reaction* V!Qeactibn 0 0 Joint Boundary Conditions 7 r3-+ n, 4j Ai Ffi joint La Del A IK11111 1 1-111 - ULLvjj- " ' ' * '-*--' - - --- ' Gi Reaction Reaction Reaction i fl1'ffi1.Q7`0—Wc;rf[6-n. %.-- 0% SkSVIN � AXISRA"8RUT 3 G3 Reaction Reaction Reaction Reaction* V!Qeactibn 5 1 Reaction I Reaction I Reaction RISA -3D Vers ion 6.0.1.5 [H:\2006\1289 whisper\13&14-100-200-50\RlsA3D\50-ftLC#2.r3d] Rage Nov 2, 2006 Company Tower Engineering Professionals, Inc. 11:52 AM Designer REG Whisper 100/200 50 -ft Checked By: Job Number : 061289 ■w_...�.... w.J..�n�nr/ nafa Joint Loads and Enforced Displacements (BLC 1 : Dead L D M Direction Ma nitude k -ft in rad k's^2/ft Joint Label L y 046 nn 1 5 a �.'i . ML *21 N Loads and Enforced Dis 1acements (BLC 2. Wind Joint"Label L D M Direction Maonitude(k.k-ft in.rad k's^2/ft ., A i D Version 6.0.1.5 [H:\2006\1289 Whisper\13&14_100 20( 3D\50 -ft LC #2. Page 8 Company Tower Engineering Professionals„ Inc. Nov 2, 2006 Designer REG 11:52 AM Job Number : 061289 Whisper. 100/200 504 Checked By: Joint Loads and Enforced Displacements (BLC 2: Wind) (Continued) Joint Loads and Enforced Displacements (BLC 3: Earthquake) L.Inf I Fv.,1 I . n KA M— inn 4 -ft in -4 4*er✓J/ftl 1 1 L X .002 '�•'. i2t ..J ^ •�a4 .�,.7} Sv:' S /YJ' {.�Si1J,�?G•,' ..... .f 5.�. .. -IN 'GLL. � i.^` '�i�"� � YS7L"� : Yw4 �'�..P^trtfi'c. ��3'�hS'� Xf "��:.�i ;•azyWA .a�J�`�'s 3 3 LX .005 4.+.' {: 73 °i lY' . ^.K ti K` T W 3i� f } `lam. 4� '�� a��,4�a'F.,�� ,'",��',��?L��.;.,sl!`��;;; �b.��X� 3'SIM,��!`.��003.�� 5 5 L X .001 Joint Loads and Enforced Displacements (BLC4 : Ice Weiyht) Joint Label L D M Direction Ma nitude k -ft in rad k*s^2/ft 1 5 L Y -.05 W, WRUFMFR�. 3 2 Y -.101 101 � `� �qt�L 5 3 L% Y -.1353 6 4' t �' L 6 ".� Yvi * € �? 7.1 4 L Y _.1784 ' Joint Loads and Enforced Displacements (BLC 5': Wind on Iced Members) Ini:d I knl 1 n KA. ni—finn - hAonnifi`viol. L_ff in rn ri 4*en7/ftl 1 5 L X `.05 3 2 LX '.0138 � M"M*-0AX 5 3 L X .0214 7 4 L X .0308 Member Distributed Loads (BLC 1 :.Dead) Uarnhor I ho1 nirorfinn Rfnrf AAnnnifi trlonelft r1on1 Fnrl KAnnnih vl Sfnrf I nrnfinnf Fnrf.l nrnfinnfft 0%1 1 GUY1 T -27.91 -27.91 0 0 .ee. aTC' k M .c 'S^ .. q �2�:, _�GU�Y2� ��•:�T�...��' �'�� A f�.. -''-•�+.iT�R Via. iK�Y ,K�n ; pM— 2 T{.• F �i. •ti ��f?2h7tt`�9i1��.,� .� 27"9/1 �E. [� �0�� +`,�"-��;�04 W.0i��r.t_ - F 3 GUY3 T -27.91 -27.91 0 0 5 GUY5 T -27.91 -27.91. 0 0 :6� 4 GUY6 e ix, % rT s�'27 '91 AIW9 Ma 2t7_EM01��OWISW :� " W�- `0��FARRO . 7 GUY7 T -27.91. -27.91 0 0 �816 MGUYONS-1.T-::��'� �„�27.W_ k7= f1W, NOW, Sp WWRWON10-�� 9 GUY9 T -27.91 -27.91 0 0 11 GUY11 T -27.91 -27:91 0 0 ' nFr y, v 10 . .``EI°' .tE14 s12a � .G'11Y112 -x..mt T 4 ; yu:^ sir Y 52 "r s� � � �»; xjg"� �a,-27.9a1�,i�7;:91 ,��OMAP �r Member Distributed Loads (BLC 2: Wind) AAomhor I mhol nirorfinn Rfnrf U—nihvfofL/ft r4-1 Fnrl KA—nihvi Cf—f 1 nrhfinnr - Cn.f I ....fL-.dH o/_7 4 1 X .0053 .0053 0 0 ';2t WROON, iWITRa .:00531[":0053` > r 0W _.. t ."0 3 3 X .0053 .0053 0 0 ''h�C-.' ":1 *' R; S A 'f 'min + R NA ;4N b ''� u �vJ �, .,.'. Y:; ks-, �'S' t y.??�+'> ?-ti7,{p�-e'X'�` 4 :.� 4� +z ��X , _��.. , 0053r_v. 0.053.�AM;.t.. RISA -3D Version 6.0.1.5 [H:\2006\1289_Whisper\13&14 100 200-50\RISA 3D\50 -ft LC #2.r3d] Page 9 Nov 2,2006 Company Tower Engineering Professionals, Inc. 11"52 AM " Designer REG IWhis er 100/200 50 -ft Checked By: Job Number `. 061289 p Member Distributed Loads (BLC 4: Ice Weight) —4 1 nrnfinnfft %I Mnmhar nictributed Loads (BLC 5 Wind on Iced Members) Member Label Direction Start Ma rntude /ft de End Ma mtud Start Location End Location ft°o 1 X .0022 0022 0 5�. cLq:=`�.-3-P•= r �sa ar i � 'Y JR° z^t� ✓� E*.. s a fi'F-` '.-t- i�. ��`��:2��_ ��-'�?a.�X.F��,� a�: �_.�z�:0022�,��,�:0:022� r:� 0 :y�.'" '_:��t .� •` �-`��! X 0022 0022 0 0 3 �{K�uC° I• �xa'��. 4��rs :;�= � s.RX•d�,�-'�ntfr�,�.s, ��t_..::�rs0022�`�-!f�'`�' i�©022� �, �x�,�• .�`�'� ,�.5�%.�.� epi>; Envelope Joint Reactions ..... ..v n. ai In. nd7 M. -M In Envelo a Member Section Forces Member Sec Axial k Ic Shear k Ic z spear K Ic I ut uc... IU•••-• • - 1 1 1 ax 4.789 8 049 5 0 1 0 1 0 1 0' 1 M221),"". min,268.4F a6� SOA g60h�1 X01 �0 0" rat ax 4.557 8 0 1 0 .1 0 1 0 1 227 3 ¢.p. '�� c -`}iP 10!a� min 2606k.,s?6 xa 0,79.-w3: _0r1 11 2 1 ax 3.748 3 066 3 0 1 0 1 0 1 161 3 �: ii'T �'4� °tr F'� �- • z r t F '-; `�' ,ate , C "S 19 5 ax 3.643 3 0 6 0 1 0 1 0 1 133 5 �20N `. - ami s 1..937 6 �, min `��".. ax 2 565 3 007 9 0 1 0 1 0 1 028 8 212min 109t7t'6 AO <._ 075 K3 0t1 ®1I�?:0-692 ax 2 46 3 0 1 0 1 0 1 0 1 2.061 3 29 5 i � �^s•;' '� -c•�.s•'^�,�� mm g fX1i©18 31 4 1 ax 182 8 687 3 0 1 0 1 0 1 3.327 3. 39 5 ax 105 8 644 3 0 1 0 1 0 1 0 1 X40:rnin,04\1 ZVI 1i ,0� X11, a 0 1 0r 41 GUY1 1 ax 278 5 0 8003 5 01 3 0 1 0 8 X42'MOW m�n'��4431 1 0t6 49 5 ax 278 5 0 8 003 5 01 3 034 5 0 6 - -x �° s t v -°*v � • S`-3.7+t� e a� i' �,"`i ��i t7 ".50 In �� min 51 a.44 3`41�0� X6'0 .r1 0_1 t'Oa1 ice, 0,�I 8 ax 189 5 0 2 0 1 0 1 0 1 005 2 52 ? k443,0"r90 F-1`:Or1) �k01�0.06say9a 59 5 max 189 5 0 2 0 1 1 0 11 0 1 002 r F 9 .scv ai' sr L w '�r`S ii 3 v .-'d P isi L3+�r 7f,'i:} 43 rw• 3 i-'�r'-vi t r S.` f, k'''�2^.".� MOM b0 r1r0 1• t��a0., 61 GUY3 Max -.278 5 0 8 0 1 0 1 065 5 0 8 RISA -3D Version 6.0.1.5 [H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #2.r3d] Page 10 2006 Company Tower Engineering Professionals, nals,Now2, , Inc. 11:52 AM - Designer REG Job Number 061289 Whisper 100/200 50 -ft Checked By: Envelope Member Section Forces (Continued). Member Sec Axial LKj Ic z)near K K; V 69 5 ax -278 5 0 8 0 1 0 1 1 0 HIM 12% A—l" 71 GUY4 1ax .288 6 .005 50� :1 1 79 5 �ax -.288 16 .005 5 0 1 u 11 u W 140NIMAN N W, W 054% W JY5 1 1 . b_ax -.2.57 5 0 3 .003 3 .004 0 T 0 3 "M NEW, '1142R�'iBiffil N 89 5 Vnax. -.257 5, 0 3 003 3 004 5 045 3 0 6 ffltl� lih FRI% MA tj� ffli6MlM-w__, 1 91 GUY6 nax _.'21 9 .0 1 0 1 0 1 0 1 0 WNN� NAMi ffiftl 025W� NO., F ORION IN Ed 0 ft I M W 11 99 5 ax l -.21 9 0 1 0 1 .0 1 1 .0 1 .015 2 KIR 11MIRMUNmin 422 KIM -_3 101 GUY7 1 'nax l -.257 5 0 3 0 1- 0- 1 071 13 0 3 INN-Iffliffil All MST �6� ffiinj R SW%' , " - - - I'Dol � , X102lawn M - NV -1 .1 1" 1091 5 ax -.257 3 1- 0 1 0 1 0 6 _iV UNITUR, �8 111 GUY8 ax -.24 5 .003 3 0 1 0 1 0 1 .08 3 I—. ll�'WVWNONU M _Obw mmiWU RHODE rN e il- 119 5 ax .24 5 .0 3 0" 1 0 1 1 0 1 0 6 �"R@MWOWNNI mt a W 121 GU9 ax .26 5 0 5 5 131 3 0 6 MEN WYM AlTNOM_.f,A fS JR114AW8B ER E 0 6 129 ax -.25 5 �O 15 0 1 .033 5 0 . . . . . . 0 1;17_10�041'61. 1,Z777411 1309 fiffiff- 0 1 .011 9 Ll 1 GUY10. 1' ax 0 2 0 , 8 1 0 1 0 - PAR, 35 110 Omm N — m mini_it? K-01 N NX UO-M1�16" 0 lr,`X32-RS - N 139 5 �axj. 0 0. 0 1 0 1 0 1 0 2 W & ;%- FV! 0 fimj�nj WU 1.1 �-, 1 Z10 § O'd WN R - ax 25 51 io 5 .011 5 0 1 1 0 1 0 X141 GUY11 I _N RE MR,' K111Y,6vl "ONM"S RON, Nv'1WN&-A-"3vo%! w 149 - 5 ax -.25 -'5 0 5 .011. 5 0 1 1 .422 5 .0 6 'MR, W.` T6!1&NDV,E, T263— 3N -NOW Nei 51 GUY12 1 ax .274 6 0 1 0 1 -" F 6 1 1 0 1 0 7 it6' 1 F,Fri 0 6 W li OR M NObl-71, "RIMISP 2 N61" 1 .507 5 159 1 5 �axj �.274 16 .0 il 1 0 - RON 14'65 1 2"M ti "Alm NITNAR0333 ISM-10AW1, Rli 'Envelope Member Section Deflections Member Sec x firil Ic y finl, - Ic z firill Ic x Rotate [r... Ic (n) Uv Ratio 1c, (n) Uz Ratio Ic max 0 1 0 1A 0 1 0 1 NC 1 '1 - NC 1 IBM 1, MR N-INTOO) O'l ON"151 F_ THU A., N I W a. H FOR 9- 5 max -.01 61 0 1 0 1 0 1 NC 1 NC 1 MURK WAN -111-11M.', WI -11-5-10111-14 OW! M 61 F811111 NO Z 614, W-1 NO 6%; R $1 WIR NA :ff N C 11 2- -.01 6 0 1 0 .0 1 NC 1 _ff I INN Ulas 04, 11L� HUN im WAYA # H �NSNAM, iY,3:6f,_'t IN IN 19, - 5 max . -.017 6 .016 -. 3 0 1 `O l NC 1.3 NC I ENO N& 761"UMW" 0119-763- Im 036 9 0 1 i 0 1-AHNNFORWO199 M 21 3 1 max -.017 1.6 .016 3 0 1 0 1 NQ, -:1 3 NC 1 M N MN 34 M "Q OR N M Mff "Ol "Ri M 510B, 0 071341630 M W JT 1- 29 5 max -.021 6 0 11 0 1 0 1 NC 1 NC 1 -31 4 .1 1 max -.021 6' 0 1 0 1 0, 1 NC 1, NC 1 W UU. 051 S4 ON 'RISA -3D Version 6.0.1.5 [H:\2006\1289—Whisper\13&14' 100 200-50\RISA3D\50-ft LC #2.r3d] Page 11 f Company T 1 ower Engineering Professionals, Inc. 1:5Nov 2;•2 AMM 2006 Designer : REG -11:5 Job Number : REG Whisper 1001200 50 -ft Checked By: Envelope Member Section Deflections (Continued) Member Sec x in Ic in Ic z in - 1 �16:785X 5x ._NC 5 max 021 6 0 1 NC 1- NC 1 1s0z' q.� r R t� 41 GUY1 1 max 0 1 0 1 0 1 3 598e 3 3 NC 1 NC 1 42 r Y min:IfZW R SIX, 49 5 max 005 6 008 6 0 ' 1 6 684e 6 5 NC z6 NC11t . ".04 8 51 GUY2 1 max 0 1 0 0. 1 0 1 NC 1 NC 1 59 5 max 006 6 006NX 5 0 1 0 1 NC 5 SNC q1 60NO _�min043TOf1:3�101ir4'.04�a31NC.1waNCrr1�" 61 GUY3 1 max 0 1 0 I I 0 1 1 284e 6 6 NC 1 NC 1 0'';101AR M -''d0 1'-3t59.8.e3 ia3N:C�:1NC�f1a . 69 5 max 005 6 008 6 036 3 6 73e 5 2 NC 6�ti NC # 3 I ONNOTO 71 GUY4 1 max 0 9 0 1 0 1 K �0 r1F NC NC 1 P�7.2minn©� v1,0.r1i �0`'t� s1" SFO;.N1 N'C:1i 1 N:C 1 79max 1 0 1 NC 6 NC 1 5 023- 5 009 6 80�1t'mi'n0'0:8` 1C C?�*03:3€. 81 GUYS 1 max 0 1 0 1 0 1 2 618e 3 3 NCY�1 s NC 82 in OiI0 1 �Of� 1i �`104'4�e'_6'. 6NC a1 3NCc1,: gg 5 max 013 6 011 6 - 016 3 6 111 e-4 2 NC 6 NC 3 9.0:.,�a`mina :023r3s .x:01?9 3 ;x036 958.02e'5. 92 NC1�34NC�t 9 g 91 GU 60 max 0 1 0 1 -0 1 0 1 NC 1 NC 1 92: -��-:�� ,��.5 �mlli�. c`� 0�`�� 10�"° ��Z1 •a'.0�� 1+ t�. `0�`� 1' °�N.C� i'I,`` N"�`C-` 9 gg 5 max 012 5 042 9. 0 1 0 1 NC 9 NC 1 1©Ou'4min x046KIM 8:.0:3'x1"F. 10 1, N:C� 3NC 1 101 GUY7 1 max 0 1 0 1 0 1 1 044e 6 6 NC 1 NC 1 1;Q2�mn0' _ 1 ©� 1 �0� 1 t 26x18e tat 3 �aN'C 1N C a1 109 5 max 013 6 011 6 036 9 5 802e 5 9 NCa 6 NC9i = d _ � x s x110' Mid rmin,. ,.023��; _ 3Os1930:1.6 3 ,e6111.ea4• 2NC�� 3 aNC:3 111 GUY8 1 max0 1 0 1 0 1 0 1 NC 1 NC 1 1312`' umin#,O�a 14 Of.'iC;`I0 9 Sx® Iy�k1�NC 1'"NCy",11 119 5 max 004 9 007 5* 0 1 0 1 NC 5 NC 1 120 �033t 3E. We ®`46IN Erb8 NCt1 121 GUYS 1 max 0 1 0 1 0 1 1 934e 3 3 NC 1 NC 1 1r2�2 Uminr �0�1 31f 01` 0 u 1 .,8.571.e'.7 6 ,NC 1NC1 129 5 max 018 6 01 6 0 1 0 1 NC 6 ;SNC 1 mi%i034 30:19a 3 2 1!8.845t2`02'4e: 2? 5N.0 fat/NCS 5 131 GUY10 1 max 0 1 0 1 0 1 0 1 NC 1 NC T 139 11 max D21 6 1896 5 0 1 0 1 NC 5 NC 1 204 (V 1 1Amin;' `x1092, 5,01c6 1 0'1'©' N -C 1 NC 1 141 GUY 11 1 max 0 1 0 1 0 1 8 571 e 7 6 NC 1 NC 1 142' .rrnlip Mr, 0s�1T�`0�1Or1,1934¢e 3;3NC�1NC�1 149 5 max 018 6 Al 6 2.188 5 2 024e 2 5 NC 6� fNC 5 000 «smin0:3.4' 33' 5019301;0 1 SNC 3��iNC.a1 ry < 151 G 2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 152 ;Y`E „' asn'�a ®ta a 1 051 fi ;0 ' a <1 NC �7 NC 1 159 5 max 1033 5 014 7 0 1 0 1 NC 7 NC 1 1F b a 0 1 � 0 13 INN - Ik5 M# NC�W.��1Ee X160" mi Amin_ .028 1 1.:929` 5 , _ RISA -3D Version 6.0.1.5 [H:\2006\1289 Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #2.r3d] Page 12 Nov 2, 2006 Company Tower Engineering Professionals, Inc. 11:57 AM ' Designer REG Whisper 100/200 50 -ft Checked By: Job Number: 061289 Basic Load Cases Cateoory . X Gr Y Grav Z Gray... Joint Point Distributed Area ... Su ac... BLC Description 7 �..:.a &--^a-.,l;nn*nc and Tpmner'atureS Joint Boundary Conditions 7 Dnf f4_R/rnril Fnntina RISA -31D Version 6:0.1.5 [H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #3.r3d] Page 13 Nov 2, 2006 Company .Tower Engineering Professionals, Inc. 11:57 AM Designer REG Whisper 100/20050 -ft Checked "By: Job Number : 061289 Member Primary Data Label I Joint J Joint K Joint Rotate ... Section/Sha e T e Desi n List Material Desi n Rules 1 1 1 2 PIPE 2.5- Column PI e A572 Gr 50 Typic aI l J cr ut t�z r�ioc'47r�C`nl�imxn� aPID2iswA572`Gr 50uTxM ICaI� Member Advanced Data - - _ _........ T,i+..,.a.. Phvcirni TOM Inactive Joint Loads and Enforced Displacements (BLC 1 • Dead) Joint Label L D M Direction Magnitudelk k -ft in.rad k s^2/ft 11 1t nAA Joint Loads and •Enforced Displacements (BLC 2 . Wind) Joint Label : L D M Direction Ma nitude k k -ft m rad k* s^2/ft L X 4 5 �r t :� fi2�'2��s;r &�M L �IX� k ; a`'�xb�0108r L 0108 § Fizz, l �1 3tL a`gL.z> ��X ry�sQ 't�;�F t .0168 �R SM a X 0168 5 3 L RISA -3D Version 6.0:1.5 [H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #3.r3d] Page 14 Nov 2, 2006 Company Tower Engineering Professionals, Inc. 11:57 AM Designer `: REGWhisper ,100/200 50 -ft Checked By: Job Number : 061289 Joint Loads and Enforced Dis lacemenits(Bi C 2: Wind Continued L D M Direction Mai!rntuda k ft in rad k's^2/ft y 5C Joint Label ats �' v.t� - 'Al�n`�Y �r i7' t-'�y-� 3 cmc_ ��'eh'"E'ri''.`,Pt7 tt''7« .y'i�i"t,-c;SS+r �Lrs3`.aYY�.t.. �24._ �a..,Xwr7xt 024 X ► „„ic nnri Fnfnrced DisDlacements (BLC 3 •Earthquake) i -;"f ► „n.4ai and Fnferced DisDlacements (BLC 4 • Ice Weight) i-.-# i,,,nric anri Fnfnrced DisDlacements (BLC 5 • Wind on Iced Members) Ili,--si-r6nic*r:h.,fprll`nails (BLC-1 :.Dead) AA,amhar n►sfributed Loads (BLC 2 • Wind) RISA -3D Version 6.0.1.5 ` [H:\2006\1289 Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #3.r3d] Page 15 Company Tower Engineering Professionals, Inc. Nov 2, 2006 Designer REG 11:57 AM Job Number : 061289 Whisper 100/200 504 Checked By: Member Distributed Loads. (BLC 4: Ice Weight) . Member Label Direction Sta&Ma nitude k/ft de End Ma nitud...Start Location End Location ft % 1 Y 0022 0022 1 0 ' 0 y �' tiY-x,-9.'�v 4a:�0221 Y,..�t' ' 2" Yds„ M, >., .. .. R � �f T-fN 022-„ '� 3 3. Y 0022 00!2)2„ 0 0 ��Oi..-'�5K..:�r .. i'4 4vi,,�. Member Distributed Loads (BLC 5: Wind on Iced Members) OS.." A.... 4...d. nM A.,..1 , Cn.A RA�i. ; ..il - ctn,+ i i f;^nr t=nr1 I-tinnrft om X _ .0008 '- 0008 0 0 2 "" 3 3 X .0008 0008 0 0 X �1,� : .#��"`. 0008 �� 0^..Mv+"N. �� o ��rR;,V:�.k 5..=z�, ro. :�'�' 4 ��4��`�.` _�'�. �O.w� ��,�. '� . :r , : � X41 , F � �Q��g � _�� :0©08r'�. �� f �4. �� 9y�,��.. �$0�7 Enveloye Joint Reactions v nn h' v.n,l 1- 7 fill Ir KAY &G ffl Ir KAY ne-ffl Ir M7 ne-ftl If, f 1 G1 max .003 5 553 5 52 5 0 1 0 1 0 1 o mp==Amin, WOOON M agmm win w854 " Wimmmman0 E W. WON 3 G2 max .854 1 -.153 ' 5 0 5 0 1 0 1 0 1 IMAM "t +f9�1C810s'6�01:01aft"'0«1 5 G3 max 003 5 -.553 5 854 1 0 1 0 1 0 1 �-�:o =?v.,. - a s � r r �a �:. t -,f, � p �c wt�.`. aa`•_ �, � 'T,+1 c 6 w r'4 § mtn 0,61 '? W40 i . 91,8 H ` 1 '+�::MM, * 0' C� 1� W ffiftl 1iW �D � X14: 7 G4 max 1 -.598 6 -.649 6 1 0 6 0 1 0 1 0 1 N8' � i of . 1g9 V 3��. 2 66x1% 3 RM - 68 9 1 max 0 1. 4.874 3 0 5 0 1 0 1 0 1 10 �. 3 mina .1 5_. WD06-94 `, �6�� 0O 1 '�0 1 M O 1 0 � + 1 ��: 11 * Totals: max 0 1 708 8 0 3 4 2 V9 M0 - d Envelope Member. Section Forces Member Sec Axial[kl Ic v Shearfkl le z Shear[kl Ic Tor ue... lc v -v Monlen... Ic z -z Moment k... Ic 1 1 1 ax 4.874 3 102 5 0 1 0 1 0 1 0 1 r6 . ��0M �I111 � `�0m RI1N O ' 1A �� IRM I'MWOW 9 5. az 4.769 31 0 1 0 1 0 1 0 - 1 .451 3 11b Nil Or ^ �' :min W-MOOIRI % = s162 31 Z`�� 0 0 0111 W9.1 KJA WWWW"�' -'. 1 0 AWTS13 11 2 1 ax 4 3 .135 3 0' 1 0 1 0 1 1 .356 3 4�1>2 in ) .27011 R6UN ORRI1 RM 10 0K1 5 0 a 1 19 ax 3.896 3 0 6 0' 1 0 1' 0 .1 1 .333 5 .' M 9 � t C 1 swam �'"S3 17v n �� a l ft i �� V0. t fJ ., _ �;e5-iX�51 �'mig r,1�937 : �6� �.s�...1=3�a1,'' : �5.� z. ';0 1� k.:�,e0� 1 0.;� �-� �1� .�.�:,0:02� � �6 ' ': X20 � NAM 2:a2��ti . WORM 21 3 1 ax 2,826 3 .006 5 0 ''1 0 1 0 1 .259 5 ,_ � .Y � �. � � r~t tom•- .�--� 122 =00 W"mini51009,721':6'�WWRWS3-°r2l? 0X9-�0-0X10�30M R11, 008 ssROOZ 29 5 ax 2.722 3 0 1 0 1 0 1 0 1 2.165 3 "30nu-51 Mrow-mF WT0186'4:3_'T, VAMMOATR XWITIO R��'rR u OWN= 31 4 1 ax .151 8 .732 3 0 1 0 11 0 1 3.442 13. B, tVW n. min 0661'S'6 0 Al 1 0 NF1' WWO'R1`��1 WbMffD �0616�1 0 39 5 max,.. .105 8 .644 3 0_ 1 0 1 1 0 1 0 1 40 � '' :'mm". 041r #6�" W0 41 GUY1 1 max -.277 5 0 3 .004 5 1 .008 3 0- .11 0 1 x -2- MM am .min W443 * �1�� ©� �6� 0�� 1 :0�� W *��©6.8� Mr 49 5 max . -.277 5 0 3 .004' .008 3 .041 5 0 6 Ay5� � Ie..G 'ie"�!� i � f p�3'� 1 'h`x . S RF ��'� 6 0 1" 17 EXPIRE "50 X' ,min, �`.44.3� c:.1 10.A� x60. w: �1 0 �:1`0�1�� 2-;:0.3x; 51 GUY2 1 ax -.09 5 0 2 0 1 0 1 0 1 .002 2 tl^ , C 'a'Yi',{� Mi -n0.' P d't. a i. { V a !.`e:"� vy- T"'h.s e� hr Y,y> "ty� t 3 "Y �'" .6 =8 ., IR�:,,,..443; 1K ,. .0 �i5A :0 �. :�1 SP Or<�'? a �0,.:i�,. Ir.00.6;_ 59 5 ax -.09 5 0' 2 0 1 0. 1 0 1 .009 5. 60_� :;�N:..,?ak, :. *�� ". :min:...�.�4.4�3 �x1� ��°0��' �,�a 15�wOs� .:�. �1�r �,0� 1� ��'0�`T �, _ ��z-��OOr1�rF�-� .. s�' 61 GUY3 1 ax -.277 5 0 3 0 1 0 1 .068.. 151 0 1 RISA -3D Version 6.0.1.5 [H:\2006\1289 Whisper\13&14_100 200-50\RISA 3D\50-ftLC #3.r3d] Page 16 Nov 2, 2006 Company Tower Engineering Professionals, Inc. 11:57 AM Designer REG Whisper 100/200 50 -ft Checked By: Job Number : 061289 Envelo a Member Section Forces Continued A-:.Jrl.,1,. „Chaarrkt Ic z Shearfkl Ic Toraue Ic v v Momen Ic z z Momentlk Ic t xr' c �•.I Envelo a Member Section Deflections Sec x in Ic m c z m 1 NC 1 NC 1 1 0 1 1 1 max 0 0 9w:9 � 0��=��' :�1 ��'��° 1 0 1 NC 1 NC 1 I Ic x Rotate r Ic n u Ratio Ic n uz Ratio Ic 0 1 0 1 NC 1 NC 1 5 max 017 6 0 1 y5�YNC ._1 20�min:032s'3t+Y.08350�`1r01NC� 21 3 1 max 017 022 ixs032,3'.083'5;5.k"`r03;��1ti_+01KNC�5�,NC,.t._1 .n-'�s�EWErnin 29 5 max 021 6 0 ` �1 ti� �0 n3,2%5.7r8�5n.0,�1:0,1.{ :t`min042, 1 0 1 NC 1 NC 1 31 4 Member Sec x in Ic m c z m 1 NC 1 NC 1 1 0 1 1 1 max 0 0 9w:9 � 0��=��' :�1 ��'��° 1 0 1 NC 1 NC 1 g E ; a� 5 max 01 6 0 1 0 xX - h ,� ,0r1 �� min� �rt01t8 t,3 .07E5 3 �� - 1 s1i0a 11 2 1 0 1 0 1 NC 1 NC 1 max 01 6 0 SNC 3 �NC-� 0 1 0 1 NC 1 NC 1 5 max 017 6 0 1 y5�YNC ._1 20�min:032s'3t+Y.08350�`1r01NC� 21 3 1 max 017 022 ixs032,3'.083'5;5.k"`r03;��1ti_+01KNC�5�,NC,.t._1 .n-'�s�EWErnin 29 5 max 021 6 0 ` �1 ti� �0 n3,2%5.7r8�5n.0,�1:0,1.{ :t`min042, 1 0 1 NC 1 NC 1 31 4 1 max -.021 6 0 1 0 ........... _ ..... , . ; ._a .. , _� s RAIWWN,%' 5 f, © ' .: RISA -3D Version 6.0.1.5 [H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #3.r3d] Page 17 Nov 2, 2006 Company :•Tower Engineering Professionals, Inc_ 11:57 AM Designer REG Whis er 100/200 50 -ft Checked By: Job Number : 061289 p Envelolue Member Section Deflections Continued co Y rin) Ic v fiN Ic z finl Ic x Rotate fr... Ic (n) L v Rabo Ic (n) Uz Ratio Ic .. qtr 1 1 I 1!02ii €mi1.1 '0 RN , 1 =0 1€ 109 5 max 013 6 011 6 083 5 167e-4 5 NC 6 NC 5 "110 M� Nom. rM W. 2,54 �1` 111 GUY8 1 max 0 1 01 ' 0 1 ,0 1NC1 NCaa1 119 5 max 032 5 015 7 0 _1 0 1i20� � � M'' IM, A;� r-&' t. 1 ' 082 3 ti�4 0 � 1 MMU ,O� PI NCr 3 NG Ii 121 GUY 1 max 0 1 0 1 0 1 1.815e-:3 }3 NC 1 NC 1 1[ 22 iwig WON 1aa a'© 1'0WL1 ;10431 e5:6NC 1NC 1 129 5 max .018 6 X01 6 0 R1 0 1 NC 6 NC 1 00 ' Wfif f' ` - r 131 GUY_ 10 1 max 0 1 0 1 0 1 0- 1 NC 1 NC 1 ;min�.Oz�tI010r_1a01?tpNC R1NC�1 139 5 max 024 7 2.236 5 0 1 4 0 NC 5 NC 1 M. c1,2845 141 GUY11 1 max 0 1 0 1 0 1 1 041e 5 ,6 NC 1 NC 1 Irl 0 1 1. 1!5e 3i 3MINIMUM°?1 NCx G1 149 5 max 018 6 01 6 2.578 5 2.08e 2 5 NC 6 NCS 5 L 151 GUY12 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 0 1 NC 7 159 -.014 7 k n i NC OR WNW -04 1' 5 max :SGT! RISA -3D Version 6.0.1.5 Page 18 [H:\2006\1289_Whispe�\13&14 100_200-50\RISA 3D\50 -ft LC #3.r3d) ; : Nov 2, 2006 Company Tower EngineeringProfessionals, Inc. 12:15 PM Designer REG Whisper 100/200 50 -ft Checked By: Job Number : 061289 p Basic Load Cases 1,.:... o.,;.,r nictrihi itad Area (... Surfac_.. Load Combinations I _ _ _. ,. � _. _.,. ,. �__._, o� r �....•.., ni c Fnrtnr RI C Factor conarnt Material Pronerties i,,;ni r_nnrrtinates and Temneratures ' _Inint Beundary Conditions RISA -313 Version 6.0.1.5 [H:\2006\1289_Whisper\13&14_100 200-50\RISA 3D\50 -ft LC #4.r3d] Page 19 Company Tower Engineering Professionals, Inc. Nov 2, 2006 Designer REG 12:15 PM Job Number 061289 Whisper 100/200 50 -ft Checked By: Member Primary Data -- Label 1 JUHIL J JUML M JU111L nvw.c ... ..rc...uun. v.w .. - -_------ 2 -• ..2 PIPE 2.5 Column Pie A572 Gr 50 Typical 6V_ ,�. i �, na-x .c- r .,, J'd R Y E ,�'+ f y�C.al = »�u 3 <.:�¢,�� ,+ �fPIPE`�2.5;a��.,Colunffii � de e- . _�A57�2..Gn.50�+,.�nT �... 3 3 3 4 PIPE 2.5 Column Wide Flan A572 Gr 50 T ical RM PIPE 2 6MAP" Pie A572 Gra50 T' icall MA 5 GUY1 G1 2 1/4i EHS None None Guv E=26800 TvDical. MZG`l+JY2F WG2 a2 " �: , k OW /.4 E -149M MOne K NO My- MW W ical 7 GUY3 G3 2 1/4 EHS None None Guv E=26800 Typical �ni'•�° S r �'.i ii 4 $'{ ` 9 `-v1 k? '!i'_- 7 sn r -e. 75 �-�` q 1 E Tw.xa 8 GUI!4 a:. G.4 ,,r 2.,E{ . � ,. �' a EWAN .�.,�None :Monet: u, � E :;2680:08 �" E ical S 9 GUY5 G1. 31/4 EHS None None Gu E=26800 T Tical 90 h GUIY_6 G2 :, a '3Y a �M `� 1./`0 -M114,11None None3 G _26800 i T" ical 11 GUY7 G3 3 1/4 EHS • None None GuyyE= 26800 T ical 1r2• G�UY8�- ��G4��'3 ��ti;� �':1g/_4ri�EHS�� -None' Hones �Gu��.E� 26800€ �fi�"�ical�, 13 GUY9 G1 4 1/4 EHS, None None Gu .E 26800 Typical �' 1�4 G`11Y1,0, `G2� �4iU 1f/4r; EHS ` No.ne` Nonee-'- Gu. E 26-8.00k T icall 15 GUY11- G3 4 1/41 EHS None None Gu E 26800 T ical Member Advanced Data T/n raa.. �L...e.:n.il'. Tf1�A � Inter#ivu LGUOI 1 1 1 Yes WO. NO SO Yes 44".sa�i�ii� :Yes..w u' 5 GUY1. - Y t.. erasion nlYe _ T O s AM �6GUY2�. 5��al;�A MW MTeasiom.®nlffiYes� 7 GUY3 Tension Only, Yes NEGE WNMM-5 ROMMAIM, ON. T119M, ®.nl�� COSYMO 9 GUY5 Tension Only Yes 1.0 :WGUY6`�MW t +MOT- ension�®nl� 1(les �y � �MAIM Fix. 11 GUY7n ensio OnlyYes T 12WK GU�_*SMA,M��': Te sion Onl ` <zW 1FS W LLQ 13 GUY9 y�y Tension OnlyYes F IR ."' k'.% `S�£ .� S rF'" .17ji+sTr -i' A.e.ly.4L `44Tr149� ?�. 4 000Jo" ®:nl, f WY,es� UMAN MA r r 15 GUY11 Tension OnIv Yes a16�`�`, �:GUtYt1�2i ��``� ° �{�a� �'��F� ��`'�,�y�� Tens oii`�®mi."�� Yes� C •'' Joint Loads and Enforced Disalacements (BLC 1 : Dead) 1 5 L Y 046 �� a�"' ��t a�'2�.::��:•s� ��L�'��.�� Y�� "��'.��t��002�7��`.„��";' 3 2 Y 0027 r"m... , '� � i �i .011WY. �2'�`.��t. �t.:t�.-� .0.0�241��I,•it� .�.o�. iriW7vn 5 3' L Y 0037 IN SMICOM 7 4 L Y -.0048 ~ Joint Loads and Enforced Displacements (BLC 2: Wind) 1 n KA L_f#:n -4 L*en'J/ffl 1 5 L X 4 0'� t ',t b ila Y �,,.�£•" b +s� `"sr'j,2, ' c�sv'? "W 3 2 L 004 r"m... , '� � i �i .011WY. �2'�`.��t. �t.:t�.-� .0.0�241��I,•it� .�.o�. iriW7vn 5 3 Ly X .0072 RISA -3D Version 6.0.1.5 - [H:\2006\1289 Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #4.r3d] Page 20 Company Tower Engineering Professionals, Inc. Nov 2, 2006 Designer REG 12:15 PM Job Number 061289 Whisper 100/200 50 -ft Checked By: Joint Loads and Enforced Displacements (BLC 2 Wind) (Continued) Joint Label L.D.M nirectinn Mannifilrialk k-ft'in rnri k*cA9iftl Joint Loads and Enforced Displacements (BLC 3: Earthquake) Inint 6 nhal I n IIA ni.....a:.:.. 1 1 l_ — X MW A Yr x ,15 RL, &A X017 9 , . _ __L_ :x: EO035tr..r 3 3� X 035 r r �:s z 4 F'�.-�'�`ti` f �.� �� t . �;� z �- `�"•' atr..,� � :. �I � � x.�. z5 '-`a-'� � ' ;4.,� 1 �r�,�:�i�.�v.r.1L �.�:��,�.�.�R�--' X,<:�.. a:�;i� ,r, � ,?,�•�.023_�� .a ,. �-�_t� 5 5 L X .006 Joint Loads and Enforced Disalacements (BLC 4: Ice Weight) In of 1 ol.el I n RA Joint Loads -and Enforced Displacements (BLC 5: Wind on Iced Members) ma InaUUc IN.— n 111 IaU n a u1. MW A _� ;fir ,..� L 3 2 L Y 5 3 L Y 7 1 4. L Y 0 Joint Loads -and Enforced Displacements (BLC 5: Wind on Iced Members) Member Distributed Loads (BLC 1 : Dead) Memher I ahel nirartinn ct—t.hA—nir.,aerL ifs aa..i r..a RA ---:6. d ----------.••-•-•.. .......... ..•.. .... ",v ,.,� ,,,aaaa,... Vaa,a a_VaquVll ... GIIU. LUI.d IIUIIII"0 1 GUY1 T -27.91 27.91 0 0 - =Me =SW/M. affiIN& � �s 3 GUY3 T -27.91 -27.91 0 0 4 ?GUY4 ' ` 'Ts..i 2.717 9: 1 27991 T":� o. 5 GUY5 T 2791 -27.91 0 0 � � � -<,. tTl c � � � t,a s s:� h s��. P t � ;c Pu'cz.,; � r- a� � I S.� �, .=•� 7 GUY7 T -27.91 -27.91 0 0 �• -� � �.;2 9 ",`�- ��s�,-� - �-''��0' ' P 9 GUY9 T -27.91 -27.91 0 0 MM IMAMI E% 4-AWYN�,El�Oss `4� 11 GUY11 T -27.91 27 91 ,� : y �t r n s , aisle sem: 1P2 GUI(12 F4 -T x 2�7 9�1 27.91' }: �0 IMMOW, NAME Member Distributed Loads (BLC 2: Wind) Member Label Direction Start Ma nitude ft de End Me nitud... Start Location[.:. End Location ft % 1 1 X 0047 0047 0 1 0 - � 3 , _. -.X .0047 0047 .0 4is to0l,00,T,T-'rii;i�t-,d tt RISA-3D Version 6.0.1.5 [H:\.2006\1289' Whisper\13&14_100 200-50\RISA 3D\50 -ft LC #4.r3d] Page 21 ma InaUUc IN.— n 111 IaU n a u1. MW A 3 2 L .,z.M ..3 .�..at 2 �FO� t r 5 3 L X 0 4 L C. WINX 0 Member Distributed Loads (BLC 1 : Dead) Memher I ahel nirartinn ct—t.hA—nir.,aerL ifs aa..i r..a RA ---:6. d ----------.••-•-•.. .......... ..•.. .... ",v ,.,� ,,,aaaa,... Vaa,a a_VaquVll ... GIIU. LUI.d IIUIIII"0 1 GUY1 T -27.91 27.91 0 0 - =Me =SW/M. affiIN& � �s 3 GUY3 T -27.91 -27.91 0 0 4 ?GUY4 ' ` 'Ts..i 2.717 9: 1 27991 T":� o. 5 GUY5 T 2791 -27.91 0 0 � � � -<,. tTl c � � � t,a s s:� h s��. P t � ;c Pu'cz.,; � r- a� � I S.� �, .=•� 7 GUY7 T -27.91 -27.91 0 0 �• -� � �.;2 9 ",`�- ��s�,-� - �-''��0' ' P 9 GUY9 T -27.91 -27.91 0 0 MM IMAMI E% 4-AWYN�,El�Oss `4� 11 GUY11 T -27.91 27 91 ,� : y �t r n s , aisle sem: 1P2 GUI(12 F4 -T x 2�7 9�1 27.91' }: �0 IMMOW, NAME Member Distributed Loads (BLC 2: Wind) Member Label Direction Start Ma nitude ft de End Me nitud... Start Location[.:. End Location ft % 1 1 X 0047 0047 0 1 0 - � 3 , _. -.X .0047 0047 .0 4is to0l,00,T,T-'rii;i�t-,d tt RISA-3D Version 6.0.1.5 [H:\.2006\1289' Whisper\13&14_100 200-50\RISA 3D\50 -ft LC #4.r3d] Page 21 Nov 2, 2006 Company Tower Engineering Professionals, Inc. 12:15 PM Designer REG Whisper 100/200 50 -ft • Checked By: Job Number 061289 p Member Distributed Loads (BLC 4: Ice Weight) Member Label Direction Start Ma nittude k/ft de End Mao nitud Start L 0 tion End Lo oion ft °° .aJx.04bz[ +kx] c1E �•-r12.�55� n�N �.: 3.k'i S'x' by X15 �Y4r1 iK O 2� 0 0 0 3 3 5•s Y v� by? aWct OF£�I fs F ykch s �K� fit€ .iif 4�� 7- t'-Zi'��• ,.r....Or>��G�� t �k .s':< ..01.k��"�-.��ti ;rs+�e'.�---�"�°� 0, �a''`N.�t�4'wx WMA ,* Member Distributed Loads (BLC 5 • Wind on Iced Members) Member Label Direction Start Maonitudefk/ft dear End Ma rntud... Start L 0 tion[-. End I o ion ft r__. Y -f 0 0 /ninf Rnar_finns Envelope Member Section Forces Member Sec- Axial k Ic Sheark Ic z near 1 1 1 1 ax .4 .599 3 .043 5 0 1 0 1 0 1 0 s 4�6 F �Cr e0 �1r MMWII R 1 n 0 g 1 e 3 . 5 ax 4 494 3 0 4 0 1 0 1 0 1 204 9 nt w! "`v i a u'-�" i -"v. ...Sa' 1' 6 `yF ` i�.AL• x �" h;'+`� Y 1;0;�hsAlmin;2606?6.r07`32 sy0 r1i�0. . S1i4. aA" X11 a . 0? z1�� ax 3 722 3 059 3 0 1 0 1 0 1 14 3 F x '0101ti; x�a`0 �� xY10� �1 1b2a�rON Oa�°9?� min', 19 015 r6s,r0 r 1 ax 3618 3 0 6 0 1 0 1 0 1 112 5 19fi z 5 h u Ov 1.Oh I �'x0.a1".002 t5"_6tii min F 21 3 1 ax 2.538 1310 1 0 1 0 1 0 1 0 1 �°�SP . o13.®1i01 s1082$2 ax 2 434 3 0 1 0 1 1 05 3 29 t r- 30�Oa rnin!1E01,8.i6s-1.96�?E3a0['1:.0€9r:sR:yO�.1�?�:`Osi:G1a ax 105 ' 1 682 3 0 1 0 1 0 1 3.3 3 31 4 1 _ a.067 16 i0'rlt �01f0 ,�j. 39 5 ax 064 1 644 3 0 1 0 1 0 1 0 1 rntn04,1i6 r .7 �� ups ax 279 5 0 131 42 4 "rein 44.3 IP.) "Ekwo 0 3 003 5 01 3 .034 5 0 6 5 ax 279 5 4 t T3q, ��w�'a©�� ax 2 5 0 2 0 1 0 1 0 1 005 2 ,52 a F LLGU "" min4t4Y3 �1 €i0r9,. : �9s0r'?g1.014'Oy15rOS '"�6 595 max 2 5 0 2 0 1 0 1 0 1 0 9 IN f...3 }� ��A°©�� W :�� miR4:4t _ b1 UUT3 1 I - RISA -3D Version 6.0.1.5 [H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #4.r3d] Page 22 .` , . Company Tower EngineeringProfeooiuna|o Inc. Nov21:�]0G Designer REG 12:15 PM Job Number ^` Envelope Member. Section Forces (Continued) � ion Deflections Member aoo xfio le v�liho m zomIc xentate Fr.- m oouvRatio |c »ouzRatio u, ^/ / 1 1, /nxax/ o 1 / u // / u 11 / u ,/ / NC / 1 NC / 1It IF -1116 W K01- W -1A. WMW Mum W101 / 11 ' .RISA -3D Version'_ 6.0.1.5' ,'___�---_—�_,_.�-_� �_------ --,-_ ,_-_- - -- ' --- . Page -- MM M. rj- r4 � ion Deflections Member aoo xfio le v�liho m zomIc xentate Fr.- m oouvRatio |c »ouzRatio u, ^/ / 1 1, /nxax/ o 1 / u // / u 11 / u ,/ / NC / 1 NC / 1It IF -1116 W K01- W -1A. WMW Mum W101 / 11 ' .RISA -3D Version'_ 6.0.1.5' ,'___�---_—�_,_.�-_� �_------ --,-_ ,_-_- - -- ' --- . Page -- Company Tower Engineering Professionals, Inc. Nov 2, 2006 Designer REG 12:15 PM Job Number 061289 Whisper:100/200 50 -ft Checked By: Envelope Member Section Deflections (Continued) Mcmhcr Rcr 39 5 max 021 6 0 1 0 '•' 1 ._2 0V 1 NC .1 NC 1 �� mv 09 Q95Z3M RE%�0241«N46832MNC1 0,� 41 GUY1 1 max 0 1 0 11 0 1 3.62e-3 3 NC 1 NC 1 s•. ,,,.33}} &'} ?pa.a + 7c ]' &�- x u� �t r "S ;}- �bv"£ yyr.:.c. .i '�' ti. x' "cr t` tu-'"•"'r X42 a. IR 1 vw.nw f7 1 e3 inin , C" ar.O�Stit � 1 A l d F t � R. f f a s l x 4 0. 1 . ,:x . � ,1 �1.542e :5+ �6�:�. WN c, ��1A � _• NC�� Al 49 5 max 005 6 008 6 0 1 0 1 NC 6 NC 1 3§irmi9Vni WOR MIME- 03 9'8 1431& 92A'%M§N:Cx„��:NC��3 51 GUY2 1 max 0 1 0 1 -0 1 0 1 NC 1 NC 1 1 M �4• �� 2 : �� ? r 1 ' ,� 0 a� I' �nNC" ,`. y1 ,S00-12.., 1. X52 ;n minf� 0 �_r I. �:0 t. 1g 3 °�0 r ,� 1 �1 59 5 max 005 9 004 5 0 1 0 1 NC 5 NC 1 r't. '' S 3. F '•t '+ 3;. • i r .y60� - �;.,,,�."1� _ x'.�.. �;,�.:. min: s�"036� 3.;x � ..01;3 �1�. _.>�a0��:' �1.: �.�,�-�:Q�. � 1;��NC�.�:; wz ��1�� 61 GUY3 1 max 0 1 0 1 0 1 1.542e-5 6 NC 1 NC 1 4620 + R ` � _ x' M -mih! MNOME' U22. AM AM Mi0 MMO, wig 69 5 max 005 6 008 6 032 3 8 143e 5 2 NC 6 NC 3 X70 120" 1`'7 train 0:©'9 3 'Ok14� 3 " :0 a1211a ;: 0 1 N:C a &�rr�W"tOM U 71 GUY4 1 max 0 1 0 1 0 1 0 1 NC1 NC 1 7 WRI-6, s Q �t ,... Z_Zflil M'NC_ Y' A ` 79 5 max 02 5 008 9 0 1 0 1 NC 9 NC 1 ME7012MW� MMI xmina 0.08 I UM MU 03s11Wt P 1,JO, M.01AM WWM1 l 01,91M` IN" IMTHIMM M3 M19M 1 81 GUY5 1 max 0 1 0 1` 0 1 2.633e-3 3 NC 1 NC 1 M '"MM A 1 �:`82� ^��:'�-�� min��0'��'�14�0��1�•�0��1� z. 6�1,5ti6��+NC" K- 61 NCVMN ?104 89 5 max 013 6 011 6 025 3 6.68 6e-4 3 NC 6 1 NC 3 WON IVwm n x`02`3 3 0.?1f9�` 3 � il,MA- 365-r W W:N:C ,:; 3_ MWN0 V6 91 GUY6 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 in NE ZRAWROWNSISAMMOM Q 164 ' -1 OF 7 } 99 5 max 7.005. 5 004 6' 0 1 0 1 NC 6 NC 1 101 GUY7 1 Imax 0 1 0 1 0. 1 1 26le 5 6 NC 1 NC 1. M 2Z L�Iffiinl S 0mM��'` 0.'�:il I mi M 11'1 6333. 3 W'.N�!"M NC QS 109 5 max 013 6 011 6 • 019 6 2.365e-5., 6 " NC ` 6 NC 6 110 min x'023 3 : Oa119� 3 i?Y©25t 3 6 3 NC M. MNQ 111 GUY8 1 max 0 1 0 1 0 1 0 1 NQ 1 NC 11Amin U -M X1 .. 01 OMF� �1 « 0 1 N MM- 14 WMA"'C 119 5 max 0 6 0. 5 0 1 0 1 NC 51 NC -1. X120 aut ' 1 M i;min� 0,86 07, ®29 -A _.. 0: 1ff MW NCM1 . 121 GUY9 1 max 0 1 0 1 0 1 1.945e-3 3 NC 1 NC 1 122f::minrMic01010�11041e5"6u�NC""1NCLIAR 129 5 Imax.. -.018 6 01 6 0 1 0 1 NC 6 NC 1 ESON � �� a M� UAMI ��'W4� M'MM I`M& 3 ?' *2 ffo RMI �2k©�18e�24 s�5tt WWOM �3 MM -6,02 � , 131 GUY10 1 max 0 1 1 0 1 0 1 0 1. NC 1 NC 1 MUIR � �m M" 0�� 1 a"M 1 0 1 O "�:1 �N'C� 1 -93 139 5 max 018 9 1.861' "5, 0 1 0 1 NC 5 NC 1 MUSUMMOMI`min1 073 5 x 0:1';6 1 " 0 1 `0_� 1 NC 1 SNC 1. 4 141 GUY11 1 max 0 1 0- 1, 0 1 1 04le 5 6 NC 1 NC 1 142'1r min SO0ROM ` 0,"'m1'�O;x`.1k�19.4.5e43z3N'CI;�%tNC+,.1 149 5 max 018 6 01 U_22.148 5 2 018e 2 5 NC 6 NC '5 %1`5013 �A�� ORM6�03O4 �3 �`OG19 I `0 1 N.0 r3: `N.0 � "1151 GUY12 1 max 0 1 0 1 10 1 NC1 NC 1 F_n ��.0 W, . ,++ �. 1 ,.� ��,,,159 5 max 1014 5 01 1 0 1 NC 9 NC 1 ; � r,�1189_4 N� 011-ag 0U1.50� . " _� . imin� �..r028 y?�1� � �b .� w �.. r Page 24 RISA -3D Version 6.0.1.5 [H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50 -ft LC #4.r3d] LOAD CASE Wind Loads per ASCE 7-05 T Tower Height= '*x 5 �J0 ft W t PIPE2 1/2SCH Pipe Size =:�,F � �� x 40,5, Guy Size 1 OU x EUbpa Exposure ={P.; Category = II (Table 1-1) V = X150 mph (3 -sec gust) c ��=t,:3:� � nph Yice ='56`pcf Site Class = _ D fir. St =s,•• •0:045: ` Turbine Weight =w 46i' Ib Topographic Effects: § 6.5.7.2 Value'ICFur ieg`�' d 1 FO.a Kn = (1+K,KZK,)2 (Fig. 6-4) Kt KZ K3 a--m Kn = 1.0 Height Factor: § 10.4.3 fz = (z133)0.10 = 1.04 Design Ice Thickness: § 10.4.6 2.0 t I, fz (Kzt)o.ss= 0.00 in Gust Effect Factor: § 6.5.8 For Rigid Structures G = 0.85 Velocity Pressure: § 6.5.10 % = 0.00256KZKztKdV21 Kd = af-_ :: ' Wind Directionality Factor (§ 6.5.4.4) Kn = 1.0 Topographic Factor (§ 6.5.7.2) Kz = 2.01 (z / z9) "° Velocity Pressure Exposure Coefficient (§ 6.5.6.6) Tahla R-9 Exposure a za B 7.0 1200 C 9.5 900 D 11.5 700 50 -ft LC #1.xls Design Loading 1 of 9 LOAD CASE I PIPE CAPACITY PER AISC LRFD 3th ED. Fy 50 ft L= ;...a 150 '='' ft K f t i Yfce = 56 pcf OD = 2.88 in Weightice = 0.000 k / ft A= 1.7 int r= 0.947 in a, _ KLFE r Tc Ar = 2.512 If A r :51.5 Equation E2-2 Fir = (0.658) "; Fy If A r > 1.5 Equation E2-3 0.877 Fir = A2 Fy r Fcr = 6.948 . ksi �cPn' 0cFcr A 8 10.0 kips Self Weight: Support Pipe Pipe Length = 50 ft W= 5.8 Ib/ft td = 0.00 in Yfce = 56 pcf OD = 2.88 in Weightice = 0.000 k / ft Wind on Pipe: W = 0.0147 kips/ ft Wice = 0.0000 kips / ft Equation E2-3 E = 29000 50 -ft LC #1.xls Design Loading 3 of 9 LOAD CASE I Table 6-3 Height above Ground, z (ft) CASE II - Exposure B C D 0-15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 1.27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 zg = 900 (From Table 6-2) a = 9.5 (From Table 6-2) KZ = 1.09 (Calculated - Table 6-3) q= = 59.85 psf gz_ice = 2.39 psf Design Wind Load: § 6.5.15 F = q,.x G x CfxAf Pipe OD = 2.88 in Height = 50 ft Af = 12.00 ft2 Af ice = 12.00 ft2 Force Coefficient for Round Similar Structure Cf = 1.2 (Fig. 6-21) G = 0.85 F = 733 Ib Fice = 0 Ib 50 -ft LC #1.xls Design Loading 2 of 9 LOAD CASE I Table 11.4-1 Site Coefficient, F. Site Class Mapped Maximum Considered Earthquake Spectral Response SS :0.25 SS = 0.5 SS = 0.75 SS = 1.0 SS 21.25 Limit 0.25 0.50 0.75 1.00 1.25 D 1 1.6 1 1.4 1.2 1.1 1.0 Table 11.4-2 Site Coefficient, F„ Mapped Maximum Considered Earthquake Spectral Response Site Class St <_0.1 St = 0.2 St = 0.3 St = 0 -4 -TS -, z0.5 Limit 0.1 0.2 0.3 0.4 0.5 D 2.4 2.0 1.8 1.6 1.5 Fa = 1.6 F„ = 2.4 Site Coefficients and Adjusted MCE Spectral Response Acceleration Parameters: § 11.4.3 Sms = F,SS = 0.128 Sm, = F SI = 0.108 Design Spectral Acceleration Parameters: § 11.4.4 SDs = (2/3) Sms = 0.0853 SDI = (2/3) Smt = 0.0720 Rigid Nonbuilding Structures: § 15.4.2 V = 0.3 x SDsx W x I = 0.007 kips Equivalent Lateral Force: Item Node Type Dir kips Base 1 L X 0 001" Guy 2 L X 0 002 Specific to Guy 3 L X -0:002`x}• 50 -ft Height Guy 4 L X 0 001 Top 5 L X O'~000 50 -ft LC #1.xls Design Loading 4 of 9 No. Sections = Guy Radius =;"2° No. Guy Elevations = 3 ft LOAD CASE I )ort Structure - Model uv Elevations Node # X Y Z 1 0 0 0 2 0k1w5; 0 3 0 0 G3 0 0 4 045 0 5 0 X504 0 MBR # 1 1 2 2 2 3 3 3 4 4 4 5 Node # X Y Z GI 0 0 -25 G2 25 0 0 G3 0 0 25 G4 -25 0 0 Guy # GUY1 G1 2 GUY2 G2 2 GUY3 G3 2 GUY4 G4 2 GUYS G1 3 GUY6 G2 3 GUY7 G3 3 GUY8 G4 3 GUY9 G1 4 GUY10 G2 4, GUY11 G3 4 GUY12 G4 4 50 -ft LC #1.xls Design Loading 5 of 9 LOAD CASE I Distributed Loads (k/ft) 0 Member Wind 0 Dead: Member Dir. Start Mag. End Mag. Start Loc. End Loc. 0 GUY1 T °:�t27 9`1 ,127.914 0 0 Guy IT GUY2 T'; '27,9'1- -27;91 `• 0 0 Guy IT GUY3 T '"1-27-.9 1 `"27 91'� 0 0 Guy IT GUY4 T27 91 27,91 0 0 Guy IT GUYS T27 91 h+ 27 91 j 0 0 Guy IT GUY6 T 27 91, 27 914 0 0 Guy IT GUY7 T T27 9Lr{ ' 27"91uYs 0 0 Guy IT GUY8 T X27 91''p 2,791 0 0 Guy IT GUY9 T" 27 91 K 273916 0 0 Guy IT GUY10 T X27 91 5 27 91 0 0 Guy IT GUY11 T 0 0 Guy IT GUY12 T ti2r791�7:9s1�,; ."' 2 0 0 Guy IT Wind: Member 1 2 3 4 Scar[ mag. rna may. ..0:01,47x , 0`:0147 0.0147. 0:01'47, 0.01470.0147' 0.01,47 - , 0:0147 r Start Loc. End Loc. 0 0 Member Wind 0 0 Member Wind 0 0 Member Wind 0 0 Member Wind 50 -ft LC #1.xls Design Loading 6 of 9 Ice Weight: Member 1 2 3 4 Ice Wind: Member 1 2 3 4 LOAD CASE I star[ mag. tno mag. "0 0000.;; 0.0000: `0.0000` . 0:0000 =- 0:0000 ." ' •-0.0000: ::0:0000 0.0000;, 0 Member Ice Weight 0 0 start mag. tna mag. _:0.00000 0 00000 0 00000 A 0;00,000 0.00000 ; 0:00000 ,0.00000., 0.00000, — Sc Start Loc. End Loc. Member Ice Wind 0 0 Member Ice Weight 0 0 Member Ice Weight 0 0 Member Ice Weight 0 0 Member Ice Weight Start Loc. End Loc 0 0 Member Ice Wind 0 0 Member Ice Wind 0 0 Member Ice Wind 0 0 Member Ice Wind 50 -ft LC #1.xls Design Loading 7 of 9 LOAD CASE I Joint Loads (kips) 5. L ,2. L 2 L 3. L 3 L 4. L 4 L Wind: Joint # Load Type 5 L 2L „2 • L 3 L 3 L 4., L 4~ L Y Y Y Y Y Y Y 0.00273 0.00273' -0:0.0366 0.00366 0:00483 -0:00483 Magnitude ".; X1400' 0.0144 0.0144 0.0223 0.0223 0.0320 010320. Turbine Wt. Guy Wt. x 2 Guy Wt. x 2 Guy Wt. x 2 Guy Wt. x 2 Guy Wt. x 2 Guy Wt. x 2 Turbine Wind Guy Wind Guy Wind Guy Wind Guy Wind Guy Wind Guy Wind 50 -ft LC #1.xls Design Loading 8 of 9 LOAD CASE I Ice Weight: Joint # Load Type Dir. L Y Magnitude Turbine Ice Weighl 5 n 00 ` 0.0 L 2 .. L Y ',0.0000 Guy Ice Weight .2 . , ,. .2 : L Y .0.0000, Guy Ice Weight 3' ', L Y ;0:0000 Guy Ice Weight Guy Ice Wind 3:-' L Y -0.0000", Guy Ice Weight 0.0000 4.:" L Y 0.0000 Guy Ice Weight X 4 . t. L Y 0.6000'' Guy Ice Weight Ice Wind: Joint # Load Type Dir. Magnitude 5` L X 77UZU07 Turbine Ice Weight .2 . , ,. L X 0.0000 Guy Ice Wind ?: L X 0:0000 Guy Ice Wind 3'L X 0.0000 Guy Ice Wind 3 L X 0.0000 Guy Ice Wind 4 L X 0.0000 Guy Ice Wind 4 L X '0.00001, Guy Ice Wind Earthquake: Joint # Load Type Dir. Magnitude 1 L X 0 001 s BASE 2 L X `0 002 GUY1 3 L X �0� GUY2 4 L X s . 0 001 GUY3 5 L X 0 000 TOP 50 -ft LC #1.xls Design Loading 9 of 9 LOAD CASE Member Forces: 50 -ft LC #1.xls Analysis Results 1 of 5 LOAD CASE I T„ = 0.44 kips BS = 7 kips (P9Ty = 0.6 x BS = 4.20 kips % Cap. _ ((9Tg)/T„ = 10.5% T„ = 0.44 kips BS = 7 00 kips 4)9T9 = 0.6 x BS = 4.20 kips % Cap. _ (4)9T9)/T„ = 10.5 % T„ = 0.44 kips BS = 7:OOx kips 4)9T9 = . 0.6 x BS = 4.20 kips % Cap. _ ((D T9)/T„ = 10.5% T„ = 0.62 kips BS= , Kf- kips (P9T9 = 0.6 x BS = 4.20 kips % Cap. _ (4),T,)/Tu = 14.8% 50 -ft LC #1.xls Analysis Results 2 of 5 50 -ft LC #1.xls { LOAD CASE 52 T„ _ 0.42 kips . ANK'.- . E' 0`422+ BS kips (PT, _ 0.6 x BS = 4.20 kips z+ "'' _- r n -1�w `x 0 422 mi1% Cap. - (�eTe)Ru - �3amaz,'r��'0252< rni w �N �v0 4221 �• T2 5k i 10.0 °/ ° CJ' fi � YSi� 0"422- �p 5 ax s � � 0 252 `m� � , rniri ��g�� 0422' Js'J.��'' max �C'r 0 0511'? T„ _ 0.42 kips g,1 roin BS= 7OAkips i-2 ma " w�'r�-04,2 0 051 �9T9 = 0.6 x BS = 4.20 kips "� e 0 422 % Cap. _ .(09T9)ITu,= 051 3mx ; i _ A in X427 10.0 - rn022 E SAM x(,0051 rn n r " -042-2, �V lidy, N0 252 T„ = 0.42 kips in x 0422 BS = I�0 kips ax c 0 252 4)9T9 = 0.6 x BS '= 4.20 kips t4a x %Cap. _ (m9Ts)Ru _ 10.0 % _ . 3max _ 0252 i:Or42 mina -0'422 + rnax ;0 252 mini0422 27,1: T„ = 0.54 kips mi5n s 054 BS= s7g11 kips t 2Yrmaz -0 271 0,Tg = 0.6 x BS = 4.20 kips mm 0 54 % Cap. _ (q)9Tjrru _ 3 max .7�1. 12.9 y% a k© Amin �-�',"°•�:��0�54' '4 mix , '.•<� �0�'`2�13 ming � ..min �.,• , �a�.:z..; '' , Analysis Results • 3 of 5 50 -ft LC #1.xls LOAD CASE �40 24 T„ = 0.42 kips BS = K4ei7'�Q kips X4 ,0 244y, 4),T,-= 0.6 x BS = 4.20 kips t ig% Cap. _ {T048 �24 nf4s19 nati4r24. (4)gTg)IT„ = 10.0 � �! 0�419� T„ = 0.42 kips y+ia0 419 • .BS= kips s`� #0 cl) T = g � 9 — . 0.6 x BS = -4.20 .kis P 4,19' % Cap. _ 3 '� *�.9 J S (0)gTg)/T„ = 10.0 %° U4.11 i 9 0. v+, 49 0'244 T„ = r 0.42 kips , -o ` 0 419 ' BS = -. � n ;; T"00# kips . i 024 cl)gTg = .0.6 x BS = 4.20 kips A�41i9 % Cap. _ � a)�24P4. n 9.;;; �4 3 (cPgTg)/T„ = 10.0% , - Ok244. tI Ar9 T„ = 2.52 kips BS= 0 kips (P9Tg = 0.6 x BS'= 4.20 kips. r -2 518, % Cap. _ a_ r�,�2b5a18� (4�gTg)(T„ :_ 60.0 % LOAD CASE I Reactions: Joint Anchor Reaction Horizontal = 2.1 kips Vertical = 2.9 kips Rod = 3.6 kips Angle = 54.3 deg Mast Reaction Horizontal = 0.1 kips Vertical = 5.0 kips % CAP Tensions 45 Guy 12" `u 'w 59.95 2.52 _ '@;Guy,,8 , 12.86 0.54 Guy�4.14.83 0.62 50 -ft LC #1.xls Analysis Results 5 of 5 Bound {d�1 5Q., UPLIFT W B= LB= DB= fs 0,= 11,= 02= 'Y2— 03= 'Y3= 04= 'Y4= H,= H2= H3= H4= AT= A4= A3= A2= A,= VS4= VS3= US2= usi= Anchor De: r_ 3f cf cf cf cf 5.5 5.5 5.5 fe 5.5 23.62 0 0 0 27.01 Deadman Anchor Desi Uplift, Analysis Reaction Horizontal, Analysis Reaction Parameters WB LB DB H, upper Bound n Solve ' Width of Block Length of Block Depth of Block Skin Friction Friction Angle of soil layer 1 Moist Unit Weight of soil layer 1 Friction Angle of soil layer 2 if top of block is below Moist Unit Weight of soil layer 2 if top of block is below Friction Angle of soil layer 3 if top of block is below Moist Unit Weight of soil layer 3 if top of block is below Friction Angle of soil layer 4 if top of block is below Moist Unit Weight of soil layer 4 if top of block is below Depth from top of grade to bottom of layer 1 OR TOP OF BLOCK Depth from top of grade to bottom of layer 2 or TOP OF BLOCK Depth from top of grade to bottom of layer 3 OR TOP OF BLOCK Depth from top of grade to bottom of layer 4 OR TOP OF BLOCK G1= 2 G2= 2.75 G1= 2 G2= 2.75 G1= 2 G2= 2.75 G1= 4.50 G2= 5.25 WS4= 0 kips WS3= 0 kips Ws2= 0 kips Wsi= 3.24 kips WStotai= 3.24 kips (weight of soil)q Is the fnd above the GW? Fs= 0 (Resistance due to friction) Depth of foundation above GW Uplift = W,/2 + Wc/1.25 or (Wr+WJ/1.5 Depth of foundation below GW UP,= 2.94 (Governs) CW1= 1.65 UP2= 3.26 CW2= 1.65 Wc= l6 kips cy = 0.41 yd Deadman Anchor Design Soil CLASS 3-100_200 50-FT.xls 1 of 2 t Deadman Anchor Design 1 ATCIE3AI Depth Friction Soil Cohesion Begin End Angle Density ftftdes kcQ (ksf) Total Depth (ft Kp xy 321,',.4 f:10.120i1 az-M00.1:.- 2 3.25 Z;.42a t s 43'vg '32,r 3"70.120 '; WO -00 5%, 2 3.25 �U": 1F" v.3i „s4:la .i 0 1.00 0 1.00 0 1.00 Dt= 2 Depth from top of grade to top of the Ind block Db= 4 Depth from top of grade to bottom of the fid block P1= 0.78 Pressure at top of block P2= 1.56 Pressure at bottom of block FS 0 Friction against sliding P1= 0 7800: ilh ' Enter Total pressure from "J" columns for top of fnd P2= V-32 Z.1!5600, S Enter Total pressure from "J" columns for set 2 P3= ^c ?t Enter Total pressure from "J" columns for thri 0 P4= ws r;*.,. Enter Total pressure from "J" columns for fou 0 P5=fi`$a Enter Total pressure from "J" columns for fiftl 0 Hall=�� 3j22yK UP.,,= 2.94 kips z U = 2.90 kips OK Hall= 3.22 K z H = 2.10 kips OK Anchor Dimensions: W x L x D 2 f x 2.75 ft x 2 f a Deadman Anchor Design Soil CLASS 3-100_200 50-FT.xls 2 of 2 U= H= Bound L ti2 + �i t UPLIFT W B= LB= DB= fs 0,= 1't= 02= 'Yz 03= 'Y3 04= 'Y4— H,= H2= H3= H4= AT= A4= A3= A2= A,= VS4= VS3= VS2= Vs,= Deadman Anchor Deisgn ;;=;t2.9�kips Uplift, Analysis Reaction }�?; +`21tkips Horizontal, Analysis Reaction Anchor Design Parameters A Upper Solve Bound Or c LB <= 5 , <= DB <= <= H, <_ 7 ft, 7 f 7f 7 21.54 0 0 0 27.21 Width of Block Length of Block Depth of Block Skin Friction Friction Angle of soil layer 1 Moist Unit Weight of soil layer 1 Friction Angle of soil layer 2 if top of block is below Moist Unit Weight of soil layer 2 if top of block is below Friction Angle of soil layer 3 if top of block is below Moist Unit Weight of soil layer 3 if top of block is below Friction Angle of soil layer 4 if top of block is below Moist Unit Weight of soil layer 4 if top of block is below Depth from top of grade to bottom of layer 1 OR TOP OF BLOCK Depth from top of grade to bottom of layer 2 or TOP OF BLOCK Depth from top of grade to bottom of layer 3 OR TOP OF BLOCK Depth from top of grade to bottom of layer 4 OR TOP OF BLOCK Wstotai= 2.72 kips (weight of soil) FS 0 (Resistance due to friction) Uplift = W,/2 + Wdl.25 or (W,+W,,)/1.5 UP,= 3.04 (Governs) UP2= 3.21 G1= 2 G2= 3.5 G1= 2 G2= 3.5 G1= 2 G2= 3.5 G1= 3.95 G2= 5.45 Ws4= 0 kips Ws3= 0 kips Ws2= 0 kips Ws,= 2.72 kips Is the fnd above the GW?Depth H'0 of foundation above GW Depth of foundation below GW CW1= 2.10 CW2= ' 2.10 We=4 710 kips cy = 0.52 yd Deadman Anchor Design Soil CLASS 4-100_200 50-FT.xls 1 of 2 Deadman Anchor Deisgn I AT=DAI , Depth Friction Soil Cohesion Begin End Angle Density ft ft degs kcf) (ksf) Total Depth (ft Kp S; Or -r;'; ."'27t L 'i&U26.7AM M0.100IR :;�W.00 2 2.56 WE 2 PON, Ift.2614M Fk O.100 `s -,0-00W, 2 2.56 �? ask+ZI4 iii:nf fid'' u: R'�dt s a° a r. 0 1.00 r -a z�Xa ru � �w . ";M, u::'n X M 9 ;.�ax ?:ms's.:—k&R, E rt�LTi f7ln, 0 1.00 ��(-�d• Dt= 2 Depth from top of grade to top of the fnd block Db= 4 Depth from top of grade to bottom of the fnd block P1= 0.51 Pressure at top of block P2= 1.02 Pressure at bottom of block FS 0 Friction against sliding P1= ZEWO',51003UZr� Enter Total pressure from "J" columns for top of fnd P2= ,1`.0200:f"R Enter Total pressure from "J" columns for set 2 P3=$'ku3 Enter Total pressure from "J" columns for thri 0 P4= MAW, -, L;, Enter Total pressure from "J" columns for fou 0 P5= ,4jjft #��- Vi,A.V Enter Total pressure from "J" columns for fiftl 0 Hall=1; R10;'`:2�gg' K UPaii= 3.04 kips V >_ U = 2.90 Hall= 2.68 K z H = 2.10 Anchor Dimensions: W x L x D 2 f x 3.5 ft x 2ft kips OK kips OK Deadman Anchor Design Soil CLASS 4-100_200 50-FT.xls 2 of 2 Deadman Anchor Des Jplift, Analysis Reaction :action H = 1 .2.1=kips Horizontal, Analysis Re Anchor Design Parameters Lower Upper Bound Bound <= WB <=s10 <= LB <= 5 2 ' ` <= DB <= 3 Solve UPLIFT WB=` " • " =""2 ft Width of Block r-' 4 ft Length of Block D6= A '2 ft Depth of Block 0 ksf Skin Friction 01= ''' , _" ' ±n20 ° Friction Angle of soil layer 1 90 pcf Moist Unit Weight of soil layer 1 02= 1r.wr 1�4'V_0 ° Friction Angle of soil layer 2 if top of block is below Yz= + ` 0 ;}r s r , pcf Moist Unit Weight of soil layer 2 if top of block is below 03=Friction Angle of soil layer 3 if top of block is below 13= ;'s ,;,,_0 pcf Moist Unit Weight of soil layer 3 if top of block is below 04=t"":._ _0 ° Friction Angle of soil layer 4 if top of block is below Yam YQ pcf Moist Unit Weight of soil layer 4 if top of block is below H,= ,• ._ ' . 2 ft Depth from top of grade to bottom of layer 1 OR TOP OF BLOCK H2= ,' t' rti, a'''0 ft Depth from top of grade to bottom of layer 2 or TOP OF BLOCK H3= oft Depth from top of grade to bottom of layer 3 OR TOP OF BLOCK H4=;; 1_.._ ' 0 ft Depth from top of grade to bottom of layer 4 OR TOP OF BLOCK AT= 8 G1= 2 A4= 8 ftz G2= 4 A3= 8 ftz G1= 2 A2= 8 G2= 4 A,= 18.85 G1= 2 G2= 4 G1= 3.46 VS4= 0 G2= 5.46 Vs3= 0 VS2= 0 Ws4= 0 kips Vs1= 26.09 WS3= 0 kips Ws2= 0 kips Wsi= 2.35 kips Wswtar= 2.35 kips (weight of soil) F7Y' ,' Is the fnd above the GW? FS 0 (Resistance due to friction)11 .., ` Depth of foundation above GW Uplift = W,/2 + W�1.25 or (Wr+W J/1.5 ;.2151 Tag Depth of foundation below GW UPS= 3.09 (Governs) CW1= 2.40 UP2= 3.17 CW2= 2.40 WC= f 2 40`kips cy = 0.59 yd3 Deadman Anchor Design Soil CLASS 5-100_200 50-FT.xls 1 of 2 LATERAL Deadman Anchor Design Depth Friction Soil Cohesion Total Kp Begin End Angle Density Depth ft ft degs kc ks ft �`,S Y 0'. -, i? ",� 2 Fk . ?Y'_ } I'. i 20 Ns c."d?0.090 3 ;: 0.00 .- 2 2.04 2 K -01i 2Q UziM;0.090'3 s.i`J0.00 ii-' 2 2.04 �ysvr. n 4tqf�hjj f» ii' tY r"xw . ti E'"x 0 . 1.00 i��aZ1L� �w86J,i" ... � '"t l.��'4{l: Jt?:J C ryds3P�t ATF• 7 sw i.?'ar 0 1.00 arc .waa iGl3n1. S?n 0 1.00 Dc= 2 Depth from top of grade to top of the fnd block Db= 4 Depth from top of grade to bottom of the fnd block P1= 0.37 Pressure at top of block P2= 0.73 Pressure at bottom of block FS= 0 Friction against sliding P1= VN,M0.3,70GUjW Enter Total pressure from "J" columns for top of fnd P2= -`�5-X0:7300" Enter Total pressure from "J" columns for sec 2 P3= u' ��s *?t Enter Total pressure from "J" columns for thn 0 P4=.,f t�r# Enter Total pressure from "J" columns for fou 0 P5= i n# + XYi Enter Total pressure from "J" columns for fiftl 0 Hall= 7 20] K UP.,,= 3.09 kips >_ U = 2.90 kips OK " Hail= 2.20 K >_ H = 2.10 kips OK Anchor Dimensions: W x L x D 2 -ft x 4 f x 2 ft Deadman Anchor Design Soil CLASS 5-100200 50-FT.xls — 2 of 2 Whisper 200 Owners Manual Introduction Document #0212 REV B typical Renewable Energy System Wiring lou will need to make the electrical connections as shown below. See wire size table below. WHISPER WIRE SIZE FROM WIND GENERATOR TO WHISPER CONTROLLER The following tables are used to determine the wire size based on your system voltage and the distance required to connect your Whisper 200 to the WHISPER Controller. Distances are one way distances from the turbine. connection to Whisper Controller terminals. VOLTS COPPER WIRE SIZE AWG 14 12 X0.10 8 6 4 3 2 1 0 2/0 3/0 4/0 250 300 350 400 500 12 24 30-36 48 60-72 120 240 FEET HVL) xx xx xx xx 108 217 678 2710 xx 0.204 87 173 346 1082 4327 xx 69 138 27 551 1722 6888 XX 109 218 436 879 2730 10910 42 170 339 678 1357 4241 16960 68 271 542 1084 2169 6779 27110 85 341 682 1364 2727 8525 34090 108 430 860 1720 3439 10750 42990 137 549 1098 2195 4390 13723 171 682 1364 2727 5455 17050 332 217 865 1731 3462 6923 12860 1679 3360 273 1088 2177 4355 8710 27230 147 345 1378 2755 5510 11020 686 1370 402 1607 3214 6429 12860 3160 C it 482 1929 3857 7714 15430 563 2250 4500 9000 650 2596 5192 10390 805 3214 6429 SIZE 14 12 Diam inches 0.064 0.081 Diam MITI 1.628 2.057 VOLTS COPPER VIRE SIZE AWG 14 12 10 8 6 4 3 2 1 0 2/0 3/0 4/0 250 300 350 400 500 10 8 6 4 3 0.102 0.129 0.162 0.204 0.229 2.591 3.277 4.115 5.182 5.817 Controller See the 32-36 Whisper Controller 3/0/� installation + section for 0.289 complete Ground nn wiring de - Lug tails N Fuse Included 10 Feet or 3 Meters Maxi- mum Distance Battery Bank 12 24 32-36 48 6472 120 240 3/0/� l METERS 0.258 0.289 0.325 0.365 1�„ xx rot xx 33 66 207 826 9.271 xx roc 27 53 105 330 1319 xx 21 42 84 168 525 2099 xx 33 66 133 268 831 3320 13 52 103 207 414 1293 5170 21 83 165 330 661 2066 8260 26 104 208 416 831 2598 10390 33 131 262 524 1048 3277 13100 41 167 335 669 1340 4183 52 208 416 831 1663 5200 66 264 528 1055 2110 6600 83 332 664 1327 2655 8300 105 420 840 1679 3360 123 490 980 1960 3919 147 588 1180 2351 4700 172 686 1370 2740 �� 7 198 245 791 980 1580 1960TE 3160 C it it,JI DING Dill % 4 PPROVi= 2 1 0 2/0 3/0/� l 0.258 0.289 0.325 0.365 0.409 6.553 7.341 8.255 9.271 10.389 SOUTHWEST WINDPOWER 11/22/2004 6 Southwest Windpowar HZOO 1000W max. Wind 6*narofor 48VDC .7 phare alflg - Southwest winapowar For Solar H200 charge controller 4 A Brooker FFC=l DisicannactL :1- (2) Xontrox XW-MPPT60-150 60A Charge Controller* 60A Brooker --Z- DjSC*n"Q4Cf 48V go+tary llonl< 60A. Brooker disconnect Xonfrox XW6048 I20/240V 60 Hz 6000W inverter y i,.�,�,LDING DrVISIJOi APPROVED For Solar NOTES: Wires for wind gan run inside polo C,ancra+or grounded to ground rod at ebas f p * I At e, �610- 3 le -49 Drawn By: J. Nuf f+ Data: 04/08 Kovacs/Top No+ Energy Off Chid Wind roan Wiring Diagram OU-FrE COUNTY IU I' liN( '1si0t" REINFORCING STEEL NOTES: 1. THE REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615, GRADE 60. IT SHALL BE DEFORMED AND SPLICES SHALL NOT BE ALLOWED UNLESS OTHERWISE NOTED. 2. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. 3. REINFORCING CAGES SHALL BE BRACED TO RETAIN PROPER DIMENSIONS DURING HANDLING AND THROUGHOUT PLACEMENT OF CONCRETE. WHEN TEMPORARY CASING IS UTILIZED, BRACING SHALL BE ADEQUATE TO RESIST FORCES OCCURRING FROM FLOWING CONCRETE DURING CASING EXTRACTION. 4. SPACERS SHALL BE ATTACHED INTERMITTENTLY THROUGHOUT THE ENTIRE LENGTH OF TIEBACK REINFORCING TO INSURE CONCENTRIC PLACEMENT OF CAGES IN EXCAVATIONS. 5. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3" UNLESS OTHERWISE NOTED. APPROVED SPACERS SHALL BE USED TO INSURE A 3" MINIMUM COVER ON REINFORCEMENT. CONCRETE NOTES: 1. WORK SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE ACI -318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." 2. THE CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI IN 28—DAYS. 3. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLA11ON METHOD UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENTS OF ACI -318 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE. CONCRETE NOTES (CONTINUED): Ipnc,,, Zoog 4. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS, INFILTRATION OF WATER OR SOIL, AND OTHER OCCURRENCES THAT MAY DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION. 5. FREE FALL CONCRETE MAY BE USED PROVIDED FALL IS VERTICAL DOWN WITHOUT HITTING THE SIDES OF THE EXCAVATION, FORMWORK, REINFORCING BARS, FORM TIES, CAGE BRACING, OR OTHER OBSTRUCTIONS. UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL THROUGH WATER. 6. THE MAXIMUM SIZE OF THE AGGREGATE SHALL NOT EXCEED A SIZE SUITABLE FOR THE INSTALLATION METHOD UTILIZED OR 1/3—CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. THE MAXIMUM SIZE MAY BE INCREASED TO 2/3—CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS AND VOIDS. 7. GUY ANCHOR FOUNDATION DESIGN IS BASED ON TABLE 1804.2 "ALLOWABLE FOUNDATION AND LATERAL PRESSURE" FROM THE 2003 INTERNATIONAL BUILDING CODE. SEE DETAILS THIS SHEET. ALLOWABLE FOUNDATION AND LATERAL PRESSURE PROJECT INFORMATION: WHISPER 100/200 50 -ft GUYED Southwest Windpower Renewable Energy Made Simple 1801 West Route 66 Flagstaff, AZ 86001 Office: (928) 779-9463 ALLOWABLE LATERAL BEARING LATERAL SLIDING SOIL CLASS DESCRIPTION FOUNDATION PRESSURE (PSF) (PSF/FT BELOW NATURAL GRADE) COEFF. OF FRICTION RESISTANCE (PSF) 1* CRYSTALLINE BEDROCK 12,000 1,200 0.70 — 2* SEDIMENTARY AND FOLIATED ROCK 4,000 400 0.35 — 3 SANDY GRAVEL AND/OR GRAVEL 3,000 200 0.35 — GW AND GP 4 SAND,bANU, biLIT SAND, CLAYEY SILTY GRAVEC,—TRU— CLAYEY GRAVEL SW,SP,SM,SC,GM AND GC 2,000 150 0.25 — 5 CLAY, SANDY CLAY SILTY CLAY, CLAYEY SILT, SILT AND 1,500 100 — 130 SANDY SILT CL, ML, MH AND CH *SOIL CLASSES 1 AND 2 REQUIRE "ROCK ANCHORS" WHICH ARE NOT DETAILED IN THESE DRAWINGS. TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 (919)661.6351 PROJECT INFORMATION: WHISPER 100/200 50 -ft GUYED Southwest Windpower Renewable Energy Made Simple 1801 West Route 66 Flagstaff, AZ 86001 Office: (928) 779-9463 I DRAWN BY: WHIVII CHECKED BY: MLG SHEET NUMBER: S.1 REVISION: 0 TEP #080007.12 o 04-� 1_oa REV DATE a� 25'—O"± FROM POINT OF TO CENTERLINE OF THE S NOTE: 1. GUY ANCHOR FOUNDATION SIDE VIEW IS TYPICAL FOR P SOIL CLASSES 3-5. 2. IF FROST LINE IS KNOWN TO BE GREATER THAN 2'-0" ,� OR WATER TABLE IS LESS THAN 2'-0", THE DESIGN (� ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. � EX�:o�o%o D� C�� EXISTING GRADE OWN FOR REFERENCE LY. ACTUAL ANCHOR D MAY VARY. GUY ANCHOR FOUNDATION (SIDE VIEW) - SOIL CLASSES 3 - 5 SCALE: 1" = 1'-0" 11, 2008 ES QUANTITY :S WITH SOIL CLASS. (4)—#5 BARS LENGTH VARIES WITH SOIL CLASS. 0 1 2 SCALE IN FEET TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603.5263 �,� (919) 661.6351 \y' PROJECT INFORMATION: WHISPER 100/200 50 -ft GUYED Southwest Windpower Renewable Energy Made Simple 1801 West Route 66 Flagstaff, AZ 86001 Office: (928) 779-9463 I DRAWN BY. WHMI CHECKED BY: MLG SHEET NUMBER: S-2 REVISION: 0 TEP #080007.12 0 04- I I -08 REV DATE NOTE: 1. GUY WIRES ARE NOT SHOWN FOR CLARITY. 2. IF FROST LINE IS KNOWN TO BE GREATER THAN 2'-0" OR WATER TABLE IS LESS THAN 2'-0", THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. OWN FOR REFERENCE LY. ACTUAL ANCHOR D MAY VARY. K//'�//%�//'�// GUY ANCHOR FOUNDATION (FRONT VIEW) - SOIL CLASS 3 SCALE: 1" = 1'-0" EXISTING GRADE a \/\\� z CLR\ \ \\\ \\\ \\\ \ \ .(4)—#5 BARS.\/\ '( AS> SHOWN. TIES OWNS SPACED \/\\/ q 11, 2008 0 1 2 SCALE IN FEET ` TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC -6351 5263 (919) 661-6351 PROJECT INFORMATION:DRAWN WHISPER 100/200 50 -ft GUYED Southwest Windpower Renewable Energy Made Simple 1801 West Route 66 01 Flagstaff, AZ 86001 Office: (928) 779-9463 BY: WHM CHECKED BY: MLG SHEET NUMBER: S 3A REVISION: 0 TEP #080007.12 0 04-11-05 REV DATE 4. o NOTE: 1. GUY WIRES ARE NOT SHOWN FOR CLARITY. 2. IF FROST LINE IS KNOWN TO BE GREATER THAN 2'-0" OR WATER TABLE IS LESS THAN 2'-0", THE DESIGN r 0 7 ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. EXISTING GRADE cM�, / �/ /\/\/\/\/\/\/\/\/\\/\/\\/\/Ij'�\/�\/�\/�\/�\/�\/�\/�\/ \/�\/�\/� pn(11, 2008 ///\/ /��/��\��/��/��/��/��/��/��/��\/ o -SHOWN SFOR ff AREFERENCE \ONLY. �\ �\ \ �` �\ �\ �\ �\ �\\\\i Z �\ ACTUAL ANCHOR / \�\� ROD MAY VARY. �� X1\�� / y g///\�'\///\\\N\/\\// /\\//\\/\\/\\�\v\\/\\/\\/\\/\\/\\" �\/\ //�t3T\CLR (P)�\ \\/\jj\jj \\ \\ \\ \ ° I I'v ° (4)—#5 BARS. / / / o o ..v .•° ° J ° // // �(3'-0" LONG) �(4)—#4 TIES SPACED �/cAS SHOWN. P �y��\`/ // m. °\ter/• ° ///\\//\\/� /p�� ° U //,Y/3 6 /i.//i, GUY ANCHOR FOUNDATION (FRONT VIEW) - SOIL CLASS 4 0 1 2 SCALE: 1" = 1'-0" SCALE IN FEET 1 TOWER ENGINEERING PROFESSIONALS PROJECT INFORMATION: Southwest Windpower DRAWN BY: WHM CHECKED BY: MLG n� 3103 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 ' (919)661-6351 WHISPER 100/200 50 -ft GUYED Renewable Energy Made Simple 1801 West Route 66 AZ 86001 Office: (928) 779-9463 SHEET NUMBER: S=3B REVISION: 0Flagstaff, TEP #:060007.12 0 04-11-06 REV DATE z NOTE: 1. GUY WIRES ARE NOT SHOWN FOR CLARITY. 2. IF FROST LINE IS KNOWN TO BE GREATER THAN 2'-0" OR WATER TABLE IS LESS THAN 2'-0", THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. EXISTING GRADE OPOSEDNCHOR ROD' \\/\\/ �/\\/\\/\\/\\/\\/\\/\\/\\/\\/ LY. ACTUAL ANCHOR\\\ T\✓\\\\\\\\\\\\\\\\/�\\0H D MAY VARY. ��4. \\\\ �j�� (4)—#5 BARS. ?\�C \oI. i , . i(5)—#4 TIES SPACED FR IT r ' 1E COQ ��j �I ,? \\ \�A\ APPROV ED GUY ANCHOR FOUNDATION (FRONT VIEW) - SOIL CLASS 5 SCALE: 1" = 1'-0" i 72894 rx?! 0G/3�D5 � U/105 11,2008 11, 2008 0 1 2 SCALE IN FEET i TOWER ENGINEERING PROFESSIONALS + 3703 JUNCTION BOULEVARD All RALEIGH, NC 27603-5263 e; (919) 661-6351 �� PROJECT INFORMATION: WHISPER 100/200 50 -ft GUYED Southwest Windpower Renewable Energy Made Simple 180, West Route ss Flagstaff, AZ 86001 Office: (928) 779-9463 I DRAWN BY: WHMI CHECKED BY: MLG SHEET NUMBER: �� REVISION: 0 TEP #080007.12 0 04- 11-05 REV DATE NOTE: 1. IF FROST LINE IS KNOWN TO BE GREATER THAN 1'-0" OR WATER TABLE IS LESS THAN 1'-0", THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. io- Ana APP O E ---I-- croi inr for MASE. TTACHMENT SIDE VIEW MAST FOUNDATION DETAILS SCALE: 1" = 1'-0" SPACED (3)—#4 BARS EQUALLY SPACED EACH WAY. (1'-6" LONG) (6 TOTAL) 3" CLR (TYP)- 2'-0" M TOP VIEW 0 1 2 SCALE IN FEET � TOWER ENGINEERING PROFESSIONALS 03703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 ;: (919) 6616351 4\�' PROJECT INFORMATION: WHISPER 100/200 50 -ft GUYED Southwest Windpower Renewable Energy Made Simple 1801 West Route 66 Flagstaff, Az 86001 Office: (928) 779-9463 DRAWN BY: WtiM CHECKED BY: MLG SHEET NUMBER: -4 REVISION: 0 TEP #:080007.12 0 04-1 1-08 REV DATE • o fV . v � a 3" CLR (TYP)- 2'-0" M TOP VIEW 0 1 2 SCALE IN FEET � TOWER ENGINEERING PROFESSIONALS 03703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 ;: (919) 6616351 4\�' PROJECT INFORMATION: WHISPER 100/200 50 -ft GUYED Southwest Windpower Renewable Energy Made Simple 1801 West Route 66 Flagstaff, Az 86001 Office: (928) 779-9463 DRAWN BY: WtiM CHECKED BY: MLG SHEET NUMBER: -4 REVISION: 0 TEP #:080007.12 0 04-1 1-08 REV DATE 703 C) o M op # 0-, LA 0 < U-1 IJ La IJ Z"Ns iv. 13v.m I COUIVTY APR 2 8 2008 DEVELOIINT SERVICES: �., K ` Rotor`Diameter ,_ 7 ft. (2.1 m) 9 ft'(2.7 Weight 47 lbs (21 kg) Box: 74 lbs (22.56kg) . 65 lbs (30 kg) Box: 87 lbs (39.46kg) f; Shippmg;gnjensions 51 x 20 x 13° (1295 x 508 x 330mm): 51 x 20 x 13° (1 295 x 508 x 330mm) Mount! 2.5 schedule 40 2.5" schedule 40 - Start upwind ,s-peetl 7.5 mph (3.4m/s) 7:mph (3.1 m/s) Voltage: 12, 24, 36, 48 VDC 12, 24; 36, 48 VDC (HV available)rip _2 +j r Rated Power' watts at 26 mph (11.6m/s) 900 watts at 28mph (12.5m/s) 1000 - Ec ,/ i QR fp�y . Turbine Controller Whisper Controller Whisper Controllerp� Body Cast Aluminum/Marine option avail. Cast Aluminum/Madne'option avail. Blades (three) Polypro/Carbon Glass Reinforced Polypro/Carbon,Glass ReinforcedeQ�® 0 erspeed Protecfion.. .Side -Furling Side Furling Kilowatt hours per month: 100 kWh/mo @12mph (5.4m/s)'' 158 kWh/mo @12mph (5.4m/s) ;. Warranty°:' ;r 5 Year Limited Warranty. 5 Year Limited Warranty Survival Wind speed: 120 mph (55 m/s), 120 mph (55 m/s) _ ;1000 V.Performance' Curves. i a 1� �. E2 600 " F 31 All r'v�,�i� .v"`Ci '^0. O .3i��-.�tk?Pyj'T3r+Y rf"c• � ti "�3a�iA°"rMY� i4A�: 40 400..' '� L 200 300' p 0 �:�. rk n.f 25k i,4 1 Patented , mph 5 10 15: 20 25 30.-35 40 45 2 9 ppp "N F ^* Ms 2.3 4.5 6.8 9.0 11.3 13.5 156 18.0'20.3 , �L��eTE'Y4.e'�idGrcEy� vs3 y� ?..�:.✓ced 100 � h.� '^. �° s�;�" R 0. mph 4, 6` 8 ' '10" 12 14 South ® ower. m/s 1.8 2.7 3.6 .4.5 5.4 • 6.3 Annual Average Wind S Renewable Enel-gy Made Simple Weigh `Distribution Curve k 2 1801 W.. Route 66 ®' Flagstaff, AZ 86001 USA Tel 928-779-9463 e Fax 9287779-1485 www.windenergy.com a E-mail info.@windenergy.com D3PPS SPWnvesI WNEPPM<.InP. .. i - . "am *f GRev C `.c'`kz''..ri=fib: i cf?. WIM5 ' �•I FF E . 3. � 2 .x ■ x x 2 . x � f . k � k & ƒ / �14, 2§ 7 2 � � { . �| ■ � i 2 . § # � ■ ■ o f � � co ¥ i © IL 0 2 _ , ■ �<% � � ƒ . � a » $� \ ! , i ■ � : EPVSOLAR Electrical Specifications Warranty STC PTC Rated Power Pmax (W) 42 40.5 Voltage at Maximum Power Vmp (V) 45 43 Current at Maximum Power Imp (A) 0.94 0.95 Open Circuit Voltage Voc (V) 60 57 Short Circuit Current Isc (A) 1.18 11.2 Maximum System Voltage Vsys (V) IEC I UL 1000V / 600V Temperature Coefficient of Pmax Tk (Pmax) -0.19 %/°C Temperature Coefficient of Voc Tk (Voc) -0.28 %/°C Temperature Coefficient of Isc I Tk (Isc) +0.09 %/°C Mechanical Specifications Warranty Length in/cm 49/124.5 Width in/cm 25/63.5 Weight lbs/kg 27/12.3 Thickness (including wiring boot) in/cm .95/2.4 Module area ft 2/m 2 8.5/0.79 Bypass Diode None Module Type a -Si (amorphous silicon) Frame Material Frameless Glass Type 0. 1 25in/0.3cm annealed glass on front and back Encapsulation EVA (ethylene vinyl acetate) Output Cable I Connectors 14 AWG single insulated or 2.5mm double insulated with quick connect connector Warranty and Certifications Warranty 25 year limited power output warranty 2 year limited workmanship or materials G.e warranty Certifications IEC 61646, Safety Class II for DC 1000V through applied standards IEC 61730-1 and IEC 61730-2 Dependence on Temperature_ ,s i..... 1..... ; ....�._.. ,.. t....t DD o IOD mD mo 40D eDD em voo em ADD ,roo ++oo tmadlBn (w!m7 a E Z' t 2. SSG W'm' � 10 _ i G.e J7J tY:m'I 2Y: MM,1 ?D ct:m CO D +0 a DD 40 50 63 Module -Otago Cts Electrical specifications are rated at Standard Test Conditions STC (Irradiance of 1000W/m2, AM 1.5G, cell temperature 25°C) and PVUSA Test Conditions PTC (Irradiance of 1000W/m', AM 1.5G, ambient temperature 20°C, 1m/s wind speed). During the stabilization process that occurs during the first few months in service, module power output will exceed specified ratings. Power output may be higher by 20%; operating voltage may be up to 6% higher; operating current may be up to 14% higher; and short circuit current may be up to 10% higher. CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT 8 Marlen Drive, Robbinsville, NJ 08691 USA I Ph: 1.609.587.3000 1 Fax: 1.609.587.5355 www.epvsolar.com I sates@epvsolar.com EPVSOLAf2 ry Electrical Specifications Warranty STC PTC Rated Power I Pmax (W) 140 in/cm 38.5 Voltage at Maximum Power Vmp (V) 44 40.4 Current at Maximum Power Imp (A) 0.92 0.95 Open Circuit Voltage Voc (V) 59 55.4 Short Circuit Current Isc (A) 1.17 11.16 Maximum System Voltage Vsys (V) IEC I UL 1000V / 600V Temperature Coefficient of Pmax Tk (Pmax) -0.19 %/°C Temperature Coefficient of Voc Tk (Voc) -0.28 %/°C Temperature Coefficient of Isc Tk (Isc) 1 +0.09 %/°C Mechanical Specifications Warranty Length in/cm 491124.5 Width in/cm 25163.5 Weight lbs/kg 27112.3 Thickness (including Miring boot) in/cm .9512.4 Module area ft 2/m 2 8.510.79 Bypass Diode None Module Type a -Si (amorphous silicon) Frame Material Frameless Glass Type 0. 1 25in/0.3cm annealed glass on front and back Encapsulation EVA (ethylene vinyl acetate) Output Cable / Connectors 14 AWG single insulated or 2.5mm double insulated with quick connect connector Warranty and Certifications Warranty 25 year limited power output warranty 2 year limited workmanship or materials warranty Certifications UL1703 listed, IEC 61646, Safety Class II for DC 1000V through applied standards IEC 61730-1 and IEC 61730-2 Dependence on Temperature_ : Ds ` u0.! _...�._.i__.J.. _....i... _.�. __. __.__._..._.: .._.. D9 03 DD r.__i i D 100 700 900 bD 500 50D 700 800 000 1000 1100 Wadian cwfm�) Iv 00 0 10 70 90 :8 5D 60 WdA,cDago nf! Electrical specifications are rated at Standard Test Conditions STC (Irradiance of 1000W/m', AM 1.5G, cell temperature 25°C) and PVUSA Test Conditions PTC (Irradiance of 1000W/m2, AM 1.5G, ambient temperature 20`C, 1m/s wind speed). During the stabilization process that occurs during the first few months in service, module power output will exceed specified ratings. Power output may be higher by 20%; operating voltage may be up to 6% higher; operating current may be up to 14% higher; and short circuit current may be up to 10% higher. CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT 8 Marlen Drive, Robbinsville, NJ 08691 USA I Ph: 1.609.587.3000 1 Fax: 1.609.587.5355 www.epvsolar.com I sates@epvsolar.com � COPY I A S S �OJO R OWNER � BP � � J BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES AGRICULTURAL BUILDING EXEMPTION 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: 4424 HUMMER RD Owner: Permit NO: B07-2332 APN: 063-340-013 KOVACS, LIVING TRUST Issued Date: 12/10/2007 By KCG Permit type: MISCELLANEOUS PO BOX 353 Subtype: Ag Exempt CHICO, CA 95973 Expiration Date: 12/09/2008 Description: AG BUILDING: TRACTOR STORA( (530) 588-6552 Occupancy: Zoning: U Contractor Applicant: Square Footage: KOVACS, LIVING TRUST Building Garage Remdl/Addn PO BOX 353 576 CHICO, CA 95973 Other Porch/Patio Total (530)588-6552 576 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $115.98 Total Charged: $191.68 Fees Paid: $191.68 Balance Due: $0.00 Receipt No: B5311 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 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 full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 12/10/2007 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 Contractor's 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: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑I WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the 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 performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by II 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 Contractors License Law.). Carrier. Policy Number: Exp. Date: (This section need not be completed if the permitis or onT a hundred dollars ($100) or 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' 12/10/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Owners Signature Date �---- 12/10/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature / Date WARNING: FAILURE TO SECURE 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 ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the 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 property owns ram authorized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY C,4,1C2anJ SAI S 12/10/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ® Owner ❑ Contractor OR. Agent for Owner DAgent for Contractor FILE COPY Lenders Address City State Zip 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 a place 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 permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initials Ce AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials GK 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 C t_ AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: 4424 HUMMER RD Permit No: B07-2332 APN: 063-340-013 Square Footage: 576 Permit Type: MISCELLANEOUS Occupancy: Permit Subtype: Ag Exempt Zoning: U Description: AG BUILDING: TRACTOR STORAGE (24' Required Setbacks: Applicant: KOVACS, LIVING TRUST Front: Side: 20' Rear: 20' PO BOX 353 CHICOCA95973 Type of Construction: (530) 588-6552 Type of Siding: Hardiplank Owner: KOVACS, LIVING TRUST Est. Const. Cost: $ 23,040.00 PO BOX 353 CHICO, CA 95973 Roof Covering: Compostion (530) 588-6552 Floor Type: Concrete 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: <� Date• 11/14/2007 FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 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" OWNER INFORMATION Last Name (' I ova O S irst Name Mailing Address 0b L36 X 35-3 City NCO State C314 Zip M2 7 / Phone Jrg$ _6 Jr Fax �- E-mail CONTRACTOR Name FXe6L,4i v e 1�or1e S Address 36 � Z F5 14,1-A City N"(0 City State � Zip g3_773 Phone l_61(�Z Phone Fax 2?l_ 87.E 3 E-mail E -m ' Lic. #6q0,59 3 Clash Y7 APPLICANT INFORMATION ARCHITECTIENGINEER Name City Ch 1 CD Address Zip �7 y 73 City Fax S?l _ 27-53 State Zip Phone Address Fax E -m ' T1 -a crw, State License Number APPLICANT INFORMATION Name - ec,f; v 2 me.S Address 36y2 F )4.vk City Ch 1 CD State Zip �7 y 73 Phone 0�� 699 2 O Fax S?l _ 27-53 E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone I X I SRA res No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. V-2332 BIN # PROJECTLOCATION AP# Q6,3 — jLID _. O i 3 Property Address J 12 LI MM,,I' City lv/eS� AKc Cross Street 13, / d WORKER'S/ COMPENSATION Policy Number F_ 1/30;9:may Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 2 x Z 9 & T1 -a crw, Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 1 Receipt #:?Q Date:' I - I ol Amount: SRA Sheriff SMIIP El I Total Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2332 Date: 11/14/2007 Location: 4424 HUMMER RD By: KCG Parcel Number: 063-340-013 Sub Type: A2 Exempt Owner Name: KOVACS, LIVING TRUST Phone: (530) 588-6552 Description: AG BUILDING: TRACTOR STORAGE (24'X 24') The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No ❑ ❑ ❑ ❑ ■ E WE7�, M■■ e�. ■ Y ■ OM -01 DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 h .. 1 „ ro / - 11 Other: uuftr Other: Other: Signature of Property Owner: FILE Date: 11/14/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official sh 1 expire and become null and void if the work authorized by such permit is not started or completed within one year from the dat f issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided con uction progress has been documented by the Building Division during each year during scheduled inspections. No changes ma be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the pe ittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of w rk covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this b ilding or any portion of the building for which this permit is issued without a final inspection. q �or A3 Fe)"� ?epMjj�� EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2332 Location: 4424 HUMMER RD Parcel Number: 063-340-013 Date: 11/14/2007 Owner Name: KOVACS, LIVING TRUST Phone: (530) 588-6552 Description: AG BUILDING: TRACTOR STORAGE (24' X 241) Signature of Applicant: Date: 11/14/2007 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Permit Number: B07-2332 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Job Address: 4424 HUMMER RD Contractor: Printed: 11/14/2007 1:09 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBOMSCF Ag Exemption Permit 0010-440001-4210500-1010 $115.98 11/14/2007 $115.98 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 11/14/2007 $75.70 Printed By: Kourtni Graham 191.68 $191.68 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during,,the plan ch ec g process. Signature: Date: 11/14/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-2332 Date: 11/14/2007 Location: 4424 HUMMER RD By: KCG Parcel Number: 063-340-013 Sub Type: Al! Exempt Owner Name: KOVACS, LIVING TRUST Phone: (530) 588-6552 Description: AG BUILDING: TRACTOR STORAGE (24'X 24') By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 11/14/2007 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: 4424 HUMMER ROAD Owner: Permit No: B07-2020 APN: 063-340-013 KOVACS, CAMERON R. & AND Issued Date: 11/14/2007 By KCG Permit type: RESIDENTIAL PO BOX 353 Subtype: SFD-Mobile Home PFS CHICO, CA 95927 Expiration Date: 11/13/2008 Description: NEW MH, NEW SITE, PERM FND (: (530) 588-6552 Occupancy: Zoning: U Contractor Applicant: Square Footage: EXECUTIVE HOMES EXECUTIVE HOMES Building Garage RemdUAddn 3042 ESPLANADE 3042 ESPLANADE 1,512 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530)891-6992 (530)891-6992 1,512 FEE INFORMATION CWIF MH $1,853.79 DBFIRE SRA Fire Plan Review (S $102.70 CWIF MH $1,663.57 DBMSC Mobile Home Permit Fee. $350.34 CWIFAUD Impact Processing Audi $50.00 DBOMSCF Fire Safe Standards Re $115.98 CWIFDDS Impact Processing Fee $50.00 DBSMIP Residential $9.83 DBEH Building Review Fee $75.70 DBF MH Plan Check $233.56 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 Total Charged: $4,710.87 Fees Paid: $4,710.87 Balance Due: $0.00 Receipt No: B5310 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 EXECUTIVE HOMES 640583 / C47 / 03/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a peril 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) ce is in full foran 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 peril subjects �/ X 11/14/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ContraC or SI re Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ' I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this peril is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 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 EMPLOYERS COMP FN031696304 07/15/2008 Carrier: Policy Number. Exp. Date: Contractor's License Law.). (This section need not be completed if the permit is or one nun re dollars ($100) or ess. ❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 11/14/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions 11/14/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sig r Date WARNIN AILURE 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 ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, 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 ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned prop f spection purposes. I hereby certify that I am the properly o am authorized act o ehalf. CONSTRUCTION LENDING AGENCY - epi 11/14/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name o e e [SIG Print H - Date d the performance of the work for which this permit is issued. (3097 civ. code) - - _ Y 1 Owner Contractor OR; 1:1Agent for Owner: Agent for Contractor FILE COPY r Lenders Address City State Zip X0-4 A TR."Gi"/ SCANNED & ATTACHED TO PERMIT #: 0 - Z O 1,0 DATE: 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.buttegeneralplan4net BUTTE COUNTY OCT 0 3 2007 VELOPIVJ IN I SERVICES EXPEDITED PLAN REVIEW REQUEST SITE ADDRESS: PERMIT NO. (� �. SITE APN: ND' 3IAD of `3 1 TYPE OF WORK: 1 y ) moo, yf_(3 Residential R] New ❑ Alteration ❑ Addition ❑ Misc. Structural ❑ Non - Residential ❑ New ❑ Alteration ❑ Addition ❑ Misc. Structural I hereby request that the Building Division plan review for this project be expedited using oveftiine, including recheck, provided that staff is available and the workload allows time to fulfill this request. This does not include processing through other departments such as Planning,. Environmental Health, Public Works, California Division of Forestry, Ag Commissioner, etc. I .understand that in addition to the normal plan check fee, an overtime fee will be charged and collected prior to permit issuance. The additional fee will be calculated at 1.5 x the current Building Division hourly rate x the hours spent. The applicant listed below will be notified if this request can be honored. I also understand that this is a request, and not a guarantee that my project will be expedited, and that this program is voluntary and based upon availability of plan review staff. Appplicant's j ame (Print) Applicant's Signature 5$R� (0 acla, Telephone Number A- Approved /a6 I D-7 Date ❑ Not Approved `I/�0ry Signature of Build in epartment Official Date CADocuments and Settings\pstockton\l ocal Settings\Temporary Internet Files\OLK�*f~xpeA Plan Review Rev'd 9-21-07.docIs -HAS 1. j 10/3/97 Ar Hoye BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.netldds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last NameK irs ame Mailing Address . Cityn h i State C Zi Phone�G4 , Fax E-mail CONTRACTOR Name X i Address1 ity° City/161; L'rVA- Stat Zi Phone ' q q Fax E-mail Lic # Cl s APPLICANT INFORMATION ARCHITECT/ENGINEER Name Ci72 ° Address C City Lot # State Zip Phone Address s Fax ail State License Number APPLICANT INFORMATION Name .S Address c) Ci72 ° State C Phone / L Lot # E-mail For office use only: Zoning Flood Zone I X I SRA Yes 11No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: f-Tna' df6t Th rk . W, --h eco PERMIT NO. BIN # PROJECT LOCATION AP# 0(o_ D� Property A dress e C' Cross Street WORKER'S COMPENSATION Policy Number FM . J' to569,50 Carrier �m Pic el�s oprrp If hiring anyone of er than lice se contractors,, as certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name r I ScS l Q I-II I I Address s Description or Scope of Work: nec-) wq cfa+i' (Qat Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received bw Amount: 2.33, Sco Bldg '�`�' ��SRA Receipt #: T�l Sheriff SMIP Date: q - 2 -� 9 O Other � j.9n r r Total Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2020 Date: 09/25/2007 Location: HUMMER RD By: KCG Parcel Number: 063-340-013 Sub Type: SFD-Mobile Home PI Owner Name: KOVACS, CAMERON R. & ANDREA J. Phone: (530) 588-6552 Description: NEW MH, NEW SITE, PERM FND (1512) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 �01 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: Date: 09/25/2007 FILE ,* BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2020 Job Address: HUMMER RD Contractor: EXECUTIVE HOMES 3042 ESPLANADE CHICO, CA 95973 Printed: 09/25/2007 1:21 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF MH CWIFFIREF MH 1851-0-280-1011852 $299.21 CWIFPWRDS MH 1831-0-280-1011001 $786.79 CWIFFIREVE MH 1851-0-280-1011853 $577.57 DBEH Building Review Fee DBFIRE Fire DBOMSCF Fire Safe Standards Re DBFIRE SRA Fire Plan Review 0021-540013-461 -1010 $75.70 09/2 0100-450001-4617240-1010 0100-450001-4617240-1010 $102.70 $102.70 0010-440001-4210500-1010 $115.98 5.70 $102.70 CWIFAUD Impact Processing Audi 0100-450001-4617240-1010 $102.70 09/25/2007 $102.70 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 DBMSC Mobile Home Permit Fee. 0010-440001-4210500-1010 $350.34 DBF MH Plan Check CWIF MH 0010-440001-4210500-1010 $233.56 09/25/2007 $233.56 CWIFSHERFVL MH 090807 1800-0-280-1011811 $347.00 CWIFSHERFF MH 1840-0-280-1011841 $255.63 CWIFLBRYV MH 1825-0-280-1011828 $3.94 CWIFLBRYM MH 1825-0-280-1011827 $132.35 CWIFLBRYF MH 1825-0-280-1011826 $196.74 CWIFGGVE MH 1810-0-280-101001 $250.42 CWIFGGF MH 1808-0-280-101001 $542.98 CWIFSHERFVE MH 1840-0-280-1011842 $124.73 DBSMIP Residential 1001-0-280-1011298 $9.83 a� 49710.87 $514.66 Printed By: Kourtni Graham Balance Due: $4,196.21 At the time of permit a. plication, I was advised the above fees are required prior to issuance of the permit. These fees y change d t 'lan checking process. Signature: Date: 09/25/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-2020 Location: HUMMER RD Parcel Number: Owner Name: Description: 063-340-013 KOVACS, CAMERON R. & ANDREA J. NEW MH, NEW SITE, PERM FND (1512) Date: 09/25/2007 By: KCG Sub Type: SFD-Mobile Home PI Phone: (530) 588-6552 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 property owner. Your property is located within the State Responsibility Area (SRA) of Butte County 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 Requirements 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 All development within the 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) 538-6837, ext. 169, (When the recording comes on, enter the extension number). 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. 09/25/2007 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at hftp://buttefire.org/Fireprevention/protplan/protDian.html 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: 0 Make sure your application is complete. fd Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-2020 Location: HUMMER RD Parcel Number: 063-340-013 Date: 09/25/2007 Owner Name: KOVACS, CAMERON R. & ANDREA J. Phone: (530) 588-6552 Description: NEW MH, NEW SITE, PERM FND (1512) Signature of Property Owner: Date: 09/25/2007 5/ 007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2020 Location: HUNEVIER RD Parcel Number: 063-340-013 Owner Name: KOVACS, CAMERON R. & ANDREA J. Description: NEW MH, NEW SITE, PERM FND (1512) Date: 09/25/2007 By: KCG Sub Type: SFD-Mobile Home PI Phone: (530)588-6552 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 09/25/2007 Ptn. Sec. 12 T22N R2E 8( Ptn. Secs. 6 & 7 T22N R3E i i Ptn. ISI N07E1 These Parcels are for assessment osea only and may not eonseltute Rem, of PM 70-9/10' rpparcels. on Pg. 30. All Assessors' maps are preparcdl for local property assessment purposes ONLY and the parcels shown thereon may not comply eith�ta(a and local subdivision"&once& No liabli(y rs assumed for the use of the Information shorn on any Assessors' mop. 30 656.09 121 2' (131) 32 23 30 Ia 1 Q 20.65 Ac. 6.48 18.55 Ac. It PFA 141 23.39 Ac. 24 \ 5.59 Ac. 63-34 1� fN Gl I"= 500' P 92- 9190' al O31 O OM ® 6 12 �� 20 z-- 1, 20 Ac. I �\ \ 20.36 Ac. \ PM 70-9/101 \ / 1 4.32 (211 2 e 1.1 . 3 7.04 O < O 2S P ro 3 O 42 je 9 5 Ac. (311 3 AC. O 32 O. / 0492- ' O 4.AIcB sa 7 a �1 pM 6 Ae. 4 11 O 5.99 Ac. � 3 77 -IS S Ac 7 Iis 663.41 5 89e 36' 08" E 718 W 121 2' (131) 32 23 30 Ia 1 Q 20.65 Ac. 6.48 18.55 Ac. It PFA 141 23.39 Ac. 24 \ 5.59 Ac. 63-34 1� fN Gl I"= 500' P 92- 9190' 3e 4i ® 6 �. 21 5.97 Ac. 22 \ 2 7 1 19 2 I' _ IB O 20 Ae. I \ 13 6 Ac.* / \� PM 107-24' 5.99 Ac. . / 65 26.69 Ac. 718 32 17 � v 7.36 Ac. / i 22 (911 61 O 14 9.06 24.3 Ac, At:. 1' 15 — !l-34 7.31 PM 5-71' Ac. Assessor's Mop No. 63-34 County of Butte, Co. May, 1987 (63-30) zv m r N 6' s � _+ e• W A S N = b N!"r� l � � � N a' dZL �Cz . N D N D Z D N N D�pCL@� NPp, N N N g a i1 N ao•sz'c.Yw - �<sa7.s�'r2r�J --11 EDDD pl' L pp pp s ON t T. < N(, F� m N(7 C L0� IC ra L /.NOO.9O'9,'w - ��ir �•f'o'C�) � NOO-ae'��'w .. s�+27.�o•'Cz.ec)_ �p • p p R.Z./ c4�.nA � •-� Imo! .91' �' A-. t!s 1.0 �' _ � � � �a pUp �y J81 � � N 8 _Noo- 'd•w Lp , .or.• n �'r'� r r >m @ R l� C W 8 It 0lit B I t �' � a � � �� it = • � �' z Y➢ �., s i ��pppp�7777 �-NOi'2,'2•>' 98"S.B6' I 7O.cB' �I N^( I tA,&TGH TO rJ ^•j? SHEET 2 OF=� 2 u • r _ '� rss. � P c� ,fie (n uoWay'w �i.� C 01 09 v $ -4 A i DD f4 = Df y T g lAm z Az °0�y{Ip D@`°n��Z$ ��arni"�Z`[A°jo aW p�LE T ,z D@ P 11 D 3 N 74 L ll -C W CWC YN rf W Ne BB118 C IPS i z > Vim£ o '0 $n nr` �j$ZElo f%2 V r m n ° z� moo 8 - $ bi i° g "�° i p pyrigFm >mn miz "1 oil g f � ql? z� `u i "b o C�4 = m n L D fi it 95 Z-1zU FN N.pin W3 9 ppp� I° �nN N ="'y CmF7QL� Z �� i �ap1L �ppmonL �T f� S pf�ZZO � yy �L ZAA ZyNFMI -7 z P, z D z v z v o' n W 4 " ozp-mI On i R'j H1211 PT 4 go, It ro 7. Lol j Lp III N . I � t— . "" rrq Cl m 0 —M r m le OWNER'S CERTIFICATE f I)(wel _STEVEN J. BARTOK and MARION E. BARTOK as husband and rife •r(r) Of Ine land ad morn on the an—ed map, and Lo,.....o.uwc �rV .rA.,/,as.,,e„r COYPn✓Y s La,re...do, Deed of Trust recorded ., Pxcc,..wre. r:5 /9. 75 /n Dead m-7 of the Official Records of 8u11e County, California al Paas y, I Old s trades(.) under 0.•d of Trust r carded mBook of the Official Records of Built CO—V, California at POoe land , do hereby terrify that (1)lwa) ore the only person(,) wneed consent is necessary to pass clear title to said land old (11 (we) consent m Me preparation Old recordeupn or .aidmop s .horn within the colored border tines. We also hereby offer for dedication to Me County Of Bulle and do eC dedkme for p.bfic a.., that paHlon Of EINE 4o N as shown lying w/fhln IAS colonel bander 11 . SaE Marlon E. B rlOE -L(ewar T < J.ra G s Ce.r•R,/v VK Urc E £xcw; oc s R Q17wcy� ACKNOWLEDGMENT (INDIVIDUAL) SrATE' OF .CALIFORNIA COUNTY OF' m BUTTE SSS. On OcreH ce 23 /97D before'A. uml-difl.d. a Notary Public in and far raid Sro re, personally appeored STEVEN J BARTOK and MARION E. BARTOK A now. Io me to be In. person(,) whose n o, ) is (are/ subscribed 10 hereon and ae know ledged ro me Incl Obey .ec o leo Me ram•. WITNESS my nand and of llciol seal, e 7 GA?Y 7. IIPPINCOfN6. xa,xny caept_aNCO' 9 suRi a0axtt �q,ey 77 <rPp/NCOTT oma" sh ca..:,.=�w,.s-.- Nom. ( Printed) (This ."Of.—W) ACKNOWLEDGMENT II NOIVIOUALI STATE OF CALIFORNIA ISS. COUNTY OF J On before me, the dt,or reed, o NO1O V Public in and to, .aid Slate, Personally aPp.or.a ' known to mo to be the pe �!Wwhoa. name(@) is (ora) subscribed to hereon old Pcknowledg.d to r Thar .cufed IA. ,aide. WITNE y none ..it official .at. Name (Printed! ACKNOWLEDGMENT. (CORPORATION) STATE OF CALIFORNIA ISS. COUNTY OF 1 On _$iQ ti _1979 na fly ore me, Ine anal..+_ O.rslpned, �R^No n�ry Pu Pall is\a �,d I,�r d�� .{lvell•,yp�ersona llY Opeored �S_ (��en�l rein —T- ��is ice. ri mc.,SKe 4�Ow IO R24to" he� o/—IMT_Co---- the the Corporation that @.eculed the Certificate hereon, kno.n to me to be the p. mv.hc ss.c.fd In. C.,H11101s hereon, a. behalf Of be Corporation, herein named, and acknowledged to me that such Corporotlan —cutad *herqm•. WITNESS my hold and officiol seal. O?FICIAL. SEA). Sienolun lrh`nN �N � i>x,i t \ n ' �>� xw�r: u'o'i. Ism �sLan_1�. Nam I vrinwd (This area fpr seal) ACKNOWLEDGMENT (CORPORATION) STATEOF CALIFORNIA 1 COUNTY OF )5S. On , 197_, before me, 'be undersigned, o Notary Public in and for said Stale, Personally appeared , known to me 1. be the of be In- Corporation that e.eeuled the Certificate hereon, known ra "'to be the person who • to led he Cerfllltale Mr. on, on behalf of In. COrP.ratiP., heroin named, and ock "'1'9@d to me that Such CO,pGrol/On betided Ihesome. WITNESS my hand and ollic/al sea r. $lanais. (TMs area (ansch) Name (Printed) Sheet I of 2 Sheets SURVEYOR'S CERTIFICATE The annewil mop was prepared by -0, Intl@, my direction and Is based upon o field surrey in co.101101ce wilh Ine requirements of Ino Subdivlelan Map ACI at the ,•quest of STEVEN J. SARTOK during S.Plember , i97_8. 1 hereby slate that the Parcel map procedure 0:0PS Paco) agency A— been complied with and that Phis parcel map conforms to In approved I•nfol)ve map and the conditions of approval thereof which were required to be fulfilled prig O the filing of rhe par jya p. 1ANfi O T� 3611 GaryT. Lip9i aH L.S. No 39 4 it 3 COUNTY SURVEYOR'S CERTIFICATE a/\ TJs This map cpnfolms with the requirements of the Subdivision Map ACI and local erdinonce this 2R a day of 0--- ,197 ,. That poAlon of nr po'..w.—„u,E Z70ffer.d far dediaetian hereon Is not accepted by Butch County for public useof /M�II Ilene. XYS .-. Clay CarllebarrY E. 19229 Counly Surveyor RECORDER'S CERTIFICATE Filed This 74- day of In Book of P._1 Naps at pdo." al Ine requ.sl of Serial No. NJ County Records, . CLgRK R• NECSor� Ak ,p 4 by DepufY PARCEL MAP FOR STEVEN J. BARTOK Being a portion of the N.W. 1/4 of Section 12 T.22 N. R.3 E.-MAB.iM. Paradise , Butte County, California October, 1970 THIEL E. LIPPINCOTT GARY T. LIPPINCOTT L.S. 2780 L.S. 3634 L /PP/NCOTT SURVEY/NG 1007 BILLE ROAD P.O.eOK 671 PARADISE, CA. 95969 Ph. 9161877-4300 Job N. 77103 BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) - O C 4, ICO AREA RECREATION AND PARK DISTRICT (CARD) NIZ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD).,A 3x Assessor Parcel Number (s) Building Pen -nit Number B07 -1= Property Owner (s) Koya �, Cannum- Anr ocy - - Project Location /Address mffy(r QA um 12Q30ch L Subdivision Name New Development /Alteration/Addition(s) Mobile home Assessable Sq. Ftge� Type of Residential Development (check one) Demo Permit (date issued Comments: Single Family -Detached Non -Residential to Residential Mobile home replacement Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department 0 FR.RPD 0 CARD KPRPD 0 DRPD certifies that: Applicant Name Phone Number 3,0*L 6-,J ,, a,�. Gh. C.b 1 9 597 Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. 0y 1.7 1 by Payment of: Remarks Dwelling Units @ $ per unit for a total of $ 1 Q Z Square Feet @ $ ' d,502 per sq foot for a total of $ %S C , Dz� Paid by Check No. Paid by Cash: Recreation and Park District Receipt No: 2N26 )1/7/ro Date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Un, ` 1 � � Building Department No. arN�� Tax t Area No. W A.P. Number 06� •®' Jurisdiction: City County Property Owner <ov", Cameron Qt- R1 rA Property Location/Address �� t t t ►riiQ� r\� 1 OrnC� Subdivision Lot No. I.................................................................................................. Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # Cr. Demo - ( ) ' '(No foundation inspection) existing sq. ft. see attached i................................................................................................... Net total sq. ft. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Repr9entative Date District Identification No. fJ �i : 3oga (Street Address) ©11(0 School District certifies that Ct rV CU - (City) (State) (Payor) (Zip Code) (Phone Number) has complied with the requirements of Resolution No. 969,06 by payment of $ representingI square feet. B 2926 $ CFULL MITIGATION $ School District Representative Date; Paid by Check # Or ' Remarks: `Vr� Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, ifi'compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name:((, n!rY ror) ("D Van's A.P.# Obi -3140 - 0)--S Home Manufacturer:Manufacture Year: 900 Model Number / Name: V'i &2 k55000 2F Width: Zr7 ' (ft.) Length: (ft.) FOOTINGS: Wood - pressuretre ted or foundation grader—(Other:[ ] SUPPORTS: Concrete block [Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. r,mi rvvunq sizes ana Lvcations SINGLE WIDE MULTI -WIDE Line1 ---------------------------------------------------------------- Line 1 Line 2 Section 1 Line 2 Line1 ---------------------------------------------------------------- � Line 3 Section 2 Line 2 --------------------------------------------------•------------ A`� Line 4 (triple wide only) Section 3 Line 2 Line 1 Piers: Minimum size piers: [2 LI ] X [?-9] Spacing maximum: g J " From ends maximum: I I -b " Line 2 Piers: Minimum size piers: [ 16 ] X [ 20 ] Spacing maximum: 6d " From ends maximum: p " Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): •,0 Minimum size piers: Location (from,�front): Minimum size-piers1 Logatwfrt.Conti2nu�ed) 7 Snow Load: &i$ psf Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte — county/ Insert AP #,-view snow load in lower right corner. Litv-1 Openings: Minimu ' e pier: [ Required aof openings over ' "wide. 2y zy z4XZq zyxZy 2`lx2y z`Ix48 24x48 2qXia 2�_jXgS -i- q,_/„ s'' 7-01, 221-3!' 39'-(o" 2Ayt/8 yqg Mill —_�-- ----��—� DEV. - OP1rENT ;�.p a.�,.4a %I ..�, 4„ei + RSI j K c>\/0_c,s ,.Q 44 ikYY1 me r Pi ' IF -0 res` _Ro_y� CfrL A P-*� o b&-- 3u 0-- 013 PIER PIER FOOTING SIZE REQUIRED (SO. IN.) No. (LBS)1000 PSF 1500 PSF 2000 PSF 1 2000 288 192 144 Q 2500 360 240 180 TTtIQRE- E: HOMES 9998 POLD PI.ACERVILLE ROAD Socramento, CA. 95827DRAWING FIL Phone: (916) 363-2681; For (916) 363-4537 www.theka rete nco. com PIER FOOTING SIZE REQUIRED (SQ. IN.) ; j`S`®N PIER C(LBS) FOOTING SIZE REOUIRED (SQ. IN.) 1000 PSF 1500 PSF 2000 PSF 1000 PSF 1500 PSF 2000 PSF NO PIER PIER FOOTING SIZE REQUIRED (SO. IN.) No. (LBS)1000 PSF 1500 PSF 2000 PSF 1 2000 288 192 144 Q 2500 360 240 180 TTtIQRE- E: HOMES 9998 POLD PI.ACERVILLE ROAD Socramento, CA. 95827DRAWING FIL Phone: (916) 363-2681; For (916) 363-4537 www.theka rete nco. com nz MIDDLE ZONE ONLY ® (30# OR ABOVE) SOUTH AND MIDDLE ZONES (20#/30# OR ABOVE) PIER NO. PIER FOOTING SIZE REQUIRED (SQ. IN.) ; pig PIER C(LBS) FOOTING SIZE REOUIRED (SQ. IN.) 1000 PSF 1500 PSF 2000 PSF 1000 PSF 1500 PSF 2000 PSF NO CAPACITY (LBS.) NO' SQUARE FT.: 1,512 _ 3 4000 576 384 288 5 1 6000 1 864 576 432 Q 5000 720 480 360 © 1 8000 1 1152 768 576 CARPET & t PIER . SUPPORT. L'OCATIONS-- IRYATION: DRAWN BY: run#550/32805 nz MIDDLE ZONE ONLY ® (30# OR ABOVE) SOUTH AND MIDDLE ZONES (20#/30# OR ABOVE) PIER NO. PIER FOOTING SIZE REQUIRED (SQ. IN.) CAPACITY (LBS.} 1000 PSF 1500 PSF 2000 PSF 7 10000 1440 960 720 ® 12000 1728 1152 864 PRODUCT: 'CARSTEN SERIES YODEL NO.: KS56002F SQUARE FT.: 1,512 GATE: 08-28-95 SHEET: i -A REVISED: 04/26/06 �1. Xi2 Foundation System Installation Instructions for California for Ground & Concrete Systems HUD Wind Zone 1, 15 PSF Wind Load Seismic 4 By Tie Down Engineering Xi2 Ground System Ko vo-cS �:-o ros-k- -7kP-* o(o5- 314o -015 Xi2 Concrete System BUTTE 3 COUNTY SEP 2 5 2007 DEVi LOPMENT SERVICES J �u r �` q��1iSL rte° o Engineer Approval State Approval MANUFACTURED HOME/MOBILE HOME FOUNDATION SYSTEM HBALTKAND SAFETY CODE, SECTION 18441 APPROVED . SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE -ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS Stara of California D alftw t of nmius and CRY Develop D OF CO ES AND STANDARDS ,. DATE Q SPAlfQ �I cam' . 34ie Flaa Appsovei Ezphot Page 1 of 8 r` 0 0 0 0 Xi2 Foundation System .t Installation Instructions for California for Ground & Concrete Systems HUD Wind Zone 1, 15 PSF Wind Load Seismic 4 By Tie Down Engineering REQUIREMENTS • These plans and specifications meet the requirements of Title 25 Section 1336.3 Sub Section A and 97 UBC Seismic Requirements, CBC 2001 addition. • Maximum vertical projection at sidewall is 9'. Higher walls may be used when the design loads are adjusted accordingly and approved by HUD. • Main rail spacing must be 75.5" - 99.5" * Except single sections 95" minimum • Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, and rim plates. The longitudinal component of the Xi2 system replaces end frame ties. Check manufacturers set-up requirements. • Maximum pier height is 48" pier. "Except for single sections 36". • Steel piers must be fastened to the I-beam with clamps provided with steel pier. • Systems must be placed as evenly as possible, no more than 10' from end of home. • Designed for 7:12 roof slope. *Except single sections, (20° - 4.37 in. 12" pitch). Additional Requirements for Concrete Systems • Poured concrete must be 2,500 PSI minimum at 28 days. • Square concrete pads minimum is 18" wide by 12" deep. Round concrete pads minimum is 18" wide by 14" deep. Strip footings minimum is 18" wide by 14' long by 6" deep. * Xi2 components exceed HUD code 3280.306g "Anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per square foot of surface coating...." Page 2 of 8 21-r' Ae, S714/o;7 0 0 0 0 1512 SQUARE FEET * 3 BEDROOM, FAMILY * 2 BATH Kovacs u m ry)c-,> r 124 orest RaIn C�� Ap� 3u0- 013 N tc kj" P O 56'-0" MODEL KS56002F 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: HUMMER RD Owner: Permit NO: B08-0092 APN: 063-340-013 KOVACS LIVING TRUST Issued Date: 01/16/2008 By KCG Permit type: MISCELLANEOUS PO BOX 353 Subtype: Limited Ag -Repairs CHICO, CA 95927 Expiration Date: 01/15/2009 Description: ELECT FOR AG BLDG (530) 588-6552 Occupancy: Zoning: U Contractor Applicant: Square Footage: KOVACS LIVING TRUST Building Garage Remdl/Addn PO BOX 353 CHICO, CA 95927 Other Porch/Patio Total (530)588-6552 FEE INFORMATION DBE Single Phase Service-Resid $58.00 Total Charged: $58.00 Fees Paid: $58.00 Balance Due: $0.00 Receipt No: B6096 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 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 full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 01/16/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date -11. AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION 1 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 E]I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 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 Contractor's License Law.). Cartier: Policy Number: Exp. Date: (This section nee not a completed if the permit is or one a hundred dollars ($100) or 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 `� 01/16/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Si ature Date provisions. X 01/16/2008 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the 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 property -owner or am authorized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY ,,4 01/16/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Nam of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) 0 Owner 1:1 Contractor OR; E]Agent for Owner DAgent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE 4:(530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds 1*7110111K PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name s Fi Name Mailing Address D.o City CH Ic a s to Zi14 5 a 7 Phoneb^ SKd ��, SSc,L Fax _ E-mail CONTRACTOR Name Address City State Zip Phone Fax E-mail Lic. # Class AP LICANT SIGNATURE X PROJECT LOCATION AP# N�� -No _(>j -5 Property Addressy%zy lavas z- city Cklco PERMIT NO. BIN # WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. EL,Ez_72(cA _ �--u2 4e i'x)r-i.),rJ (. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For -off ice use only: ARCHITECT/ENGINEER Name Type Const. Address Address 1� D 8vx city City State Zip Phone Zip Fax E-mail State License Number AP LICANT SIGNATURE X PROJECT LOCATION AP# N�� -No _(>j -5 Property Addressy%zy lavas z- city Cklco PERMIT NO. BIN # WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. EL,Ez_72(cA _ �--u2 4e i'x)r-i.),rJ (. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For -off ice use only: APPLICANT INFORMATION Name Type Const. Address 1� D 8vx S3 City State Zip Phone Fax E-mail AP LICANT SIGNATURE X PROJECT LOCATION AP# N�� -No _(>j -5 Property Addressy%zy lavas z- city Cklco PERMIT NO. BIN # WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. EL,Ez_72(cA _ �--u2 4e i'x)r-i.),rJ (. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For -off ice use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds 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. ° 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 ° 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 UNTILL 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. 1. I PERSONALLY PLAN TOP OVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES O"J) 2. I VE VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME_xG Ctl Ti vh_ f'lc"^E S ADDRESS CITY 0-H i C v 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: ELECT FOR AG BLDG Reference Number: B08-0092 Applicant Name: KOVACS LIVING TRUST Owner's Name: KOVACS LIVING TRUST AP # : 063-340-013 Signature of Property Owner: Date: 0/-/6 -o$ M. :y z � O aV) i 0 Z N z o O F - Lu Ll Z W 0 � O W V) X O uj O J 0 LLJ Z O z O - m w z U C� z Q o Lu x z Z) O a F= a 0 z z 0 Q 0 o 0 L " o K. JEREMY HUFFT m 530-337-6495 W I BUTTE COUNTY, CA F, PLANS PREPARED BY: I o 3703 JUNCTION BOULEVARD O Z Q FAX: (919) 661-6350 SEAL: 0 CMI�- wow Lu o I o IREVI DATE ISSUED FOR: DRAWN BY. MLG I CHECKED BY: . WHM cn TOWER ELEVATION z Z w N REVISION: cr 0 0 0 W S W z J z 0 V1 ik Ld W w w' WW LL O z Z U Qof Q a z m Q X Z Z W Z W [` ~ F > Lq W O Q o W N ...� U N(O Lu Z o W ir W a Boa- LL X U N of O I Q z M. :y z � O aV) i 0 Z N z o O F - Lu Ll Z W 0 � O W V) X O uj O J 0 LLJ Z O z O - m w z U C� z Q o Lu x z Z) O a F= a 0 z z 0 Q 0 o 0 L " o K. z O H ozozQ 0 Z O Z Q Q W _N 0 ui } n z V) =) o t JEREMY HUFFT TOP HAT ENERGY 530-337-6495 z BUTTE COUNTY, CA PLANS PREPARED BY: I TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD O Z Q FAX: (919) 661-6350 SEAL: E CMI�- wow I o IREVI DATE ISSUED FOR: DRAWN BY. MLG I CHECKED BY: . WHM Q- N n O TOWER ELEVATION & DESIGN LOADING Z w N REVISION: cr 0 ZV)W W z ' ^ V 3W� USO ik m ~ N w w' WW I% N li < < M cr U Qof Q a z m Q WaW Z -m O 51 P W H� F- O Q o W N ...� U N(O 0O Q Z o d � CL ir W a Boa- LL QON N of LL, Q (x (n Q 2 N AO r)0 L ..I 0W0 v W � cn N2 O Jaz z :2I o o H Z05 o'*m U Q (n 0 LL I F En LJ �cc O F U O U H = J 0 � to Q - Q (0 W J OQw0 W rn�o z O H ozozQ 0 Z O Z Q Q W _N 0 ui } n z V) =) o t TOWER REPRESENTATIVE: JEREMY HUFFT TOP HAT ENERGY 530-337-6495 TOWER LOCATION: BUTTE COUNTY, CA PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD O OFFICE: (919) 661-6351 FAX: (919) 661-6350 SEAL: E CMI�- A riC11,.2008 w U IREVI DATE ISSUED FOR: DRAWN BY. MLG I CHECKED BY: . WHM SHEET TITLE: TOWER ELEVATION & DESIGN LOADING Z w \ REVISION: cr 0 TEP #:080007.12 _ W W w w w' z W o J > > > �L) W OU OJ OJ OJn/ O lCL I} I} I} LL H �0 `n(D W z L0i�o r)0 Om ..I TOWER REPRESENTATIVE: JEREMY HUFFT TOP HAT ENERGY 530-337-6495 TOWER LOCATION: BUTTE COUNTY, CA PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 OFFICE: (919) 661-6351 FAX: (919) 661-6350 SEAL: E CMI�- A riC11,.2008 0 04/11/08 PERMITTING APPROVAL IREVI DATE ISSUED FOR: DRAWN BY. MLG I CHECKED BY: . WHM SHEET TITLE: TOWER ELEVATION & DESIGN LOADING SHEET NUMBER: REVISION: S-1 0 TEP #:080007.12 JQO�. `�\ � � _._ �, _-moi LA THE 2001 CBC, CMC, CPC, f 2004 CEO, AND 2005 -- fi i ��1'�UTURE STRUCTURES INDICATED - - CALIFORNIA ENERGY STANDARDS ON THE PLOT PLAN WILL BE ! I AS AMENDED BY THE I C JURISDICTION APPLY TO THIS REQUIRED TO MEET THE PROJECT. REGULATIONS REQUIRED AT THE TIME OF PERMIT APPLICATION �� f( J � FOR THESE STRUCTURES. - - ' t' \` \ — - r ,- . -J L Jia GS Iry� 1'Q r i � ��BUILDING 1 PERMIT# D7. low 3e �C �. ! �' ASSESSOR'S PARCEL# 063-3 VC7 013 / /4,i ce/ CALIFORNIA CODE of REGULATIONS TITLE 25 \ %...- yc c`�ri �;•TL' REQUIREMENTS AS AMENDED C� (O i—R Imo\ �� , ,�(/ � ^��1� %��^� .('�•.l ,l BY THE JURISDICTION APPLY TO THIS PROJECT CAM,,F-- of j,, Kpwc-s, N OTE: I �� PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES �* [� j; AND EASEMENTS AND MAINTAINING REQUIRED APPROVED PLANS AND 1 o 'C. C.0 l' `e SETBACKS FROM PROPERTY LINES AND PERMIT SHALL BE ON d El EASEMENTS. A SURVEY MAY BE REQUIRED IF SITE FOR ALL DETERMINED NECESSARY BY THE BUILDING INSPECTIONS OFFICIAL. OFFICIAL.ser t, _ This ro'ect is re wired t m `� �6 o eet p q the t \ �l It same practical effect guidelines LANDING AT EXTERIOR \. outlined in the attached PRC4290 �. \ '` DOORS SHALL COMPLY < WITH CBC SECTIONS Requirements. 1003.3 & 1003.3.1.7 J I \ O - - - MOO NOTE , �%% 7 500 %4 I� d SITE CONDITIONS fi ALL COVERED DECKS AND " ` - Z w CDF/B ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE OPEN DECKS EXCEEDING 3 6 \ utte County Fire ENG \ b CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED SQUARE FEET I N AREA WILL J -- § new buildings in SRA are required to have: PLAN g: REQUIRE A BUILDING PERMIT �\ Co o enclosed rRKRANX rrixrstible eaves on entire structure EXCESSIVE SLOPES _ p utterscreens to prevent accunrlation of leaves✓debris EXPANSIVE SOILS Y` \ \ • EXCESSIVE CUTS OR FILLS j ion resistant, rlorrcombust�le, l/4" fl{aXilitJri101>enirlg ALTERATIONS TO NATURAL DRAINAGE FILE COPY _ 5� • OTHER UNUSUAL SOIL OR GEOGRAPHICAL FACTORY INSTALLED FIRE U ci and attic Verde CONDITIONS Z 1 S�onP .ST.a z �, fiGD In1SPECTED R( MFR, a a. in--- I 83NMO iAy - .. � � IR•• Y�e h _ /' a{ .• V7- • l 83NMO