Loading...
HomeMy WebLinkAbout047-200-086047-200-.>6, PERMIT#98-0242 STEELE, Ellen & Garyti"� 4242 Munjar Rd., Chico /OLI Cont: Darrel Parsley New Single Family 047-200-086 02-1344 STEELE, GARY INALE 4242 MUNJAR RD., CHICO S'. Z;-0 CONT: DARREL PARSLEY CONVERT GARAGE TO LIVIN 047.200-086 02.3209 STEELE, GARY &Y ELLEN INALE 4242 MUNJAR RD., CHICO 2'2N -o CONT: MCCLELLAND AIR NEW HVAC B08-1870 047-200-086 MISCELLANEOUS Phtovtaic Sys Gmd GROUND MOUNT SOLAR SYSTEM 4242 MUNJAR RD STEELE GARY E R ELLE, 047-200-086 AG 02-28 STEELE, GARY E 4242 MUNJAR RD, CHICO AG EXEMPT PERMIT 0 C' Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buftecounty.net/dds PLAN CHANGE CY RECHECK ❑ Owner's Name: 7`G2�� AP#: O t/7 ' 6900 -t,� ?6P BP#: �XJ 0 "..� Received By: Date: �°�' q eq 0 Time: l� •�� Contact Person & Phone Number: PURPOSE OF PLAN CHANGE OR ItECHE J ❑ Response to Inspector's Correction Notice - Inspector's Name: ❑ Response to Plan Check Letter - Plans Examiner's Name: *Submit two (2) drawings reflecting the plan change or recheck for plan review. If engineering is I involved, the. engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations , involved. .WHEN APPROVED: ❑ Call and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 1/2X 11 only) H41 A*/Org Minimum plan chaa fee to be collected. at time of submission, plans additional plan checking feesee;e'''Minimum-$-1 ❑ Additional Fee Amo Receipt #: examiner will determine if )43 d Revised 6/07 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds w PROJECT INFORMATION 7 Site Address: 4242 MUNJAR RD Owner: Permit N0: B08-1870 APN: 047-200-086 STEELE GARY E & ELLE, Issued Date: 10/10/2008 By KCG Permit type: MISCELLANEOUS 4242 MUNJAR RD Subtype: Phtovtaic Sys Grnd CHICO, CA 95973 Expiration Date: 10/10/2009 Description: GROUND MOUNT SOLAR SYSTEM (530) 895-0955 - Occupancy: Zoning: A-40 Contractor Applicant: Square Footage: S P G SOLAR INC S P G SOLAR INC Building Garage Remdl/Addn 521 CAL OAK ROAD, 521 CAL OAK ROAD y OROVILLE, CA 95965 OROVILLE, CA 95965 Other Porch/Patio Total (530)533-5988 (530)533-5988 T FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Photovoltaic System $421.93 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires S P G SOLAR INC 759086 / B C46 C10 / 01/31/2010 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Se ' of Divis��10/2008 ions Code, and my license is in full force a act. X Cont or's Sig�ture Date 1;,ORKERS' COMPENSATION -DECLARATION: , - I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. AVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Workers' Compensation insurance carrier and policy number are; Carrier: OLD REPUBLIC Policy Number AICW91740" Exp. Date:04/0112009 (This section nee not be competed if the permit is or one undred dollars ($100) or ess. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Lam ode, I shall forthwith comply with those X 10/10/2008 Signa e? - Date WAR ING: FAILURE TO CURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. r: _ CONSTRUCTION LENDING AGENCY,- I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Total Charged: $500.83 Fees Paid: .$500.83 Balance Due: $0.00 Receipt No: B8552 OWNER/ BUILDER DECLARATION, 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: —]1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (See. 7044, Business and Professions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this F 10/10/2008 Owners Signature Date 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 Slate laws relating to building 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 injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowl ante of this permit does not authorize the use or occupancy of any sidewalk, stye r subsidewalk. 1 ereby authorize representatives of Butte County to enter the above mention roperty for inspectigA purposes. I hereby certify that I am the propsa tho rizedp act on the property ers behalf. 10/10/2008 Contractor OR: Agent for Own XAgent for Contractor FILE COPY i►. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PERMIT BUILDING PERMIT APPLICATION* * NO. OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 1,M- A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds BIN # PLEASE PRINT CLEARLY D �/'7- "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name First Nam . Mailing Address City e4 State Zip Phone cIS _ o S" 5 Fax E-mail CONTRACTOR Name SPS SbQ //U c Address Address City DRo State c4 Zip ?5�C. �— Phone-s—n Fax 3— E -mail Lic. # 9 v C -e L/ Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address e City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# . v2/—ocv Property Address.,/, VZ w 2 �owD City WORKER'S COMPENSATION Policy Number Carrier C.d If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK., ovw0 uw7r v (,� Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ° ❑ Proposed Change of Occupancy (Note previous. use): For office use only: Zoning FloodZone SRA Yes No Occ. Type Const. i ' i Butte County Department of Public` c 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 0 0 0 0 0 �l WPs National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment LESS THAN 1 ACRE Reference Number: B08-1870 Date: 09/11/2008 Location: 4242 MUNJAR RD By: TMP Parcel Number: 047-200-086 Sub Type: Phtovtaic Sys Grnd Owner Name: STEELE GARY E & ELLE. Phone: (530) 895-0955 Description: GROUND MOUNT SOLAR SYSTEM 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: 09/11/2008 L Butte County Department of aevefopment Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, 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: B08-1870 Date: 09/11/2008 Location: 4242 MUNJAR RD Parcel Number: 047-200-086 Owner Name: STEELE GARY E & ELLE, Phone: (530) 895-0955 Description: GROUND MOUNT SOLAR SYSTEM Signature of Applicant: Date: 09/11/2008 FILE l -SHARP Y> r ' WATT I HIGH POWER. HIGH EFFICIENCY. SINGLE CRYSTAL SILICON PHOTOVOLTAIC MODULE WITH 175W MAXIMUM POWER s This single crystal 175 watt module features 16.2% encapsulated cell efficiency r , and 13.45% module efficiency. Using breakthrough technology perfected by I Sharp's nearly 45 years of research and development, these modules use a textured cell surface to reduce reflection of sunlight, and BSF (Black Surface ji Field) structure to improve conversion efficiency. An anti -reflective coating I provides a uniform blue color and increases the absorption of light in all weather conditions. Common applications include office buildings, cabins, solar power stations, solar villages, radio relay stations, beacons, and traffic ! lights. Ideal for grid -connected systems and designed to withstand rigorous operating conditions, Sharp's NT -175U1 modules offer the maximum usable I I power per square foot of solar array. MULTI-PURPOSE MODULE Solder -coated grid results in high fill factor performance under low light conditions. Sharp multi-purpose modules offer > industry-leading performance for a variety of applications. It �aU V_,.r` - �� 0 t J 4 FEATURES MULTI-PURPOSE MODULE ELECTRICAL CHARACTERISTICS Cell Single crystal silicon No. of Cells and Connections 72 in series Open Circuit Voltage (Voc) 44.4V Maximum Power Voltage (Vpm) 35.4V Short Circuit Current (Isc) 5.55A Maximum Power Current (Ipm) 4.95A Maximum Power (Pm)* 175W Minimum Power (Pm)* 157.5W Encapsulated Solar Cell Efficiency (TIC) 16.20% Module Efficiency (t)m) 13.45% PTC Rating (W)** 153.80 Maximum System Voltage 60OVDC Series Fuse Rating 10A Type of Output Terminal Lead Wire with MC Connector IV CURVES Cell Temperature: 25'C 6 5 4 a -3 v 2 1 0 180 150 120 3 60 3 0 a 60 30 0 0 10 20 30 40 50 Voltage [VI Current vs. Voltage Power vs. Voltage Current, Power vs. Voltage Characteristics MECHANICAL CHARACTERISTICS Dimensions (A x B x C below) 62.01 9_252 x 1.81'/ 1575 x 826 x 46m/n Weight 37.485lbs / 17.Okg Packing Configuration 2 pcs per carton Size Of Carton 66.93 x 38.19 x 5.12' / 1700 x,970 x 130mm Loading Capacity (20 ft container) 168 pcs (84 cartons) Loading Capacity (40 ft container) 1392 pcs (196 cartons) ABSOLUTE MAXIMUM RATINGS Operating Temperature -40 to 194'F / -40 to +90'C Storage Temperature -40 to 194'F / -40 to +90'C Dielectric Isolation Voltage 2206 VDC max. DIMENSIONS I D E F D E F G H 7.3'/185.5mm 19.42'/485.5mm 30.93 n85.5mm 51.2' +/- 2'/1300mm+/-50mm 30.43Y/73mm Specifications are subject to change without notice. ' (STC) Standard Test Conditions: 25°C, t kW/m', AM 1.5 (PTC) Pacific Test Conditions: 20°C, 1 kW/m', AM 1.5, 1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. SHARP �4 Sharp Electronics Corporation ' 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06' E-mail: sharpsolar@sharpusa.com' www.sharpusa.com/solar Cover photo: Solar installation by Pacific Power Management, Auburn CA SSD -175-904 02004 Sharp Electronics Corporation Printed in the USA =�•�FRO NT VIEW ppp IQCp♦C♦C•��♦C♦C♦C•C♦�♦�♦� C•�•�• • • pppp���� ,BACK VIEW _ ' I D E F D E F G H 7.3'/185.5mm 19.42'/485.5mm 30.93 n85.5mm 51.2' +/- 2'/1300mm+/-50mm 30.43Y/73mm Specifications are subject to change without notice. ' (STC) Standard Test Conditions: 25°C, t kW/m', AM 1.5 (PTC) Pacific Test Conditions: 20°C, 1 kW/m', AM 1.5, 1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. SHARP �4 Sharp Electronics Corporation ' 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06' E-mail: sharpsolar@sharpusa.com' www.sharpusa.com/solar Cover photo: Solar installation by Pacific Power Management, Auburn CA SSD -175-904 02004 Sharp Electronics Corporation Printed in the USA 4S unny B�'V a The leading grid -tied photovoltaic inverters in Europe and America :` 1 The most popular grid -tied photovoltaic inverter in Europe, is now available in Iorth America. Sunny Boy's extensive track record in some of the world's most _emanding markets has made it the favorite among PV professionals everywhere. Over 250,000 Sunny Boy inverters have been installed throughout the world. Superior design, rock -solid .German engineering and exceptional" real-world effi- ciency have made Sunny Boy inverters the top choice for American solar designers. Exceptional reliability, efficiencyand energy capture ratio 5 -year comprehe' ns ve warranty Rugged stainless steel outdoor enclosure standard Easy to install wall mount bracket syst�rn Comprehensive SMA communications and data collection options SMA's modular commercial inverter design is expandable to virtually any size system F APIC,°9 .US 208 V or 240 V AC output 277 V AC output The SB6000U is SMA's latest addition to the Sunny Boy family of utility interactive inverters. The SB6000U is designed for use with PV, fuel cell, wind -turbine, hydro -turbine and micro -turbine technologies. The SB6000U follows SMA's modular system design philosophy for utility, commercial and residential PV installations from 6kVV and up. Automatic sensing of the site utility voltage makes installation on almost any utility system trouble-free. Just wire the inverter into any 208, 277 or 240 VAC sys- tem, make one internal jumper setting and the SB6000U does the rest. The wide DC input voltage range allows connection to almost any type or model of PV module. Our proven peak -power -point tracker results in maximum energy capture. The SB6000U uses the some SMA communication accessories as every other inverter in the Sunny Boy family. Choose the system package that best suits your needs. SMA offers a variety of hardware and software solutions from low cost wireless monitor- ing, to complex data acquisition systems that integrate large numbers of inverters with external sensors to networked PC's and the internet. Specifications Inverter Technology AC Input Voltage AC Input Frequency AC Maximum Output Power AC Maximum Outpuf Current DC Input Voltage DC Minimum Input Voltage DC Voltage Ripple DC Maximum Current Peak Power Tracking Voltage PV Start Voltage (adjustable) Maximum Recommended PV Powe Current THD U PWM true sine -wave, Power Factor Fixed, unity current source Peak Inverter Efficiency > 95% Automatic sensing Cooling Temperature regulated 277 VAC Nominal (244-305 VAC) fan cooling 240 VAC Nominal (211-264 VAC) Power Consumption 0.1 W nighttime 208 VAC Nominal (183-229 VAC) 7W standby 59.3-60.5 ,(60Hz) Ambient Temperature Rating -25 ° to +45 ° C 6000W (at 277 or 240 VAC) , Enclosure NEMA 3R 520OW (at 208 VAC) Dimensions 16.9 W x 23.6 H x 9.8 D (in) 25A (22A at 277 VAC) 430 W x 600 H x 250 D (mm) 234-600 VDC Weight 137 lbs 207-256 VDC 62 kg (dependent on AC line voltage) Less than 5A Compliance Meets requirements of 25A IEEE -519, IEEE -929, 250-480 VDC IEEE -1547 300 VDC (277 or 240 VAC) UL 1741 270 VDC (208 VAC) r 750OW (STC) Less than 4% SMA America, Inc Grass Valley, CA USA Solar Today.. ,I info@sma-america.com Energy Tomorrow :ANGULAR FITTINGSg-Un B147 -B152 B243 -B253 TWO HOLE OPEN ANGLE FOUR HOLE OPEN ANGLE *Standard finishes: ZN, GRN *Standard finishes: ZN, GRN B162 -B165 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN 11/16" (27.0) 23/8" 11/16' (27.0) 11/16" ` ' / pl (27.0) /, B154 TWO HOLE OPEN ANGLE •Standard finishes: ZN, GRN, SS4 •Wt./C 58 Lbs. (26.3 kg) d 1r u u Q � V _ 3 )" (76.2 b(27.0) 11/16" c /16" r 45° 8.7) 11/16" u PC (27.0) F 5 A 68 31/4" (82.5) 35/16" (84.1). ��,/16" 11/16" (52.4) (27.0) B322 -B332 TWO HOLE OPEN SHORT ANGLE •Standard finishes: ZN, GRN B522 THREE HOLE 950 OPEN ANGLE FITTING •Standard finishes: ZN, GRN •Wt./C 54 Lbs. (24.5 kg) 17/8" (47.6) e 5° 35/8" (92.1) Reference page 58 for general fitting and standard finish specifications. 1 15/8" (41.3) B488 TWO HOLE LEG CONNECTION •Standard finishes: ZN, GRN •Wt./C 100 Lbs. (45.3 kg) 5• j 5• I I 1 II � II 31/4" (82.5) �� �r. . 31/2" 13/32" 9/16'= X 29/16" SLOT (143) (65.1) \ 31/2" 21/4" 1/2» (12.7) 41/8" 19/10 X 29/16" SLAT flo4 Sl (143) (65.1) B113 • FOUR HOLE ADJUSTABLE CORNER ANGLE *Standard finishes: ZN, GRN •WUC 256 Lbs. (116.1 kg) 9/16" X 11/2" SLOT{2) (143) (38.1) 33/4" (952) 152.4) 85/8" (219.1) B109S TWO HOLE TAPPED CORNER ANGLE *Standard finishes: ZN, GRN •WtJC 33 Lbs. (14.9 kg) 9/16" X 11/2" SLOT.(2) (143) (38.1) 31/2" (88.9) 4" L (IO .6) , �® 5/16"-18 TAPPED 17/8" (47.6) 15/8" (413) 65/8" (1683) _- 90° ANGL.( TITTINGS u B-Un W . (952) 4, „ 8496 TWO HOLE ADJUSTABLE B4964 TWO IIOLE ADJUSTABLE 8371-2 . F E r CORNER ANGLE CORNER ANGLE THREE HOLE ADJUSTABLE •Standard: ZN, GRN •WtJC 85 Lbs.. (38.5 kg) Standard fwi§hcs:'ZN, GRN, IIDG CORNER ANGLE *Standard finishes: ZN, GRN v D4 •WtJC 58 Lbs. (263 kg) •WUC 61 Lbs. (27.6 kg) a 23/8"Z 23/8" . (60.3)(603) 67/8" 47/8"' IS/16" V (174.6) /16% 29/16" SLOT (123.8)9/16" x 11/2" SLOT (333) (143) (65.1) 9/16" X29/16"SLOT (143) (38.1) 25/8" (143) (65.1) (66-7) " 17/8" 37/8" (47.6) (47.6) (98.4) B104SH B461 15 THREE HOLE ADJUSTABLE CORNIER ANGLE TWO HOLE ADJUSTABLE B112 FOUR HOLE ADJUSTABLE �? Standard finishcs: ZN, GRN•Stard CORNER ANGLE andrd f CORNER ANGLE w WtJC 68 Lbs. (30.8 kg) ZN, GRN •WtJC Lb, -.(39A (3 W ' Standard finisl=: ZN, GRN a •WtJC 180 Lbs. (81.6 kg) a 31/2" 13/32" 9/16'= X 29/16" SLOT (143) (65.1) \ 31/2" 21/4" 1/2» (12.7) 41/8" 19/10 X 29/16" SLAT flo4 Sl (143) (65.1) B113 • FOUR HOLE ADJUSTABLE CORNER ANGLE *Standard finishes: ZN, GRN •WUC 256 Lbs. (116.1 kg) 9/16" X 11/2" SLOT{2) (143) (38.1) 33/4" (952) 152.4) 85/8" (219.1) B109S TWO HOLE TAPPED CORNER ANGLE *Standard finishes: ZN, GRN •WtJC 33 Lbs. (14.9 kg) 9/16" X 11/2" SLOT.(2) (143) (38.1) 31/2" (88.9) 4" L (IO .6) , �® 5/16"-18 TAPPED 17/8" (47.6) 15/8" (413) 65/8" (1683) 8521 a a TWO HOLE BUS DUCT ANGLE v -Standard finishes: ZN, GRN •WUC 37 Lbs. (16.8 kg) (47.6) Reference page 58 for general fitting and standard finish .speciifications . Ef u u ti Y b a a Y u 33/4" W . (952) a New . Y 8521 a a TWO HOLE BUS DUCT ANGLE v -Standard finishes: ZN, GRN •WUC 37 Lbs. (16.8 kg) (47.6) Reference page 58 for general fitting and standard finish .speciifications . Ef u u ti Y b a ^322 CHANNEL BAine.*, B22 -Thickness: 12 Gauge (2.6 trim) -Standard lengths: 10'(3.05 m) & 20'(6.09 fit) 0 -Standard finishes: Plain, Uwa-Green, Pre Galvanized, ' Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum t -Weight: 1.90 Lbs.'/Ft. (2.83 kg/m) 15/8„ �. 3/8» -. (41.3) 3/8„ (9Ell.5) 7/8" . (9.5) (22.2) 9/32" t \ . (7.1) Y 15/81, (41.3) 7252 VAOS3 (18.4) w Y t3/16" T� (20.6) , v ,W SECTION PROPERTIES YAxis e rajAreas of' I Moment of -Section Radids �f 'J-Momeni of Section Radiu's of, 2 ii w iI tia (1) IN10(itiltis (S) Gyration (r) .� —yd B22 1.910 (2.84) :562 (3.62) .1912 (7.96) .2125 (3:48) 583 (1.48) .2399 (9.99) :2953 (4.84) 653 (1.66) B22A 3.820 5.69 1.124 ( ) (7.25) 9732 (40.51) .5989 (9.81) 931 (2.36j 4798 (19.97) 5905 (9.68) .653 (1.66) B22X 6.649 (9.89) 1.956 (12.62) 4.1484 (172.67) 1,7019 (27.89) 1..456 (3.70) :1.1023 (45.88) 1.2027 (19.71) .751 (1.91) Calculations of section properties are based on metal thicknesses as determined by the AISI Cold -Formed Steel Design Manual., It }`y Go i d ICU Y e' �\ 15/8" y rx (41.3) 31/4„ X X (82.5) iu s a� Y - �r4: 13/16" xv (20.6) B22A 15/x" Wt. 3.80 Lbs./Ft. (5.65 kg/m) (41.3) .310 20 Reference page 14 for general fitting and standard finish specifications. .. r B22 COMBINATIONS B -Line S 1 .3833 15/8" 1.3540 \ ` ' (35.1) (41.3) (41.3„ (34.4 . s „ 3 I /4 31 31/4" /4„ IX 2.5) _ +82.5) X 1 31/4„ X 2.5) (82.5) 15/8'Y 15/8"� L t „ (33.7) 725 l5/8„ (41.3)[,,,.-31/4" (41.3) 31/4" 3 /4 (82.5) (82.5) (82.5) (18.4) (41.3) B22A3 B22A4 B22AD3 B22B Wt. 5.70 Lbs./Ft. (8.48 kg/m) Wt. 7.60 Lbs./Ft. (11.31 kg/m) Wt. 5.70 Lbs./Ft. (8.48 kg/m) Wt., 3:80; Lbs./Ft. (5.65 kg/m) 27/16" 15/8„ (41.3 YI> 31/4„ X (82.5) /8" 3.8) 5 � . 1.3)1.,-31-/4" (20.6) 841(1 1, (82.5) 15 /8 15%8 , (41.3) ;(4 C3) B22B3 B22C 8220 Wt. 5.70 Lbs./Ft. (8.48 kg/m) Wt. 3.80 Lbs./Ft. (5.65 kg/m) Wt. 5.70 Lbs./Ft. (8.48 kg/m) 27/16" 2.467 (61.9)_ 15813 �-' �;�. (62.7)- /4" 2.5) 18„ 3.8) 769I "' (] 9.5) .842 15/8" (41.3) 1 /8 B22D B22D3 (41.3) Wt. 3.80 Lbs./Ft. (5.65 kg/m) Wt. 5.70 Lbs./Ft. (8.48 kg/m) (2 1. 9.7)168 1.730 /l Wit. (43.9) .105 1.79$ (2.6) (45.6) 213/16" (71.4) 2" (50.t (101.6) (40.2) 31/4" y (82.5) `i/. .769 (19.5) 15/8„ (41.3) B22E Wt. 3.80 Lbs./Ft. (5.65 1.231 /], 9\ B22LPL B22PL Wt. 2.90 Lbs./Ft. (4.31 kg/m) Wt. 3.35 Lbs./Ft. (4.98 kg/m) Reference page 14 for general fitting and standard finish specifications. 1.730 (43.9) 47/8„ (123.8) 1v 13/16, (20.6)[--1 20.6)1.5/8„ B22E3 (41.3) i • Wt: 5.70 Lbs./Ft. (8.48 kg/m) �(61. ) (61.9) 47/8" (123.8) 3.3 I' �' 1 7/16" 23.3 ()1.835 (11.1) B22X (46.6) Wt. 6.70 Lbs./Ft. (9.97 kg/m) 1 C , d: w 1. ^ Based on simple beam condition using an allowable design stress of 25;000 psi (172 Wa) in accordance with MMA, with adequate lateral bracing (see }C, 01 page 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi: To determine concentrated load capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. w _t 22 Reference page 14 for general fitting and standard finish specifications. - !- ,322 BEAM LOADING DATA BUne ' Beam Span In. mill Channel Stvle B22' Uniform Lbs. Load N, (11610) and Deflection In. 014 Mill Unifurin Load 1/240 Span 1/360 Lbs. N (i�i Deflection Span Lbs. N 2610 (•:35) 2610 (1161,0) ` 61.0 'O1610) 12 (305) B22A 2610" (11610) 602 (.05) 2610'(11610) 2610* ('11610) B22X .5790" 25755 .00.1 (.02) 5790* 25755) 5790' 25755 B22 �` 2269.E (10093) 031 ' (.79j, X269 `(10093) 2269 (10093)` ` ' 1'8 (451) B22A 2610* ` (11 M6 -' , . 007• (;t8)' .2610* (116 &1610` (11610) $22X 5790# 25155 _; _'003 _ -(.01) 57,90 :.'_ _ z57ss` ; - •5790" _ 2=755 B22 1702 (7571) .056 (1.42) `1702 (7511) 1702" (7571) ' 24 (609) B22A 2610' (11610) .017 (.43) 2610* (1161,0) 2610• (11610) B22X 5790* 25755 , 008. 20 5790' 25755. 5790*. 25755 B22 " 1361> !6054) 08? (2 21 j 7351 6054" 1294 (5756} 30 (762) B22A -2610 (11610) •. 033 (.84)` 2610y :.1110) 2610= (11610) B22X 5790. (25755 " :017 73) 5790. 2575 5790,_ B22 1135 (5049) ' :126. '(3.20) 1135 ` (5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 (L45) 2610* (11610) 2610* (11610) B22X 5790! 25755 .029 .73 5790* 25755 5790" 25755 B22'. 972'- (4323) 172 (4.37),, , 972. '(43233. 660 (2936) 42 `, (106-7) 822A 2610* x.(11=610) >09I. (2.31) 2610* (1.1610), 2610* . (11610). B22X._ 57903 ,:.; (25755),.046 ,:, -1.1 5790* 25755 579V- 25755 B22 851 (3785) .224 -(3:69) 758 (3372) 505 (2246) 48 (1219) 822A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790' 25755 .068 173 5790* 25755 5790* 25755 B22 ': 756` 1.3363) 284, (7 21) ` 599 ":(21164) 399 (1775) 54 (1371)B22A 2138 _ (9510) 158 (4 01) 2138' (95 t0) 2024 :"' (9003) B22X { : :: 5790' . (25755), -.097. , : •0.46) 5790*�. (257551- . "..5790* (25755); B22 681 (3029) .351 (8.91) 485 (2157) 323 (1437) 60 (1524) 922A 1924 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 5645 (25110) .130 (3.30) 5645. 25110 5645 25110 B22: 619' {2753} 42,4' (10 77):" ' 401 (11843` : 267 (1187) ' 66 (16764,r_ _ B22A = 1749 ` (7780) � (5.99)9,,' u -. 1749` (7780) : � 1355 (6027) -B22X, 502' (22828)- ,x.236, - t5t, -ol - _ ' '5132 22828 5132 22828) B22 567 (2522) '.505 (12.83) 337 `(1499) 225 (1001) 72 (1829) B22A 1603 (7130) 281 (7.14) 1663 (7130) 1139 (5066) B22X. 4704 (20924 .188 (4.77 4704 20924 4704 20924 B22, 524.'- "1480°' `(2331) .593 `f�f.:� (1506),: 1 -287 , (1,276), _ i�1 (849) (1981) B22A 6583) :330 ` (8, . 1.455 ' _:(6472). _ 970, (43 15) .B22X _ 43A2-' (19314) . i .2207. • r (5.59 fi'- 4342 , (t 93,14) , ` ' : 4270 (1,8994Y - B22 486 (2162) .687 (17.45) 248 (1103) 165 (734) 84 (2133) B22A 1374 (6112) .383 (9.73) 1255 (5582) 83.7 (3723) B22X. 4032 17935 .255 (6A8) 4032 17935 3682 16378 B22: ,: 454 ',' (2A19) 789 (2004);; t 216 '':(9G1) 144 (640) 90 (2286) �' B22A- 1283._ (5707) .440 : "{(tl 17):x, : "1093 (4862); .729 `(3243)'' r B22X 37617, 0738 -.2931 _. r 7,44)-. 3763 " .'- .16738- 3207 14265 B22 425 (1890) .898 (22.81) 190 " (845) 126 (560) 96 (2438) B22A 1202 (5347) .500 (12.70) 961 (4275) 640 (2847) B22X 3528,6 . 15693. .334_ 8.48 3528 15693 2819 12539 B22 r' 400 (t 779) l 013, ;'" (25 73)x;-' 168: _(747): 112 (498) -(2591) B22A4 1 X32 ; t • (5035) ,565 (14 35)': 851 (3785)x" = 569 (2522) B22X 3320- (14768) 377 (9.57) 3324"" ' .(14768)- 2497 9'1;t07; B22 378 (1681) 1.136 (28.85) 150 (667) 100' (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X. 3136 13949 .422 (10.72. 31.36 13949 2227 (9906) �. B22 :.: 358 (1592) 1 266_ (32 15)2, 134 459... 90 (400) 114 (2895) B22A ' `. l O t 3" (,4506) .706 (17.93) �8 L. (3029) 454 o (2019) .B22X 2971`;_<,,. (r32r5), `_ -:471'} lt.9 2971. 13215 ., - 4999 :- 8892 B22 340 (1512) 1.403 (35.63)-- 121 (538)' 81- (360) 120 (3048) B22A 962 (4279) .782 (19.86) 615 (2735) 410 (1824) B22X 2822 (12553) .521 (13.23) 2706 (12037) 1804 (8024) B22 COLUMN LOADING DATA &Une*--, Unbraced Channel ColumnLoading Loadedl2iLoaded, In. film 1 Lbs. / I 1 Lbs. N* Lbs. N N, Lbs. N B22 10454 (46502) 4276 (19120) 10598 (47142) 10222 (45470) 9950 (44260) 12 (305) B22A 21625 (96193) 7002 (31146) 21677 (96424) 21539 (95810) 21433 (95339) B22X 46948 208835 189.75 84405 - 47061 209338 46761 208003 46531 206980. t8 (45n B23 $22A QS,O ZY33 (44260) j95339) 4153 699 (18473 (30955) 1Q253 2�Si �4.. - (: Ql _'�42 (�i 95 10(T1 (348_'4 X9341 i) $22X 46531 (206980) ` 18859 3899) 46787 io _ 4 lU,. (205 07) . .. 5593 (202808)' 822 9311 (41417) 3993 (17762) 9801 (43597) 8582 (38174) 7801 (3470 0) 24 (609) B22A 21164 (94142) 6898 (30684) 21373 (95072) 20819 (92607) 20397 (90730) B22X, 45947 (204382) 18693 84440). .46401 206402 45198 201051. 44282 196976 B22 8882 (38174) 3802 (16912) Q268 016�� 7 _O (3 1Q ;':595 29336} 30 (762) B22A 20819 192607) 6821 (30341) 21145 ts9dQ5 ; 2 9,619 87269) 822X. 45198 1 (201051) 18485 82225 45906 204200 44826 195$3 42593 1'89463 B22 7801 (34700) 3589 (15964) 8676 (38593) 6595 (28336) '5392 (23985) 36 (914) 022A 20397 (90730) 6728 (29927) 20866 (92816) 19619 (87269) 18669 (83044) B22X 44282 196976 18233 81t04 45300- 201504 42593 189463 , 40530 180286 B22 6998 (31128) 3360 (t4946) 8048 (35799) 5595 (24888) 4444 (19768) 42 (1067) 822A 19898 (88511) 6620 (29447) 20537 (913`53) 1640 , (838041 17546 (78048) B22X 43198 (192154) 17940 79801) 44586 198328) 40901_ (1.81$37). 38092 ° (169441y B22 6193 (27548) 3118 (13869) 7401 (32921) 4718" (20987) 3791 (16863) 48 (1219) B22A 19322 (85948) 6496 (28895) 20157 (89663) 17940 (79801) 16251 (72288) B22X 41948 186594 17604 78306 43761 194568 38948 173254 35281 156938 B22 5392 (23985) 2864 (12740) 6746 (30008) 4090 (18193) 3310 (14723). 54 (1371) B22A 18669 (83044) 6263 (2.7859) 19276 (87745) 16920 (75264) 14782 (65753) B22X 40530 (180286) 16973 (75499) 42825 (190495) 3673;1 163396) 1209211.042752) B22 4718 (20987) 2631 (11703) 6093 (27103) 3616 134260 (16085) 2936 (13060) 60 (1524) B22A 17940 (79801) 5340 (23753) 19244 (85601) 15781 (70197) 13141 (58454) B22X_ 38948 (1.73249) 14471 (64370) 41779" 185842) 152396 28529 (126903). B22 4202 (18691) 2434 (10827) S441 (24203) 3242 (1 21) ` 2634 (11716) 66 (1676) B22A 17134 (76216) 4587 (20404) 18712 (83235) 14521 (64592): 11328 (50389) B22X 37198 (165465) 12431: (55296) ;40624 (1.80704) 31525 (140230) 24593 (t09395) B22 3791 (16863) 2264 (10071) 4869 (21658) 2936 (13060) 2381 (10591) 72 (1829) B22A 16251 (72288) 3968 (17650) 18129 (80642) 13141 (58454) 9524 (42365) B22X 35281 (156938) 10753 (47832). 39358 (175013) 28529 126903) 20676 (91971) B22 3456(15373) 2116 (9,4 12) 4412 (19625) 2680 (11921) 2166 (9635) 78 (1981) B22A 15291 (68018) 3456 (15373) 17496 (77826)• 11642 (51786): 8115 (36097) B22X 33197 (t47667) '' 9366 (41662) 37984 ' (168961) 25275 (1 112429) 176.17 (78364) B22 3176 (14127) 1984 (8825) 4037 (17957) 2461 (10947) 1980 (8807) 84 (2133) B22A 14255 (63409) 3028 (13469) 16812 (74783) 1.0076 (44820) 6998 (31128) B22X 30947 137659 8206 (36502) 36499 162355 21875 (97305) 15192 67577 922 2936 (13060) 1867 (8305) 3724 (16565) 2270 (10097) 1816 (8078) 90, (2286) B22A 13141 (58454) 2667 (11863) 16077 (71514) 8778 (39046) 6096 (27116) 822X . 28529 (126903) 7227 (32147) 34903 (155256) 19057 84770) 15234 (58868 B22 2728 (16583) 1761 (7833)` 3456 (15373) 2101 (9346) 1671 (7433) 96 (2438) B22A 11951 (53160) 2359 (10493) 15291 (68018) 7715 (34318) 5357F(23829) B22X 25945 (I 15409 6393 28437 33-197 147667 16749. 74503) . 1163033B22 2545 (11321) 1664 (7402) _3225 (14345) 1951 (8678) 1542*43) 102 (2591) B22A 10678 (47498). 2093 (9310) 14455 (64299) 6834 (30399) 474611)B22X 23182 (103118) 5672 (25230) 31382 139594) 14836 (65994) 1030330) B22 2381 (10591) 1575 (7006) 3022 (13442) 1816 (8078) 1426* (68599) 108 (2743) B22A 9524 (42365) 1867 (8305) 13568 (60353) 6096 (27116) 4233 (18829) B22X 20676 91971 5059 22503 29456 131027 13234 58868 9190 40879 B22 2234 (9937) 1494 (6645) 2842 (12642) 1694 - (7535) 1322" (5880) 1.14 (2895) B22A 8548 (38023)• 1675 (7451) 12630 (56181} 5471 (24336) 799** (t6899): B22X 18558 (82550) 4539 (20190) 27420 (121970 11877 5283 t) 8247 (36684) 822 2101 (9346) 1418 (6307) 2680 (11921) 1583** (7041) 1228** (5462) 120 (3048) B22A 77 (34318) 1512 (6726) 11642 (51786) 4937 (21961) 429** (15253) B22X 16749 (74503) 4097 (18224) 25275 (112429) 10718 (47676) 7444 1 (3311 2) "Where the slenderness ratio KI- exceeds 200, and K = end fixity tactor, L = actual length and r = radius of gyration. r f Reference page 14 for general fitting and standard finish specifications. 23 CHANNEL SELECTION CHART for Channels, Materials and Hole Patterns 13 -Line: -k im x cuuou nas oeen prepared to provide a reference for available channel, materials and hole patterns. Material types available for various hole patterns are defined by numbers 1 thru g. Some stainless steel channels with hole patterns are available on special order only. *Metric equivalent for thiclrnesses shown in chart. **JL - Steel 12 Ga. = 2.6 nun 18 Ga. =1.2 mm 2, - Aluminum 14 Ga. =1.9 nun .105 = 2.6 mm 3 - Type 304 Stainless Steel 16 Ga. =1.5 mm .080 = 2.0 mm 4 - Type 316 Stainless Steel Properties may vary due to commercial tolerances of the material Channel Type B11 B12 B22 B24 B26 B32 B42 B52 B54 B56 B62 B72. E7016 Channel Part Numbering _Example: Hole Patterns MateriaWndsh Length SH GRN. 120 S GALV 240 H178 HIS TH SS4 K06 SS6 AL Reference page 14 for general fitting and standard finish specifications. Rpt`` Y U 15 %PC Steel Alum. Stainless Steel T%pe SH sluts oil 2" cc nicirs Ti PC 316 S slots 11 TH dianieter di-anicter holes on 1-:3- centers z 06 diameter knotkouis Bill 31/4" Ll (825) is/8" (413) 12 Ga. — — — B12 27/16" (619) 1S/8" (413) 12 Ga. .105 — — 1 1 1 — 12. B22 15/8" (413) 1 S/8" (413) 12 Ga. .105 1-2G a. 12 Ga. 12,3 4 13. 121 1 12 B24 1 S/8" (41.3) 1 S/8" (413) 14 Ga. .080 14 Ga. 14 Ga. 1 Z 3 4 1 — 12. B26 15/8" (413) 15/8" (413) 16 Ga — .121 B32 13/8" (349) 15/9" (413) 12 Ga _ 12 GaB42 1" .4 15/8" (413) 12 Ga. " — 12 Ga. 1 13B54 B5213h6" is/8" 413 12 Ga _ 12 Ga13 '14Ga. 13/16" (20.6) 15/8" (413) 14 Ga. .080 14 Ga Z 3 4 1 1 3 4 1 2. B56 13/16" (20.6) 15/8" (413) 16 Ga. _ —-1 B62 13/16" (20.6) 18 Ga. — — — B72 13/32" #7.6)13/16" 13/16" 0. 18 Ga. — — _ E7016 3/4" 5/8" (15.9) 16 Ga. — — _ im x cuuou nas oeen prepared to provide a reference for available channel, materials and hole patterns. Material types available for various hole patterns are defined by numbers 1 thru g. Some stainless steel channels with hole patterns are available on special order only. *Metric equivalent for thiclrnesses shown in chart. **JL - Steel 12 Ga. = 2.6 nun 18 Ga. =1.2 mm 2, - Aluminum 14 Ga. =1.9 nun .105 = 2.6 mm 3 - Type 304 Stainless Steel 16 Ga. =1.5 mm .080 = 2.0 mm 4 - Type 316 Stainless Steel Properties may vary due to commercial tolerances of the material Channel Type B11 B12 B22 B24 B26 B32 B42 B52 B54 B56 B62 B72. E7016 Channel Part Numbering _Example: Hole Patterns MateriaWndsh Length SH GRN. 120 S GALV 240 H178 HIS TH SS4 K06 SS6 AL Reference page 14 for general fitting and standard finish specifications. Rpt`` Y U 15 STEELE RESIDENCE SOLAR ARRAY GROUND MOUNT FOUNDATION DESIGN CHICO, CA STRUCTURAL CALCULATIONS PROJECT NO. 3.1538.00 September 25, 2008 SF9 E.) JV c.yF c ` 3 JUN WON LEE r +2 0 9 P. 9 2010 q c.J;. CIVIL 4 OF CI`LITs�v r 'r Prepared bv: , CSW IST CSW/Stuber-Stroeh Engineering Group, Inc. 45 Leveroni Court, Novato, CA 94949 Tel: (415) 883-9850 Fax: (415) 883=9836 LEGENDS MODULE SPECIFICATIONS (40) SHARP NT-175U7 MODULES R LxW%H= 62.01 x 32.521.811n. - o WEIGHT = 37.485 MS. NT-17jU1 MODULE INVERTER SPECIFICATIONS TTI ALUMINUM RAIL (1) SMA SB 6000U5 240V INVERTER WxHx0= 18.4 x 24.1 x 9.5 in o TTI STEEL TORQUE TUBE WEIGHT = 143 lbs. POST W/ SUPPORT CRADLE AC CONDUIT TRENCH (18" TO THE TOP OF THE PIPE) INVERTER MODULE RAILS c COMBI-SWITCH c (FUSES FOR CIRCUITS 8 DC DISCONNECT) TTI CRADLE 5,-52" 8.,3" o 2'.0" -�i 9'-112" 15.9' 15'-99'•112• 2'A" N W E A A 1 STRUCTURAL LAYOUT ADJUSTABLE TILT ARRAY AZIMUTH: 180' nm NSN9 RY STESLS RSV OATS (168—T— AN. MOMIM ROAD er cxv Rovm ^y^:: VV SRO SOIM .M LRVSRO�n COVRT -.. }..-.. ". ...Yy"^_- •�•"� ^�� �1• ^' '-^ _ ^'"^ cwco.uo.Rn STRUCTURAL LAYOUT _ wATo. cA aR.v c�trc.nsvoeR PROJECT NO: '2684 an RONNIE MUNGLE A�RARbSHa RgI}RRR CRAIG STAGER ussRpami Rggwe a::;:•*� - ....:-. � PERMIT SUBMITTAL _.....:._.,.:-...:. ....,.._.,.. :.-.. _... .;, 6d ARPAr LArsuTvgc ormRRnm � eggWo CAD DWG FILE: KEVIN ROSALES 1 s 4 ' 8 I 6 0 9 E 1 \ ASSM. MODULE TTI T-CPER M / (4) PER MODULE \ i 8'-41" INVERTERS DC DISCONNECT TTI ALUMINIUM DOUBLE 2 c MOUNTED TO B -LINE RACK CHANNEL MODULE RAILS /i — (2) STEEL TORQUE TUBE (BEAM) i I 3'-7Z" O 00 T-0" MIN. -• TTI ATGM CRADLE ASSM. EXISTING GRADE 6" INNER CHICH TUBE 6' CONNECTION DETAIL 4' DIAMETER SCH 40 STEEL POST SET IN T-0" CONCRETE PIER °. '. B-22 POST SET 3" FROM BOTTOM r DC DISCONNECT ' I ' OF 3' DEEP CONCRETE PIER RTER 6.-D" B230,2 -HOLE 90' BRACKETS. TOP ;'3'.0"MIN e 5'-2- S BOTTOM OF e MODULE SPECIFICATIONS 822-A BEAM, TYP. 4°DIAMETER, SCH 40 STEEL (40) SHARP NT -17501 MODULES 8 POLE SET 3" FROM BOTTOM OF L x W x H - 62.01 x 32.52 1.81 in. 8' DEEP CONCRETE PIER WEIGHT = 37.485 lbs. [37�012"DIAMATER, B'DEEP. -- 2500 PSI CONCRETE PIER. TYP. S INVERTER SPECIFICATION —� (1) SMA SB 6000US 240V INVERTER ADJUSTABLE TILT ARRAY W x H x 0= 18.4 x 24.1 x 9.51n INVERTER RACK DETAIL TYPICAL STRUCTURAL SECTION WEIGHT = 143 lbs. , AZIMUTH: 180* S 2 '*' ".- .•.•� 6"G 60lAF ..-..... ...-.-.."-.,..,".. ..-..,�.. ..............". .. .t.T MVNJAF ROAD ••�•••"•':•••••••"••n�,.�.., ..........,.n.."..•...,:..." FEV 04TE OEaCflIFTaN fry CMO AFFa] '^^'''- "�•::.: `�' -; '' :oleveaoNi couflr Nwero.uwvn '''"""'"'"=�' " "' RONNIE MUNGLE 4i,,E �n ' sAnooe PROJECT NO: 2684 �•�..Fm ussaxxloi •'" vnveooa CRAIG STAGER STRUCTURAL SECTION - �peFun aueumu - .. ... ....... ........ .... _,.,. ,_ ....,..,.,....... .. _.., _., - CAD DWG FILE: a.xsrnuavnes MOUNT.owa ro..,.Nc,.v, KEVIN ROSALES aooam.moo snrrsooe a D ,E 1 w 3 CSW/Stuber-Stroeh Engineering Group, Inc. 45 Levoroni Court 415.883.9850 C SW ' S T Novato, CA 94949 Fax 415.883.9835 Solar Panel Wind Analysis for Residential Ground Mounted Applications Project Name: Steele Residence Date: 9/24/2008 Project Number: Client:. SPG Solar Project Address: 4242 Munjar Road, Chico, CA Determine Wind Loading based on ASCE 7-05 (Solid Sign): "Refer to Supplemental Report IBC Wind Analysis for Solar Panel Tracker Assembly, Supports, and Drive Mechanism for 90 MPH Wind Speed by Aptech Engineering Services, Inc.** APTECHi9• ENGNELPING SERVICES. INC. Calculation No.: ;ES -C-6 _���-' !.t3d= JLG D._ e 15 r'.UG Q? Cent IV µ. Title: I_BC' � inclAuaivsi_or poi--ir Pane: l ni filer _ is�eml'i ; . Supports: ind Dri-. eROYISOn Vc.: D_>_umen; Control.t•lo.: Shee: Nc.: ?decbutism for 9i3 mph Wind Speech D ?v L ? or 55 DESIGN PRESSURE i _u, (Eq 6-2-7) For the generic case: ?:= q� L•Cr P = 1:.1-'psf P = 0.119:Fsi Por the oblique wind case PC, — GC = 39 C• = q� �� P C� --. -rp<_c = 0p 22LL5 Pa _ ap=_i ?t := q_ GCS Fr = �_'_934ps Pt = 0.1_•93p_i Pi := q` G C_ F. _ 16.9>]W P, = Q.1 _ i psi PI := qz: GCS F, _ ''OA7psf Fa = 0.0-'27 Psi The design pressure is to be applied to the projected area. For the finite element model. the pressure was applied normal to the face and veas corrected by the sine of 45 degrees, or 0.7137. 'Worst ease strasses are determined for the support poses, the torque trabes, and the aluminum rail extens;uns The results shot%, that :_ as C bounds Case r. for all components of iotere.a. 4 Region Cf CSW/Stuber-Stroeh Engineering Group, Inc. CSW S T... 3.6 45 Levoroni Court 415.883.9850 s to 2s 2.33 Novato, CA 94949 Fax 415.883.9835 Amend -wind loading for Site Specific conditions: 1.73 Wind Speed: 85 MPH 1.05 Tift Angle: 40 degrees Array Height: 6.4167 ft (h, height of sign) Array Width: 8.5 ft (s', width of array) Vert. Array Width: 5.46 ft (s, projected vertical dimension of sign) Array Length: 72.5 ft (B, horizontal dimension of sign) Max. Support Spacing: 15.75 ft Gust Factor, G 0.85 (per Aptech Report) Velocity Pressure (Aptech), qZ = 13.00 psf (see Aptech report p. 5) Velocity Pressure, q, = 11.60 psf (scale q, for 85 mph wind speed) Aspect ratio B/s' = 8.53 Clearance ratio s/h = 0.85 Case A & B Cf = 1.463 Case C Use Reduction Factor = 0.95 Region Cf Cf Reduced 0 to s 3.6 3.41 s to 2s 2.33 2.21 2s to 3s 1.73 1.64 3s to 10s 1.05 1.00 For the generic case: P = qZ*G*Cf = 14.42 psf For the oblique case: P, = qz*G*Cf, = 33.66 psf P2 = qz*G*C(2 = 21.78 psf P3 = qZ*G*Cf3 = 16.17 psf Pa = qZ*G*Cf4 = 9.82 psf CSW/Stuber-Stroeh Engineering Group, Inc. C SW S T 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Px=PCos 6 Py=Psin 0 For the generic case: P= 14.42 For the oblique case: P, = 33.6E PZ = 21.78 P3 = 16.17 P4 = 9.82 P. (psf) Py (psf) 9.27 11.05 21.63 25.78 14.00 16.69 10.40 12.39 631 7.52 5 CSW/Stuber-Stroeh Engineering Group, Inc. CSW ST` 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Find Wind Load to Piers End of Array to First Pier (L1)= 2 ft First Pier to Second Pier (L2)= 15.75 ft 15.75 GENER ! C fi T.T T TTTT1'_TTT T TTTTTTTTTTTT".T.T P 025" Q[1 f—� 4 L S Generic Oblique Pr, end = 778.07 1529.71 Pr, second = 1240.97 1137.88 Pr, middle -_ second pier governs 'poll fi T.T T TTTT1'_TTT T TTTTTTTTTTTT".T.T P 025" Q[1 f—� 4 I 101 L S Generic Oblique Pr, end = 778.07 1529.71 Pr, second = 1240.97 1137.88 Pr, middle -_ second pier governs second pier governs I 101 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.857 Longitude = -121.893 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on. a 0:01 deg grid spacing Period Sa (sec) (g) 0.2 0:620 (Ss, Site Class B) 1.0 0.232 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.857 Longitude = -121.893 Spectral Response Accelerations SMs and SMI SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.304 ,Fv = 1.937 Period Sa (sec) (g) 0.2 0.808 (SMs, Site Class D) 1.0 0.449 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.857 Longitude = -121.893 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.304 ,Fv = 1.937 Period Sa (sec) (g) 0.2 0.539 (SDs, Site Class D) 1.0 0.299 (SD1, Site Class D) �; CSW/Stuber-Stroeh Engineering Group, Inc. C S S Y 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Solar Panel Seismic Analysis for Residential Ground Mounted Applications Project Name: Steele Residence Date: 9/23/2008 Project Number: Client: SPG Solar Project Address: 4242 Munjar Road, Chico, CA Seismic Loading based on ASCE 15.4.2 (Non Building Structures): To be conservative, take maximum values for seismic coefficients rather than site specific values: Fa = 1.419 Ss = 0.476 SDS = 2/3 Fa SS = 0.450296 Array Width: 8.5 ft Trib Length: 15.75 ft Array Weight: 2.68 psf Trib Weight, W = 358.79 lbs. Seismic Base Shear (Egn 15.4-5): V = 0.30SDS W I V = 48.47 lbs. Verify Fundamental Period: ,t .D'rb2 T = 2R n 8 E r—i for 4" dia. sched40 pipe: 5= VL3 E= 29000000 psi 3EI 1= 7.23 in' S = 0.0121in. T = 0.0957944 Since T > .06 s, refer to Section 15.6 (ASCE 7-05) Non -building Structures not similar to Buildings 9 ASCE 7-05 DESIGN BASE SHEAR - SEISMIC LOADING SPECTRAL RESPONSE ACCELERATIONS (12.5): Use Seismic Hazard Curves, Response Parameters, and Design Parameters program by USGS to determine short period, Ss, and 1 -second period, S1, spectral accelerations. Site Coordinates: Latitude = 39.857 Ss = 0.62 g Longitude = -121.893 S1 = 0.232 g Site Class = D This Is given In soils report. Use "D" if no soils report is used Fa = 1.2 Per Table 11.4-1 Fv = 2.0 Per Table 11.4-2 Maximum Considered Earthquake Spectral Response Accelerations: SMS = 0.744 g - SMr = 0.464 g Design Spectral Reponse Accelerations: SIDS = 0.496 g SDI = 0.309 g SEISMIC DESIGN CATEGORY, SDC (11.6): Structure sholl be assigned a Seismic Design Category per section 11.6.1.1 ASCE7-05. For Occupancy Categories I, II, and III, if S1 >/= 0.75, SDC ="E" For Occupancy Category IV, it S1 >/= 0. 75, SDC ="F" For all other structures, the Seismic Design Category to be based on Tables 1613.5.6(1) and 1613.5.6(2) Both tables are based on their Occupancy Category. Each building and structure shall be assigned to the most severe Seismic Design Category. Occupancy Category = II- Per Table 1-1 (ASCE 7-05) S1 < 0.75 SDC = N/A Per Table 1613.5.6(1) SDC = D Per Table 1613.5.6(2) SDC = D Assigned Seismic Design Category = D DESIGN RESPONSE SPECTRUM (1 1.4.5 ASCE 7-05): To = 0.125 sec TS = 0.624 sec Ti = 8 sec Long Term Period per Fig. 22-15 (continental USA), Fig. 22-16 (California and Nev.) Fundamental Period of Structure hn = 4.5 (Height above base to Level n) Ct = 0.020 Per Table 12.8-2 i X = 0.75 Per Table 12.8-2 To = 0.062 secs (Method A Structural Period per Section 12.8.2.1) TO = T: _ T, sec So, g 0 0.198 0.125 0.496 0.624 0.496 0.75 0.000 1 0.000 1.5 0.000 2 0.000 2.5 0.000 3 1 0.000 151 0.000 1.2 U) c 1 0 d 0.8 U 0.6 N 0 0 y 0.4 m a: 0.2 U N 4 En 0 1C DESIGN RESPONSE SPECTRUM 0.1242 0.621 0:75 1 1.5 2 2.5 3 Period, T (sec) EQUIVALENT LATERAL FORCE PROCEDURE (12,8.1 ASCE 7-05) R = 1.5 (Table 12.2-1 - Design Coefficients and Factors for Seismic Force -Resisting Systems) I = 1 Importance Factor Cs = 0.331 Seimic Response Coefficient per Eq. 12.8-2 Cs need not exceed 3.337 per Eqs. 12.8-3 and 12.8-4 Cs shall no be less than 0.01 per Eq. 12.8-5 For S1 >/= 0.6g, Cs shall no be less than N/A BASE SHEAR, V = Cs x W . BASErSHEAR"-V..:. 0.3:3;1W� TOTAL BASE SHEAR, V = 0.331 x 2.68 V= 0.89 PSF WIND GOVERNS 0.331 0.010 Drilled Pier Depth - Nonconstrained 2007 California Building Code - Section 1805.7.2 F:= 1529 Lateral Load, lbs No := 1 Number of Piers H:= 4.75 Height to Top of Pier, ft ignore := 1 Ignore Depth, ft dpier := 12 Pier Diameter, in S:= 400 Passive Pressure, pcf Hr := H + ignore Hr = 5.75 F Pr := — Pr= 1529 No dpier B := B= 1 Guess Value: D:= 6 12 Given 2.34 -Pr A _D=A I+ FI+4.36•Hr S- D -2B 2 A ) 3 D:= Find(D, A) D= 5.4 (2.5 Dpier := D + ignore Dpier = 6.4 (3.5 1 A:= I , Total Pier Depth = 16 to , 11 Drilled Pier Depth - Nonconstrained 2007 California Buildinq Code - Section 1805.7.2 F:= 1241 Lateral Load, lbs No := 1 Number of Piers H := 4.75 Height to Top of Pier, ft ignore := I Ignore Depth, ft dpier := 12 Pier Diameter, in S:= 400 Passive Pressure, pcf Hr := H + ignore Hr = 5.75 F Pr := — Pr = 1241 No tin, Pr B := B= I Guess Value: D:= 6 12 Given 2.34 -Pr A _ A Hr D = l + 1 + 4.36-- S•D-2B 2 A ) 3 5 D:= Find(D,A) D = 2.2 6 Dpier := D + ignore Dpier = . Total Pier Depth = 3.2 1 A:= I 12 13 CSW/Stuber-Stroeh Engineering Group, Inc. VV T 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Pier Depths from Lateral Analysis: - Pier Diameter: 12 inches End Pier = 6.5 ft Middle Pier = 6.5 ft Reference Table 1804.2 Class of Materials Friction Force (psf) 1. Crystalline bedrock 750 2. Sedimentary and foliated rock 600 T1 3. Sandy gravel, and/or gravel 400 4. Sand, silty sand, clayey sand, 250 silty gravel and clayey gravel (lbs.) (SW,SP, SM, SC, GM, and GC) Capacity (DL) 5. Clay, sandy clay, silty clay, clayey 150 silt, silt and sandy silt (CL, ML, MH 83.94 and CH) 1283.58 Job Site Soil Classification: Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW,SP, SM, SC, GM, and GC) Friction Force (from table): 250 psf (DL Only) 333.33 psf (Total Load) 166.67 psf (Uplift) Solar Panel Model Name: Sharp NT -175U1 Length: 62 inches Width: 32.5 inches Weight: 37.485 lbs 2.68 psf Dead Load Wind Load Pier Depth Vertical Vertical Vertical Uplift Trib Area (ftz) (lbs.) (lbs.) (ft.) Capacity (DL) Capacity (TL) Capacity End Pier 83.94 224.85 1283.58 6.5 5105.09 6806.78 3403.39 Middle Pier 133.88 358.63 1041.30 6.5 5105.09. 6806.78 3403.39 14 e /.vYT� p -ACS_, alSSt�r2� AS t�5►�/�1c�i� DC DISCONNECT INVERTER p B230, 2 -HOLE 90° BRACKETS, TOP 5'-2" & BOTTOM OF T-0" MIN B22 -A BEAM, TYP. I. 8 I iIII Lu lir ' 3'-0" I II li Wall (LaIi DTII 7'-0" INVERTER RACK DETAIL 1- v -o' 15 CSW/Stuber-Stroeh Engineering Group, Inc. C S YYj�' S 'r 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Solar Panel Wind Analysis for Residential Ground Mounted Applications Project Name: Steele Residence Date: 9/24/2008 Project Number: Client: SPG Solar Project Address: 4242 Munjar Road, Chico, CA Determine Wind Loading based on ASCE 7-05 (Solid Sign): "*Refer to Supplemental Report IBC Wind Analysis for Solar Panel Tracker Assembly, Supports, and Drive Mechanism for 90 MPH Wind Speed by Aptech Engineering Services, Inc.** APTECH9 PIGNERINC SERVICES. 1M. CatCUlation No.: AES -C-0330-2 Mad_ JLG Ds -ie 15 AUG 07 c enr ISA Cht:•_J:ed ;=t-: Froje,_t r:o.: Title: ' IBC' � icl Analvsis for So1arP ine1 _' -S 070-16510_; Tracker AsseniiIy; Su�p.am . atldDri.:e Re..is.on, 1'p Jc.: Uc_ument Conxol t•Ja.: Sheet idc.: Njechanism for 91) mph'Wfiid Speed 7 DES1GF•J PRESSURE I _ (Eq 6-27) For' he oeneric case: = qz'C C: P = 17.17. 2PLf - ps: For the oblique •.•find case G'C' P0 _ _=.?•J7p. ani �1 '= qz- G't'=1 Pt '_ '•' Q:4p_f p _ :-1593p=i qz: GG _. P, = _6.9 1p_ P-. = 1.1_-7p..i 3 := qz. G- C �. F, = -' r = .F;f P3 = 0.02 -psi The design. pressure is to be applied to the projected area. For the flnlie element model. .tie pressure was applied normal t:, the face and v:as corrected by the sin=- ineof of45 deareez, or 0.707. Worst case stresses ere determined for the support poles, the torque tr.63es, and the alu ninurn rail extensions I he r.sul s sho7.r that: -ase C bounds Case A for all components o1-ncerest. 16 Aspect ratio B/s' = 2.33 Clearance ratio s/h = 0.58 Case A & B - Cf= 1.660 Case C Region Cf CSW/Stuber-Stroeh Engineering Group, Inc. ��++ C a� W S T. 2.36 45 Levoroni Court 415.883.9850 s to 2s 1.56 Novato, CA 94949 Fax 415.883.9835 Amend wind loading for Site Specific conditions: N/A Wind Speed: 85 MPH N/A Tilt Angle: 90 degrees Array Height: 5.167 ft (h, height of sign) Array Width: 3 ft (s', width of array) Vert. Array Width: 3.00 ft (s, projected vertical dimension of sign) Array Length.- 7 ft (B, horizontal. dimension of sign) Max. Support Spacing: 7 ft Gust Factor, G 0.85 (per Aptech Report) Velocity Pressure (Aptech), qZ = 13.00 psf (see Aptech report p. 5) Velocity Pressure, qZ = 11.60 psf (scale qZ for 85 mph wind speed) Aspect ratio B/s' = 2.33 Clearance ratio s/h = 0.58 Case A & B - Cf= 1.660 Case C Region Cf Cf Reduced 0 to s 2.36 N/A s to 2s 1.56 N/A 2s to 3s N/A N/A 3s to 1 Os N/A N/A For the generic case: P = qZ*G*Cf = 16.36 psf For the oblique case: P, = qZ*G*Cf, = 23.26 psf P2 = qZ*G*Cf2 = 15.38 psf P3 = qZ*G*Cf3 = 0.00 psf P4 = qZ*G*Cf4 = 0.00 psf t CSW/Stuber-Stroeh Engineering Group, Inc. CSWST 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Px=PCos 0 Py=Psin 0 For the generic case: P = 16.36 For the oblique case: P, = 23.26 P2 = 15.38 P3 = 0.00 Pa = 0.00 Px (psf) Py (psf) 16.36 0.00 23.26 0.00 15.38 0.00 0.00 0.00 0.00 0.00 17 We P 05 L4 0 1 F_ 1. Ll LZL Lg _ p3 Generic Oblique Pr, end = 171.76 232.41 Pr, second = 171.76 115.32 use alt. method Pr, middle - second pier second pier governs governs CSW/Stuber-Stroeh Engineering Group, Inc. CSW S T 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Find Wind Load to Piers End of Array to First Pier (L1)= 0 ft First Pier to Second Pier (L2)= 7 ft Second Pier to Third Pier (L3)= 0 ft Third Pier to Fourth -Pier = 0 ft G,ENEP r C P 05 L4 0 1 F_ 1. Ll LZL Lg _ p3 Generic Oblique Pr, end = 171.76 232.41 Pr, second = 171.76 115.32 use alt. method Pr, middle - second pier second pier governs governs Drilled Pier Depth - Nonconstrained 2007 California Building Code - Section 1805.7.2 F:= 235 Lateral Load, lbs No := l Number of Piers H:= 3.5 Height to Top of Pier, ft ignore := I Ignore Depth, ft dpier := 12 Pier Diameter, in S:= 400 Passive Pressure, pcf Hr := H + ignore Hr = 4.5 F Pr:= — Pr = 235 No dpier B := B= I Guess Value: D:= 6 A:= 1 12 Given 2.34• Pr A — D= A I + 1 +4.36. Hr S• D •2B 2 f A 3 D:= Find(D,A) D = 2.5 (0.8 Dpier := D + ignore Dpier = 3.5 (1.8 1 Total Pier Depth = e6 19 CSW/Stuber-Stroeh Engineering Group, Inc. CSW ST : 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Pier Depths from Lateral Analysis: - Pier Diameter: 12 inches End Pier = 3.5 ft Middle Pier = 3.5 ft Reference Table 1804.2 Class of Materials Friction Force (psf) f 20 7 i 600 CSW/Stuber-Stroeh Engineering Group, Inc. CSW ST : 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Pier Depths from Lateral Analysis: - Pier Diameter: 12 inches End Pier = 3.5 ft Middle Pier = 3.5 ft Reference Table 1804.2 Class of Materials Friction Force (psf) 1. Crystalline bedrock 750 2. Sedimentary and foliated rock 600 3. Sandy gravel,. and/or gravel 400 4. Sand, silty sand, clayey sand, 250 silty gravel and clayey gravel (lbs.) (SW,SP, SM, SC, GM, and GC) Capacity (DL) 5. Clay, sandy clay, silty clay, clayey 150 silt, silt and sandy -silt (CL, ML, MH 10.50 and CH) 232.41 Job Site Soil Classification: Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW,SP, SM, SC, GM, and GC) Friction Force (from table): 250 psf (DL Only) 333.33 psf (Total Load) 166.67 psf (Uplift) Inverter: Length: 84 inches Width: 36 inches Weight: 500 lbs 23.81 psf Dead Load Wind Load Pier Depth Vertical Vertical Vertical Uplift Trib Area (ft2) (lbs.) (lbs.) (ft.) Capacity (DL) Capacity (TL) Capacity End Pier 10.50 250.00 232.41 3.5 2748.89 3665.19 1832.60 Middle Pier 10.50 250.00 171.76 3.5 2748.89' 3665.19 1832.60 6 I 4 I 9� I - 2 I 1 C 200 n D�600 ft - _ - - GARY STEELE - D PROJECT # 2684 4242 MUNJAR ROAD , CHICO CA,94973 APN:073-0397-021-00 530-895-0955 ��— CAL/FORNIA COMPLY WITH ARTICLE SCOPE OF WORK ELECTRIC�►I- CODE - 6g0 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC 5.898 KW_ PHOTOVOLTAIC ARRAY, GRI{:SYSEI"'S r GROUND MOUNTED ON SOUTH OF THE%'HOU SE (40) SHARP NT -175U 1 MODULES •,J C (1) SMA SB 600OUS INVERTER �L3���% / SHEET INDEX SITE PLAN: { 5y P 11 LCL A-0 COVER SHEET I BUILDING o . A-1 SITE PLAN PERMIT# • A-2 ELEVATION ASSESSOR4;,. . r�� 00-_ t0`0� � � 2 ' _ - - PARCEL# � • . . , • . t l .STRUCTURAL: . , _ • - = S-1 STRUCTURAL LAYOUT S-2 STRUCTURAL SECTION - -�.I�: __.> H . R � �.� ,APPROVED I t - k ELECTRICAL: E-1 SINGLE LINE • ' , ' ` ATTACHMENTS: SHARP NT -175U1 MODULE SPECS . ®2008 MapQuestlnc.' Map Data 02008Ni1VTEQ or TeleAdas, SMA SB 6000US INVERTER SPECS. E . ` CROSS STREET: TRINIDAD DRIVE B22 CHANNEL STRUT SPECS_ s _ - • - ' B22 CONNECTION SPECS OLE CC A • - B22 BEAM LOADING DATA SPG SOLAR WACIG- E" •° "'•° �°� REVISIONS GARY STEELS 4242 MUNJAR ROAD - ��g""� �oeswrwn.uocmFnoaowu oncavw�ow MECp50)fNEDbVnpOlaE u,D EETLUSNE HgOEFIr W'S9G 6OlA0.1NL Nm NWLNOi BE �Eo �EoEo� « E� ao.��E REV DATE DESCRIPTION BY CK'D APP/D unmoor mE E%GFE54 wwrtEn oEwasbOn a • our wnawanESEirt•rnE a soc 6aNt CHICO CA.94973 COVER' 20 LEVERONI COURT NCA LIC. 759085s cAuc83-7656s we u.wonsuEsemEo - �— • DESIGNER ATE: RONNIE MANGLE 415382-2149 9/9/2008 PROJECT NO: 2684 MANAGER CRAIG STAGER 415-382-218l ATE' s/snooa 415-883-7657 NS RUCTION: KEVIN ROSALES 530-ss3z000 . "TE 9/srz00a -e CAD DWG FILE: 0000-A-0COVER.Owc PERMIT susMiTTAL A 0 6 4 2 1 B 4 S 2 1 _ ... TTI -T -CLIP ASSM.. (4) PER MODULE MODULE -- D 1.. _ v - -' - -- -INVERTER & DC DISCONNECT ,..y'_ n 8'-42 ~• .-» �- _"_ TTI ALUMINIUM DOUBLE - MOUNTED TO B -LINE RACK CHANNEL MODULE RAILS (2) STEEL TORQUE TUBE (BEAM) 4,-3 2 , 00 3'-0" MIN. �m EXISTING GRADE 6" -J- 6" � CONNECTION DETAIL B -22A POST SET 3" FROM BOTTOM f -` - 6 OF 3'-0" DEEP CONCRETE PIER APPRC 4" DIAMETER, SCH B STEEL MODULE S P E C I F I CATION S - POLE SET 3" FROM BOTTOM OF 6'-6" DEEP CONCRETE PIER (40) SHARP NT -175U1 MODULES 12 DIAMATER, 6'-0" DEEP, ` L x W x H = 62.01 x 32.52 1.61 in. = 2500 PSI CONCRETE PIER, � WEIGHT 37.485 lbs. -< .- 3'-E . TYP. , INVERTER SPECIFICATIONS TTI ATGM CRADLE ASSM. c INNER CHICH TUBE 4" DIAMETER SCH 40 STEEL POST SET IN CONCRETE PIER DC DISCONNECT INVERTER 8230, 2 -HOLE 900 BRACKETS, TOP s U;TTER4 & BOTTOM OF _ ,, ^..B22 -A BEAM, TYP A (1) SMA SB 6000US 240V INVERTER ADJUSTABLE TILT ARRAY 1 AZIMUTH:1800 S-2 W x H x D= 18.4 x 24.1 x 9.5 in TYPICAL STRUCTURAL SECTION WEIGHT = 143 lbs. ? = r INVERTER RACK DETAIL �- q CIVI�- SOF CAL�FpQ wmmrna�m•nc REVISIONS GARY STEElE COMf10FMUL TIu900wtxx0 NIO MIY NSA OIXCRi000wJ0006l o(Opa.T10N WHIN®e6Bl .uEco.sne+®w9amm�TN+rwm n�o�aus.Eam�e+nars+c�a,�cwosuu.or� � ryOOOtT�l1EIXPIIB3 WNAIBIP6i1690YOF OR OZOP1,010.1'�NIf1101�W"f�1fA'Ol EOfSO REV DATE DESCRIPTION BY CK'D PP/D F449O,'�� SPG SOLAR 20LEVERONICOURT.�a� NOVATO,LIC. CA 94949 CA LIC. #759086 415-863-7W7 4242 MUNJAR ROAD CHICO, CA 94973 STRUCTURAL SECTION DES1G'� BONNIE MUNGLE 415362-2149 T� s/25J2006 PROJECT NO: 26$4 "A"Ar.6t CRAIG STAGER, 415-382-2181 TE 9/25/2009 CAD DWG FILE: . S-2STRucTURALMouNT.owG PERMIT SUBMITTAL • S-2 CO"5iR1CTOr KEVIN ROSALES 530-6932000 9/25J2008 rmrwi 6 4 3 ! 2 1 ®m oM LEGENDS NT -175U1 MODULE TTI ALUMINUM RAIL TTI STEEL TORQUE TUBE _ s MODULE SPECIFICATIONS--- - (40) SHARP NT -175U1 MODULES L x W x H.=62.01 x 32.52 1.81in. - - _ _ _ _ n WEIGHT = 37.485 lbs. ; t INVERTER SPECIFICATIONS �,:U;; . Ij (1) SMA SB 6000US 240V INVERTER • �i� w, WxHxD=18.4x24.1x9.5in<'a WEIGHT = 143 lbs. - 4. S 6-51! 8'-3!! H 2'-0" . N W E A ADJUSTABLE TILT ARRAY 1 STRUCTURAL LAYOUT AZIMUTH: 180' 16 - cow.w[xnimsua�xxo wo.xrav�uaumanome esamwoncmrtv® .xecoxsoe�wvmoomErNn�xornerxaus.Ea+ae+narscsww.oeaoswi.m� REV DATE SPG SOLAR weislm.a�aoout®.coA®.orsno�.onu�.wwn�mwwwr,wa•wrwaosE 20 LEVERONI COURT N1NO1fHE olw� wame�ceerm°i rs Ya�r'�".m�`'o"�'' NClJATO, CA 94949 - CA LIC. #759M PROJECT NO: 26$4 aisasaass7 CAD DWG FILE: S-1 ARRAY LAYOUT.DVtG Now s 4 I' REVISIONS DESCRIPTION GARY STEB 4242 MUNJAR ROAD CHICO•CA94973 STRUCTURAL LAYOUT RONNIE MUNGLE 415-382-2149 rE 9/2512008 CRAIG STAGER 415.382-2181 r: 9/25J2008 Tmrc KEVIN ROSALES 53-693.2000 TE 925/2008 PERMIT SUBMITTAL $-1 2 1_ �0 • D 41 C 5 GARY STEELE 5.898 KW (40) SHARP NT -175U1 MODULES (1) SMA SB 6000US INVERTER (40) X (154.4W CEC) X (95.5 % EFF.CEC) = 5898.08W AC . EQUIPMENT DATA 4.95 1 A SHARP NT -1751.11 MODULES 1.24 OAR MAXIMUM POWER: 175 W CEC RATING 154.4 W MAX POWER VOLTAGE: 35.4 V OPEN CIRCUIT VOLTAGE: 44.4 V MAX POWER CURRENT: 4.95 A SHORT CIRCUIT CURRENT: 5.4 A TOTAL # OF MODULESl 40 SMA SB 6000US INVERTER PROJECT NO: 2684 MAX DC INPUT: 7500V MAX INPUT CURRENT: 25 A MAX AC OUTPUT CURRENT: 25 A PEAK EFFICIENCY: 95% CEC EFFICIENCY: 95.5 % STRING TOTAL: MODULES PER STRING: 10 TOTAL OPEN CIRCUIT VOLTAGE: 444.00 V TOTAL MAX POWER VOLTAGE: 354.00 V TOTAL SHORT CIRCUIT CURRENT: 5.4 A TOTAL MAX POWER CURRENT: 4:95 A PHOTOVOLTAIC POWER SOURCE 1. OPERATING CURRENT= 4.95 A 2. OPERATION VOLTAGE= 354.00 V 3. MAXIMUM SYSTEM VOLTAGE= 501.72 V 4. SHORT CURCUIT CURRENT = 5.4 A • PHOTOVOLTAIC POWER SOURCE TO BE NOTED AT DISCONNECTING MEANS PER NEC 690.53 MAXIMUM SYSTEM VOLTAGE ARRAY 1 (OPEN CURCUIT VOLTAGE)(STRING TOTAL)(TEMP CORRECTION)= 501.72 V TEMP CORRECTION FACTOR 1.13 4 (10) NT -175U1 PV MODULES (IN SERIES) (10) NT -175U1 PV MODULES (IN SERIES) (10) NT -175U1 PV MODULES (IN SERIES) (10) NT-175UI PV MODULES (IN SERIES) (1) #12 GROUND COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 1 10 REQUIREMENTS FOR ELECTRICAL EQUIPMENT INSTALLATIONS (8) #10 USE-21RHW-2 COPPER IN FREE AIR DC DISCONEECT ' 10 AMP AND PV ARRAY 1 p COMBINER BOX e -N SMA 1oAMPp COMBI SWITCH "'-\--p NEMA311 10AMP INPUT: 4 FUSED CIRCUITS 600V RATED MOUNTED ON B -LINE STRUT UNDER NORTH SIDE OF ARRAY .DC VOLTAGE DROP: MAX POWER CURRENT (lop): 4.95 1 A O/Idt: 1.24 OAR DC RUN DISTANCE: 30 R VOLTAGE: 354'00 V VOLTAGE DROP= (Iopx2xD/1D00ftAdt)FQ dt) 0.37 V %Vd=(Vd/Vnom)100 0.1 % LABEL, CIRCUIT BREAKER(S), DISCONNECT(S), FUSE(S),SWITCH(ES) AND THEIR' ACCESSORIES, TO IDENTIFY THEIR LOCATION AND OR EQUIPMENT (METER' 200AMP MAIN BREAKER UUMPLY WITH CALIFORNIA 10 24OV- ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SO 2 PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKER(S), �DISCONNECT(S), FUSE(S),SWITCH (ES) AND THEIR ACCESSORIES AS LREQUIRED AND DEFINED IN CALIFORNIA ELECTRICAL CODE COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 250 REQUIREMENTS FOR GROUNDING AND BONDING (2) #6 THWN-2 COPPER #10 THWN-2 COPPER GROUND EMT MOUNTED ON B -LINE STRUT UNDER NORTH SIDE OF ARRAY (3) #8 THWN-2 COPPER - (1) #8 THWN-2 COPPER GROUND 1" SCH 80 UNDERGROUND, 18" TO TOP OF CONDUIT DISTANCE: - 75 FT. SMASB 6000US INVERTER AC MAX OUTPUT CURRENT: F 25 RATED AMPS: 25A X 1.25 = 1 31.25 A/C VOLTAGE DROP: OUTPUT CURRENT: 25.00A - ' CLkfL - 0.78 O/kft - A/C RUN DISTANCE: 75 ft VOLTAGE: 240 V VOLTAGE DROP=(Iopx2xD/1000R/kfi)(n/kft) 2.92 V - %Vd=(VdNnom)100 1.22 SMA SB 6000US 6.0KW INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCONNECTS D C DERATED WIRE AMPACITY = (AMPACITY)(TEMP. DERATE)(CONDUIT FILL) DERATED WIRE AMPACITY (#8 THWN-2, 45° C)= 55(.87)(1.0) = 47.85 AMPS L; { M AC DISC CUTLER HAMMER (3) #8 THWN-2 COPPER NON -FUSIBLE LOCKABLE A IRUCT► LA R P H OTO V O LTA I C SYSTEMS :^ 1 40 MP 2 -POLE' 200AMP ENCLOSURE 1 1 #8 1 HWN-2 COPPER GROUND EMT - 60A MOUNTED OUTSIDE 2 POLE 240V SOUTHEAST CORNER DG 322URB OF HOUSE BY METER" AND MAIN PANEL A SPG SOLAR 20LEVERONICOURT NOVATO, CA 94949 CALIC.3.76576 IC. #7 657 REVISIONS GARY STEELE 4242 MUNJAR ROAD CHICO CA,94973 I I SINGLE LINE _ „�,,,,�,.�.,,,,, E���Ar���„� ,,,,,�.�,� weus�eo. nFmmu¢u. caAEn asuosEo. a+us�u.wwnaewwoun, wa"w nwwsE "MOR XE�9M4° F PE°°O"OLs�"�'�"NEpF50"O �` E DATE DESCRIPTION BY CK'D PP/ TES 9/9/2008 DESIGNElb RONNIE MUNGLE 415.382-2149ETE' PROJECT NO: 2684 CRAIG STAGER 415382-2181, NANAC�Jib s/snoae4, PERMIT SUBMITTAL E-� C Cam m 20 8 CAD DWG FILE. 0000-E-1 swcLE uNE.DwG KEVIN ROSALES 530-693-z000 srs/ o 5' _ ... 4 5 2 ` 1 Owner: BP# DQ' --1 � is -ALPN: c>,i-;,- 2, ->c> - FILE 6 I 4 GARY STEELE D 5.90KW - - (40) SHARP NT -175U1 MODULES (1) SMA SB 6000US INVERTER (40)X(154.4W CEC)X(95.5% EFF CEC)=5898.08W AC SHARP NT -17501 MODULES: MAX POWER: 175 W CEC RATING: 154.4 W MAX POWER VOLTAGE: 35.4 V OPEN CIRCUIT VOLTAGE: 44.4 V MAX POWER CURRENT: 4.95 AMPS C SHORT CIRCUIT CURRENT: 5.4 AMPS TOTAL NUMBER OF MODULES: 40 SMA SB 6000US INVERTER: MAX DC INPUT: 600 V MAX INPUT CURRENT: 25 AMPS MAX AC OUTPUT CURRENT: 25 AMPS PEAK EFFICIENCY: 97 % CEC EFFICIENCY: 95.5 % STRING TOTAL: MODULES PER STRING: 10 TOTAL OPEN CIRCUIT VOLTAGE: 444.00 V TOTAL MAX POWER VOLTAGE: 354.00 V B TOTAL SHORT CIRCUIT CURRENT:5.4 AMPS TOTAL MAX POWER CURRENT:4.95 AMPS DC PHOTOVOLTAIC POWER SOURCE: OPERATING CURRENT: 19.80 AMPS OPERATING VOLTAGE: 354.00 V MAX SYSTEM VOLTAGE: 501.72 V -SHORT CIRCUIT CURRENT: 21.60 AMPS MAXIMUM SYSTEM VOLTAGE: A TEMP CORRECTION FACTOR:1.13 • MAX SYSTEM VOLTAGE:501.72 V (OPEN CIRCUM VOLTAGE)(STRING TOTALXMMP CORRECTION FACTOR) BUTTE COUNTY DEC 19 2008 DEVELOPMENT SERVICES (10) NT -175U1 PV MODULES (IN SERIES) (10) NT -17501 PV MODULES (IN SERIES) (10) NT -175U1 PV MODULES (IN SERIES) (10) NT -175U1 PV MODULES (IN SERIES) METER 200AM P MAIN BREAKER 10 240V 40AMF 2 -POU 200AMP ENCLOSURE (1) #12 GROUND i (8) #10 USE-2/RHW-2 COPPER IN FREE AIR DC DISC SQUARED FUSIBLE (8) #10.THWN-2 COPPER LOCKABLE (1) #10 COPPER GROUND " EMT ° 10 y. _ 30A_ �p NEMA3R ....'..._`.". , " �... 10 AMP 3 POLE 600V H361 RB DC DISC p SQUARE D e-\_, FUSIBLE '10AMP LOCKABLE 30A NEMA3R 3 POLE 600V H361 RB MOUNTED ON B -LINE SMA SB 6000US 6.OK:W INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCONNECTS GFP MOUNTED ON B -LINE STRUT UNDER NORTH SIDE OF ARRAY STRUT UNDER NORTH SIDE OF ARRAY 1-1 Refer to APPROV DC VOLTAGE DROP: MAX POWER CURRENT (lop): 4.95 AMPS 0/kft: 1.2411/kft DC RUN DISTANCE: 40ft VOLTAGE: 354.00 V VOLTAGE DROP= (Iopx2D/1000ft/kft)(O/kft)= 0.49104V %Vd=(VdNnom)100= 0.14% SMA SB 6000US INVERTER AC MAX OUTPUT CURRENT: 25A RATED AMPS:25A X 1.25 = 31.25A AC VOLTAGE DROP: a for additional notes Cu ndANS information for this Project Owner. S? - RE VISION. 71 RE D N: b `/i - 2 Eao_ 7� 1 Dat- _ L . ..ae.. FILE COP d#r� rr� AC . f'k (3) #6 THWN-2 COPPER (1) #8 THWN-2 COPPER GROUND 1" SCH 80 UNDERGROUND, 18" TO TOP OF CONDUIT �__T DISTANCE: — 135 FT. (3) #6 THWN-2 COPPER ` (1) #8 THWN-2 COPPER GROUND LE n REVISIONS GARY STEELE i DATE DESCRIPTION BY CK'D PP/ 4242 MUNJAR ROAD Vie/De UPDATED DIAL -RAN RCSN - CHICO CA,94973 - SINGLE LINE DESIC�ER' RONNIE MUNGLE 415-382-2146 DATE, 12/19/2009 """AG CRAIG STAGER 415-38.2-2181 DATE, 12/1812008 { { ' - CaNSTRUCTmN, KEVIN ROSALES - 530-693-2000 rE' 12/18/2008 - CONSTRUCTION SET_.,„, - 9 2 1 MEN c I B I SPG SOLAR • ��� a�20LEVERONICOURT - - NO 94949 CA LIC. #759086 415-8 41583-7-7 65757 r.usmvanc �"uarc - - - cassc,mwTMsauwro uo urvo•rr. ossc"o•ru". u�oanmi wuuunw corrt.�¢ormrs� UE CC�.V9 P"pi10E(MYl11p ME ECCLU51�4 iPOnE"IYR Sv0 SOwt NC. uO9uLL NDi BE nsuvEn.u�w,mucor.cw�n.csaog,.a,,,�o.ww�naE,nwru,,.Fa,,,n,,,.ang sc.•u nwmnsssn�o. PROJECT NO: 2684 CAD DWG FILE: 0000-E-1 SINGLE LINE.DWG (1) #12 GROUND i (8) #10 USE-2/RHW-2 COPPER IN FREE AIR DC DISC SQUARED FUSIBLE (8) #10.THWN-2 COPPER LOCKABLE (1) #10 COPPER GROUND " EMT ° 10 y. _ 30A_ �p NEMA3R ....'..._`.". , " �... 10 AMP 3 POLE 600V H361 RB DC DISC p SQUARE D e-\_, FUSIBLE '10AMP LOCKABLE 30A NEMA3R 3 POLE 600V H361 RB MOUNTED ON B -LINE SMA SB 6000US 6.OK:W INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCONNECTS GFP MOUNTED ON B -LINE STRUT UNDER NORTH SIDE OF ARRAY STRUT UNDER NORTH SIDE OF ARRAY 1-1 Refer to APPROV DC VOLTAGE DROP: MAX POWER CURRENT (lop): 4.95 AMPS 0/kft: 1.2411/kft DC RUN DISTANCE: 40ft VOLTAGE: 354.00 V VOLTAGE DROP= (Iopx2D/1000ft/kft)(O/kft)= 0.49104V %Vd=(VdNnom)100= 0.14% SMA SB 6000US INVERTER AC MAX OUTPUT CURRENT: 25A RATED AMPS:25A X 1.25 = 31.25A AC VOLTAGE DROP: a for additional notes Cu ndANS information for this Project Owner. S? - RE VISION. 71 RE D N: b `/i - 2 Eao_ 7� 1 Dat- _ L . ..ae.. FILE COP d#r� rr� AC . f'k (3) #6 THWN-2 COPPER (1) #8 THWN-2 COPPER GROUND 1" SCH 80 UNDERGROUND, 18" TO TOP OF CONDUIT �__T DISTANCE: — 135 FT. (3) #6 THWN-2 COPPER ` (1) #8 THWN-2 COPPER GROUND LE n REVISIONS GARY STEELE i DATE DESCRIPTION BY CK'D PP/ 4242 MUNJAR ROAD Vie/De UPDATED DIAL -RAN RCSN - CHICO CA,94973 - SINGLE LINE DESIC�ER' RONNIE MUNGLE 415-382-2146 DATE, 12/19/2009 """AG CRAIG STAGER 415-38.2-2181 DATE, 12/1812008 { { ' - CaNSTRUCTmN, KEVIN ROSALES - 530-693-2000 rE' 12/18/2008 - CONSTRUCTION SET_.,„, - 9 2 1 MEN c I B I FOLE COPY OWNER STu,L4, APNOY7 -7.00 -OW& BP# ocle?o NOTES • ;r 'RESIDENTIAL 047-200-086 4-1344 PERMIT NO. - .STEEL•E, GARY--- ------ -- 4242 -4242 MUNJAR RD., CHICO CONT: DARREL PARSLEY } CONVERT GARAGE TO LIVING SPECIAL CONDITIONS CHECKED . BY —_ SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS _ VERIFY _ USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER _ JOB FINALED (Date Signature L V= OK 0 = Not OK - = Not Applicable *,= Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /'L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line FINAL (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged •- Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 11. Cert. of Occupancy Health Department Approval 12. Permanent Foundation Only; License Decal + Plumb.; Cir. Test -Water Supply Test 11. „ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready PLUMBING (Permit) OK except #'s RESIDENTIAL (%c Date 8. Und or (Plans) OK except #'s 19. D.W.V.; Test Fittings & Anchor -Nail Protection Hing -Setbacks -Easements -Flood -Slope Shower an; Test, First Floor -Tub Access 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 22. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 1. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Equip. Clearances Panels-Motors-Mech. Equip. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 59. 6a. Hold Downs and Special Anchors Brac nor/Exterior Wall Panels 7. Slab, Steel -Wrapped 8. P' -Fireplace Ftg.-Steel �- D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test C 46 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Ht,.; Vent -Access -Combustion Air Baffle 8. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower an; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AkOven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 1. Service -Riser Conductors & Ground Main Disconnect 57. Equip. Clearances Panels-Motors-Mech. Equip. 58. Clothes Closet Light -Shower Light -Spa Light oke Detector Date `b-' L, j -O L 'j)qrd B-1 Date Card B-1 Date Card B- Date Card B-1 Date 1NOHANICAL (Permit) OK except #'s 3 A.C. Ducts Insulation & Support 36. Ve an, Exhaust above insulation 37. ondensate Drain & Overflow, Size & Grade . Fur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet 39 tic Access & Platform if Furnace in Attic Da�7,2 'Ord B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 0. Sits Proper Materials & Anchors 1. Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 Bearing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) . 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rfir. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. 53. Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 1 54. 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brac nor/Exterior Wall Panels _ai OZ T 62. Insulation-Walls-Ceilingsy Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B- Da Card B-1 Date IN Plans K except #'s Ext. s-DoeYl Sidelight Protection -La gs moke Detector OT -Furnace a ea r - In oom Exiting 6 . G.F . B tures & Tei lleeese 6pe le rim & Subpanel, Breaker Sizes & Labels 6111,1flairs & Rails 7. 7 t.&E 7 ranee e tr. Htr.; Vents -Clearance -Co O'Air Connector- . in r orXg-e; Above Floor-Mech. Protection Plb., Ele Mech. Equip. Listed for Location nsulation- Foam- Looked in Attic ons rue i OR er ror Wall, �'ccennerM, ec. rim, G.F.I. Receptacle -Underground n ' n Throughout House 09"Glass-frir-otection Se"C-Orrections from Previous Inspections as- ectnc 9 Ener ompliance Certificate -Other Certificates ddress Posted Dat5!- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER 13 4414 PERMIT NO. A routine inspect' n indicates that the following violations of butte county Ordinances exist at the X above address nd should be corrected. Please notice this office when correction of work is completed. 1 ou have any questions pertaining to this matter, or need additional explanation, please coiAct th' office immediately. �0 TJZ I -_ IF 0. Date 1 2 Z O� Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVIS N 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 PERMIT NO. '(Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBiA 047-200-085 ZONING --4 BLL16INGPERMIT OWNER STEEL G= TELEPHONE 8q5 -0q5 SO. FT. OCC. BUILDING VALUATION 6 U-R 139840.00 . OWNERS MAILING ADDRESS 424295273 est CONTRACTOR'S NAME DANIEL PAd?SLEY TELEPHONE - CONTRACTORS MAILING ADDRESS 6280 BE'•r. Ta CHITC0,0,597-3 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $14 840.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 162.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 105.30 BUILDINGADDRESS n 4242 P1iUNJAR ..D. CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBWASION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 31 7.00 21.00 USEOFSTRUCTURE SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY__ Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 15-00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe work: CONVERT Gf:RACE TO LIVING, RELOCATE CAS i17l.TEE'. HEATER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w 920.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 800VOR LE Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of. perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1K 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo ith comply with those p ovisions. X Date .S" Z8- 6 nature of Alicant - ❑ Owner [3Contractor ❑ Agent An OSHA . I required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO tOooA 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( a ncC. BLDs. 3.5tt ' 94-20 N"ONRESIOT MULTI -OUTLET 97,50 OWER OCIR. APUTLETPARATUS 8 OUTLET OR FIXTURES Ex. Occup. BAS o I:w Ex. Occup. ou�T�iAPP Ao .OR...) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 44- 90 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling -19-00 Hood 6.50 Ventilation PERMIT FE I= $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. PE TOT L FE $ D F IMP CDF AliCE D ISSUE This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have By PERMIT EXPIRES -7115J applicable provisions to do work been paid. Date O Z 0 ReceiptNo. )3623 00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT X �a ♦ w ` � yPo COUNTYOF BUTTE -DEPARTMENT OF DtVELOMENT SERVICES -BUILDING �D VISION 7 County Center Drive, Oroville, CA 95965 .Phone (530)538-7541 Fax (530)53 140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMB O / ea- O �� 3&7 Proposed Building Use: C' `y• l V� Counter Technician: Date: C v v,;�1 Items required in order to appy fora permit. All boxes MUST be checked OR marked NA in order to a ply. plans, 3 or 4 sets, signed by the preparer of the plans.' P mplete plans, 3 or 4 sets, signed by the preparer of the plans. 1 ered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ered truss details and layouts in duplicate. No faxes! compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate.1160'.0 T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed indexed and'returned to the plan review line-up when required items are received. Date Received ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................. ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10; Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other The permit will be By Remaining items needed4o issue the permit. (May require additional plan review upon receipt of the following items.) i4 14. Fe s as shown on the attached Schedule of Fees Due Sheet ....................................... % , 15. 0� 15 ement of Intent for Non -heated and A/C Buildings ..................................... .. 6. Sanitation and plot plan approval from the Environmental Health Department inr% ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 0 19. Planning approval for (A) Use: D 1< B)Parking: (C) Parcel Check: L — 3 - 42. ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... `0 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... 7 Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance..................:............................................ ❑ 29. Existing violations and/or expired permits... ...... ermits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts,,E] Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: t When issued Telephone __ and hold for pickup. I have been inform d f the above items and equirements for obtaining a building permit. Applicant: , Date: Z 0 Z-- a 1:.Index permit application for the alJVve i ms numbered: Plan Check Letter 2. Additional items required v_ Contractor, designer, owner, was adv'iVNf the above data by ❑ phone, ❑ mail, ❑ counter, by _ Contractor, designer, owner, was advised of the ab ve data by ❑ phone, ❑ mail, ❑ count�,r, by Plans reviewed by: I �J Date: p L Plans approved by: (- Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Building Division Date: _Date: Date: All- 7 o Date: TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. use ONLY Fiat Pian Attashad Ficav Sian Atassle dl,�� Sent to ®.D. Slee% �Z4-Z /Li�.•r�,G..� S''7-ZDa-o�� Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well X Clearance for—dwellh44j: Other Awag= Go ilrotr;e Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 5--�-oZ Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ n2. vised Plan Checking Fee ........... .$ HOOL DISTRICT FEES l �•� d at District Office) (Available after Plan Check) fft�,ve-,- L, 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ x = $ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE 9-Z C RECEIPT # DATE REC. i . 1S, o.2- At .z At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees maybe changed d ' the 2 plan checking process. ArrLICANT �a—DATE 2? a Z Pursuant to Government Code Section 66020, you are hereby notified that. items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) �•.- •r.! .r-•vi+.Y�n1•..m^:-.�.�...M'y,3+1.-..,h,.y��:rr>.}.v-<r-v.-r.-....r. i-. _ 4 �.'Yir..iA•:: �.,y..�.�:.+-.rr... •y.�; . ..•.{.:-,Y.,--+•L,,}c...,i; • .- .. . •, -,- ,- BUTTE COUNTY SCHOOLS IMPACTiFEE,,CERTIFICATION FORM f '� 4 t (One form per, Building) ,K n 11 k l h l School District i � p � I Building Department No. 0 A.P. Number. �[�'%� � 00,-- �,.a �. Jurisdiction: Citi, County ' Property Owner �!. r. C 'G ! r 1 Property Location/Address ;1• y n P rtY \ L'� Z ti Z M u1 Al �� �. r K dC li � RI C � ��/ 5 c% 1 3 ✓ Subdivision Lot No. - :......................................................................:.................................. t Residential Development� ,. "• Sq. Footage,Z.. r No of Living Mobile Home Addition 'Supplemental to r (Grou • h : P R) Units Installation Conversion Permit # _ . '(No foundation inspection); ...................................... Commercial/Industrialt , r f Footage t .New Addition.z.,e•,{,;...�;.� �.,1� Sq. Foo I '"• °�r e T.1 1 ilncluding Ekterior Roofed Areas)l 2— Building Building Department Represen tive . Date (Floor Plans reviewed by School District Personnel) { t District Identification No". ` School Districtfies that i (Applicant) (Street Address) (Phone Number) MW (City)1/ I IStatel (Zip Code) _ 1` has complied with the requirements of Resolution No. ' by payment of $ q/f representingsquare feet. AB 2926 .5 FULL MITIGATION is % i• l,:z rN l V ' School District'RepresentaUve ' f / { x Date 1 v - l , Paid by Check # Remarks: ML Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit I, you from challenging the imposition of the fees in any court action. v If, subsequent to the School District Representative sighing this Butte County Schools Impact Fee Certification Form, the School District is , 1 notified b the applicable Local Planning A enc 'that this project is being under the California Environmental Quality Act ICEQA), , Y PP 9 9 Y• P 1� 9 Y this project may be subject to additional school fees'to fully mitigate its Impact on the school district's schools.. White (applicant), Yellow,(building department), Pink (school district) feeformAs 110/981dmm r , I , May 28, 2002 To Whom it Concerns: I am submitting an application to remodel our home. After talking with our contractor and lender we estimate the cost to be between $18,000.00 and $20,000.00 (approx. '$28-$30 per square foot). Our proposed remodel will add 640 square feet of living space. Thank You, Gary Steele Owner 530-895-0955 Y May 28, 2002 To Whom it Concerns: I am submitting an application to remodel our home. After talking with our contractor and lender we estimate the cost to be between $18,000.00 and $20,000.00 (approx. '$28-$30 per square foot). Our proposed remodel will add 640 square feet of living space. Thank You, Gary Steele Owner 530-895-0955 0 4 r 6 SOB y.h-0 `y?�/%Il�r t%j/,��' a* % l `-) SHEET NO. Qp l OF CALCULATED BY / `0" ` r DATE CHECKED BY DATE Brei c PLANNING DIVISION- BUILDING PLAN APPROVAL Use: .o �,2 Date: 6 3 — ®2 Parking: Landscaping: Other, Signature:-� 660' PL r --------------------------- i I ALLSThUCTURES AND EQUIPMENT INCLUDING i OVERH4N(3S SHALL BECLEAR OF ALLEASEMENTS. i SET CK OF�� FT. FROM THE SIDE AND aS ir� . FROM THE REAR PROPERTY LINES AND . FROM THE ROAD CENTERLINE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT ,�OR.A FT. EAVE OVERHANG. i I O 0 400 j �I PROPOSED 2 BEDROOM NESOENCE M WAN 5 (lel) ffNEEN HOUSE & SERC TANK W 1000 CAL SEPTIC. I Lmoffw I FUUMMEM I I NOTE: See the attached Residential Construction Requirements i 0 CV M Pages 7300' TO MERIDIAN RD MUNJAK KU 50' ROAD AS PER DEEDS ZONE " A-40 APN 47-20-O67o 2- - i-bgq com CITP- �p p1 n T pi AhflllnJMP-nIV:nAffftmi SCALE= 1° = 100" APPROVED COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: STEELE Run: 181 22 -May -02 Project Address: MUNJAR RD STEEL CHICO Buildin6 Title: STEELE Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.4 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 18.57 Space Cooling 9.95 Water Heating 11.09 Total Wall 39.61 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: "Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 2570 24158 OPAQUE SURFACES Surface Area Type ---------- (ft2) ------ Zone = HOUSE Door 18.1 Wall 506.9 Wall 284.0 " Wall 484.8 Wall 261.9 Proposed Design --------------- 14.53 12.54 10.08 -------- Complies 37.15 Yes 2570 ft2 9'5" ft -in SFD Single Family Detached 195 deg (South) 10.6% 0.48 0.68 1.00 1 'I' BUM CWNTY Slab on grade 1 -r- 24158 f t 3 BUILDING DEPAR1�1lE{I' APP tw1h 0VEQ Vent Thermostat Height Type Type (ft) ------------- ------------ ------ Conditioned CEC Standard 21011 U- Insl Total Tru Slr Construction factor Rval Rval Azm Tlt Gns Type Location/Comments ------ ---- ----- --- --- --- ------------ ------------------- 0.330 0 3 285 90 Yes 2868MTL Outside 0.065 19 15 195 90 Yes W19.2x6.16 Outside 0.065 19 15 105 90 Yes W19.2x6.16 Outside 0.065 19 15 15 90 Yes W19.2x6.16 Outside 0.065 19 15 285 90 Yes W19.2x6.16. Outside / . COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: STEELE Run: 181 22 -May -02 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Fenestration Type ---------- (ft2) ------ factor ------ Rval ---- Rval ----- Azm Tlt --- --- Gns --- Type ------------ Location/Comments Ceiling 1850.0 0.024 38 42 -- 0 Yes R38.2x4.24 ------------------- Attic / FTAT Ceiling 764.0 0.031 30 32 -- 0 Yes R30.2x4.24 Attic / VAULT Floor 2570.0 -- 0 -- -- 180 No Slab140C Grade PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- Zone = HOUSE Exposed 228'0" 0.756 0 FENESTRATION SURFACES Insul Depth (in) Location/Comments ------ ---------------------------------- 16 Outside OVERHANGS Fenestration -------------------------- Length Height Left Right Name Width Height 'H' 'V' Extension Extension ------------ ------ ------ ------ --------- --------- --------- None Exterior Shade Fenestration Area Tru ----------------- Name -------------- Type ------ (ft2) ----- U -factor --------- Azm --- Tilt ---- Type ---------- SHGC ------ Zone = HOUSE FRTG1 Window 10.5 0.48 195 90 BugScrn 0.76 FRTG2 Window 7.0 0.48 195 90 BugScrn 0.76 FRTG3 Window 10.5 0.48 195 90 BugScrn 0.76 FRTG4 Window 7.0 0.48 195 90 BugScrn 0.76 FRTG5 Window 20.1 0.47 195 90 BugScrn 0.66 FRTG6 Window 15.0 0.48 195 90 BugScrn 0.76 FRTG7 Window 15.0 0.48 195 90 BugScrn 0.76 RIGHTGI Window 12.0 0.48 105 90 BugScrn 0.76 RIGHTG2 Window 12.0 0.48 105 90 BugScrn 0.76 RGTG3 Window 12.0 0.48 105 90 BugScrn 0.76 BACKGI Window 12.0 0.48 15 90 BugScrn 0.76 BACKG2 Window 15.0 0.48 15 90 BugScrn 0.76 BACKG3 Window 12.0 0.48 15 90 BugScrn 0.76 BACKG4 Window 12.0 0.48 15 90 BugScrn 0.76 BACKG5 Window 20.1 0.48 15 90 BugScrn 0.76 BACKG6 Window 20.1 0.48 15 90 BugScrn 0.76 BACKG7 Window 20.0 0.48 15 90 BugScrn 0.76 LEFTGI Window 20.0 0.48 285 90 BugScrn 0.76 LEFTG2 Window 20.0 0.48 285 90 BugScrn 0.76 OVERHANGS Fenestration -------------------------- Length Height Left Right Name Width Height 'H' 'V' Extension Extension ------------ ------ ------ ------ --------- --------- --------- None j COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: STEELE Run: 181 22 -May -02 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FINS Left Fin Right Fin Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height 'V' fenes Depth Height 'V' fenes ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- - None HVAC SYSTEMS Refrigerant Minimum Charge and Equipment Duct Location System Name System Type Airflow TXV Efficiency and R-value ------------------------------------------------------------------------ Zone = HOUSE GasFurn.80 Furnace N/A 0.80 AFUE Attic R-4.2 ACsplit10 Air cond. - central split No 10.00 SEER Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM -------------------------------------------------------------- CEC 1.00%R4.2 694 No n/a 1799 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type =----------- Heater Name Heater Type Htrs Factor (gal) -------- Standard—Gas Standard ------------ StandardGas ----------------- Storage gas _ ---- 1 ------ 0.53 ------ 50 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: STEELE Run: 181 22 -May -02 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------ ------------- ---------- ------------- Standard Gas -- No No SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES 1. ADDITION Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. modeled as part of an existing plus addition analysis. VOTE:14ater heater wrap is required CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title:" STEELE Run: 181 22 -May -02 Project Address: MUNJAR RD STEEL CHICO Building Title: STEELE Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.4 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 2570 ft2 Average Ceiling Height: 9'5" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 195 deg (South) Glazing Area, % of Floor Area: 10.6% Average Fenestration U-Value:0.48 Assembly Average Fenestration SHGC: 0.67 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti ----------- -------------------------------- ------------------------- Slab 2570 Yes Grade / . J FENESTRATION Type/Orientation Window South Window South Window East Window North Window West Area Fenestration Fenestration (ft2) Cavity Sheathing ----- ------------ 65.0 ------------ 0.48 0.70 20.1 Component Insul Insul Total Assembly 111.2 0.48 Type --------------- R -value -------- R -value R -value U -value Location/Comments Door 0 -------- -- -------- 3.03 -------- 0.330 ----------------------- Outside Wall 19 0 15.38 .0.065 Outside Wall 19 0 15:38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Ceiling 38 0 41.67 0.024 Attic / FTAT Ceiling 30 0 32.26 0.031 Attic / VAULT Floor 0 0 3.38 0.295 Grade Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti ----------- -------------------------------- ------------------------- Slab 2570 Yes Grade / . J FENESTRATION Type/Orientation Window South Window South Window East Window North Window West Area Fenestration Fenestration (ft2) U -factor SHGC ----- ------------ 65.0 ------------ 0.48 0.70 20.1 0.47 0.77 36.0 0.48 0.70 111.2 0.48 0.70 40.0 0.48 0.70 Exterior Overhang Shading and Fins BugScrn None BugScrn None BugScrn None BugScrn None BugScrn None CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: STEELE Run: 181 22 -May -02 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- THERMAL MASS Area Thick Type Cover (ft2) (in) Location/Comments ----------------------- ----- ----- --------------------------------------- None HVAC SYSTEMS Type Efficiency -------------------------- ---------- Furnace 0.80 AFUE Air cond. - central split 10.00 SEER HVAC DISTRIBUTION EFFICIENCY DETAILS Refrigerant Charge and Airflow TXV N/A No Distribution System Location and R -value Attic R-4.2 Attic R-4.2 Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM -------------------------------------------------------------- CEC 100%R4.2 694 No n/a 1799 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.53 ------ 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------ ------------- ---------- ------------- Standard Gas -- No No SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------ ------ ------ StandardGas 76% -- 36.00 - -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- STEELE Run: 181 22 -May -02 SPECIAL FEATURES, REMARKS, AND NOTES 1. ADDITION 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. modeled as part of an existing plus addition analysis. NOTE:_ -Water heater wrap -is required COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been -signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER OWNER EVERGREEN DEVELOPMENT 2530 Zanella Wy. CHICO, CA., 95928 895-0955 Cert fication #: q__z: z -moi Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON EVERGREEN DEVELOPMENT 2530 Suite B ZANELLA WY CHICO, CA., 95928 530-894-5590 / 2 Signed Date MANDATORY MEASURES CBECKLIST: RESIDENTIAL MF -1 R Page I document /author: Evergreen Development 5 3 0-894-5 590. Climate Zone I I Note: Low rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance 'requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be cc;nsidered by all parties as minimum component performance specifications. for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Designer *150(x): Minimum R-19 ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R -Value. X *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to .exterior mass walls). X -150(d): Minimum R-13 raised floor insulation in framed floors N/A 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. X 118: Insulation specified or installed meets CEC quality X standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditionedspaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified .polar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. X 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.' N/A 150(f): Special infiltration barrier installed to comply with L Sec..151 meets Commission quality standards. N/A 1 SO(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory-built'f1 replaces have: a: Closeable metal or glass door ' b. outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A 8 Enforcement ................... _ , MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF=1R Page 2 Document Author: Evergreen Development 530-894-5590. Climate Zone I I SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Designer Enforcement 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X, 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(i): Setback thermostat on all applicable heati'ng.and/or cooling systems. X 1500): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2.1 First 5 feet of pipes closest to water heater tank, nonrecirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or. R-16 combined internal/external insulation. - 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping: insulated between heating source and indirect hot water tank. X *150(m): Ducts and Fans 1. All ducts and plenums. constructed, installed, insulated, fastened, and sealed to complj�-with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed"R-4.2 or ducts enclosed.entirely within conditioned space. Openings., shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, ,i• UL181A, or UL181 B and other applicable, specified tests for longevity given in Sec. 150(m). 2. Exhaust fan. systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. X 114: Pool and Spa Heating Systems and Equipment 1 System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlbts and a circulation pump time -switch. N/A 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non-elecfrical cooking appliances with pilot < 150 Btu/hr). X MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -IR Page 3 Document Author: Evergreen Development 530-894-5590. Climate Zone I I LIGHTING MEASURES Designer Enforcement 150(k)1: Luminaires for general lighting in kitchens shall' r have -lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. X 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater -switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. X K ' Y �QA LONGFELLow. LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112.* FAX (530) 893-0140 89 Loren Avenue Chico;- CA 95928-7434 ICustomer: Address: AP#: IV1 MN HA2 A.md-�> r f�A /,T 9-2 4 m C s Job No: �o•� r�'o -ro I/��t�. Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 ICBO-ES Report 5352 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 i r i (PARMUJ- DARROL PARSLEY- PDC 122968--T2 36' COMN ) In REPAIR FOR NEN BOTTOM CHORD PROFILE. o 0 N REPAIR PROCEDURE o------------------------------ > SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. > ADD PRE -PLATED TRUSS SECTION AS SPECIFIED. > REMOVE SHORING. (T -S -)PRE -PLATED TRUSS SECTION (REFER -TO-SOLID LINES) CAT.TACH TRUSS SECTION TO ONE FACE WITH 10d (0.148"X3.00"). o CN IAIA LS -SPACED AT 4" O.C. THROUGHOUT EACH MEMBER. CIRCLED NUMBERS REPRESENT. THE MINIMUM NUMBER OF NAILS REQUIRED (� `IN -THE INDICATED AREA. 0 TRUSS SECTION LUMBER ------------------------------------------- TOP CHORD 2x6 OF -L #2 BOT CHORD 2x4 DF -L #1 :82 2x4 DF -L nl&Det.: 2fi W6X6 WEBS 2x4 DF -L Standard IJ3X4 \ �� 7 i 5 41111W r IJ2 =V 0 04 N 11 .i 0 3-0-0 3J THIS DWG PREPARED FROM COMPUTER IMPUF (LOADS A DIMENSIONS) S11111•IITTE0 BY TRUSS MFR. (A CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. , EDGE DISTANCE, END DISTANCE AND SPACING FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. NOTE: SEE DRAWING CAUSR427 98056062 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. W3X8 (TS) W5X6 - W1. 5X4 2 J 2 W6X6= W4 X4 -, 5 2 12Ep��2 �taA(ME W5X8(F1) 6-8-2-- - 10-0-0 18-0-0 M-11 1, 16-6-89-6-0 9-11-8 4 36'-0-0 Over 2 Supports - R=1623 W=5.5" ( "ib, W=§.--- ��}jq PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC CA - 1 R F Scale =.1875" Ft. —TRUSSES Longrellow Lumber 89 Loren Avenue, CIDCO CA 95928 •_WARll'NG REQUIRE EXTREME CARE IN FABRICATION. HAROL I NG, SH I PP I LIG,STALLING AND BRACING. REFER TO HIB -9) (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI IN(TRUSS PLATE IUSTITUTE, 503 D'OHOFRIO DR.. SUITE 200. MADISON. Wl 53719). FOR SAFETY PRACTICES PRIOR TO Q%—pw L. •7 TC LL 16.0 PSF REF R427--95331 F PERFORMING THESE UNCTIORS. UIILESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOT 7OH �'9 TC OL 15 PSF DATE 01121102 CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTAIIT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. •PRODUCTS, r 2 .0 ALPINE ERGIUEEREO INC, SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILBAACfIIGHOFTTRUSSESIII COT UCE it o.B BC OL 7.O PSF DRIJ CAUSRAZI OZOZ1O03 ALPINE IfSHA DES1GillIC011FORHSTH TPI: OWITH AAPPLICABLE PROVI511011SSOFP�OSG(t1A710NALI0ESIGUG D SPECIFICATION 2002 BC LL D. D PSF CA ENG PBC/GIJH PUBLISHED BY THE AMEA ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RADE OF 20GA ASTH A653 GRAD Jan 21 2002 AlpincEllgillccredPraJLlc[s, Inc. Sacramento, CA 95828 GAIY. STEEL, EXCEPT AS NOTED, APPLY COtl llE[70RS TO F T EACH FACE OF TRUSS. AND UIILESS OTHERWISE LOCATED Oil THIS DESIGN, POSITIOU CONNECTORS PER DRAWIHGS 160 A SOLELY FOR THE TRUSS S DRAWING DRANIIIGS 160 A•1. THE SEAL 011 THIS COMPONENT DESIGN SH ACCEPTANCE SOF UITABILITY Alto DESIGN ES AC, THE SUITABILITY ALIO USE OF 7!115 USE Of C011POIIEI1T FOR ARY PARTICULAR RUI1DING IS THE RESPONSIBILITY. OF THE BUILDING DESIGNER, PER AN.MIPl 11995 SECT I"" 2. # # .R v� CIVIC �P ���F CALIFS TOT. LD. DUR . FAC . SPACING 38.0 1.25 24.0' PSF SE0N - 23782 FROM MD (P.ARNUJ- DARROL PARSLEY - PBC / 18804--T3 36' COMN ) REPAIR FOR NEW BOTTOM CHORD PROFILE. REPAIR PROCEDURE --------------------------------------------------- >"SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. > ADD PRE -PLATED TRUSS SECTION AS SPECIFIED. > REMOVE SHORING. (TS)PRE- PLATED TRUSS SECTION (REFER TO SOLID LINES) -') ATTACH TRUSS SECTION TO ONE FACE WITH 10d (0.148"X3.00") NAILS SPACED AT 4" O.C. THROUGHOUT EACH MEMBER. CIRCLED CNUMBERS REPRESENT THE MINIMUM NUMBER OF NAILS REOUIRED'� IN_THE INDICATED AREA. TRUSS SECTION LUMBER ------------------------------- TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2X4 DF -L STANDARD 2-2 _ 3 j 115X6 412X4 IJ3X4= THIS DI•IG PREPARED FROM COMPUTER INPUT (LUADS R DIMENSIONS) SUBMITTED BY TRUSS I•IFR. EDGE DISTANCE, END DISTANCE AND SPACING FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. NOTE: SEE DRAWING CAUSR427 98056062 FOR LUMBER, PLATES, AND . OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. L 26-8-2 _ 3-0-0 _J 14-0-0 18-0-0 L— 12-6-8 1 9-6-0 9-11-8 - 32 0-O' - Over 2 Supports R=1194 41=5.5" L- - R=1424 W=5.5" T3 T�P�1s2 F21P.�E T_ U U PLT TYP. Nave T1I-95 Design Criteria: TPI STD UBC CA 1 R F Longfellow Lwnber 89 Loren AtoUe, " HARHING•` TRUSSES REOUIRE EXTREME CARE IN FANRICATION. IIA140LI RG. SHIPPIBG, INSTALLING A110 Chico CA 95928 OR ACING. REFER TO 1118-91 (HANDLING INSTALLING AIID BRACING). PUBLISHED BY TPI (TNUSS PLRACTICES PR logATE IIST)7UTE, 503 TO 7OTHERWISE E Zoo, D F ETY P ISON, WI ICHORD PERFORMI(1G DFUNCTIO�NIS. L� W �O y TC LL 16 .0 P S F 7H ISE UNLESS INDICATED. TOP SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, ^ `Y TC CIL 1 5 P S F BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .0 L PgO)UCTTSAI(I11C. SH ALL UR I NOT ORESPOIISIBLETH OFOR ES G1IAll 0 TDE AANTIIE BC DL 7.0 PSF VIATIDNHE BE FRO0ATI17THISTRAC DESIGN: FAENGINEERED BUILD TIIE cc A L P I N E TRUSSES IN CONFORMAIICE u]TH 7P1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND GRACING OF TRUSSES. THIS DESIGN N- 5 B CONFORHS WIT APPLICABLE PROVISIOIIS OF NDS (NATIONAL DES IGH SPECIFICATION B C L L 0.0 P S F PUBLISHED BY THE AMERICA FOREST AND PAPER ASSOCIAT1011) AND TPI. ALP111E CONNECTORS ARE MADE OF Ja 21 2D02 2OGA ASTH A653 GR40 GALV. STEEL, EXCEPT AS VOTED. APPLY CONNECTORS TD EACII F;.[E OF TRUSS. AIID UNLESS .k * T 0 T _LD. 3 8 . 0 P S F Alpine Engineered Produc(s, [llc. Sacramento, CA 95828 OTHERHI SE LOCATED ON THIS DES!G17, pOSIT1011 CONNECTORS PER ORANIIIGS 160 A -Z. TIIE SEAL ON THIS ORANIIIG 11IDICATES ACeEPTAIICE OF PROFESSIONAL ENGINEERIUG RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIIEUT DESIGN SHOW11. TIIE SUITABILITY Alto USE OF TNlS COUPOIIEUT FOR ANY 4�OF D�IR .FAC . 1 . •Z 5 PARTICULAR BUILOIIIG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AIISI/IPI 1-1995 SECTION 2. 4 (./cif-IF��� SPACING 24.0" Scale =.1875"/Ft. REF R427--95331 DATE 01/21/02 DR14 CAUSR427 02021802 CA -ENG PBC/GWH SEAN - 23776 FROM MD . • �tZo�oSE � yl��, JJ w ,ro * ,W r o LN �� :�, (3EA � 3 U-27 It r 3 . i 1-0 it � 3 a�1 � � r N X V G,Ga,d't� p „ t• • MROO(A .O • y�-��� �RTa 3 ID GoM v �J(/ LA u N DRY Room ` Top+fir — 5' - a" - -_ .3.-V n a . . �+F r-.�.t»gip _ n-�•—. --•.- �-. .•.�..�,�.r�•�i�TVyi�+s--�-� r. ..K _� �y �v7 �p�'a. -�-'� -200-086=x 02-3209 -` 047 4 ^'STEELS, GARY ELLEN:.. +, +{4242 MUNJAR RD.; CHICO , '-coT vIC iCLELLAND'AIR ,;� yNEW HVAC , 3 { r . • e. t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P MITg� (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER w t� / ki ZONING BUILDING PERMIT OWNER f _ TELEPHONE VA,TOWNERS SO. FT. OCC. BUILDING VALUATION mtiuNG ADDRESS iA& lW� U Z44!.rLd CO CTO NAME ^ TELEPHONE CO,RACTOWS MAWNG ADDRESS T .,�T CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESSy C (''Tj7 T1 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other l SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition_❑ Remodel ❑, I Ulilities ❑ Installation ❑ OtherY Describe Work: AJ,!tyj PVA L Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,µRO,DT' and my license is in fulILlorce and effect.POWER /` -12 y,s• License Class x � ic. No. i OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200, TO I 46.00 U NEW CONST. DWEWNG OCS. OR,DDNS. ( a Acc. BLDS. SO .50SQ 3.5¢Fr. MULTI -OUTLET @7.50 APPARATUS SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL @ .50 FU(ED APPLRE.NS. OR EX. Occup. OUTLETS 16. EA S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the Performance of the work for which this permit is issued. W I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation carrier and policy number are: Carrier 1�TIA'i"'-e ►"' I tt►! 7J Policy Number �/ " 'Z.�U" '�. U (The above sections nee�ompleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensationT provisions of section 3700 of the Labor Code, I shall forthwith comply w' those,4provisions. z I X /, - _ Date ! / (� _ Signature of Appli '❑ Owner ❑Contractor I Agan An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE / TOTAL FEE $ HAZ.D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit ' ereby issued under the applicable provisions of the Butt County Code and/or` solutions to do work indicated ova for which fees hsV been paid. B� Date / -/ "0 BYA: EXPIRES ON Dale 747775 cc/PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 Z ,IM (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER a- aaa- ZONING BUILDING PERMIT OWNER I _ _ TELEPHONE ' S SO. FT. OCC. BUILDING VALUATION OWNER'S 41UNG ADDRESS a 42 yZ Nati �CO CTOrNAME TELEPHONE CO RACTOR'S IQC4iWG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Oe � Energy Plan Checking Fee PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF YDuplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: h G1A , K V C Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full orce and effect. License Class Lic. No. �'s' I -z ` OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations! ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued. Er I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workerg' compensatio�jpsurance carrier and policy number are: Carrierr LU-{ 7� Policy Number --I I— —/-3V (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compen tion laws of California, and agree that if I should become subject to the worker cornpensatio pr visions of section 3700 of the Labor Code, I shall forth comply wi os provisions. X _ Da 1 Signatu of Appy Owner ❑ Contractor Agen An OSHA permit is required for excavations over 60" de p and demolition or construction of structures over 3 stories in height. Main Service TO 46.00so WEE200A OCU000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLD S. 3.5¢FT. = R.IDT' MULTI.OUTLET @7.50 POWER APPARATUS 8 SINGLE OtlflET CIR. 20 Ex. Occu , OUTLET OR FIXTURES BAL o .50 Ex. Occup. otmEFis RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Ji Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ av .Al. D. FEES IMP I FLOOD I CDF PARCEL PO HD SUE This permit ' ereby issued under of the B County Code and/or indicat ova for which fees B PERMIT EXPIRES ON the applicable provisions solutions to do work been paid. Date Defe Receipt NO. qt7 Cal WHITE-D.D.S.-B.D. CANARY -AS SSO INK -INSPECTOR GOLDENROD -APPLICANT Fa-50-1001ma- A-fain Assessor Name ISTEELE GARY E & E LLE N J Asmt # 047-200-099-000 Fee # 047-200-086-000 Status JACTIVE Status Date 112/29/1997 Addr1 14242 M U NJAR R D . Tax 000 INORMAL OWNERSHIP TRA 062-024 Addr2 I CH I CO CA 95973 Situs 14242 M U NJAR RD CH I CO Addr3j Base D t 9/3/2002 Addr4 Land 18,070 Timber Preserve S truckure 12,344 F AgPres Comments IWAS 047 200 023 8 LM 9Y -GRANT Fixtures 0 j! E kal Creating D oc#1 1997R 49110 D ake 12/29/1997 G raring 0 N otes Current Doc# 19988 06157 D ate 2/19/1998 � 9 ands Total L&I 145x414 0 Killing Doc# D ate Multi Situs Fix. R � FIag1 H PP 0 Asmt D esc 4242 M U NJAR R D S uplCnt F Flagg PP 0 Zoning D well f 0 910 MH Exempt 7,000 Acres/S g Ft 20 � N /C047 � Asmt PP Pen Net 139,414 Tax PP Pen R �C# Appeal Pending T /R D t Split Pending R /C S kat HHY OWN EXP TAX H H N ATT SIT I ,SPR PRL �'� Find - . May 23 03 00:46a F;'rL:OERKE INSULATION CO.,INC�­ 5308918560 p.1 LOERKE INSULATION;CO. -INC. INSULATION CERTIFICATE Lot um r DESCRIPTION OF INSTALLATION 9. ROOF Material Thlckn (inches) 2, CEIUNG Brand Na Th;al Resistance (R Value)._ Batt or Blanket Type Fi�beraisss_Eab_ ___,_ Brand Name Johns rJlanville Thickness (inches)_ _ Thermal Resistance (R -Value) Loose Fill Type _ _ Fiberglass +: Brand Name Johns Manville Contractods min. Installed weightlft sq. 61"5 b, Minimum Thickness f inches. Manufacturers installed weight per square foot to achieve Thermo! Resistance (R Value). s- 3. EXTERIOR WALL Material _F� Rafts Thickne chest 4. D FLOOR MaterialFiharglass Bstts y ihickne inches).____. 5. SLAB FLOOR / PERIMETER Material Thickn Perimeter Insulation Depth (inches} 6. FOUNDATION WALL M Thi aterial s (inches) DECLARATION Brand Name Thermal Res���(fi.Value�,_._ Brand Name _oh Thermal RA nce (R -Value) Brand Name _ Thermal R nce (R -Value)— . ;Bmnd Na al Resistance (R -Valued _ I hereby certify that the above insutation wwa�ss s stailq� in bull rag t e above location in conformance with the current Energ Eihcren Standartts r mot �bulld� s�'i�a 24,Part 6, California Co&. of Regulations) as indLarei� arfificate ocomplranca, v�h®repplicabie. C.L.#499950 _ .' �'LOERKE INSULATION CO., INC. item #3 Ig,_1jW InstaillnLg u cl o,,N r Ganarai entractnr Ma areae Aftmar RESIDENTIAL i 0047-200-023pt PERMIT#98-0242 STEELE, Ellen & Gary I' 4242 Munjar Rd., Chico hPERMIT NO.' Cont: Darrel Parsley New Single Family ¢PERMIT EXPIRES OWNER iICONTR: ` ASSESSOR PARCEL LOCATION t-` F I OFFICE COPY Address' 1 e i � GAS g �E Meter By Date EL` ECTRIC Meter By Date07 Src Temp. Power Pole T OFFICE COPY Called PG! Address Temp. Elec. Se C Called PG8 GAS Meter By ZA ELECTRIC [� (Temp. Gas Sen Meter By Date D 3 Called PG&E JOB FINALED (Date) �-2-` Signature o. ' V=OK !_ 0 = Not Ok ^ Not -Applicable- * -MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH'Support Sketch 3. Sewer, Location -Test -Fall -GO -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp-Concrele 6. Gas; Location -Test -Wrap; / I"L'ft / /Nat. or/ PL"fL/ /LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date* Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-DemancWahe•Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test-FalWlex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 i '.:• ,, a �' = .MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing•ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors ' Shthg.-Rfg.-Bracing • 5. Alum. Awn.; Columns-Connections•Splice-DecahEnclosures 6. Carports; Windows -Doors. 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailinga/eneerShtoco•Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Lendings - 12. Braced Wall. Panels Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a 1. Setbacks -Easements `2' Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI ' 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater `8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pod Lghtq. Boxes-Enclosures-Paneiboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test " 11. Light Niche Date Card B-1 Date Card B-1 Date' Card B-1 Date Card B-1 r 4A , ✓ = OK 0 Not OK Not Applicable * = Not Readv RESIDENTIAL (Si Date �WDERFLOOFI (Plans) OK except #'s I j fl Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /' Ftg. Depth 5. Ste ain;'Steel-BlockoutsANrapped de'Stemwalls, Garage; Steel-Blockouts-Wrapped 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Q A r Card B-1 Date Card B-1 Cate ICard B-1 Date Card B-1 Date a / ELECTRICAL (Permit) OK except #'s Fbdure & Transformer Clearance -Ins. Protection & Switches at Doors 25%Size Boxes & No. of Conductors Stabled lir Romex Installed Close to Edae of Studs & C.J. 7YEquip. Ground made up w/Mech Fastners-Band Gas & Water Appliance Circuts in Kitchen & Conductor Size GFI . Subfeed Wire Size / / ga. Cu or Alire Size / g or AI ange Circ. / / ga Cu n Circ. / / ga Cu or AI Insulated Neutral , n Yes rlAdo 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meeh. Epuip. W"Clothes Closet Light -Shower UghtSpa Light Smoke Detector Date ) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ducts Insulation & Support Ment Fan, Exhaust above insulation 3f. Condensate Drain & Overflow, Size & Grade Fumance Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date i FRAMING (Plans) OK except #'s Proper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing /0raft Stop in Walls (rat proof) 4. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4L±ders & Beams -Size & Bearing ngle & Duplex) Date FRAMING (Continued) 46. ngers-Post Caps -Anchors -Connectors 47,/Cling. Joist-Rftr. Ties-Purlin-roll Brac: Truss-Shting: Rfng. ireplace Ties or Type A Flue -Fireplace Throat clearance i 49e'Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles W. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions ' 51! Garage Fire Protection Framing 52."Propeity Line Firewall & Openings Ext: Doors -One 3 -Check Garage 3rd Story, 2 Exits _6.4.—'3tim: Width Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer X57' Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts iderior /Exterior Wall Panels '91— Insulation -Walls -Ceilings Gp.yr 62. Infiltration -Walls -Windows PJ �L v - Date p Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 17 FINAL (Plans) OK except #'s fact Steps -Door & Sidelight Protection -Landings _,Woke Detector 406. Furnace; Vents -Clearance -Comb, Air-Conector- Above Floor -Ducts -Meth. Protection 67. CI. & Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels irs & Rails E place or Stove, Clearance -Hearth 74' Outlets at Wood Panel, Int. & Ext 7 it Fixt. & Appliance; Ground: Air Gap -Cooking Clearance �7S. W. Outlets & Receticales at Kit. Counter arage Fire Door; Swing -Landing -Closure Duct in Garage—Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. YrGarage; Above Floor -Meth. Protection LK Plb., Elec. & Mech. Equip. Listed for Location 7/3 fec. Receptaclers in Garage (G.F.1.)-Romex Protection lir—Insulabon-Foam-Looked in Attic Gyard rails & Deck Construction -Post Caps Fdn. VBents 8 Crawl Hole Door Drainage & Wood -Earth prance Looked under Floor o Yes %"lowing Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No Ecco Brown -Finish 94. X.C. Unit Disconnect, Electrical -Plumbing s Above Roof, Plbg-Appliancereplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing tenor Elec. Trim, G.F.I. Receptacle -Underground entilation Throught House 89. Glass Protection . Corrections from Previous Inspectio s 9 G est -Meters Tagged, Gas-Elec 'c Water & Sewer Connected -C/O Grade -HD Approval Date&PV. I/ Card Oil Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 6a. Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Pie place Ftg.-Steel . W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test f. 0. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1 Q NWrPipe, Test -Anchors -Regulator -Service Test lrElectric Underground 13. Pienums & Ducts; Clearance-Material.Support4ns. 14. Girders -Sills -Anchor Bolts•Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LUMBING (Permit) OK except #'s , 17�Alater Htr.; Vent -Access -Combustion Air Baffle jAVHter Pipe; Test & Anchor -Nail Protection If D.W.V.; Test Fittings & Anchor -Nail Protection r Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Q A r Card B-1 Date Card B-1 Cate ICard B-1 Date Card B-1 Date a / ELECTRICAL (Permit) OK except #'s Fbdure & Transformer Clearance -Ins. Protection & Switches at Doors 25%Size Boxes & No. of Conductors Stabled lir Romex Installed Close to Edae of Studs & C.J. 7YEquip. Ground made up w/Mech Fastners-Band Gas & Water Appliance Circuts in Kitchen & Conductor Size GFI . Subfeed Wire Size / / ga. Cu or Alire Size / g or AI ange Circ. / / ga Cu n Circ. / / ga Cu or AI Insulated Neutral , n Yes rlAdo 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meeh. Epuip. W"Clothes Closet Light -Shower UghtSpa Light Smoke Detector Date ) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ducts Insulation & Support Ment Fan, Exhaust above insulation 3f. Condensate Drain & Overflow, Size & Grade Fumance Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date i FRAMING (Plans) OK except #'s Proper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing /0raft Stop in Walls (rat proof) 4. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4L±ders & Beams -Size & Bearing ngle & Duplex) Date FRAMING (Continued) 46. ngers-Post Caps -Anchors -Connectors 47,/Cling. Joist-Rftr. Ties-Purlin-roll Brac: Truss-Shting: Rfng. ireplace Ties or Type A Flue -Fireplace Throat clearance i 49e'Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles W. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions ' 51! Garage Fire Protection Framing 52."Propeity Line Firewall & Openings Ext: Doors -One 3 -Check Garage 3rd Story, 2 Exits _6.4.—'3tim: Width Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer X57' Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts iderior /Exterior Wall Panels '91— Insulation -Walls -Ceilings Gp.yr 62. Infiltration -Walls -Windows PJ �L v - Date p Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 17 FINAL (Plans) OK except #'s fact Steps -Door & Sidelight Protection -Landings _,Woke Detector 406. Furnace; Vents -Clearance -Comb, Air-Conector- Above Floor -Ducts -Meth. Protection 67. CI. & Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels irs & Rails E place or Stove, Clearance -Hearth 74' Outlets at Wood Panel, Int. & Ext 7 it Fixt. & Appliance; Ground: Air Gap -Cooking Clearance �7S. W. Outlets & Receticales at Kit. Counter arage Fire Door; Swing -Landing -Closure Duct in Garage—Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. YrGarage; Above Floor -Meth. Protection LK Plb., Elec. & Mech. Equip. Listed for Location 7/3 fec. Receptaclers in Garage (G.F.1.)-Romex Protection lir—Insulabon-Foam-Looked in Attic Gyard rails & Deck Construction -Post Caps Fdn. VBents 8 Crawl Hole Door Drainage & Wood -Earth prance Looked under Floor o Yes %"lowing Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No Ecco Brown -Finish 94. X.C. Unit Disconnect, Electrical -Plumbing s Above Roof, Plbg-Appliancereplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing tenor Elec. Trim, G.F.I. Receptacle -Underground entilation Throught House 89. Glass Protection . Corrections from Previous Inspectio s 9 G est -Meters Tagged, Gas-Elec 'c Water & Sewer Connected -C/O Grade -HD Approval Date&PV. I/ Card Oil Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: •--✓y,...'�...,�'�r-+r.�;..,..-...�y�„-.;tom-y'...,.f..-''.�"4-�:...' a� yi�p•3y�. ..�^'. ��.,w - ,•^� COUNTY OF BUTTE41 BUILDING DIVISION f DEPARTMENT OF DEVELOPMENT SERVICES { 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 REV 10/92 CORRECTION NOTICE OWNER PERMIT NO. r A routine inspection indicates that the following violations of Butte County Ordinances exist at ' the above address and should be corrected. Please notify this office when correction of work is completed. If you have any uestions pertaining to this matter, or need additional explanation, a please contact this office imm I QAW 7.g Milk f { Date Inspector REV 10/92 a� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 5re4i6 - OWNER PERMIT'NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office-tthmediately. I w� :a 1. z +i i 1 Date f 4 Inspector- REV nspector REV 10/92 - , CERTIFICATION OF INSULATION . ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS r LOT P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 ` 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 • ' P.O. BOX 9651, FRESNO; CA 93793-9651 LIC. #202026 - ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 El 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION CO PLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL ` FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW - BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCFOCF OCF r. BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS o KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE • MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER •C� W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SI NATURE—INSULAT CONTR TOR TITLE DATE k MANAGER J , L SIGNATURE =CY TITLE DATE , REMARKS: SIC -303 ' r BUILDER COPY Nov -05-97 09:50A wbdc 9166852831 � A"A AM211I irp-a Ag www Certificate of Conformance Certificate 051340 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products Identified below and marked with a collective maric of Engineered Wood Systems '(EWS) were man- ufactured in accordance with the specifications indicated below. RX ANSI Standard A190.1-1992, for Structural Glued Laminated Timber T�I.s /s r-& C_._, -<7-11y rhso r r11F_ . S�h J</z G'Av�irls D a_aiJ) TNF' XqA 13 /11 V1 i Xe-, TU _7 u os m alvv P .-0 2 ya4 �!3 Job Name WESTERN BUYERS INC._ Job Location ��l �cci__ Customers Order No. WB -98516 Date __ 9/ 11/ 97 Mtgr'a Osier No. 09-05550 DOUGLAS FIR LARCH. KERIOR GUK,_ 240OF-V4, ARCHITECTURAL APPEARA110E, INDIVIDUAL WRAP, ENDS 8 SIDES SEALED JERO CAMBER. Signature c ��—Tnie____QUALITY CONTROL SUPERVI50— Coapany_. BOISE CASCADE COR9Addres9,_.___ P. 0. BOX 50 Data9/26/97 BOISE, ID 83728 IT IS HEREBY CERTIFIED that the structural glued laminated timber production ofithe above-named manufacturer which carries a collective mark of Engineered Wood Systems (EWS) Is subject to regular audit by Engineered Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. by 41L J "�"- Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS— A RELATED CORPORATION OF APA J COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 'ESM^IT No. (Rev.12/96) APPLICATION AND PER MIT ��_L _ ASSESSOR PARCEL NUMBER 047-200-023 (PORT) � ZONING A-40 BUILDING PERMIT OWNER STEELE, ELLEN & GARY TELEPHONE 895 70955 SO. FT. OCC. BUILDING VALUATION 1930 R 104,220 OWNER'S MAILING ADDRESS 4350 MU14JAR ROAD, CHICO 95973 692 U 12,456 CONTRACTOR'S NAME DARREL PARSLEY EPHOE 7345.0308 523 C 6,799 CONTRACTOR'S MAILING ADDbY80 BENNETT ROAD, CHICO 95973 CONSTRUCTION LENDER Fireplace 1,500 LENDER'S MAILING ADDRESS Total Valuation $ 124,975 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing - Permit Fee $ 727-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 479-55 BUILDING ADDRESS 4242 MUNJAR ROAD, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Yd Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or hest um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IXXAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 BDRM Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 15-00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 vLE Main Service 200AoRLESS 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter ii 9 (commencing wth Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To Io 200ALICENSED 46.00 NEW CONST. DWELL WEE ING O CC OR ADDNS. ( & ACC. BLDS.UP. 3.5¢SOs,. NEW CONST. MULTI.OUTLET NO LESID. ANC cI 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAI_ p .so Ex. Occup. ouiLEeorsRESIo.OERA 5.00 Temporary Service 23.00 " 3 Mobile Home Facilities 20.00 Misc. Wiring 23.00 0 PERMIT FEE $ i3±ZE5 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 1 20.00 Heating —Cooling Hood 6.50 Ventilation 9 00 PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with se provisions. __ Date _ Q�_' �� Signature of Applicant - Owner ❑Contractor ❑Agent An OSHA permit is required or excavations over 5'0" deep and Oru6tipr�`�ggs uT�idp / I/''�L of structures over 3 stories in height. P C OR1LY of JJ Mobile Home Installation Fee $ Energy Inspecti Fee $/ 6 �! 1l • 00 Z NST. COPE J TOTAL FEE $-16*5-.-$0 HAZ. D. FEES P FLOOD; I Cp PARCEL I PD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B ate �`� �G y / PERMIT EXPIRES ON `( 2 z9!, Dale ReceiptNo. 231810 .— 552.55/[4_7/j9&,67-'11M,'IT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Ult*356 - 116.001I RAS.. -V It COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIAQ9.5965, TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET 1 D OWNER: P1111 4 -ASSESSOR PARCEL ER: a 0 — - 60 Kl) Proposed Building Use: — Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing an or issuance: 1 Date Received By ❑ 1. All items have been submitted.----------------------------------------------------- ©{ &ff--W Plot plans, 3/4 sets, signed by the preparer of plans. ------- - �j Complete plans, 3/4 sets, signed by the preparer of plans. -------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ' g Leered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form.--------------------------------- actured Home data and installation instructions including Tie Down Specifications. of$ ------------------------------------------------------------------- fees as shown on the attached schedule. Department of Forestry plan 1113. Flood elevation certificate. -------------- joSanitation and plot plan approval) ' Health Department. ❑ 15. City of Chico plumbing permit. -------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ lanning approval for (A) Use: (B) Parking: -------------------------- Contact Land Development about provements, El Drainage, Legal Parcel. ----------------------- (A� .9. Encroachment Permit for driveway (construction approval prior to occupancy). -p f -k ------------- ❑20. Pre -inspection for required. Request to Building Inspector on Z -17 -Fir -/14' (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------=------------- 0 22. ------------❑22. Workers' Compensation carrier and policy number.---------------=�--------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- tter of signature authorization. -------------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 26. Letter of intent on building use.----------------------------------------------------------------------------------- :. 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- 433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ther: Mneyou issue the permit rocess as follows EVQ to owner, ❑] XTelephonet JOBS- i�,y and hold for pickup at _ Applicant: _ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire DeparrNerr ❑Oyer: Index permit application for the above items ate: By: 2. Additional items required: V--4\ - " Jc,_N' . 1r _% Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division'counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above recraired data by ❑ phone, ❑ mail, ❑ Building Divis' n counter, by Date: Plans reviewed by: 4„ � Date Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. s�' E.H. USE ONLY j (` (J ` •� Plot PI. AM.W ✓y Flo" Plan Amochcd Sew to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance er . Locati AP# Plan Approved for: Sewage Disposal C/ Water Supply: Public Private Welly --- Clearance for. bedroom mobile home. Other . Hold final for: Final clearance O.K. for: NOTE: Env' mental Health Specialist Date ` R/9I7 ,N, COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SC DULE OF FEES DUE D OWNER Tfl� V le A.P. # PROPOSED BUILDING USE �/V ��`' DATE REC # DATE REC VZ1. BUILDING PERMIT FEES _? -- Balance Due ................ $ . % � _1/1 -- Additional Fees Due ........... $ C7` -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES ��jr (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00C* Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES p id at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK s, 1 i $89.00 aid at Building Division) LUo[ / 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT n DATE ' Original -Owner Copy -Building Div. (Rev. 12/96) PROJECT PROCESSING RECORD APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTI DATE DESCRIPTION OF STEP o �/ . eiz& `i" /toy Ca� • . -�....�.h,ty.,,f�C�ulj'�'Yyly,yK,,,,,r.,.(y.-`•'�•!• �✓r�xi^4wi1'r{Z"�YM•�.��M�'''fe�"la',1•,�`n`�l4vd`;�7•..1('l1fli.-•.Y4,t"'Mc1�u�., f..t r^d'... rr� + BUTTE COUNTY PARKS.DEVELOPMENT FES CERTIFICATION FORM 4, CHICO AREA RECREATION AND PARK D��IIScT'RRICT ' Assessor.Parcel Numbers) .Property Owner Q, 4 Project Location,/Address L. Subdivision. Lot Numbers) Residential Development: (check one) New,Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Representative Date �r�r�rrr�r�r�r�c�r�r,r�c�r�r*�r�r�r�r�r�r�r�r�r�r�c�r�r�r�r�r�r�rw,ter,r�r�r�r�r�r�r�r,r�r,r�r�r,r�r�r�r�r�r�r�r�r�ryir�t�r�r�r�r�r�r�r�r�r�r�r�r�r Chico Area Recreation and Park'District(CARD) certifies that (:Applic t Name) (Phone Number) 54 Y1 , aT�-J (Street Address),,. (City) (S ate.) (Zip Code) has complied with the.requirements of Butte Co.. .*Resolution No. 90-1440 ..by payment for dwelling units @ $1.,189 for total payment of 1/71 no 01RD R resentative Date PAID BY CHECK NO.� ( REMARKS: BANK NO. 0 — 5 2.312 N3 0 - PAID -BY CASH RECEIPT N0. Distribution: White --Applicant Yellow--Butte•Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. F�i41i2' �:i�N�l �Ulittt��If ilii.. J J V park.fee (form revised 11/90) C €rK r-�m•�..-- ..r,�"+�3'p''�i' �"'�1.y,�ia�:.?'s•�"'"°xr'�`Y'�vs''�'nra�l4'rr �.:4-r+, J {f� BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICA 'FORM CHICO AREA RECREATION AND -PARK -DISTRICT Assessor Parcel Number (s) Property Owner , •�, .0 1"�.c-_l �, t Project Location/Address Subdivision' Lot Number('s) I SQ I f Residential Development: (check one) _ZNew,Development Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Representative Date �Inkynk�k�k�k�k�k�k�Ir�k�Ic���Irytylr�lrir�nk�k�kYrilc�r�r�r�c�r rr�r�r�r*,r�r�c�r�r�r�r�rw�r,r�r�c,r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r Chico Area Recreation and Park District(CARD) certifies that _. (Applic t Name �Cl s - Number) $' (Street Address)::f• �, (City) -(S ate) (Zip Code) has complied with the requirements of Butte Co.'Resolution No. 90-140 �" by payment for �. dwelling units @ $1,189 for total payment of $ 117100 . R resentative' Date PAID BY CHECK NO. REMARKS: BANK NO.— PAID O. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 17, 3: BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFfCAfit,bI9'FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) r,47 1 Property Owner Project Locati Subdivision Lot Number(s) Residential Development: (check one) New.,Development —Alteration/Addition _Mobilehome(s) Total Nunber of Dwelling Units I Comment: _Non -Residential to Residential Building Department Representative Date �ryr�ryryrytx�cyr�k��r�rr�ryr�ryryryr�r�rrt�r�r�c�tylnlnk�nk�k ��r ����t �r�r,r�k�r vr�k�lnk�lr�k�lr�lr�lr*ik �k�r,�r�r�r�Ir�It�It�ItUr�lr�r�lr�lr�lr�lr�lr�t�lr � 1 Chico ArBa Recreation and Park District(CARD) certifies that r� ) (Applicant -Name) (Phone Number) (Street Address) 1 -(City) (State) (Zip Code) / has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for 1 dwelling units @ $1,189 for total payment of $ . /7, jC�AFD R� resentative PAID BY CHECK NO. � � REMARKS: BANK NO. PAID BY CASH RECEIPT NO.. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept park.fee (fon revised 11/90) ,,.. �'A*►"�T..f..��t..'..rr�Nl.*yJ""y�"m_"*'.'.^y"y_.��"*+'.p'�=�'9'^"„;��'�^' �^°.`;a.�nf�_f �,r�'Tt '"�` �s�a �is'n""'�!!�: `g�"+".�. rv."rti.,:' • '+`-s ... ,. BUTTE COUNTY SCHOOLS IMPACT FEE URTIFIC,ATION FORM School District A.P. Number (One form per Building) " --Building Department No. urisdiction:City County Owner 0/0— 0— rT, IG1 & Property r` L � e Property Location/Address "/ / of /1 Subdivision /`J Lot No. Residential Development FLI No of Living Mobile Home Addition Units Installation Commercial/Industrial New Addition Building Department Representative ti' District Identification No. Ch -7=r- 4:24 (Street Address) CIA D, (City) irioor rians reviewea MW_., acnooi uisinci rersonneq School District certifies that V has complied with the requirements of Resolution No. representing square feet. School DiisUict J jUP C e Sq. Footage (Group R) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Phone Number) (State) w ...`IZip Code) by payment of $ s. , B 2926 $ ULL MITIGATION $ Date Paid by Check # Remarks: ; 1 - Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to'submit a timelywrittenprotest 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 (applicant), Yellow (building department), Pink (school district) feeform.xis (2/97)dmm AND NNMEN RECORDED NLAIL TO: BUTTE COUNTY BUILDING DI ISION 7 COUtTY CENTER DRIVE ORON ILLE CA 95965 COPY of Document Recorded 24 -Apr -1998 1998-0015860 Has not been compared with original Butte COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Count), has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 WEST, MOUNT DIABLO MERIDIAN. AP NO. PORTION OF 047-200-023 Date:_ 4/9/M-. - PROPERTY OWNERS: Gary E. Stee a Aeni State of California ) County of Butte ) On. 4/9/98 before me, L. AaNESTAD, Notary Public personally appeared GARY E. STEELE and ELLEN J. STEELE******************** personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the per o s o t e n it !Ron behalf of which the person(s) acted, executed the instrument. g. WITNESS my hand and official seal. L. Aanestad N COMM. # 1073948 D [C 's NOTARY KMX CAUFORNIA.N Q COUNTY OF BUTTE W Signature Seal: MY Comm. Expiresoct. 1.1899 d A.P. NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. - I -AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet.is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Orovilie (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the B-ailding Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) "-1000 GAL SEPTIC o.. '1 1 � Sloe I TAN 6 0A)BETWEEN I HLK OUSE k SEPTC TAW Of I Date ►b, i �I 660' sgna�u�e Environmenk Health FEB 1_q 1998 MUNJAR RD Chic®9 CA ►—_--.r.__---_—_r_rr►.�.r�n DIAN RD ��.� 50' ROAD AS PEI ZONE" A-40 APN 47-20-,023 SITE &PL.O.T- PL -AN SCALE = 1" = 100 " CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: MUNJAR RD Run: 368 26 -Jun -98 Project Address: MUNJAR RD,BUTTE CO STEELE Ceiling Building Title: NEW RESIDENCE Building Pe #'/ Document Author: SCOTT JACKSON /ii ,d 0 Telephone: 0 Plan Check D-a't e Slab Perimeter 0 3 U Compliance Method: CALRES2 1.31a Field Check /Date Climate Zone: -------------------------------------------------------------=------------------ -------------------------------------------------------------------------------- 11 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: BUILDING SHELL INSULATION Component Insul Type --------------- R -value -------- Door 0 Wall 19 Wall 19 Ceiling 38 Ceiling 30 Floor 0 Slab Perimeter 0 Slab Perimeter 0 Slab Perimeter 0 Slab Perimeter 0 FENESTRATION Drientation Window South Window South Window East Window North Window North Skylight 1930 ft2 SFD Single Family Detached 195 deg (South) 1.00 Slab on grade Assembly U -value 0.330 0.065 0.065 0.025 0.031 0.722 0.900 0.550 0.720 0.500 Area U- (ft2) value Panes ----- ----- ----- 78.5 0.870 2 23.4-0.870 2 36.0-0.870 2 56.0 0.870 2 40.2 0.870 2 8.00.870 2 THERMAL MASS Area Type Exposed? (ft2) Floor Yes 1930 Thick (in) 3.5 Location/Comments Unconditioned Outside Unconditioned Attic Attic Grade Outside Unconditioned Outside Unconditioned Interior Exterior Overhang Frame Shading Shading and Fins Type ---------- ---------- -------- -------- Std Drape Bug Screen Overhang Vinyl Std Drape Bug Screen Overhang WdDoor Std Drape Bug Screen Overhang Vinyl Std Drape Bug Screen Overhang Vinyl Std Drape Bug Screen OygAan :WdDoor None None Metal CP Location/Commen \00 ----------- _ --------------- Grade r 1� CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: MUNJAR RD Run: 368 26 -Jun -98 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- --------- 7 --- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10-.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- Standard—Gas Standard StandardGas Storage gas 1 0.53 50 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- .'t. 1 CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: MUNJAR RD Run: 368 26 -Jun -98 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER SCOTT JACKSON EVERGREEN DEVELOPMENT 389A CONNORS CT. CHICO 530-894-5590 Certition #: Gd�l9��<v 2 Signed ate ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON w Signe ate COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: MUNJAR RD Run: 368 26 -Jun -98 Project Address: MUNJAR RD,BUTTE CO STEELE Building Title: NEW RESIDENCE Document Author: SCOTT JACKSON Telephone: Building Permit # Plan Check / Date Compliance Method: CALRES2 1.31a Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 17.50 Space Cooling 11.08 Water Heating 12.10 Total 17852 Conditioned 40.69 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 18.47 5.77 12.09 -------- Complies 36.33 Yes 1930 ft2 SFD Single Family Detached 195 deg (South) - 1.00 1 Floor Construction Type: - Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 17852 ft3 Conditioned Footprint Area: 1930 ft2 Ground Floor Area: 1930 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Thermostat Name ------------ (ft2) ------- (ft3) Type -------- ------------- Type ------------ HOUSE 1930 17852 Conditioned CEC Standard OPAQUE SURFACES Surface Area Type ---------- (ft2) ------ Zone = HOUSE SC2868 Door 18.1 Wall 492.0 Wall 324.0 Wall 358.3 Wall 418.4 Wall 36.0 Ceiling 1442.0 Ceiling 480.0 Floor 1930.0 Vent Vent Height Area (ft) (ft2) 2'0" 25.8 U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type Location/Comments ----- ---- -- --- --- ------------ -------------------------- 0.330 0 285 90 No SC2868 Unconditioned 0.065 19 195 90 Yes W19.2x6.16 Outside 0.065 19 105 90 Yes W19.2x6.16 Outside 0-.065 19 15 90 Yes W19.2x6.16 Outside 0.065 19 285 90 No W19.2x6.16 Unconditioned 0.065 19 285 90 Yes W19.2x6.16 Outside 0.025 38 -- 0 Yes R38.2x4.24 Attic 0.031 30 195 9 Yes R30 -.2x4.24 Attic -- 0 -- 180 No S1ab140E Grade z COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: MUNJAR -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- RD Run: 368 26 -Jun -98 PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type ----------- (ft) Factor -------- ------ R-val (in) Location/Comments ---------------------------------- Zone = HOUSE ----- ------ Exposed 65'0" 0.900 0 0 Outside Exposed 26'6" 0.550 0 0 Unconditioned Covered 9616" 0.720 0 0 Outside Covered 21'6" 0.500 0 0 Unconditioned FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type (ft2) ---- ----- Azm --- Tlt Type Type Name Comments Zone = HOUSE --- ------- -------- ------------ ---------------- FG1 Wind 17.5 195 90 Slider Vinyl CEC_Db1StD FG2 Wind 6.0 195 90 Slider Vinyl CEC_Db1StD FG3 Wind 9.0 195 90 Slider Vinyl CEC_Db1StD FG4 -Wind 6.0 195 90 Slider Vinyl CEC_Db1StD FG5 Wind 23.4 195 90 Hinged WdDoor CEC_Db1StD FRT.DOOR- FG6 Wind 20.0 195 90 Slider Vinyl CEC_Db1StD FG7 Wind 20.0 195 90 Slider Vinyl CEC_Db1StD RG1 Wind 12.0 105 90 Slider Vinyl CEC_Db1StD RG2 Wind 12.0 105 90 Slider Vinyl CEC_Db1StD RG3 Wind 12.0 105 90 Slider Vinyl CEC_Db1StD BG1 Wind 12.0 15 90 Slider Vinyl CEC_Db1StD BG2 Wind 20.0 15 90 Slider Vinyl CEC Db1StD BG3 Wind 12.0 15 90 Slider Vinyl CEC Db1StD BG4 Wind 12.0 15 90 Slider Vinyl CEC_Db1StD BG5 Wind 20.1 15 90 Hinged WdDoor CEC_Db1StD GLASS.DOOR BG6 Wind 20.1 15 90 Fixed WdDoor CEC_Db1StD GLASS.DOOR SKLT2020A Skyl 4.0 -- 0 Fixed Metal, SKLT BRONZE SKLT2020B Skyl 4.0 -- 0 Fixed Metal SKLT BRONZE GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name ------------ Type Panes --------- ----- value ----- Only ------ Shade ---------- Type Shade ------ Shade Type Shade ---------- CEC_Db1StD Clear 2 0.870 0.880 Std Drape' 0.780 ------ Bug Screen 0.870 SKLT Tinted 2 0.870 0.880 None 1.000 None 1.000 r, A COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: MUNJAR RD Run: 368 26 -Jun -98 -------------------------------------------------------------------------------- OVERHANGS Fenestration -------------------------- 10'8" 218" 18'10" Above 4'8" Name Height Width Depth Glazing ------------ FG1 ------ 316" 41011 ------ 510" 2016" ------ 310" 16'11" --------- 2'4" 717" FG2 3'0" 21011 10'0" 2'4" FG3 31011 4'0" 31011 3'6" 10' 0" 21411 20'3" FG4 310" 210" 10'0" 21411 FG5 61811 45'0" 31611 32'0" 10' 0" 2'411 29'0" FG6 41011 51011 310" 21411 FG7 41011 1011 51011 3' 011 21411 RG1 4'010 31011 31019 2'411 RG2 V011 31011 31011 21411 RG3 41011 31011 31011 2'411 BG1 4'0" 310" 310" 21411 BG2 V011 51011 31011 21411 BG3 41011 31011 3v0" 21411 BG4 410" 310" 3'0" 214" BG5 61811 310" 310" 214" BG6 61811 31011 310" 2v4" Left Right Extension Extension 14'4" 10'8" 218" 18'10" 4'8" 15'10" 71811 1'3'10" 20'0" 0'0" 41011 2016" 16'11" 717" 5'6" 33'6" 15'0" 24'b" 35'0" 4'0" 3'6" 73'6" 20'3" 5419" 3410" 43'0" 37'0" 40'0" 45'0" 32'0" 48'0" 29'0" FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- Zone = HOUSE FLOOR -SLAB 1930 3.5 28 0.98 S1ab140E 0 Grade SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- -=---------- -------------------------------- None COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: MUNJAR RD Run: 368 26 -Jun -98 HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.78 Furnace 0.78 AFUE Attic R-4.2 ACsplit10 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val --------------------------- --------------------- ---- ------ ------ ----- Standard—Gas Standard StandardGas Storage gas 1 0.53 50 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------- Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES None a Order No. 5-119920 Escrow''No. Loan no.. WHEN. RECORDED MAIL TO: Livingston Trust 4350 Munjar Road Chico, Ca. 95973 DOCUMENTARY TRANSFER TAX S. CO.. CODE 20-95 .......Computed on the consideration or value of property conveyed; OR .......Computed onth e.consideration or value less liens or encumbrances remaining at time of sale. APN: 47-20-012 SPACE ABOVE TIES LINE FOR RECORDER'S USE V AS DECLARED BY THE UNDERSIGNED Signature of Declarant or Agent determining tax -- Firm Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, THE LIVINGSTON TRUST, created November 24, 1975 Rex E. Livingston, Trustee & Dorothy M. Livingston, Trustee AND REX E. LIVINGSTON and DOROTHY M. LIVINGSTON, Husband and Wife hereby Grants(s) to GARY STEELE and ELLEN STEELE , husband and wife the real property in the County of BUTTE , State of California, described as SEE ATTACHED EXHIBIT "A" AND EXHIBIT "B" Dated } STATE OF CALIFORNIA }SS. . COUNTY OF I On before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is%are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signa- ture(/) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Rex E. Livingston, Trustee Dorothy M. Livingston, Trustee (This area for official notarial seal) MAIL TAX STATEMENTS AS DIRECTED ABOVE All that certain real property situated in the County of Butte, State of California, described as follows; The East half of the Southeast quarter of the Southwest quarter of Section 8, Township 23 North, Range 1 West, Mount Diablo Meridian. The purpose of this deed is to effect a Lot Line Adjustment as approved by the Butte County Director of Public Works on November -4, 1997. No additional lots or parcels are created hereby. The scope of review of said Lot Line Adjustment was limited as specified in Government Code Section 66412(d), and approval of it does not constitute assurances that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. Exhibit "A" Page 1 of 1 n SCALE: /'= SOO' w //4 CO.P. SEC. 8 N CW ///6 COR. N — MLIA/✓AR LE6ENO - - PROJECT S Inc —�/L- G/NE NOT TO SCALE .SHEET ! 0111,2 i CS yN 660 't~ 2070 O.R. 637 L/VIA163MA/ TRU5T /00AC. Z BEFOREZzA *I STEELS I /GMAC. f AFTER LLA 20i4C• AFTER LLA NEW 1 �- 1960't ..� � 660''' -•. — — ROA,O SO ROAD PER S 1/4 S w COR�(/ER 19 /7EE�5 /65 .SEC. 8 SECT/ON 8 T.13A1, R. /E., M,9 A -f. L OT LINE A 19.1wi'MENT 115,CIA16. A POR710AI OF THE SOUTi`/Gt�EST QUARTER 0,-.36C71011 8, 7 Z -M, R. 14C., MOUNT 014,31-0 M4C1fZ01,�4N. P541TTE COUNTY CAL/F. FDR R. E, L /V/A/G5TON NathStar ENGINEERING CIVIL ENGINEERS. PLANNERS. SURVEYORS 20 DECLARAiiON DRIVE . CHICO• CALIFORNIA 95973 1916) 893 -1600 Fox (916) 893 - 2113 I LAM93 OF h R.EG/2M. W� G/VA16370111 OL/� JAI G/NE I r s w I 660 _t i CS yN 660 't~ 2070 O.R. 637 L/VIA163MA/ TRU5T /00AC. Z BEFOREZzA *I STEELS I /GMAC. f AFTER LLA 20i4C• AFTER LLA NEW 1 �- 1960't ..� � 660''' -•. — — ROA,O SO ROAD PER S 1/4 S w COR�(/ER 19 /7EE�5 /65 .SEC. 8 SECT/ON 8 T.13A1, R. /E., M,9 A -f. L OT LINE A 19.1wi'MENT 115,CIA16. A POR710AI OF THE SOUTi`/Gt�EST QUARTER 0,-.36C71011 8, 7 Z -M, R. 14C., MOUNT 014,31-0 M4C1fZ01,�4N. P541TTE COUNTY CAL/F. FDR R. E, L /V/A/G5TON NathStar ENGINEERING CIVIL ENGINEERS. PLANNERS. SURVEYORS 20 DECLARAiiON DRIVE . CHICO• CALIFORNIA 95973 1916) 893 -1600 Fox (916) 893 - 2113 T1//.5 GOT G/NE i9U✓USTiYCNr s Road wA5 APPROI/E/O /3 y THE BUTTE COUNTY �EPARTiyENT Of PU/3L/C r WORKS Opt/ 1V01 ZW,13E�? 4, 1997. tt ; r 21 Z. TH/S 0447 190,63 MOT 091V57/- TUTE A LE"6AL /6ESGP/pT/ON OK THE LOTS OR P,41PCE4.5 OEP/CTE/O AIVO 100E-3• NOT .Sh'OW.ALL Zf154MENTS OF RECOR/.2 OA/ OR i9FFECT/NG 5A//2 GOTS OSP PXXCEG.S � r Kaiser / ?,y Road o__a ,z Road PKEPi4RE/7 13 Y NOr?T//STi4R Z1-V61A1EER/M6 JAMES MHERR/CK L3 36/6 EXP. 9/30/9,3 EXH/f3/T 'f3 " 311E'ET Z 0,'c2 1r.__.._..... r......_. :....._..- N i Imunb d � i I Frazier Ln:: /Rock Cr'nk: DATE: IZ .9 10 SEND TO: Name _ Company _ FAX # COMMENTS: NorthStar ENGINEERING Civil Engineers, Planners, Surveyors FAX TRANSMITTAL SHEET l7 JOB # FROM: Name Company NORTHSTAR ENGINEERING Phone # (916) 893-1600 FAX # (916) 893-2113 NUMBER OF PAGES: Cover Sheet Plus /D Sheets 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 • • FAX -893-2113 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER- BUILDINGPERMITNUMBER: PLAN CHECKER: 02 a3_6 A. P. NUMBER: f ab 0 (-OR 3 GENERAL:" Zoning requirements: (side yards and number of permitted living units). Valuation. N ans signed by designer. roper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. _ Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). OR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). .8/ Lights, switches, receptacles, and exterior rece or maintenance of mechanical equipment. 4" Location of water heaters eatmg and cooling equipment, ther electrical or gas equipment. r.Garage firewall, door size an c oser ec'nimum of one 3'0" exterior door (Section 1004.6). eplace and wood stove location, alcoves and clearance. oke detectors (Section 310.9.1). mbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). ' Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and Calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundatiori design. Retaining walls requiring design. Special Inspection requirements. Header size. June 1997 3.2 REX LIVINGSTON, Lot Line Adjustment, AP 047-200-012& 023, 2 parcels located on the north side of Munjar Road, 1.25 miles east of Meridian Road. Meridian Munjar area. Engineer: NorthStar Engineering. New lot or parcel lines shall comply with setback requirements of applicable zoning and building ordinances. Deeds and plats (if required) shall be submitted to the Department of Public Works, Land Development Division for checking and approval prior to recordation and shall contain the notes specified below. 3. Provide documentation from a title company of the applicant's choice verifying that Deed Note (To be placed on any deed to effect lot line adjustment) The purpose of this deed is to effect a lot line adjustment as approved by the Butte County Director of Public Works on . The above described lands are to be combined with and become a part of those lands as described in the deed to as filed for record in Butte County Official Records at Serial Number Book at Page No additional lots or parcels are created hereby. The scope of review of said lot line adjustment was limited as specified in Government Code Section 66412(d), and approval of it does not constitute assurance that future applications fore building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. Plat Note (To be placed on any required Plat) This plat does not constitute a legal description of the lots or parcels depicted and does not show all easements of record on or affecting said lots or parcels. 0 Lot Line Adjustment Conditions of Approval - Butte County ■ any deed of trust affected has been partially re -conveyed or modified to reflect the lot line adjustment and to prevent the creation of any additional lot or parcel. (�4 Prior to recordation of deeds, provide documentation verifying payment of taxes as required by Subsection (b) of Section 20-95 of the Butte County Code and as specified in Article 8 of Chapter 4 of Division 2 of Title 7 of the Government Code, commencing with Section 66492. G Prior to the recordation of the deeds, prove to the satisfaction of the Director of �p 1 Public Works, that the parcels are legal parcels. Deed Note (To be placed on any deed to effect lot line adjustment) The purpose of this deed is to effect a lot line adjustment as approved by the Butte County Director of Public Works on . The above described lands are to be combined with and become a part of those lands as described in the deed to as filed for record in Butte County Official Records at Serial Number Book at Page No additional lots or parcels are created hereby. The scope of review of said lot line adjustment was limited as specified in Government Code Section 66412(d), and approval of it does not constitute assurance that future applications fore building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. Plat Note (To be placed on any required Plat) This plat does not constitute a legal description of the lots or parcels depicted and does not show all easements of record on or affecting said lots or parcels. 0 Lot Line Adjustment Conditions of Approval - Butte County ■ LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE BulldingPermitNo. l 0'- c)c-)-4a S'rCa nl —Fr,-,OWNEASF NAMERS —,S+le lel L. II 'e. �� NUMBER: �� ab V PRINT LAST NAME FlRST COUNTY ZONING it t C DESIGNATION:,4- FLOOD ZONE: X FLOOD MAP: O 0 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: Llvii./6SrvAl CcA PARCEL CREATION BY DEEDS OR MAP 91r. 3 Arc- DEED rcDEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO I ,,� I COMMENTS/CONDITIONS: `�"� L� ���-t , / • `' L rt -C 1 - O K- P. 8 MAP INFORMATION:, DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DMS/ON UNLESS OTHERMSE NOTED. X1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) Y LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 4c4 OWNELc v rtO G s'ra rcel �� NAMERS NUMBER: (Al ` a ^ `, PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION:_ © FLOOD ZONE: X FLOOD MAP: 1000 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: V C! v1 n/ v S rr,Al L c A PARCEL CREATION BY DEEDS OR MAP 9`. 3 Ac. DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: l.fJ M x W 1 T l'E t.�v'�1 % 3 Loi-' b lel A -t> T-McN�— ��. t�n(�Z,=s - �fbwEL-L-1T-LCl MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERMSE NOTED. X1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of — 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a 'ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet. the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants'that^meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of S I '4 _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be nmdle to the Pluming DA skn- 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic - safety. Mobile homes shall be constructed on,a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. - 'AIG A31WOIRN GNVI 311(18 30 UNt100 86618 1 83.E CM A13338 LD 7,96 CAWP51 WORMS.K\BLDGPERM.CLR N N CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: MUNJAR RD Run: 260 23 -Jan -98 Project Address: MUNJAR RD,BUTTE CO STEELE Building Title: NEW RESIDENCE, Building Permit Document Author: SCOTT JACKSON q9' 6A Telephone: Plan C eck / Date Compliance Method: CALRES2 1.31a Field.Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 1930 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 195 deg (South) Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Component Insul Assembly U- Type --------------- R -value -------- U -value Location/Comments Door 0 -------- `0.330 ---------------------------------------- Unconditioned' Wall 19 .0.065 Outside Wall 19 0.065 Unconditioned Ceiling 38 0.025 Attic Ceiling 30 0.031 Attic Floor 0 0.722 Grade Slab Perimeter 0 0.900 Outside Slab Perimeter 0 0.550 Unconditioned Slab Perimeter 0 0.720 Outside Slab Perimeter 0 0.500 Unconditioned FENESTRATION THERMAL MASS Area Thick Type Exposed? (ft2) (in) Floor . Yes 1930 3.5 Location/Comments ----------------------- Grade �������, Area U- Interior Exterior Overhang Frame Orientation ----------------- (ft2) value Panes Shading Shading and Fins Type Window South's ----- 65.0 ----- 0.870 ----- 2 ---------- Std Drape ---------- Bug Screen -------- Overhang -------- Vinyl Window South," 23.4 0.870 2 Std Drape Bug Screen Overhang WdDoor Window East V 36.0 0.870 2 Std Drape Bug Screen Overhang Vinyl Window North ✓ 51.0 0.870 2 Std Drape Bug Screen Overhang Vinyl Window North/ 40.2 0.870 2 Std.Drape Bug Screen Overhang WdDoor Skylight✓ 8.0 0.870 2 None None None Metal THERMAL MASS Area Thick Type Exposed? (ft2) (in) Floor . Yes 1930 3.5 Location/Comments ----------------------- Grade �������, CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: MUNJAR RD Run: 260 23 -Jan -98 HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- Standard—Gas Standard StandardGas Storage gas 1 0.53 50 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ----------------------------------------------------------- Standard—Gas -- -- No No WATER HEATER/BOILER DETAILS Rated- Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency, AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: MUNJAR RD Run: 260 23 -Jan -98 ----------------------------=----------=---------------------------------------- -------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of. the California Code of Regulations, and the Administrative regulations to implement them.. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER SCOTT JACKSON ' EVERGREEN DEVELOPMENT 389A CONNORS CT. CHICO 530-894-5590 Cert' ication #: 112319-8 Sig ed I Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON 7 Wae S 'gned COMPUTER METHOD SUMMARY Page 1 C -2R -----------------------------------------'--------------------------------------- Project Title: MUNJAR RD Run: 260 23 -Jan -98 Project. Address: MUNJAR RD,BUTTE CC) STEELE Building Title: NEW RESIDENCE Document Author: SCOTT JACKSON Telephone: Building Permit # Plan Check / Date Compliance Method: CA.LRES2 1.31a Fi_r:ld Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use St,_inclard Design Space Heating 17.50 Space Cooling 11.08 Water Heating 12.10 Total. 40.69 GENERAL TNFORMATION Cond:i_ti.oned Floor Area: Building Type: Building Front Orientation Number of Dwelling Units: Number of Stories: Proposed Design --------------- :18.39 5.65 12.09 -------- Complies 36..1.3 Yes 1931► ft2 SFD Single Family Detached 195 deg (South) 1.00 1. Floor Construction Type: Slab on grade ,Number .of Conditioned Zones: 1 wall Total Conditioned Volume: 17852 ft3 Conditioned Footprint Area: 1.930 ft-? Ground Floor Area: 1930 ft -2 BUILDING ZONE INUORM 1TION Floor Zone Area. Volume. Name (ft2) (ft3) --------------------------- HOUSE 1930 17852 P OPAQUE SURFACES Surface Area Type ( f t2 > k Zone = HOUSE Door 18.1 .. Wcil.l 505.5 wall 324.0 wall 363.3 wall 418.4 `t wa 1 1 3 6. 0 s' Ceiling 1442.0 . Ce:i..li.ng 480.0 Floor 1.930.0 Type ------------- Conditioned Thermostat Type ------------ CEC Standard Vent Vent Height Area (ft) (ft2) 2'0" . 23.9 U- Insl Tru Slr Construction value ----- Rval ---- Azm --- T1. t. --- cans --- TYI;ic: ------------ Location/Comments -------------------------- 0.330 0 2c'5 90 No SC2868 Unconditioned. 0.065 1.9 195 90 Yes W19.2x6.16 Outside 0.06519 105 90 Yes w19.2x6.16 Outside 0.065 19 :15 90 Yc-.s T119.2x6.1-6 Outside 0.065 19 285 90 No W19.2x6.16 Unconditioned 0.065 19 285 90 Yes W19.2x6.1.6 0utsi.d.e 0.025 38 -- 0 Yes R'-' 8.2x4.24 Attic 0. 03.1 31 0 1.95 9 Yes R30.2x4. '4 Attic_ -- 0 -- 1.80 Nc> S1.ab140E Grade COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: ivIUNJAR RD Run: 260 23 -Jan -98 PERIMETER LOSSES Perimeter Type Zone = HOUSE Exposed Exposed Covered Covered FENESTRATION SURFACES Insul Length F2 InsuI Depth Fenestration (ft) Factor R-val (in) Location/Comments 65'0" 0.900 0 .0 Outside 26'6" 0.550 0 0 Unconditioned 96'6" 0.720 0 0 Outside 21'6" 0 . 500 0 0 Unconditioned. FENESTRATION SURFACES Glazing Fenestration Ar. ea Tru On Frame Cha.ractr Name -------------- Type ----- (ft -2) ----- Azm --- Tlt --- Type ------- Type -------- Name Comments Zone = HOUSE ------------ ---------------- FGI Wind 10.5 195 90 Slider. Vinyl CEC_Db1StD F62 Wind 7.0 195 90 S1.i_dc�r Vi.ny1 CEC Db1StD FG3 Wind 10.5 195 90 Slider Vinyl CEC_Db1StD FG4 W.i.nd 7.0 195 90 Sli.dei 7inyl. CEC_Db1StD FG5 Wind 23.4 1.95 90 Hinged Wd.Door CEC DbIStD FRT.DOOR FG6 W _i_nd 15 . 0 19`.5 90 Slider Vi.nN,1 CFC DbIStD FG7 Wind 15.0 195 90 Slider Vinyl CEC Db1StD RG1 Wind 12.0 1.05 90 S.1idr r V:i_ny1. CEC_Db.lStD RG2 Wind 12.0 105 90 Slider Vinyl. CEC—DbIStD RG3 Wind 122.0 105 90 Slider V.i_nvl. CEC Db1StD BG1 Wind 12.0 15 90 Slider Vinyl CEC-_Db1StD BG2 Wind 1.5.0 15 90 Slider Vinyl CEC Db1StD BG3 Wind 12.0 1.5 90 Slider Vinyl. CEC Dbl.StD BG4 Wind 1.2.0 1.5 90 Slider Vinyl CEC Db1S,LD BG5 Wind 20.1 i5 90 Hinged WdDoor CEC DbIStD GLASS.DOOR BG6 Wind 20.:1. 15 90 Fix(=,d. WdDoor• CEC DbIStD GLASS.DOOR SKLT2020A Skyl 4.0 -- 0 Fixed Metal SKLT BRONZE SKLT2020B Sky]. 4.0 -- 0 FiNed Metal SKLT BRONZE GLAZING CHARACTERISTICS Glazing Charactr Glazing T of U- SC GIs Interior SC Int Exterior SC Ext Name_ ------------ Type --------- Panes ----- value ----- Only ------ Shade ---------- Type S I i a d e ------ Shade Type Shade CEC_Db1StD Clear 2 0.870 0.880 Std Drape 0.780 ---------- ------ 13ug Screen 0.870 SKLT Tinted 2 0.870 0.880 None 1.000 None 1.000 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: MUNJAR RD Run: 260 23 -Jan -90 OVERHANGS Fenestration -------------------------- Above Left Right Name ------------ Height Width Depth Glazing Extension Extension FG1 ------ 31 6,r ------ 3' 0t1 ------ 3, �1,r ------------------ 214't 151 6" --------- 11'6" FG2 611 31 101 0„ 214" 2,6„ 19,0„ FG3 316" 3'0" 10'0"214" 4/19" 15'9" FG4 31611 ?10" 101011 214„ 716„ 14'0" F•G5 61 8 ? 1 6" .101 0" 21 4" 201 0" 01 01, FG6 510" J 1 0„ 3 , r", 11 2_T4" 4'0" 22'6" FG7 510" 3' (�„ J 214" 17'6" ,), 01, RG1 : 41 0'1 3, 0„ 3'011 214" 516" 33 1 6,1 RG2 410" 31 011 310" 2' 411 1.5'0" _,41 0" RG3 41 0,1 31 0" ,;' 0" _, 1 4,1 35' 0" 4 1 (�" BG1 4' 01, 31 0,r „0" 21 111 , 16't 7316x, BG251 0" 31 0 31 (�„ 21 4„ ,1, 0,1 56'0" BG3 41 O" 31011 3101, 214x, '0" 34 q3'0" BG4 410" 310" 3'0" 2'4" 37'0" 40110/" BG5 618" 3 1 01, 3101, 2'4f' 45 1 0" 32101' BG6 61811 3' 01, 310" .,, 4rr 48'0" 2910" FINS -------------------------- Left Fin Right Fin Fenestration E x t e n Dist -------------------------- Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name ------------ height: ------ Width ------ Depth ------ iie.i.ght g12:1)g ------ ----- glzi_nq ------ De.pt.h HeJ.91)t glzng glzing None ------ ------ ----- ------ THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- --------=-------- ---- -------------------------- Zone = HOUSE FLOOR -SLAB 1930 3.5 28 0.90 Slabl.40E 0 Grade SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Tl:iermal. Mass Comments ------------ -------- ------=- ------------ -------------------------------- None COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: MUNJAR RD Run: 260 23 -Jan -98 HVAC SYSTEMS Duct Location System -Name System Tyl_)e E.f: f is i.erncy and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.78 Furnace 0.78 AFUE Attic R-4.2 ACsplit10 Air Gond. -- central. split. 10.00 SEER Attic R-4.2 0 WATER HEATING SYSTEMS Dlstrib Water Wate:r.• # of. Energy Volume Wrap System Name Type, Flr atr,r Name He �t:.r r '1:'yl;:�r_ Ht.rs Factor. ( gal.) R-val ------------------------------------------------- ---- ------ ------ ----- Standard—Gas, Standard SI:.,:andardGas Storage ga.s 1 0.5? 50 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name Lract:i.ura type boi.l.e.r.? boiler pump? ------------ ------------- ----- ------ ---------- ------------- Standard Gas --. -- No No WATER HEATER/BOILER DETAILS J i� w. C-* GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 0 Structural Calculations For: 0 AR �r *No. C 21 U REN. // 5 4 i 0 R /"/4,Z -Tl Atv,4L-ys1s / V &*r tia �P-c e tszt� 49 kZjd i t 10 eat rL� -74Si` G�-� 4rr� va7� d r1 r . Y • 1 4 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 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. ASSESSOR PARCEL NO. ZONING zoo - v . (� - YJQ OWNER �s f�f2" C ��-L. �- PHONE NO. S - OWNER'S ADDRESS z Z Mwis R C Cly 'g-7 LOCATION OF BUILDING 0q:f> AnDL16, USE OF BUILDING gA2� 4MLA-1P SIZE OF STRUCTURE L p , X rib = 7-00SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ::s I C0N c (LE- '' ESTIMATED COST OF CONSTRUCTION $ 2H,COl7 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: I . FRONT fit""—✓ 2 `� a SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. 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 mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1,000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms 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 any necessary permits, inspections, and approvals to comply ith the requirements in effect at that time and before occupancy. Date — g ' O Z Signature of Owner . Permit Fee - $60.00 The above described AG Building is exempt from a b ilding permit. 315so FLOOD PAR L P.D ROOF G ISS Receipt No. Manager Building,Division �D B y White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date 3 2 z { A j.-;.:�"ria'nr.,;,,,� .',�^�v;-.1,+:?�,ti.,a;,.�C'r+�':`t,"✓4.t�"`>"',e}�'+1F.iME".'w'-�'+�`ti��x'..�'�..-s'1�..»�'^=�ie'. BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF�DEVELOPMENT SERVICES ,..� 7 COUNTY CENTER DRIVE — OROVtCLE, CALIFORNtA�95965 — TELEPHONE: (530) 538-7541 w �,�.� AGRICULTURAL BUILDING EXEMPTION PERMIT QoZ&ag PERMIT NO. 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. ASSESSOR PARCEL NO:,a�� � tJ ZONING J OWNER6I PHONE NO. OWNER'S ADDRESS 2.41 Mvt4 s A( -L f Z -1) C'I�tcv C. P qg `7.3 LOCATION OF BUILDING. .SAME A:5 $4 tl9W USE OF BUILDING r GA (Zr 1 , P �F,A; K ,SIZE OF STRUCTURE 40_I X too � _ �.� Cid SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL! CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING LOOR FTYPE ESTIMATED COST OF CONSTRUCTION W0 $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT ' SIDES ` REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. 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 mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I -declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms 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 any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date '3 ' U Z Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. 6.Receipt No. - 3 FOOD PAROL P.D. ROOFINGIS� E Manager Building Division \'C/ � JJ By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant y P S, S, �� � hYr