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HomeMy WebLinkAbout068-130-036068-130-036 PERMIT#94-2339 ALFIERI, FRANK J. x. ,J 172 WARD BLVD., OROVILLE CONT: BETTER BUILDERS I�Q1 NEW SINGLE FAMILY I 607.0768 068-130-036 MISCELLANEOUS Phtovtaic Sys Grnd GROUND MOUNT PHOTOVOLTAIC f 172 WARD BLVD ALFIERI, FAMILY TRUST, ' t 068713-0-036 ` FRANK J ALFIERI 99-0001 A 112 Ward Blvd, Oroville (AG EXEMPT -geed, e9uiPt etc) [ I=_ c� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES .' BUILDING PERMIT " 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 r WEBSITE: www.buttecounty.net\dds LICENSED_ CONTRACTOR'S -DECLARATION Contractor (Name) State Contractors License No. / Class / Expires S P G SOLAR INC 759086 / B C46 C10 / 1/31/2008 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. X 6/15/2007 ntractor's Signature Date WORKERS' 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. My Workers' Compensation insurance carrier and policy number are; I • STATE FUND 046-0016178 2006 41112 Balance Due: . $0.00 Receipt No: B2602 �.' 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: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 007 Contractor's License Law.). arrier. Policy Number: Exp. Date: (This section need not a completed if the permit is or one undre dollars ($100) or less. ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: E I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X PROJECT INFORMATION . compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Site Address: 172 WARD BLVD provisions. Owner: Permit NO: B07-0768 A'N: 068-130-036 Signature ALFIERI, FAMILY TRUST Date Permit type: MISCELLANEOUS WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 172 WARD BLVD Issued Date: 6/15/2007 By GLB " /2007008 Subtype: Phtovtaic Sys Grnd HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND OROVILLE, CA 95966 Expiration Date: ' Description: GROUND MOUNT PHOTOVOLTAI (530) 589-0537 Occupancy: Zoning: ARI/2 Contractor 6/15/2007 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 OROVILLE, CA 95965 OROVILLE, CA 95965 (530)533-5988 (530)533-5988 Other Porch/PatioTotal FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Photovoltaic System .$384.93 LICENSED_ CONTRACTOR'S -DECLARATION Contractor (Name) State Contractors License No. / Class / Expires S P G SOLAR INC 759086 / B C46 C10 / 1/31/2008 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. X 6/15/2007 ntractor's Signature Date WORKERS' 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. My Workers' Compensation insurance carrier and policy number are; I • STATE FUND 046-0016178 2006 41112 Balance Due: . $0.00 Receipt No: B2602 �.' 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: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 007 Contractor's License Law.). arrier. Policy Number: Exp. Date: (This section need not a completed if the permit is or one undre dollars ($100) or less. ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: E I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 6/15/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Owner's Signature Date �6/15/2007 - - Signature I hereby certify that I have read this application and state that the above information is correct. I agree Date to comply with all City and County ordinances, rules, regulations, and State laws relating to building WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless D SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE Butte County, its officers, agents and employees from any and all claims and liability for personal HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND injury, including death, and property damage caused arising out of, in any way connected with the issuance this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the ATTORNEYS FEES. use or occupancy cy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the CONSTRUCTION'LENDING AGENCY %, property owner or am authorized to act on the property owner's behalf. 6/15/2007 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) Name of Permitted ISIGNI Print Date , Owner Contractor OR. Agent for Owner QA or o tractor Lender's Address City State Zip FILE COPY r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATIOA7 Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name 194 First Name �o v Mailing Address 7.2 City -e eq&o State Zip Phone 530 �gc� _ 05 3 71 Fax E-mail APPLICANT iN_FORMATION Name ,06iyrOctK Address City State Phone I Fax � mail APPLIL; i; I 1 SIGNATURE k PERMIT 69 (l/ BIN # PROJECT LOCATION API 068 — /'30 Property Address S t e2U COV City ��cJ<G� WORKER'S COMPENSATION Policy Number �� / 7X._ / zoo � Carrier 1j'Ti47 If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Gi,eovv� ov,�� PIPs -0 r/0t 7A l C M -t" t -dol ©�-ooh Sq FT- Living Garage Open Cov ❑ • Structure Built without Permits (Note previous use): 7rnlog I A l I Flood Zone I x i SRA CONTRACTOR Name Address city D,eO State Zip 9 S Ci'6 Phone spa, 53 59 g? Fax (530) 5 3 3 _,5-9 y E-mail E-mail Lic. #7590 S 6 State License Number Class C/L APPLICANT iN_FORMATION Name ,06iyrOctK Address City State Phone I Fax � mail APPLIL; i; I 1 SIGNATURE k PERMIT 69 (l/ BIN # PROJECT LOCATION API 068 — /'30 Property Address S t e2U COV City ��cJ<G� WORKER'S COMPENSATION Policy Number �� / 7X._ / zoo � Carrier 1j'Ti47 If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Gi,eovv� ov,�� PIPs -0 r/0t 7A l C M -t" t -dol ©�-ooh Sq FT- Living Garage Open Cov ❑ • Structure Built without Permits (Note previous use): 7rnlog I A l I Flood Zone I x i SRA ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number APPLICANT iN_FORMATION Name ,06iyrOctK Address City State Phone I Fax � mail APPLIL; i; I 1 SIGNATURE k PERMIT 69 (l/ BIN # PROJECT LOCATION API 068 — /'30 Property Address S t e2U COV City ��cJ<G� WORKER'S COMPENSATION Policy Number �� / 7X._ / zoo � Carrier 1j'Ti47 If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Gi,eovv� ov,�� PIPs -0 r/0t 7A l C M -t" t -dol ©�-ooh Sq FT- Living Garage Open Cov ❑ • Structure Built without Permits (Note previous use): 7rnlog I A l I Flood Zone I x i SRA Butte.County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds I� O 0 0 0 O r `OCIC g National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0768 Date: 04/11/2007 Location: 172 WARD BLVD By: TMP Parcel Number: 068-130-036 Sub Type: Phtovtaic Sys Grnd Owner Name: ALFIERL FAMILY TRUST Phone: (530) 589-0537 Description: GROUND MOUNT PHOTOVOLTAIC ARRAY 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: -AKe-^17 - Fo�Q �orJ FILE Date: 04/11/2007 Butte ,County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. fly Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0768 Location: 172 WARD BLVD Parcel Number: 068-130-036 Owner Name: ALFIERI, FAMILY TRUST Description: GROUND MOUNT PHOTOVOLTAIC ARRAY Date: 04/11/2007 Phone: (530) 589-0537 Signature of Property Owner: �Date: 04/11/2007 E CHANNEL NUTS & HARDWARE RESISTANCE TO SLIP -With Safety Factor of 3 00 COOPER B -Line Resistance to Slip of Channel Nut 50 Reference page 44 for general fitting and standard finish specifications. #8-32 N221, N221 WO,N521 50 220 so 220 50 220 N721,TN221 N222 N222WQ, N522 100 440 00. 00. 4.9 ,N722,TN222 #10-32 N227, N227WO, N527 . 100 440 100 440 100 440 N727, TN2 27 A!-20 Ft424 N;2�,N�4wq,.NZ4, N724 30Q -.13 0 3.00. -1330 .. ..... 1330 TN224, BFN-6, DNS -6, BMT -6 N223, N223WO, N523, N723, TN723 450 2000 450 2000 450 2000 BFN-8, BMS -8, BMT -8 1/8'.' 16 :-F!17,20 �N;20, �V 8W9,:?9528!:) -3i W728, TN228, BFN-10, BMS -10, 13MT-10 800 600 7/16"- 14 N226, N226WO, N526 1000 4450 800 3560 800 3560 N726, TN226 74225, N225W0 7 777 :�--�­41MS-D-12,-BMT-D-12' 6670: 1000 0 .4 4 :.Y*.13 N525,NS25WO,'tNS25,BMS-i2,BMT 12 1500"! '6 `4450 N255, N255WO, N755, TN255 1500 6670 1000 4450 1000 4450 4450 N 6670 555, N555WO 1500 1000 4450 1000 EiN275,'N275WO,N775 ttlsoo 77-1-000� -TO-00 --4450 -4450 ':4450 ...445050 'N575, N57SWO 1500 7 "'6670 ]11`278, ._9 N278WO, N778 1500 6670 1000 4450 1000 44550 Resistance to Slip of Channel Nut 50 Reference page 44 for general fitting and standard finish specifications. -i - CHANNEL NUTS A HARDWARE eooPER B -Line - PULL-OUT STRENGTH •With Safety Factor of 3 -Maximum pullout strength for Bl I & B12 channels is limited to 1500 lbs. (6670 N). Pull -Out Strength of Channel Nut lab e t; as E CL .:.. E a c W � q W P'ad� H.as °c t� C, Reference page 44 for general fitting and standard finish specifications. 51 0 R#8-32 N221, N221WO,N521 200 890 200 890 200 890 N721,TN221 #10-24 : N222, N222W0, N522 250 1110 250 1110.:: ;250., • . N722, TN222 .1.110 410-32 N227' N227WO, N527 250 1110 250 1110 250 1110 N727, TN227 VC -20 FN224, N2;4,112%24 9, N524, N724, � 450 2000 450 2000 .'. ::2000 TN224, BFN-6, BMS4, BMT 6 .,.••450.:'' N223, N223WO, N523, N723, TN723 750 3330 750 3330 750 3330 BFN-8, BMS -8, BMT 8 3/8"-16 FN228, N228, N228WO, N528, N728, TN228, BFN-10, BMS -10, BMT -10 1100 4890 1000 4450 1000, :, 4450 7/ie"-14 N226, N226WO, N526 1500 6670 1200 5340 1000 4450 N726, TN226 N225,.N225W. O N725, TN225, 1/2"-13 . •. BMS-D,12,'BMTD-12 2000. 8900 ... •' 1400. ' ::.6230.. :......: •. .1 N525, N525WO, TN525, BMS -12, BMT -12 1500 6670 " 1400 ' 6230 1000 N255, N255WO, N755, TN255 2000 8900 1400 6230 1000 4450 4450 N555, N555WO 1500 6670 1400 6230 1000 3/4„-10 N275, N27SWO, N775 2000 8900 1400 6230 ' 1000 4450 N575,N57SWO 1500 6670 7400 '16230 -10004450 7/8"-9 N278, N278WO, N778 1500 6670 1400 6230 1000 4450 Pull -Out Strength of Channel Nut lab e t; as E CL .:.. E a c W � q W P'ad� H.as °c t� C, Reference page 44 for general fitting and standard finish specifications. 51 CHANNEL SELECTION CHART for Channels, Materials and Hole Patterns 00 COOPER B -Line The selection has been prepared to provide a reference for available channel, inateria s and hole patterns. Material types available for various hole patterns are def ncd by numbers j Ihm 4. Some stainless steel channels with hole pattems are available on special order only. 'Metric equivalent for thicknesses shown in chart. "j - Steel 12 Ga. = 2.6 mm 18 Ga. = 1.2 mm 2 - Aluminum 14 Ga. = 1.9 mm .105 = 2.6 min 3 - Type 304 Stainless Steel 16 Ga. = 1.5 min .080 = 2.0 mm 4 - Type 316 Stainless :oteel Properties may vary due to commercial tolerances of the material t BK style channel available in four (4) channel sizes and one (1) hole pattern only. (Example BK22H 112) Reference page 14 for general fitting and standard finish specifications. W`, 15 Channel Part Numbering Example: 1_2T0_ Channel Type Hole Patterns MateriaUE.nish Length 1311 Sli (pg. 40) GRN 120 B12 S (pg. 40) GALV 240 B22 t 1-1178 (pg. 4o) I-1DG B24 t TH (pg. 41) YZN B26 K06 (pg. 41) SS4 B32 SHA (pg. 41) SS6 B42 S58 (pg. 42) AL B52 t M (pg. 42) B54 t H25 (pg. 43) B56 1-11 12 t (pg. 42) B62 • Leave blank for no hole pattern B72 E7016 t BK style channel available in four (4) channel sizes and one (1) hole pattern only. (Example BK22H 112) Reference page 14 for general fitting and standard finish specifications. W`, 15 a E a •. U m a B22 CHANNELcoo 0 B -Line B22 -Thickness: 12 Gauge (2.6 mm) -Standard lengths: 10' (3.05 m) & 20' (6.09 m) -Standard finishes: Plain, Dura -Green, Pre -Galvanized, Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum -Weight: 1.90 Lbs./Ft. (2.83 kg/m) 15/s„ 3/8„ (41.3) 3/8+, (9.5) (9.5) 7/8++ \\ (22.2) 9/32" -�(7.1) Y i..\\ " ...,,..•..�\ X X (41.3) : \ ``\ .7252 Y 13/16" (20.6) SECTION PROPERTIES B22 1.910 (2.84) 562 .1912 (7.96) .2125 (3.48) .583 (1.48) .2399 (9.99) .2953 (4.84) .653 (166) B22A 3.820 (5.69) l . 124 (7.25) .9732 (40.51) .5989 (9.81) 931 (2.36) 4798 (19.97} .5905 (9.G8) 653 (1.66) B22X 6.649 (9.89) 1.156 1((3.62)1 12.62} 4.1484 (172.67) 1.7019 (27.89) 1.456 (3.70) 1.1023 (45.88) 1,2027 (19.71) 751 alculations of section properties are based on metal thicknesses as determined by the AISI Cold-Fonned Steel Design Manual. Y \ (41.3) 31/4+. X X (82.$) :\77 J_ Y 13/16" (20.6) B22A 15/8+, Wt. 3.80 Lbs./Ft. (5.65 kg/m) (41.3) 20 Reference page 14 for general fitting and standard finish specifications. B22 BEAM LOADING DATA COOPER B-Line `:Sesrazrccrana•:lLniHrn'<n:V:.n:��n:•.:CA.:...:::..:.::.. •. �.. .. Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) in accordance with h4fMA, with adequate lateral bracing (see page I I 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. am�in�,®naowv�m�orlry 22 Reference page 14 for general fitting and standard finish specifications. fit 1 1 1 1 l'IS1 1 1 Uiiifoim 16ad S 1 (I 11 I 922 2610 (11610) 14 (.35) 261 (11610) 2610 -Cl 1610) 12 (305) 822A 2610" (11610) .002 (.05) 2610• (11610) 2610' (11610) B22X 5790• (25755) .001 .02) 5790• (25755) 5790' 25755) 822 ` 2269.'.. :(10093) ;: '.031 (10093) '. 2269. (10093) .•'B22A ., :2610• ;:;(11610). 007.:, ':•(.18) ;: 2610!:";' ':(11610) 2610• ::. ::(1.1610) :. B22X 5790• ' 29755 :003 '' -1.07 5790• (25755 '5790• `25755 B22 1702 (7571) .056 (1.42) 1702 (7571) 1702 (7571) 24 (609) B22A 2610' (11610) .017 (.43) 2610' (11610) 2610• (11610) B22X 5790' 25756 .008 .20 5790• 25755 5790• (25755 ' ':622 1361 :. �:`(6054). ;. ::087.'':'..: (2,21) .: ; •]361 •.: ; . °(605a) .':; :. 1294 ::. ..::(5.56) :B22A : ' 2610! °° (.84) • . 2610' :. (11610) . ::2610•. ' .: • (11610) .: . B22X 5790' 25755 '':017 73 ..5790• 25755 : 5790• "'.(25755 B22 1135 (5049) 126 (3.20) 1135 (5049) 899 (3999) 36 (914) B22A 2610' (11610) .057 (1.45) 2610' (11610) 2610' (11610) B22X 5790• (25755) 029 (.73) 5790' 1 (25755) 5790• 25755) :... , .::.... ". :' ;222: •:: ; ' . :972 .::, .. (4323)...`. :.:172: (4.37) 972 •' ' . :: (4323) : '; :::660.:: `. '(2936) (1067). ,.:..:B22A ::.: 2610'..: 91 ' 2b10!.. (11610) .361.0.!::: ;(11610) 'B22X 5790• 5755 °:046 `' 1.17 5790• 25755 5790. 25755 B22 851 (3785) .224 (5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790• 25755 .068 1.73 5790• (25755) 5790• 25755 ' :;"$22 : ' : ' - 756 ' ' ` ::.:(3363) : ; '.:284 ..' . '(7.21) :: : '.599 :(2664) :.'., '.::399 .' ;.(1775) -.:.:B22A': 2)38 .•''::(9519).>. :158.:: .(4.OI)': ':2138 .(9510) :.: `.2024 .: :(90Q3):.: B22X '5790- 25755 :097 ' 2.46 5790' 25755 5790' ` 5755 B22 681 (3029) .351 (8.91) 485 (2)57) 323 (1437) 60 (1524) B22A 1924 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 5645 (25110 .130 (3.30) 5645 (25110) 5645 (25110) -1322 :::. 619. ; ; ;: (2753).,::. ..:424 .'.. :(10.77) : ::_:401 (1.784) ::':: '.::267 :';;' .:•;(1187) :'• :.(1676). ;' : B22A .. 1749 ::, `.:`(79$0).. .'.236 .':: , (5.99) .:. 1749 : ; ':(7780) ..' A 55 .: ::(6027) .` B22X 5132 22828 158: ' 4.01 :5132 22828 .5132 22828 B22 567 (2522) .505 (12.83) 337 (1499) 225 (1001) 72 (1829) B22A 1603 (7130) .281 (7.14) 1603 (7130) 1139 (5066) B22X 4704 (20924) .188 4.77 4704 (20924) 4704 20924 .-:022 , ' '524 :. ''.(2331).' :593 .: (15.06) : 1287 • :(1276) `:: :.: •,:(849). : 78 :_(1981) ;: B22A 1480 •:, :'(6383) ; : ,530 :.:. ::(8.38) ' :9455 (6472) .' .:.191 9.70: ':: (4315) •': 'B22X 4342 " :19314) :220 (5.59 '4342 19314 4270 18994 B22 486 (2162) .687 (17.45) 248 (1103) 165 (734) 84 (2133) B22A 1374 (6112) .383 (9.73) 1255 (5582) 837 (3723) B22X 4032 17936 .255 6.48 4032 (17935) 3682 16378 : • ::..• : .: : .022 :: ":.:.:' . 454 :: ':•.(2019) :•.7$9 :: ' (20.04)..' 216..: (2286) :: B22A : ':. 1283 .. :';(570?). ; ::440 :' :(11.17): : ;1093 '`•:: (4862) :: ::'729::;; ::(3243) .: B22X ' :3763 ' • '16738 .293 �,' 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 (15693) .334 8.48) 3528 (15693) 2819 12539 °: (1779) :.: 1.,013. •;.. (25,73) . :. 168 ::.. '.: (747) •: ; :: `112 ;.:.' ;(498) ..: `'..:1 2 :::..: (.2591) .'; 'B22A :: 1132 :.' :.:(5035):;_ .'..5.65 .:..:.:(14,35),.: :851 '.:: ::(3785) :. ",.SC `:` ':.:(2522) , B22X 3320 14768 '.377 (9.57 3320 14768 2497 11107 B22 378 (1681) 1.136 (28.85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) 822X 3136 (13949) .422 (10.72) 3136 13949) 2227 9906 ....... ::.'..:. :'B22 .3585:(1592) ` 1.266..: :(32.15)':. ::134.":.. ' •(596) •;: 90. .;E.':(20I (2895).. B22A 1013 : .'(4506) :.: ;:706 .: ': (17.93) .. '• 681.: :(3029) ''.; 454 .''B22X '2971 13215 ':471 11.9b `•2971 • 13215 1999B22 340 (1512) 1.403 (35.63) 121 (538) 81 120 (3048) B22A 962 (4279) .782 (19.86) 615B22X (2735} 410(12553) 2822 .521 (13.23) 2706 (12037) 1804 Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) in accordance with h4fMA, with adequate lateral bracing (see page I I 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. am�in�,®naowv�m�orlry 22 Reference page 14 for general fitting and standard finish specifications. B22 COLUMN LOADING DATA coo 0 a -Line t tS Loaded.': 11 _ I t 1 .t I 1 S 1 11 1 1 Iic ib ' B22 10454 (46502) t 4276 (19120) 10598 (47142) 1N. 10222 (45470) 9950 (44260) 12 (305) B22A 21625 (96193) 7002 (31146) 21677 (96424) 21539 (95810) 21433 (95339) B22X 46948 208835 18975 (84405) 47061 (209338) 46761 208003 46531 206980 ...:.18 B22 ..; . 9950.: :(44260) . 4153: (18473)..:: •10253. .(45607.) : 9481:: .:(42173): .8955 (39834) '' (457) B22A .'' °21433. :(95339) - 6959: (30955) .', 21551,. :(95863) 21239.. : (94476) ':, 21001 B22X 46531 206980 18859 83899 46787 -'(208119): 46110 205107) 45593 .(93417) (202808 B22 9311 (41417) 3993 (17762) 9801 (43597) 8582 (38174) 7801 (34700) 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. ' :. .1582 ;(38174) : 380Z. 16912) 9268 (41226) . 7601. ` (33811) : .6595• :(29336) 30 .:.' . (762) .. .`''B22A ':.: : 20819. :.(92607) :: 6811.' 30341) 182225) 21145. (44057).. 20279 : (90245) :.'; 19619 :{87269) B22X "' 45198 201051 18485 45966 (204200 44026 '195837 42593 189463 B22 7801 (34700) 3589 (15964) 8676 (38593) 6595 (28336) 5392 (23985) 36 (914) B22A 20397 (90730) 6728 (29927) 20866 (92816) 19619 (87269) 18669 (83044) 822X 44282 (196976 18233 81104 45300 (201504 42593 189463 40530 180286 : 822 .:' .:', ',6998. .:(31128) .. 3360 (14946) 8048 `.(35799) . .5595: '(24888) :::; 4944. :(19768) `(1067) .: B22A ';; '' 39898. ; , .(8$511)" :6.620. ;(29447) . 20537. x1353} ° 18840 (83804) 17546 :(780x8) 'B22X 43198 192154 17940 (79801 44586 (198328 40901 (18]937) 38092 169441 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) '53,92. `(23985) , 2864 . .(12740) ' 6746. :(30008) - 4090: '.(18193). ?. 3310 (14723) 54 .. .' (1371) .:. B22A .18669: ,(83044) : 6263 (27859) , 19276 (87745) ' 16920, • : (75264) .: 14782 ,(65753) :1122X 40530 (180286 16973(754")42825 (190495) 36733 163396) 32092 (142752)' B22 4718 (20987) 2631 (11703) 6093 (27103) 3616 (16085) 2936 (13060) 60 (1524) B22A 17940 (79801) 5340 (23753) 19244 (85601) 15781 (70197) 13141 (58454) B22X 38948 (173249) 14471 1 (64370) 41779 (185842) 34260 1 (152396) 28529 (126903) 822 ., ;4202 ;, :(18691) : 2434 :(10827) ; :5441. .(24203) : 3242.._(14421) ::: 2634 (11714) 66 .: (1676) :B22A ':' :17134..: :°(!6216) 4587 •' _(20404) : 187.12 :•(83235). 14521. '-(645P2) :; 11328. ;(50389) B22X 37198 (165465 12431 -(55296)40624 160704 31525' '140230 24593 (109395 B22 3791 1 (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 (175073) 28529 (126903) 20676 (91971) B22 ''', .:3456 .:: (15373) : 2116: (9412) • : 4412 , .(19625) ; 2680.: ;.(11421).: 2166. .(9635) 78 . • :(1981) B22A .: ', '.15291 . '(68018) :; 3456. (15373) •, 17496 '(77826) ; 11642. :.(51786) '; 8115 (36097) B22X 33197 147667 9366 41662 37984 168961 25275 (112429 17617 (78364 822 3176 (14127) 1984 (8825) 4037 (17957) 2461 (10947) 1980 (8807) 84 (2133) B22A 14255 (63409) 3028 (13469) 16812 (74783) 10076 (44820) 6998 (31128) B22X 30947 137659) 8206 (36502) 36499 162355) 21875 (97305) 15192 (67577 '`B22 ' ; :2936." ':(13060);: 1867.; (8305):. 3724 (165.65).; 2270. (10097),: 1816. :(8078): .9p •..(2286) . B22A :': ; :13141 :, : (• 58434) 2667 • ;(11863) .- 16077 J71514) ; .8778 , :(39046) : ; 6096.. (271 16) 422X 28529 '126903 -7227 - 32147 34903 155256 19057' 'j84770 13234 58868 B22 2728 (16583) 1761 (7833) 3456 (15373) 2101 (9346) 1671 (7433) 96 (2438) B22A 11951 (53160) 2359 (10493) 15291 (68018) 7715 (34318) 5357 (23829) B22X 25945 (115409) 6393 (28437) 33197 (147667) 16749 (74503) 11630 (51733) :B22 •:::`•• ..2545.'. {11321):;. ?1664. (7402):: 3225 (14345): 1951: '.:(8678).;:. 1542*. ';(6343) .. ;102 , ; ; (2591) . .: B22A :; : 10678.: {47498) .' 2093.:.' ,(9310) `. 14455 (64299) .' :6834 .(30399), :47.46. •;(211) I) B22X '' 23182 103118) 5672 25230 31382(139594)'14836 (65994)'` 10303 (45830 B22 2381 (10591) 1575 (7006) 3022 (13442) 1816 (8078) 1426•4 (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 ' -M2 : ;': ..'2234 ; .:(9937). �• 1494 ' (66.45) :. 2842: :(12642) 1694. ..(7535) :: 1322'* •:(5680) •114:. '. (2895).•:. ::B22A :., 'B22X :8548..: :(38023).: 1675 . :(7451) ...12630.. ':•(56181). 5471 -'(24336) ;:3799•. :(16899) 18558 82550 4539 20190 27420 121970 11877 52831 8247 36684 B22 2101 (9346) 1418 (6307) 2680 (11921) 1583•• (7041) 1228'• (5462) 120 (3048) B22A 7715 (34318) 1512 (6726) 11642 (51786) 4937 (21961) 3429•• (15253) B22X 16749 (74503) 4097 1 (18224) 1 25275 1 (112429) 10718 (47676) 7444 (33112) Where me sicnaemess ratio jLL exceeds 200, and K - end fixity factor, L - actual length and r - radius of gyration. r m Q.03. e` o `: IS ' E U E 89. C'O ': C ■ - -- 9i1110®OEm1.11i11�G�®f! Reference page 14 for general fitting and standard finish specifications. 23 "Ilv� - !. CHANNEL HOLE PATTERNS BUSH THRU B56SH SH TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart MIS THRU B56S S TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart BIISH 12 Ga. (2.6) 31/4" (82.5) 2.97 (4.42) B12SH 12 Ga. (2.6) 27116" (61.9) 2.39 (3.55) B22SH 12 G - ::1?/8".... . . .. 00) . (2' B24SH 146a.- "(1'9)' 0/8": (41.3) 1.34 1.96) B26SH )6 Ga. (1.5) 15/8" (41.3) 1.07 (1.59) B32SH 12 Ga. (2.6) 13/8., (34.9) 1.62 (2AI) B42S. 12 r (2. - . 5.4), :1.3 (2.Q2) B52SH 12 Ga. '(2 I3/16".(20.6.1.19 (20.6) '.-''1.16 (1.77 B54S 14 Ga. (1.9) 13/16" (20.6) .91 (1.35) B56S 16 Ga. (1. 13/161, (20.6) .80 (1.19) MIS THRU B56S S TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart BlIH17/8 THRU B56HI7/8 H17/8 TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart B"S 12 Ga. (2.6) 31/4" (82.5) (82 -5) 2.94 (4.37) B12S 12 Ga. (2.6) 27/16" 6 1 (61.9) 2.36 (3.60) .12 Ga..4. (.6) . 15/8' 413 t). `1-85 (2' B24S 14 Ga. '-(1.'9) .15 ./8'! :.(41.3) -1.32 1.96) B26S 16 Ga. (1.5) 15/8" (41.3) 1.06 (i.n) B32S 12 Ga. (2.6) 13/8" (34.9) 1.59 (2.36) B42S. 12 r (2. A.33 J. .(2.07). B52S 12 Ga.: (2.6) 13/1611- (20.6) '.-''1.16 r, B54HI7/8 B54S 14 Ga. (1.9) 1311e, (20.6) .89 (1.32) B56S 16 Ga. (1.5) 13/16" (20.6) 1 .79 1 (1.17) BlIH17/8 THRU B56HI7/8 H17/8 TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart 40 Reference page 14 for general fitting and standard finish specifications. COOPER B -Line 9/16" x 11/8" SLOTS (14.3) (28.6) 9/16" DIA. HOLES (14.3) BlIH17/8 12 7Ga.(2.6) 31/4" (82.5) 3.00 (4.46) B12HI7/8 12 Ga. (2.6) 27/16" (61.9) 2.42 (3.60) 2 a .12.Ga. (.6) . 15/8' '(041); `1-85 B241117/8. I a 14 Ga. .9 'tl.9): 5/8, !:: '(4' 1J)" .3.6 B26HI7/8 16 Ga. (1.5) IS/V_ (41.3) 1.09 (1.62) 832H17/8 12 Ga. (2.6) 13/8" (34.9) 1.65 (2.45) 12 Ga. (2. :.--1.39.. .(2.07). B52HI7/8 12 2a, 1,(2.6): 1.6!�: '(20.6) :1.22 r, B54HI7/8 14 Ga. (1.9) 13/1(," (20.6) - 93 (1.38) IB56HI7/8 16 Ga. 1 (1.5) 13/16" (20 1 -6) .82 1 (1.22) 40 Reference page 14 for general fitting and standard finish specifications. COOPER B -Line 9/16" x 11/8" SLOTS (14.3) (28.6) 9/16" DIA. HOLES (14.3) a-, - , 4'.. 900 ANGLE FITTINGS 000 COOPER B -Line B496 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -W1./C 85 Lbs. (38.5 kg) (60.3) 67/8" (174.6) '9/16" x 29/16" sw*r (14.3) (65.1) i. (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -W1./C 68 Lbs. (30.8 kg) B496-1 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG -Wt./C 58 Lbs. (26.3 kg) 1:23/8'. . g, . ................ :(60.3) 47/g, (123.8) ...... .... 9/16" x 29/16" SLOT fX� (14.3) (65.1) 17/8,, (47.6) B461 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wi./C 87 Lbs. (39.4 kg) 21/4" 31/2" 31/2" (57.1) (88.9) (88.9) 13/321, 1/2" 2.7) 9/16" x 29/16' SL01' ) 9e'x 29/16" SLOT (65.1) 41/8"/i (104.8) (14.3) (65.1) z B113 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 256 Lbs. (116.1 kg) B109S TWO HOLE TAPPED CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 33 Lbs. (14.9 kg) B371-2 THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 61 Lbs. (27.6 kg) 15/16" (33.3) 9/16" X 1 1/2 " SLOT 1-, (14.3) (38.1) k 25/8" (66.7) 37/8,, (98.4) B112 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 180 Lbs. (81.6 kg) 9/16" X 11/2" SLOT (2) (14.3) (38.1) 1 31/2" (88.9) 4 (101.6) 65/8" (168.3) B521 TWO HOLE BUS DUCT ANGLE -Standard finishes: ZN, GRN -Wt./C 37 Lbs. 06.8 kg) 9/16" X 1.1/2" SLCrr.(2)5/1611-18 TAPPED (14.3) (39.1) 33/4" 17/8" j (47.6) 1(47.6) 6 (152.4). 5w, (41.3) (50.8) z Reference page 58 for general fitting and standard finish specifications. 67 �.,, - ,. mow• ANGULAR FITTINGS B147 -B152 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN 1� G B243 -B253 FOUR HOLE OPEN ANGLE -Standard finishes: ZN, GRN COOPER B -Line 311/16" (93.6) 318" (88.9) � B162-6165 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN d A" e V cci 20 B154 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN, SS4 -Wt./C 58 Lbs. (26.3 kg) 3" N"'� 76.2) 11/ (58.7) 27.0) ki ...A (235/16" 1/IG" 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/R„ (47.6) �A 35/8" (92.1) A 13/4" ,..._ (44.4)' ' (.41.3) ... dr B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN -Wt./C 100 Lbs. (45.3 kg) INlaY'p1MTii0 1'�IS�61m®i6f C8 Reference page 58 for general fitting and standard finish specifications. MODEL KC20OGT THE NE'W VALUE FRONTIER civ,, yr ICyOCERa . - r��r rvr KC20OGT o Zvi HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC G� MODULE U oL LISTED HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and, a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC20OGT is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems QUALIFICATIONS " ■ MODULE ■ FACTORY UL1703 certified IS09001 and IS014001 , PERFORMANCEMARRANTY 1 year limited warranty on material and workmanship 25, year" limited warranty on power output SPECIFICATIONS ■ Electrical Specifications MODEL KC20OGT Maximum Power 200Watts Tolerance +10%/-5% Maximum Power Voltage 26.3Volts Maximum Power Current 7.61Amps Open Circuit Voltage 32.9Volts Short -Circuit Current 8.21Amps Length 1425mm (56.2in.) Width 990mm (39.Oin.) Depth 36mm (1.4in.) Weight 18.5ka (40.7lbs.) ■ Thermal parameters Nominal Operating Cell Temperature 47°C Isc Current temperature coefficient (3.18x 10-3) A/°C Voc Voltage temperature coefficient (-1.23x 10-t) V/°C Note: The electrical specifications are under test conditions of Irradiance of 1 kW/M2, Spectrum of 1.5 air mass and cell temperature of 25°C Kyocera reserves the right to modify these specifications without notice. ■ Physical Specifications (Unit: mm) J 990(39.Oin.) 36(1.4in.) 946(37.2in.) 22(0.9in.) 22(0.9in. Q� N� 1 in N em Ln 4 5 N v, i L 36 (1.4 in.) -(Long term output warranty shall guarantee that loss of output is not more than 10% of the minimum warranty value of the product specifications within 12 years and is not more than 20% within 25 years after the purchase of the product by customer. The output values shall be those measured under Kyocera standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocera.) MODEL KC2000Tr'=' ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module Current -Voltage characteristics of Photovoltaic Module KC20OGT at various cell temperatures KC20OGT at various irradiance levels 9 IRRADIANCE: AM1.5, 1kW/mz 8 7 6 75°C 50°C 25°C Q 5 c N M 4 U 3 2 1 01 1 0 10 20 30 Voltage (V) 9 CELL TEMP. 25°C 1000W/m, 8 7 800W/mz 6 a 5 600W/m2 c 5 4 U 400W / m2 3 2 200W / m2 1 0 0 10 20 30 40 Voltage (V) QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. *Thermal cycling test. • Mechanical, wind and twist loading test • Thermal shock test • Salt mist test • Thermal/ Freezing and high humidity cycling test • Light and water -exposure test • Electrical isolation test • Field exposure test • Hail impact test Please contact our office to obtain details without hesitation. 19I(YOCERa KYOCERA Corporation ■ KYOCERA Corporation Headquarters • KYOCERA Asia Pacific Pte. Ltd. CORPORATE SOLAR ENERGY DIVISION 298 Tiong Bahru Road, #13-03/05 6 Takeda Tobadono-cho Central Plaza, Singapore 168730 Fush imi-ku, Kyoto TEL:(65)6271-0500 FAX:(65)6271-0600 S(8)604.TE17Japan 3476 FAX:(81)75-604-3475 • KYOCERA Asia Pacific Ltd. http://www.kyocera.com Room 803, Tower 1 South Seas Centre, 75 Mody Road, • KYOCERA Solar, Inc. Tsimshat uEast, Kowloon, Kon TEL:( 52)21 237183 FAX:(8 2)2 244501 7812 East Acoma Drive Scottsdale, AZ 85260, USA • KYOCERA Asia Pacific Ltd. Taipei Office TEL:(1)480-948-8003 or (800)223-9580 FAX:(1)480-483-6431 10 FI., No.66, Nanking West Road, Taipei, Taiwan http://www.kyocerasolar.com TEL:(886)2-2555-3609 FAX:(886)2-2559-4131 • KYOCERA Solar do Brasil Ltda. • KYOCERA(Tianjin) Sales & Trading Corporation Energia Renovavel LTDA, Rua Maurisio da Costa Faria, 85 Add:19F, Tower C HeOiao Building BA GuangHua Rd., 22780-280, Recreio, Rio da Janeiro, Brazil Chao Yang District, Beijing 100026, China TEL:(86)10-6583-2270 FAX:(86)10-6583-2250 TEL:(55)21-2437-8525 FAX:(55)21-2437-2338 http://www.kyocerasolar.com.br • KYOCERA Solar Pty Ltd. Level 3, 6-10 Talavera Road, North Ryde N.S.W. 2113, Australia TEL:(61)2-9870-3948 FAX:(61)2-9888-9588 http://www.kyocerasolar.com.au/ • KYOCERA Fineceramics GmbH Fritz Muller strasse 107, 0-73730 Esslingen, Germany TEL:(49)711-9393417 FAX:(49)711-9393450 http://www.kyocerasolar.de/ The contents of this catalog are subject to change without prior notice for further improvement. LIE/l07M0601S5SAGK (Recycled Paper) EEZ Input data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Recommended PV power 3000 - 5000 Wp 4000 - 6300 Wp 3600 - 5500 Wp Operating DC voltage range 150 - 450 V 150 - 450 V 150 - 450 V Max. DC input voltage 500 V 500 V 500 V Max. usable DC input current 26.1 A 33.2 A 29.3 A Output data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Maximum output power @40° C 4000 W 5100 W 4500 W Nominal AC output voltage 240 V 208 V Operating AC voltage range 212 - 264 V (240 +10% / -12%) 183 - 227 V Maximum AC current 16.7 A 21.3 A 21.6 A Maximum utility back feed current 0.0 A 0.0 A 0.0 A Maximum output fault current 35.2 A 35.2 A 35.2 A Nominal output frequency 60 Hz Operating frequency range 59.3 - 60.5 Hz (60 Hz nom) Total harmonic distortion < 5 % Power Factor (cos phi) 1 General data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Max. efficiency 95.2 % 95.2% 94.4% Consumption in stand-by < 0.15 W (night) Consumption during operation 15 W Protection Type NEMA 3R Cooling Controlled forced ventilation Size (Ixwxh) . 28.4x16.5x8.8in(720x418x223mm) Weight 42 lbs. (19 kg) Ambient temperature range -5 to 122 OF (-20 to 50 °C) Integrated DC and AC disconnects standard UL approved DC & AC disconnects Protections Ground fault protection Internal GFDI, in accordance with UL 1741 DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741 Over temperature Output power derating Surge Protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class A & B Anti-Islanding protection UL 1741 Ground fault detector and interrupter Compliant with NEC Art. 690, requirements,. UL 1741 Miscellaneous, + _ 0 Maximum AC over current protection . Two -pole, 30'A circuit breaker AC wire sizing Use maximum AWG 6 19 OF (90 °C) copper wire DC wire sizing Use maximum AWG 6 194°F (90 °C) copper wire AC disconnect 32 A DC disconnect 40 A Warranty 7 Years; 10 Year extended warranty available Distributed by F�anius Fronius USA LLC Solar Electronic Division 10421 Citation Drive Suite 1100 Brighton, Mi 481.16 E -Mail: pv-us@fronius.com www.fronius-usa.com y . u u V V v V [FROMOU0 ou, -, GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS _J Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected inverters making them both easy and cost-effective to install. More Energy MIXTm Concept allows your system to output more energy under part -load conditions. WX Integrated UL approved DC & AC disconnects which reduce installation time and complexity - often eliminating the need for additional disconnects. LCD Display User-friendly and comes standard with every FRONIUS IG; tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 watts, these inverters deliver more power output for higher performance installations. V� Fronius has been in business for over 60 years and has more than hn s ✓ C., v Standard 7 -Year Warranty (10 -Year Extended Warranty available). ® �6-Uu-o (Uu w� � V 0 J n�I':+ .0 r V U,ZI V 0V V UG,, 1.00 1 t �° 8 y . u u V V v V [FROMOU0 ou, -, GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS _J Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected O POWERING YOUR FUTURE inverters making them both easy and cost-effective to install. More Energy MIXTm Concept allows your system to output more energy under part -load conditions. Lower Cost Integrated UL approved DC & AC disconnects which reduce installation time and complexity - often eliminating the need for additional disconnects. LCD Display User-friendly and comes standard with every FRONIUS IG; tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 60 years and has more than 200,000 FRONIUS IG inverters installed worldwide. Warranty Standard 7 -Year Warranty (10 -Year Extended Warranty available). O POWERING YOUR FUTURE BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT MIT NO. %77-eool 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. j �a �3 ZONING Ate i OWNERFrq4�K A F16 -A PHONE NO��® SY - 7 OWNER'S ADDRESS > v� ® / I 4 LL LOCATION OF BUILDING �l✓� � llL.6` USE OF BUILDING 62 U I�`"✓�i2g&Qe\ - R SIZE OF STRUCTURE X _ SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OFSItP�ING U/0 Ob ROOF COVERING 0 &&6/ FLOOR Tyeg ESTIMATED COS.T�pF CONSTRUCTION $ 004. �- AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: r - FRONT ^-� SIDES REAR 922 A"44-✓ 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. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above 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 req 'rements in effect at;hat time and before occupancy. Date % 7 Signature of Owner Permit Fee - $60.00 The above described AG Building isekemp, r m a bui FL PARC Receipt No. `- 7 9152 Manager Building Division CALL By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant it. Date ` Cj7 RESIDENTIAL - 068-130-036 PERMIT#94-2339 ALFIERI, FRANK J. { 172 WARD BLVD., OROVILLE CONT: BETTER BUILDERS NEW SINGLE FAMILY -7 1,95 Owa���� �\ V/l rr OFFICE COPY Address { i CELECTR,LC 7 Meter By %f .2e—_y'21 JOB FINALED (Date) Signature P V=OK O=Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped S. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16, Insulation Date/Initials PLUMBI irmit OK except #'s 1 a -ter Htr.; Vent -Access -Combustion Air -Baffle 1 atTest & Anchor -Nail Protection 140-15'.W.V.; Test -Fittings & Anchor -Nati Protection `�19�Shower Pan; Test, First Floor -Tub Access 44 2 Te b & Shower, Second Floor -Tub Access , as Pipe; Size & Anchors Date/initials Fixture & Transformer Clearance -Ins. Protection J Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/GFI P8 Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No Service -Riser Conductors & Ground -Main Disconnect 1 Equip. Clearances Panels -Motors -Mach. Equip. Clothes Closet Light -Shower Light -Spa Light moke Detector Date/Initials MECHANICAL Permit OK except #'s 34'A.C. Ducts Insulation & Support Vent Fan; Exhaust above insulation ndensate Drain & Overflow; Size & Grade Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet ttic Access & Platform if Furnance in Attic Date/Initials FRAMING Plana OK except #'s 39.­S1_per material & Anchors W- alis Studs -Nailing, Spacing & Bracing -Plates -Sound Bgering Wells over Girders & Floor Nailing DyArMop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub J"4 Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) a ers-Post Caps -Anchors -Connectors 0 --ting. Joist-Rftr. ties- Puri In=roof Brac-Truss-Shthng.-Rfng. X. Fireplace Ties or Type A Flue -Fireplace Throat clearance tic.•Access; Size & Romex Protection -Draft Stop -Ina. Baffles �cm' Windows or Exiting Doors -Sill Hgt. & Dimensions 5 . Garage Fire Protection Framing a_I—Property Line Firewall & Openings yDoors-One 3' -Check Garage -3rd Story, 2 Exits 58 Stairs; Width -H ' droom-Rise-Run-Landing-Fire Protection plywood on R f Overhang -Attic Vents -Rafter Outriggers 412> Siding -Nailing Veneer ta_ r. Wac2_;;esh-Drip Screed -Fd. Vents-Underflr. Access ff yT�l Zrng Area -Glass Protection -Skylights -Plastic She Walls• ailing -Bolts Haul on al s flings 60. I tration- ells -Windows T Date/Initials FINA4P,ia s f OK except #'s Steps -Door & Sidelight Protection -Landings oke Detector Furn ce; Vents -Clearance -Comb. Air-Connector- Jnarage; Above Floor -Ducts -Mach. Protection riW Besir6om Exitina Bath Fixtures & Tub X6. Wc. Trim & Subpanel; Breaker Sizes & Labels t Ira & Rails Fi p18ce or Stove; Clearances -Hearth LAI?-"Elep,,6utIets at Wood Panel; Int. & Ext. Appliance; Grnd: Air Gap -Cooking Clearance Sf-EWC. Outlets & Receptacles at Kit. Counter 4' Wtr.J.1 r.; Vents -Clearance -Comb. Air-Connector-P.R.V. i to Garage; Above Floor -Mach. Protection Elec. & Mach. Equip. Listed for Location lec. . eceptaclea in Garage; (G.F.I.)-Romex Protection ,7,7 09tion-Foam-Looked in Attic ❑ Yes j0e,'Guerd Rails & Deck Construction -Post Caps 71D!Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor U Yes 80. Following instld.; Drive ❑ No; Walks ' Yes ❑ No; Planters ❑ Yes Imo ieh C. Unit;,Disconnect, Electrical, Plumbing 9Yrents Above Roof; Plbg: Appliance -Fireplace: Clearance to /Openings connect, Electrical, Plumbing :8 to rac. Trim; G.F.I. Receptacle -Underground e lotion Throughout House JaP'Glass Protection 88. Corrections from Previous Inspections ars Tagged; Gas -Electric Water & wed -C/O to Grade -HD Approval QW -energy compliance Certificate -Other Certificates Comnwnts at nal: V=OK O = Not OK„ Not = otReadyable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /"U ft. / /"Net. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line ` 3.. Gas; MH Test -Demand -Valve -Connector . 4. Electricity; MH Test -Crossovers -Breakers -Clearances - t 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting. Distances-GFI S. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test �I PLACE RECORD OF QUALIFICATION ` PHOTO HERE NAME JaftleS Iverson ss No. 567-70-7743 STREET 2650 Lull Ave CITY Palermo CA 95968 ZIP _g59tiR DATE__ -_6/j 7 A3 CENTRAL WELD AGENCY, 916 115 0195 1177 PAL.ADW ST. SAC.. CA 9S9,rl WELDING PROCESS SMAW PIPE ---N& ' PLATE —A3� fF1�Y`, POSITIONS 4 < y� 'I. ELECTRODE SIZE !I CLASS-- F4 `; STAMP QUALIFIED PER AWS RA n CWA SIG RECORD OF WELDING CONTRACTOR CWA DATE SIG." Jim Iverson & Son We- -12/89 Same .6/90 Same —1-27-90 .+ Same 6/91 4 Same< 12/91 12/926/93• 6/94 .12/94 6/95 NOTE: This card must be returned /or documentation every 6 months, UUVAL BLACKSO.." .! 6609 Upper Palerim) Iid, Oroville, CA 95966 (916) 533.0544 �eYe- �rC u1e /a Me Jr� 6 t COUNTY OF ;BUTTE' BUILDINP�DIVISION DEM'.W:� NT OF DEVELOPMENT SERVICES-, 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE O N4G R — PERMIT N0. 3ti A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please] �ontact this office immediately.' Date Inspector p REV 10/ 2 ' r COUNTY OF BUTTE a BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 i CORRECTION NOTICE "e & ; _ `� "Y — 2-.33 NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. FA Date Inspector Z REV 10/ ,. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. :1 A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when' -correction of work is completed. If you have any questions pertaining to this m tter, or need additional explanation, T ; please contact this office immediately.. 44A 4� 15> a' e— cv; � �lh DateInspectoru REV 10/9 r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Al FZ7(5- Aj- OWNER � -z3 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ,C�-7� Li�'�-- COUNTY OF BUTTE. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE �qy-z 3 OWNER PERMIT 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 an 'uestions pertaining to this matter, or need additional explanation, please contact this off' immediately. Date —(IL-4 /I IJ Inspector REV 10/92 4 - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 ,W �7 Coun`fy Center DNVe, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE AL OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address ands ould be corrected. Please notify this office wFien correction of work is completed. If you h e any questions pertaining to this matter, or need additional explanation, pl as_e-contact-t office immediatly. fit, sa 1y ♦ �l � Tom - Iv BVCr_ a. .01 t % %ala e'r A rZ IfAi:­ f�_yc.-�' r i Date �f Inspector REV 10/92 Owr)er:�,4 -t le -r- Permit No. E N E RGY C E R T I F I C A T ION 172 Ward Blvd., Oroville LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material FTRFRC;I ASS RATTS Thickness(inches)r,po CEILING Batt or Blanket Type FTRF_RCLASS RATTS` Thickness(inches) 12n Loose Fill Type FihPrnla-q-q Minimum Thicknesi(Inclies) 16" Area covered(ft. ) 1775 FLOOR, ELEVATED Brand Name Thermal Resistance (R Value) Brand Name SCHULLER INT`. Thermal Resistance(R Value) R19 Brand Name SCHULLER INT. Thermal Resistance(R Value) R38 Brand NameSCHULLER INT. Number of Bags''54 Wt. per bag 27 lb. Thermal Resistance(R Value)R38 Material _FTRFRGIASS RATTS ;Brand NameSCHULLER INT. Thickness(inches)-File' Thermal Resistance(R Value)R 9 FLOOR, SLAB Material .Brand Name Thickness(inches) Thermal Resistance(R Value) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. LOERKE INSULATION CO., INC. 499150 FIRM NAME/OWNER STATE CONTRACTORS LICENSE NO. 'iZwj'-'4 , iW"' & August 16, 1995 SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby, certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State,. . of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. - �Jl�gn �t.r�fi�lcn �G�.Sf FIRM NAME/OWNER (Please print) SIG URE &F GENERAL CONTRACTOR OWNER STATE CONTRACTORS LICENSE NO. �a -,/8-sem DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 CERYIOF ��\31E OF TIMeF a I Q 9UAL,1F1IE0 'L10EF$SEIE ® Z CONFORMANCE HE UNDERSIGNED MA NUFAC TUBER HEREB Y' `CER TlFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSUAITC A190.1-1983, Structural Glued Laminated Timber, and .that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. + JOB NAME: JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO. 14.167 DATE 5/7/87 MFGR'S ORDER NO. 13766 Members have also been manufactured to the mnre.restrictive provisi onsTo f P.S. 56---773 SIGNATURE _-_u�L!'y% 11G-"�'i�-'�'�' COMPANY Riddle Laminators TITLE0I.lality Control ADDRESS Riddle, OR DATE -'_5/20/87 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable, manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 3 712 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RF_CV_'4V-T) I KF, �c, gR. SALES © 1963 AMERICAN INSTITUTE OF TIMBER CONS"1'RUCTION 06/06/96 09:39 $ 916 5$9 2942 KELLY RIDGE EST RECORD OF MELDING REC005 OF QUAIIFICA110M CWA Pl. A CF FROM NAME j 1CrtLalv ; � HERE .- STREET 1�5U 11L�Il.AY_[3-- prr. _ PaleL>nO,._�A 9$948 _ . — xlP CENTRAL WELD AGGNCV. 1s uS•orvf 401 AA ADE11A ST. LAC.. LA 1541 • i WELDING PIPE�B�,..,PLATE �.A��L—,.1HIZj��1— -r NOs+TION.S AG Udjj ELECTRODE- )Q018 CWA-•----- COUTAACYOR sa. OATC Ji.m iviewc4n & Son It- 12/89 5amc G/9U 12/90 Same 6/91 Same 12/91 ��� I - _.. 111 12/92 IL anr_ 6/93 12/93 Sa11tC G/99 'Same 12/94 Same 6/95 HOrE: Thiscard must he retyrned fat docueent•tion evety d months. P.01 4ON TUE MM T JU,FRI.SA.T 13 0 9D 0 El EYP.M 0IpldK-P' f. 1 1*1 COPY/CASH $ALE RECEIPT, M'LOADED ATAKAUX"W' BUILDING CENTER -1�100 BOX 689' P 014,100, C65 CA CHICO; CHIC& -&A. 95927 O'YES" 0 140 ,.,,.(91,6) 342-1886 SALESMAN:- QWVERED By CONTROLJ 01- APPROVED BY: CHECK�­ t •B.C.—I-*coo�y] STORE NAME/N UMBER 7; ""MY, Ek INYS'FM NEEKSik ..4 SOLPSHIPTO:, (SAME AS SOLD TO UNLESS NOTED BEL TO: 'BETTER BUIL MAIN POW Aj.4-10 MMOB-UIERILL—AARD V �z 526310 DRIVE .,.1263 ROYAL MU 4;, X blik EN �. ,% -.,j 'bate.. gal; f,._ vvih o J.JgV94 'I, , '. ESCRI "a 0 't N 'RNNIz TMICE91AIRT I' term ?6184F2_:. PIE �. ,% -.,j 'bate.. gal; f,._ vvih o J.JgV94 CMARGE. SEE REVERSE SIDE FOR WR CONDITIONS. DATE: AD/NG CENTfR- I E. 20th ST. - (916) 342-1886 '0, CA 95928 BOX 689 :0, CA 95927 UNT ITTED: $ SE SIDE FOR IMPORTANT INFORMATION IGHTS TO DISPUTE BILLING ERRORS. 'I, , '. ESCRI "a 0 't N C., TMICE91AIRT %-WSI ?6184F2_:. L80-_ 46&- A757. '78 2618R.� 56. 56 2X6 18 42 BT RV,` Xle:!JBDF FUtLITI,*1,1-1, 1175.,M W30 14' Mw Alm r.?_T 70S 7- �.- I M-1 REEL 4C) r' t ggfi J, F 74 77 - F, 71"M Z T M !4 g CMARGE. SEE REVERSE SIDE FOR WR CONDITIONS. DATE: AD/NG CENTfR- I E. 20th ST. - (916) 342-1886 '0, CA 95928 BOX 689 :0, CA 95927 UNT ITTED: $ SE SIDE FOR IMPORTANT INFORMATION IGHTS TO DISPUTE BILLING ERRORS. .1Eli nts are subject to LIQUIDATED DAMAGES I I IUM -LIQUIDATED DAMAGES_ of .50 NEW BALANCE AMOUNT DUE ..00711548-58 EDCUSTOMER COPY no MUM BUILDING CENTER 'I, , '. C., .1Eli nts are subject to LIQUIDATED DAMAGES I I IUM -LIQUIDATED DAMAGES_ of .50 NEW BALANCE AMOUNT DUE ..00711548-58 EDCUSTOMER COPY no MUM BUILDING CENTER b®��BriOV: 777 ' LOADED BY -, UR� 'BUILDING CENTER: BOX689 (� CHIC C. CHICO, CA.95928 YCA: 95927 , ? rEs O HQ 4 (916) 342.1886 r SALESMAN t A ..i� DELIVERED BY_ i f i1 : i I.' ( � •_ � i c i h t Y� W 0 APPROVED 6Y A D RED oj=S INVOICE *#WR TO i#}](" 11EF1(S I�IICO y. LD $OLD s t SHIP TO (SAME AS SOTO UNLESS NOTED BELOV� E�To ., BETTER BUILDERS BETTER BUIt.OERS Ct1N5T. , oab Amoum O`? T ;JOBcifIERI/ a NAAD.BIV ' i flRtNa;ACCOUNi- -., x t 5263SROVAI.' AKS DRIVE 52b3 ROYAL:DAM DR t , i"gip *jE, fy1 $5 OROVILLE, CA.� •kr.�r. 41 v: ;.t!`,1i:1 bi+Mr�r4KA.i, i,• 4rji[*:.i.;E, art;<.fr {J: '. i�•`.fl3 ltfi :"{fk' ,NS:.'. 1i:'t1F 'hate;ta ed '� �' ��' T :T � � � 5awi: Wa°•"rrm�.'• : r .�8 bui,id„ei G9o• s•quenoi tro r. to 574:68 . : t '�fETTBU44 51@43818:2 588?58 18995, 13� 'hate;ta ed 'bate`belWored T 011S 5 � • I • : r .�8 Oideied /P.O: NQ'- `. JO P. teRmace.na, _ o■ r HIII �1,ait� r 175413 1/1�VL ,'s�F, rh n° } '1Fs ,Yt �.� � MNUMBER 'DES,CRIPi Ufa ~ r FpR1�tu EXTENSION' 'BCISO '� �` 34..F�.�34.1 �5rf/2X16`_VER6gl.iV4+=.,� �4•E8a X16..988/ x'574.68.''. �` ' 1. F,,, �9•� '+:4�'s . - tt?�,�1. ' :5'<1i,(F,+h ?ii 's�!�hF"� 4,17+ s� `#aZ(tiA.�g �rl'yi. {�' + n „!. rt t :•' ";96` �'�.' 1t �a�� .[ri�n1. i±.yi �W?+:���?',i�lliK. �(� t��. "_'_",: >YS,t3L >T�'�yy'�'4`wi°� v(. trri 'r� P. "'•.Ct "+`%+ fF: A� +�s E1^.'tr �'t`!ih' fw�} i! "(`}'' Y'i'i`i, s1.h �ei�"i•:.e� vtC�s•..Ct Y a'}Q '�t.r—+r+-+�-•-+�—• � . � •>C1 v a t � � �� _ r , �y �y t•. . t a 4` �. ,+'., i . �• '' •�._! 'cit ,rytd.hrr' ��} tY i" ;C A00 � ! • �, ; .r a ,t±.r.• j �}. I ... � x•rik �,' r:•` . , t, ' '• �, Hid'. f I': r:. '� •:.x: k i,... r.: t• ,wtw�`w �n f L 1(„n .c' tJ ar` ...,. ,:.�... '+•' .* dr 77Y � ” Lp V. ;j' . . 4 0� RKM SMSJECT TO A.itE ;f, i3. SUE -TOT x t t✓ {n -'iat T 04AX • I • : r .�8 r r. to 574:68 .: 616.26 : t ” Lp V. ;j' . . 4 0� RKM SMSJECT TO A.itE ;f, i3. SUE -TOT x t t✓ {n -'iat T 04AX • I • : r .�8 725 41:66 to 574:68 .: 616.26 : t * rid' '�'-rz 9���p..t t ,rr • h r �4. 44 taiYsTVVJ OADED BY \ BUILDING -CENTER er ' 1100E _ 2 CHICO0th iT P O' BOX 689 r r CHICO CA 959?8 / (CA 95927" NC (916)-342-18664'- SALESMAN YES 0 REDS CONTROL'NO APPROVED BY DATE DEUVERBD - <, CA Mme Et(S CHICO INVOICE �ELC� TO t4EEKS"+ ~: t SHip TO (SAM ,AS SOLgaO UkE8 NOTED.BELOVh. `SOLD BETT6:BUIl tiERS K ` BETTS + pUILDER9 COIST. "` " BLV ' c o o Amand r „ To A 3 a IEBU �YARD 4 ;14AiN' ACCOLBlTw !wr IlR , ?' ROYAL BRIVE '' 3ROYFB.OyA\EGR `4 tip, st, CROVILLE& 444 CA '•S"•4�3!'�?S,MTtrE:N�`�.ss vy+s?`S?SO'n:t,Fs llJ.jy (lly2+i�,:�k°t�i,y,i •✓rx'"t'�`�' •:' "'r?��h. (' . wnnen Taim J p��1AtBn{dE 'Oath Dell�er8d -;* ' Cusl,me,doEa Savo -No ._ �� BETTBll44 F�SsS •99527 sal �1 !a6�1@6 ;llA6 Y'�( job, BE • Es n\, ,lnitlah •r r � .Sakesman - alemd IP O r10..' �� ��57� � � 7FX f.:r � ' i i �q�� .a s7- nk rt•Ff 1` �% K. .� �. -= 1 •� i•%�t', q w';f+ Lir` r }i 7'%Y'^ .•.2 f, t \i i�1.#. Y AFM• 1�} u .. N .; i. �'Y r..:yr. , .. 'UNITS • ��a�cE�vNrr sxtEr�stoH DESCRIP`I-M S MNUMBER t ,,:: S 5�1�1V�r•Oi„ +r+1',t 1} "�fS �k1f ti:j�tf fSO WWI �iHV�{N7,C!•aN1a4 t+: QG W . 6611. r y .. a2 • t 2.6 6 !2 i!" b BTR':D� S4S �fi�.!^1'++�•` ,�; _.• �6[6[��`i/•((� . ,,� �n+s. 3:bX6��6 �1 E BTR+DFyS4S �?.. �#� �1�4'•� z1�5A.�fMBF.� �3�1�54.5��0:1 f , 66l6f11-`ti rf �j s� y ^^�'� �Q,�..��,����+���yy����•}yrySi�, .i Ww' ......... ti 8�X12� LM 5126' e— r DELIVER, IN BRCK t+ty v n � FT �` P i A, J -w lr +� !.• K j Mz \ [ �Y�' n�N -!J �4.r•irf 4l�rr s. � ��. Y'. a+�: ' ; 6 . .p j, , h. A+ Mr i .. ��iL.... ,.-�.• , `3. it -' ... .. .45- j J-�o 10 ,r T -•_ ! .. �•i !. `�4. < �,yi�A4 pf-'r r"'"i,�:s :.Ns �d '.M1� � ~wsrir�}•i -r� w._ Ntrt +�•i - - .. 99 r k�' G ♦ �;'� � � r :xs � t f,'±.$c ,1 .. + al ,.> �'-tr, p 1'6 A�rNfird •• !"r +' a dry P - � t. Y ! I}`� � y+:✓ Y. s -~ x Y . _ '•T 'uERCHWISE RETURNED SUBJECT TO A•RE' - -kZ,: ,, -�� _ .*;. • • BEE;REVERSE SIDE FOR TERMS & CONDITIONS. SQ9-TOTAL 95 3799 . � • � 260.25 Y s��A, • •{� .s f, I ff',. Jr '� .1 v •, , `fid ti , � .. .. • le +rAM:­iv PICK UFS 77 LOADED BY. MEE, BUILDING CENTER �C"E .01) BY CHICIE. D 00 20tH ST' -1 P.O.'BOX 689 CA CA. 95927 K 95928 0 YES • 0 NO (916) 342-.1886 -­ SALESMAN: -n DELIVERED BY CONTROL NO. APPR OVED BY: �T� 58B�2guvm!) t S C a kit: u,0111ORM U ACHICO . . INVOICE *ff&KR BOW SUWv Ay*** m SHIP TO: . (SAM AS SOLD TO UNLESS NO SOLD:BETTER JIO. mm. BUILDERSEf TO VAIN `ACCOUNT -ROYAL OWS DRIVE - W63 1TAL OAKS DR OWVILLE,l_CA POVILLF4, CA 9M Mw pffoarxlK;Ih milva* q.-np�j ­ .14 Imp3munmEJ, Ordered 6 _y/P QLN *E e*,L -i,,';b*' 51 .7 RIPTIORNTW, 'luNnTaw QN)Tr, EMNS10K, n itulplV iv, I k-, ll:�, TSO, -T Z I . . . . . . . . . . �lk a 2ER A 3 7 ar PEN �Z E� vvp --bjpAl `4:14r" th `W vu 04 r 7, W. �. P�v 14 t.ww�jv! y 17 L Ma-li IT, tou )Ra =71-7 ZEE "m TF fiRE'RN 7 m E:T zz- mm V-,_L� 7r. �k �;a wMat I . MRORTANT: ALL MERCHANDISE RETURNED SUBJECT TOA RE- '. STOCKING CHARGE., SEE REVERSE SIDE FOR TERMS & CONDITIONS. SEC -D. By DATE. . . . .... I hei 1 .71 DtTrmisae t", Mae P194 L '4 0 .4- S. 1*" 1 %8L L 6 T Y Tam 0 A IkEll I KAbA4' 51.89 755.778 Hl milva* q.-np�j ­ .14 Imp3munmEJ, Ordered 6 _y/P QLN *E e*,L -i,,';b*' 51 .7 RIPTIORNTW, 'luNnTaw QN)Tr, EMNS10K, n itulplV iv, I k-, ll:�, TSO, -T Z I . . . . . . . . . . �lk a 2ER A 3 7 ar PEN �Z E� vvp --bjpAl `4:14r" th `W vu 04 r 7, W. �. P�v 14 t.ww�jv! y 17 L Ma-li IT, tou )Ra =71-7 ZEE "m TF fiRE'RN 7 m E:T zz- mm V-,_L� 7r. �k �;a wMat I . MRORTANT: ALL MERCHANDISE RETURNED SUBJECT TOA RE- '. STOCKING CHARGE., SEE REVERSE SIDE FOR TERMS & CONDITIONS. SEC -D. By DATE. L7--{lBrjgt Tq 1 704.69 IkEll "rM q.-np�j ­ .14 Imp3munmEJ, Ordered 6 _y/P QLN *E e*,L -i,,';b*' 51 .7 RIPTIORNTW, 'luNnTaw QN)Tr, EMNS10K, n itulplV iv, I k-, ll:�, TSO, -T Z I . . . . . . . . . . �lk a 2ER A 3 7 ar PEN �Z E� vvp --bjpAl `4:14r" th `W vu 04 r 7, W. �. P�v 14 t.ww�jv! y 17 L Ma-li IT, tou )Ra =71-7 ZEE "m TF fiRE'RN 7 m E:T zz- mm V-,_L� 7r. �k �;a wMat I . MRORTANT: ALL MERCHANDISE RETURNED SUBJECT TOA RE- '. STOCKING CHARGE., SEE REVERSE SIDE FOR TERMS & CONDITIONS. SEC -D. By DATE. SUBTOTAL L7--{lBrjgt Tq 1 704.69 IkEll "rM 51.89 755.778 SUBTOTAL L7--{lBrjgt Tq 1 704.69 .06 1 725 51.89 755.778 1,44p [] [J L " STAT1iI�NT COP / C "� . a ,:, Y ASH4SgLE RECEIPT f PM PICKt s I Ur' E DADEDBr�; x t. =et r ,. "•rti -; +' c carDert i t • .` BU/L`D/N�-CENTER ` y - DING CENTER " eEue D �r'20th ST *� }� CA 95928 • (916) 342-1886 A F S EK tf CHICCj, CA: 95928 /'•. HICO,O' BOX 689 -YES.-,❑ No• {9L" gtil r-��.CA 95927 X 689 Der. } (916) 342 1886 y CA 95927 s w SAL NO_'r t T D RED i ,C OL t a u ft-ESMAN $ t TED T. QNT ED:------------- " tf APPROVED BY SIDE FOR IMPORTANT INFORMATION •�.;,r .., Y �r+v s. ! TS TO DISPUTE BILLING ERRORS. 77 'r L c • '" INVOI .iF L.° }/'rxh�u�7sr'7.r tiaM' r 'c t n J1 /y�rFry}�x' �2� CK ,^„�•>'t•t . t, 3 ���RY• ti-ww r f s' .. SHIP TO iSAME A$ SOLD { 1 aL11CRb • r� ; „ r f i t R r iT0_UNLESS 7VOTED BELOIM1)� i 1, s ,g1lAI�! ACCOIVr ,• i, ,r v T r".>fAMF 2TER�BbiLOEttS ..=. Y -.. , i!''iq- s'`'.y^iy: X -AIFIEA� 7W {IARp;8L11AmDw� !y�•yQJy�l j C;,+ �.r.$f ” t. � r ���.. T Se�yd�pyib. h �r� T � '"'" y, s .s.?x..t .�. ,+.• Tt ,y,,"'r .r+*�,,..'' : �' X�;,, -WII �"- j -71b } •V +�` �p't' . � �I b g�aniea= ��6,p6litleFgd :-f. � .. ,. . �, ,� it W6 i:' ,,: ; � oma,• • roraBree~ '�" '' �' -- '8P/El�i�t �/E1�96�r } (}��*$!�P t1 sUh►g o� 411UA} •f ' „r.l *'- a r.+ +` . t•, '.', M ;`,`� na r: ' � �.:; -w j�+' i+ r!; � +1..�d c"n �~ �� x'f k.. NUMBED, '' ;: , rr.;..,•a, %,n..,,, _ '** �^'n�axC rssT to A „ �*° •. _.,. ,� • 126,,. ,;� , . UNI � •' �•1/ "`Xl4- alum * �� r ir•+ t " �, i:,'• T2 ... a i�I.,: ii��U�' *'F'I' * ) �r`ct•a,,,, W ,y '. sr .s, "r ~ �v �r f s�;+e`t'ti s•+.��� •t ��'i "� s 1 °. I,. i.. ., 7 4 , >xfl Xtra .�i� 44.. t.. C {ty v., ' •< 1, c s�. •+ J„, e�'C a� c:; Ct.t y •'�,.� ,,(Y,+ F..�1r•,Ac>= `1 t ��' :�' r " I 11C) i lam, •?' (� ( ! y :,1, s •,'�W.♦ � :� ii ] 4t,y.:fnt'S� •t • ✓ ,.��t r+: + _ . A t j., lir r�ry=.• A �+ . �,id %Y ! "^� , *� .. r a.+. +. .�:• t lttiF ��` + � t Y! I tr+1 3' ,: ! I , y - t � i e �crt ,.r ♦• « t .+� -rD�, C Ytn St � � �.4 � � _ � � 7" ?F.l 4i 1r+s s rk+ : 2 � .. S` • ...,rt lyy c - r �,: Y" +-r.+.al } k„�.�_*_, •)s„ � '� t r ;�7;� "tet' � � � "`!r I � ^? y6i� Y�� E ,'..a� � i t +.t tC V' t• z - ti t'?!. r4 t 'a .J;i I -. l t (� 5 r � • -Cl� • ,h � . �. • �^ z t i f S• R w -a' ,, �s , ,� ��' I � . p _. t s` - .�I�"- r•„- K r i Fr { subject to LIQUIDATED DAMAGES r + ,M LIQUIDATED DAMAGES .50¢) s I � `� rk xsw'.`r` �, 'q � ► of r -il � /• " �• t la • "`•.Y.-,i.1.G. :� ..y,3.�1_ M7i f- � 3+ s* _�•.h t ,.yi' .%tt '•" � ,'i • • JY t91 � w I�j KJ 2_49.25 l .t Y s . ,wr .� 2_49. 25 CUSTOMER COPY :All MERCHANDISE RETURNED SUBJECT TO A RE- �b ARGE. SEE REVERSE SIDE FOR ' r1 yL� TERMS 8 CON (SUt�• Ile TIONS. _... TOTAL +�.t��yP,y.� TAX 96 �' �'-• . 00 725 ° Y, .. h ' • 13.83 ' ° X04.63..:: MEEKS `7? DATE: ,� BUILDING CENTER 1 ' �IHI tMtN,1,GUt'Y/GASH'3ALE,RECEIPI o ,aao❑ I ❑4 ° c' �' DELIVER A 'L i r` x 1. r t • .' PM PICK UP LO DEO BY CHECKED B r ' 'HELP ON JOB ' 0.YES 0 NO >x DELIVERED BY OATS DELIVERED { DING CENTER j BUILDING CENTER y i 2 " 20th ST. (916) 342-1886 1100 E: 20th ST , FCA 95928 .O BOX 689 !�lx*''`t iC3 >c, { , CHICO, CA 95928. CHICO,.CA.' 95927+. li-rir+' ' k'I-C+ a _ •i, X 689 s a�Xu M r st CA 95927 (916) 342-' 886 r SALESMAN. • ( ED: $ CONTROLI'NOs ` c SIDE FOR IMPORTANT INFORMATION s Ear. APPROVED -�PTS TO DISPUTE BILLING ERRORS. 4 NG . ? ,� ,'�C(DITt1�f0'.•.TO 18:EKSg e�� IEKS't�ICO� '>. 20 ITt 'sy ' `.%~, 1 r! e iSOLD t fal t {' + a? .) � .> SHIP TO. (SAME'AS SOLD TO UNLESS NCSTED`SEL).OYV) s tr> TO:,a yBETTER BUILDEA3 GON.Si 3 ''t �,� �` BETTER BUILDI:RRS ` r' "' } ' X L r - 1 tt'3iEk:1�Fray �°,_/y CTER 1D�:I♦ie�t V. �. 4 3y.... MWI I/ 1. r, + '.t`63'ROYAL x 'Al Y' t ti�uT ,y OAi65 DRIVE � _ ,5?b3 ROYAL jtBilt�p�DpR�FC = • �' � r . ;LLE. t ;, t , t+{sJ,•3a Sf;(!Z.,p� i ; . $egumallormrsad(an sla• T �.. aT; Dare swan �) 9Vatuedt t0el veru 6 Ar- MY r 51T 1 Q 71 It� RFi .a t ;� bail it 41) r x 4t 1,!' S•j)fa«�u t RiiN w, k .^I ,i. f aiC t� Ttr1 7 �E 1� N�,j1Yt REMrIUMSER F .x D`SCFi1PTION i7 •3128 : � X' :,'y. .:�:.i � .,�1/.��'��.�--�,�'� 4 '� �, r. >. ��''� ;.n r. Y x ..+. .Y�, �.�iL I ��1 �:r•}-L�ty 3i �'. 3gtpi} 1{ ,)i . �#� rf�Y [�. �tjw?+,i:�'.O ��i�, Tt9# {1>i N ,�h+ ' • y,r ) x i . e�Q�' ti,t i, L ;+r.,rrd;1�3 Lfi� ;uit�+e`•'4xt�t.T:h ,xf:n �'��6>€ `a '..0 � � ., .3.. .. ,. ,+••s. -rte 1rS� � .••.BICE/UNIT EXiENSlO . Emm m® a` It �_.,� '.' S r 'f + Me, t • � .r r SJ r res,,, f, �r �,..'!1C . } . r ..� � ': �✓ '. ! .,. ��. ti ! .� + 4� vk•, jr�M 1+ +...alr�F L.-tr r.iM. t � y`�>'+. i f,• J�!3 , •1;'i:�Y t ,.r,77 . �F .�. 1. ti's. •}' 1 \F .yid'; are subject to LIQUIDATED DAMAGES _ I LIQUIDATED DAMAGES of .50C) E49.25 CUSTOMER COPY n,o BUILDING CENTER r G 1 G ,.0 �f4 p•'I . ' �.' i v, ;�'i s % :.. �, L'; '�� .>.x��. �'k. u � 1 `c.....:. '�s.r,. y � s..aw i .1"y.t• �'�.kT j' Sry �' ;r� Iv��� •..,..•_..i t 7`R �' � +- yam- �" �' �, i { ,� ;. w '�'•T'++' +�.�1` w�'.'�+� " T: ALL MERCHANDISE RETURNED SUBJECT TO A RE. �:`• `� CNARGE..1101111 SEE REVERSE SIDE FOR TERMS 8 CONDITIONS.NT TAX'!6 ;� • • 121. .88 725 8.83— 138.63-:. DATE: � are subject to LIQUIDATED DAMAGES _ I LIQUIDATED DAMAGES of .50C) E49.25 CUSTOMER COPY n,o BUILDING CENTER Eg' , 1p I Ahk DELIVER MEM VY CENTER: 100'E 20th �T x P,so 689­�,,'.� C HICO, CA.,95928,-- -CHIC 0, CA. 9599 jws.�, pyo :_(916 342-1886 SALESMAN I CASH I CHFCIC 40013dVED CO r2l�- rlc- w, q5 SHIP TO (SAME AS SOLD TO UNLESS'N To BETTER BUILDERS IST, BETTER -BUILDERS EP - t. . "4 AAI _Amwl unt n �c- r. r F All WAYAL., ROYALA C m . , & - S LE4 bims Withted .6 be Date 4 00 1�6riid t 58 86s 516482 30195 1 11' 6 82/27(9Q @?127!95 Eas U I Ordered ByIP.0. We. 1, T, Estl No L. Initial Se ot" NUMBER jYAFq- 'Q f�SOJR, IPTION ,'!UNIT$ PRICE/UNI T ZGENS16h Vy 22 22 ..7 4r 7 "Ao 3/412". ]M WIWI 14 77 �4 "7:. 5-1/WX12": GLU LAN'-lW'24F-V4._:- 00, 6X6,12414"BTR, :40 g . Ri4 7-, L 'ALL MERCHANDISE RETURNED SUBJECT TO A RE' RGE, SEE REVERSE SIDE FOR TERMS & CONDITIONS..0-TOTA' 613 L 756.12 7� 810. .'54.82 DATE:' r All construction shall be done in accordance with plans as approved by this office. If structural or other significant code related changes to the plans and the construction are proposed, the following procedure must be followed prior to allowing the change: 1. If the plans are prepared by a registered engineer or architect, the plan change must be resubmitted for approval with the consent of the engineer or architect. 2. If the plans are prepared by other than an engineer or architect, the plan change must be resubmitted for approval. 3. If the change is simple enough to not require resubmission of the plans, the changes may be made verbally through our plan checkers. 4. Energy revision will require resubmission of energy design compliance and documentation. NOTE: In all cases, both the job set of plans and our file set of plans must show the approved changes even if only accomplished by a written and initialed note on the plans. 0 When taking in revisions, charge for one hour ($46.00) for most revisions. Occasionally there will be major changes that will require more than one hour charge, those will be charged accordingly by the plan checker. However, collect the minimum $46.00 before, accepting the plans for revision. Also there will be times when a y= ' minor change is requested. This may involve one beam change or maybe a door or window change or one or two trusses. This type of minor change may be charged at 1/2 hour (or $23.00) only, if revised plan is clear of exact change to be made, without client having to explain the change to you. 0 There are very few changes that can be done in 1/2 hour because of your time at the counter, our time pulling A.P. files, pulling original plan, comparing new with old, checking proposed change, re -filling A.P. jacket and plans, making deposit, etc. Therefore, collect enough money to cover the Permit Number: A.P:#TIIV1lE: [ ]Residential [ ]Non -Residential Received by: Receipt #: [ ]From Data [ ]Requested by Plan Checker[ [x]Requested by correction notice Location in building where change When approved, process as follows: [ ]Mail to owner: Item: ]Other: [ ] ail to contractor: [ Call: I �� �� an�ickup at [ ]Deliver with next ins ection. REVISED PLAN CHECK FEES PAID [ $23.00 [ ]$46.00 [ ]Additional fees not required office. TO: COMPANY FAX #: DA TE. - t .t 418�'TT���'���IILI��'�� i�.:.:T�:m� g,� . :�w ,.�, . ��NT�UG�TI�N NAME: 4 - NO. OF PAGES FROM: "XITi, (inc.luding cover page Gfl'Fr 3. FAX NO. (916) 589-2942"-. COffiTENTS.- A�..� ,;f�� . , 2A) r4 ),v,?� ��,�p jf 5263 ROYAL OAKS DR. pk OROVILLE, 'CA 95 96 6 (916) 589-2574 (800) 421-4644 r yi IR i,q . COUNTY OF BUTTE - C&PARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 _ y 2R IT No. / APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-13-36 ZONING ARI BUILDING PERMIT OWNER FRANK J. ALFIERI (714) ��+D!" 709 SO. FT. OCC. BUILDING VALUATION OWNER'S Mal1NG ADDRESS BETTER BUILDERS CONST. X3777- 201,798.UU 475 M 8,550.00 CONTRACTOR'S NAMr20032 MIDLAND LN HUNTINGTON BCH TELEPHONE 1 599 2574 51 M f np 1908 C 24,804.00 CONTRACTOR'S MAILING ADDRESS Fireplace A 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation s 244, 763.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 1147.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 745.55 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS WARD R PERMIT FEE $ 1935.55 172 -1-11D PLUMBING PERMIT Filing Fee 20.00 Each Trap 2 7.00 154,00 Solar or heat pump water heater 23.00 Water piping 15,00 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SO4'Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM 2 ELEC T�1. H . 30.00 PERMIT FEE $ 234.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 101 OR LESS 200AORLESS ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW OR ADDNS.T ( DWELLING &ACCBLDS. ) 3.50 sF°- 163.20 CONTRACTORS LICENSE LAW 1 declare penalty of perjury (check one) UW -Sm a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and m license is in full force and effect. License No. S Classification ❑ I, as the owner, 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) ❑ 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-REslo. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B2i @ 1.60 Ex. Occup.FIXED APPLNS. OR (OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare un r penalty of perjury (check one): ❑ T ' ermit is for $100.00 (valuation) or less. have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 0 Cooling Hood 6.50 Ventilation Z PERMIT FEE $ n Contractor 1 certify that 1 have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in onsequ ce of he granting of this permit. X Date Signature of pplicant - ❑ Owner ❑ Contractor ent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height./ / 1 Mobile Home Installation Fee S Energy Inspection Fee $ 46.00 °�%'�` TYPE TOTAL FEE $ HAZ• D. FEES IMP � 1 FLOOD/ ;• CDF A� pp o E 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. DIRECTOR U .0 WORKS/ U BY Date `1 16 / PERMIT EXPIRES ON (Pate) cFFeiptNo... 830,35-167624�(fg�r Q r�3. ®C% TE-D.D.S.-B.D. CANARY -ASSESSOR f IPINK-INSPECTORIOLDENR - P,P,LICANT -COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 A OWNER PROPOSED BUILDING USE �1. I SCHOOL DISTRICT FEES (paid at District Office).. .................... SHERIFF FEES (paid at Building Department) Residential...... x =$ unit amt. Commercial (sqft) x =$ ALsq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x : =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER A. P. #LO 9 �30�0� DATE REC. # DATE REC At time of permit application, I was advised the above fees_ are required to be paid prior to issuance of the permit. APPLICANT DATE PV i COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION a .. 7COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER /.���(/ .c .o4 ,/ 1 A. P ,No. (, 9/-/3l/ Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5 Hazardous Material Form. .......................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome at and manufacturer's installation instructions, 2 sets. ........... °�- 10. Fees of $ (0.9 J.. LA.0............... . 11. Impact fees as shown on attached schedule. �2 12. California Department of Forestry plan approva fee .�9? . �" A5 ..... G d. 13. Flood elevation letter (100 year flood) b California Engineer... LP"f'17- 14. Sanitation and plot plan approval �e 0 Health Department . ............ o 15. City of Chico plumbing permit . .......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.a bout (A) Improvements (B) Drainage. . i 19. 'Driveway permit (construction approval required prior to occupancy). ft0.�6/....� 20. Pre -inspection for required. .. toB� �d 9 �speaor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... • � ` 23. Owner -Builder Verification (Given to owner Mail to owner _�. . . 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization . ........................................ . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. LetteF of intent on building use . ........................................ . 28. Mobilehome utility clearance . ..................: . ...................... 29. Documentation of legal access. a ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... in violations/expired permits . ...................................... Ian check list . ..................................................... -34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 9 and hold for pickup at O t_t2 office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date I Copy of plans sent Health Dept. Fire Dept. Other � Date By The following data must be submitted prior to pit is aJC ew item not checked above). 1. Index permitior above items No. ..r 2. Additional items required: Contr or, designer, owner, was advised of above required data by _ phone _ mail Counter by _ ate Contractor, designer, owner, advised of above re uired ata by _ phone _ m 1 C unter by _ Date Plans checked by -_Date Plans approved by ���� Date Sets of plans on hold in _� File cabinet AP folder O4- / �(/ �, �. , //_ f(. -17 � I - Department of Public Worics 1 E.H. USE ONLY Pbt Plan Attechod • Floor Ploy Attached Seat to B.D.--.,;- TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 7RArik A"Clow Owner � Location / AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for 3 bedroom o Other Final clearance 0.K. for: NOTE: PIT01 h Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV ION 1 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT No. -'' APPLICATION AND PERMIT 335' ASSESSOR PARCEL NUMBER .-- ZONING 2 3?.37`BUILDING PERMIT OWNER . TELEPHONE SQ. -FT/, OC . BUILDING VALUATION egg �7p O^NEWS' — AOOiA .�i� / �� / / /—� _ 1 - ! I I CONTRACTOR'S CON TRACTOR'S M,S2 rARINO ApORES3 v�//C YSIL/ Frep BC K '[J� CONSTRUCTION LENDER UNKNOWN Total Valua $ �O LENOEWS MAILING ADDRESS Filing Fee $ • 20.00 Permit Fee $ ARCHITECT OR ENGINEER �°' NO• Plan Checking Fee ' ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee Penalty BUILDING ADDRESS ; L� n /2 / v PERMIT FEE $ //�(� /f'I-- PLUMBING PERMIT Each Trap Filing Fee 20.00 7.00 p , r Solar or heat pump water heater 23.00 • LOT NO. SUBOIVISION'SNAME PARCEL MAP Water piping Each gas water heater or vent 15.00,�; C' — j USE OF STRUCTURE Gas piping system 1 - 5 outlets I I SF Duplex O Mobilehome O Other I, SPECIFY Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK 2 (= u3 c7 1a c LOOP, I i IS New l(Addition O Remodel O Utilities O Installation O Other O PERMIT FEE $ r �' Contractor \ ��f�-- Describe Work: � p/9// �� ��� ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceBoot/ OR LESS I 200A OR LESS ) /) 23.00 !/ Main Service I 200A TO IOOOA ) 46.00 107 CONST.NEW DWELLING OCCUP OR ADONS.I6ACCOLS. 3.50 F°; CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) u 1 am a licensed under provisicns of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O 1, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) NEW CONST. MULTI.0 TLET •NON•RESID. ( BRANCH CIRCUITS ) @7.50 ER APP (sPSW LE OUTLETTUS CIR. ) I Ex. Occup. ( OUTLET OR FIXTURES ) I I 13 20C. 1•Bwo I Ex. Occup.FIXED APPLNS. Oq I ouTL[TS IRESIO.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20 00 Misc. Wiring 23.00 I O 1 am exempt under Sec. P ,Business and Professions Code for this reason �+ i i I ERMIT EE S T WORKER'S COMPENSATION INSURANCE ,eclare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O Ishallnotemto employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating / • � C Cooling ;�, •; Hood 6.50 Ventilation PERMIT F $ 6' 161 1 certify that 1 have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may y in any way accru against aid County in consequence of the granting of this permit. Contractor Mobile Home Installation Fee $ Energy Inspection Fee Z ?-SZs 4 6 occ co sr. rYPE TOTAL FE NAZ. 0. FEES IMP F1007 COF PARCEL PO No ISSUE }� �i X Date tJ 7 Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5'0' de p and demolition or construction of structures over 3 stories in height. jt j j This permit is hereby issued undl:r the of the Butte County Code and/or Resolutions. indicated abcve for which fees he re applicable provisions to do work been paid. Date 7 7By Receipt No. 7 < ✓ �,: / �bVN.ITE•0.0.5.•9.Q. CANARY -ASSESSOR PtNK•IN SP EC TOR GOIDENR00•APPLICANT PERMIT EXPIRES ON COUNTY -OF BUTTE - DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDING DIT .SIGN 107 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75`4 PERMIT NO. APPLICATION AND HERMIT ASSESSORPARCEL NUMBER— % / ZONING 12-1 BUILDING PERMIT OWNER TELEPHONE 17 �% gQ. �' OC BUILDING VALUATION OWNER'S MAILING ADORE CONTRACTOR'S NAME l TELEPHONE CON T'RACTOR'S MAILING ADDRESS Urn/ K S dile 7 -5 Frep ac CONSTRUCTION LENDER UNKNOWN Total V8IU8tlOn $ LENDER';; MAILING ADDRESS !:RL'HITFCT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ i Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 2 WA9 -T-"1L/ PERMIT FEE $ 2) 1 _ PLUMBING PERMIT Filing Fee 20.00 ! Each Trap 7.00 p , Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S,y^�pE /� PARCEL MAP DfZZQ # Water piping 15.00 Q Q Each gas water heater or vent 15.00 0 d i USE OF STRUCTURE SF Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00QQ Building sewer 15.00 06 Mobile Home S G W @20.00 TYPE OF WORK New Addition O Remodel O Utilities O Installation Other ❑ Describe Work: Al PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceBOOV OR LESS ( 200A OR LESS ) 1 23.00 v Main Service ( 200A TO IOOOA ) 46.00 NEWCONST. DWELLING OCCUP. O. ORA=T ( &A C. BLDS: ) 3.50 FST. t CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, es the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI.OUTLET @7.50 -NOWRESIO. ( BRANCH CIRCUITS ) ( POWEFl APPARATUS ) 8 LE SINGOUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 12/07 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. VE_ RM1T EE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling !d Hood 6.50 Ventilation PERMIT F S , Q certify that 1 have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accru againstaid County in consequence of the granting of this permit. Pa X Date 7 Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0"de p and demolition or construction of structures over 3 stories in height. Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ [of HA2. D. FEES IMP FLOOD CDF PARCF. PD .�- HD ISSUE is permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees ha•/e been paid. By Date PERMIT EXPIRES ON !Dere/ Receipt No. C I WHITE-D.D.S.-B.O. CANARY•A55E550R PINK -INSPECTOR GOLDENROD -APPLICANT 7 Alfieri Plan Check List SProv 2 plaide complete structural material specifications on the isProvide a note on the plans indicating that ecial ins ection _ ired at'welded steel frames as well a AWS certified elder. S 1 Afoucdation larify surcharge loading calculation used at retaining walls. .Av. Provide a note on the plans which addresses shoring of S-� suppor walls and curing required prior to backfill operation. Show reinforcing extending from footing through grade beam at e 9/S3. i a6.arify location of drag truss FF2D on truss layout and on 5-I Should be on both sides of deck? Clarify drag truss adjacent to frame. gfS;al how shear transfer through floor at loft per sheet 28 ofc 9. 71 9/S-2 should show reinforcing in frame footing. ovide continuity of load path at loft shear wall edge mbers. Show appropriate connection,of holdown straps to supporting member below (frame or GLB). larify energy design conditioned space of 4431 SF.'The ons conditiloor area is 3737 SF. 2 V J'O A r NOV-07-94 MON 08:59 BRUNO &--HAWKIN3 3930532 ite:A 1. f O ffA-/ Materiai notes are now included on pians. Item 2. Refer to caicuiation sheets Ri-R5. He speciai inspection is required at the Heiden connections. Pians now reiect AWS certifi- cation requirement. Item 3. Surcharge load is 2.uk vehicle load assumed to be placed aoproxi- nateiy 3' from the wail. Note that a 2.0k load centered at 3' from the wail would assumedly affect an area aooroximately 6' square when the influence line reached the wall. This would result.in auniform pressure of approximately 2.4 / 6.4^2 = .055 ksf. At 0-116 kcf, this is approximately a 0.5' depth of soil. It appears reasonoQie to assume that a vehicle Would not be placed nearer than Y to the wail. if a Vehicle were placed closer than the continuity of the ball would distribute this additional surcharge to an effective length of wall considerably longer than the assumed 2.;:' ienoth upon which the concentrated lead would be acting. It is reasonable in this case to assume that the 2.Ok concentrated load acts in isolated areas, not at the entire length or tre wall simultaneously. Iiem 4. Note provided on pians. Item 5. Corrected a� noted. P.01 item 6. Note. `4�ott dr�j -fess tS oK cZj SGs•o'--n Ct rs Corrected as noted. Piwdf'v-- v j� d1z�� �- ( h� hyo e CA'V C/ ✓, a �2•� S : r.- . s/r�n frau �I d yes 7�' ^ S / 0 ae(! �� J I t e a 7. re. /I l v o Cu /1 i t' 'rt of 7z cz,-7 �. • Corrected as noted. Item 6. Corrected as noted. Item q. Corrected as noted. RESIDENTIAL PLAN CHECKING GUIDE 8/91 . (S. F., DUPLEX & MISC. ONLY) 7 Bldg. Permit # OWNER F��lzl A. P. # e,' FS- - 34. GENERAL (� G V• ELl7 �L) S PlOanChecker t��ning requirements: (sideyards and number of permitted living units). Valuat �ion. GO��GTEt J 0 -)) -1 � .3! ans signed by designer. 4� per description of work on application. Fr- Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). e orded notice of vio .on. AN 3� /1%l�/DG� 0� �o comp D,lS 1. �C6mplete parcel size and dimensions. �p " ?!l acks, sideyards, easements, etc.-pC 3�r buildings or structures. 4. ung, fills, drainage. hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ble, and foundations). FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN mplete,to scale plan with dimensions. . equired 'windows for `light land ventilation (Sec.' 1205). . 3: Re ' -ed windows, for, second exit (Sec. 1204)•. - kylights (Chapter' 34 &° Sec. 5207) . -• F, lig impact glass (Sec. 5406). , Required room sizes, ceiling'height's•(S'ec:.-1207-).;::/ /GFCIs ;in baths;,,• garage, kitchen, and exterior outlets (Articlek 210-8), .•' -8. Light fixtures, switches,` receptacles; and';exterior receptacles for main-- ante of mechanical equipment. -'' , Locations of water heater, heating and cooling equipment, other electrical JOXr g�equipment. 10 Ga-age firewall, door size, and closer (,Sec. 503(d)(3.)). lf� 3'0" exterior exit door (sec. 3304 (f). ; 1 re ice and,wo-od•stove;location, alcoves, and clearance. S e detector's (Sec. 1210): y' l? 1 lambing fixtures, water closet clearances and shower size. UGTURAL DETAILS t__4Three andard bracing or engi eered design.(Table 25V) jJn usual shape, size, or split level house requiring lateral design. er'estory requiring balloon framing and/or engineering. story building requiring engineered calculations and plans.. undation plan complete enough to construct building. oor construction details complete-enough to construct building. evations and wall construction details complete enough to construct building of construction details complete enough to construct building. t9-.-7,Frfepl�ce construction details and talcs if necessary. 1@', ,R'after ties or bearing ridge beam. 11. Garage door or porch header sizes. 1"I-heights. . 1. Adobe soils - special foundation design. p61. -fining walls requiring design. -ecial Inspection required. 8/91 F RESIDENTIAL PLAN CHECKING GUIDE MISCELL OUS ITEMS TO.LOOK.OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). r 2. Guardrail details (Sec. 1711 & 3306(j). .3Br-ick- or stone veneer (Chapter 30) . -4 — joez- er' plaster - weep screeds (Sec. 4706) . 5. proper roof pitch for roof convering.(Chapter 32). 6-�oof covering type - (fire hazard). 7��a _insulation - protection. 8:-36" halls and stairways. 9:--L3vi�g,area over garage,= complete 1=hour separation required on garage side including supporting.walls"and posts,`etc. ��o exits on three-story° dwellings (sec".° 3303 '& see Mezannines - 1716). �'• 1�Y��. �.c access and ventilation (Sec. 3205). J !;Underfloor access and ventilation (Sec. 2516). om ustion air for fuel burning appliances - L.P.G. requirements. 61491se requirements on duplexes. nergy design. 1V Flashing at all exterior openings. 1Zet'DF responsible area requirements. ,;/ SI(L? q r /a 0 y•oo /NFo� N c. s44IF, C14 r -A. BEAM 6 • ��Z �' DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: n JOB NO. V/ SHEET OF � DEFL. (INCHES) POSIT. (FT) CENTER SPAN 1.02 12.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 283.37 LOADINGS LOAD DESCRIPTION: 1.5 X DL UNIFORM LOAD ON CENTER SPAN (PLF)............ 105 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 6.00 675.00 12.00 675.00 18.00 675.00 DEFLECTIONS BASED ON N0. OF MATRIX POINTS USED IN THE REAL MOMENTVAPPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLE.CTION,,,POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.61 12.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 475.11 A �)z ~/ 7-1 G �l:zs N�• fA ro FF 2 b . %" f- P?Z 0c-7 S�' n CAF11:59 AM ------------------------------------------------------------------------ FEV 12-31-92 CONCRETE SECT! 1ENT CAPACITY 2 ..''93 ---------------------------- ------------------- --------------------- DESCRIPTION »LIN - LINE FOOTING i- ------------- ION DATA ----------- f - ------MATERIAL CONSTANTS --------- h ! 5.000 IN iF c ! 2.500 K31 d IN IFY KS1 F, > 950 1a ! . 90i1 -------=------------- --------- LOAD DATA---- -------------------------- SERVICE MOMENT M) 13.970 T -KIPS OVERLOAD FACTOR ! 1.300 WIND OR EARTHOU 'E LOADS Mu > 18.161 T -KIPS SEE CALCS As REOD. > .310 IN° -2 NO INCREASE REnJUIRt SINCE p ACTUAL IS G ATER THAN MIN ------------------------ ------SUMMARY------------------------------- Al TuaL A5 p MIN > ?5 0200/rY% '1 • p ACTUAL > 0052 p=As/6?d> T > 24.900 KIPS :T=Ast:Fy> a > 1.945 IN. a=T/(ffF'c46)> IlMn > 35.391 FT -KIPS > Nu - (OK. to OAZ)LA l o I- C. 4 - ►�� �> USSz-FD Q / - � s1 0 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Alfieri Residence Date........ 11/03/94 Project Address........ - Z�3 Bu' , ing Per fin Plan Check'/ -Date Field Check/ Date Oroville, CA. Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.. ...... Floor Construction Type.... eOUNTy OF BUTtg BUILDING DEPT 3737 sf Single Family Detached Nova New Cardinal-- N.;_E:;-S;-W' 1 2 Raised Floor (Package E) BUILDING SHELL INSULATION i Component Insulation;Assembly Type R* -valuer U -Value Location/Comments Wall R=21 0.059 Door R=0 0.330 Solid Wood Floor R-=19"_ 0.037 OUTTE COUNTY Roof 0.025 0.025 Attic Roof9� 0.019 Attic ILDING DER1 PARTM�T Wall R -0 0.000 S1abEdge SlabEdge R-0 R-0 0.900 0.720 AppROS/Eu F1oorExt R-19 0.048 Wall R-0 20.000 FENESTRATION Orientation AArea-,� # of Pan- Interior Shading/ Exterior Over- hang/ Framing t(af_) Value es Description Shading Fins Type Window Front (N) 37.0 0.600 2 Drapes.Std None None Vinyl( Window Front (N) 51.0 0.600 2 Drapes.Std None None Vinyl +l Window Front (N) 10.0 0.600 2 Drapes.Std None None Vinyll Window Left (E) 20.0 0.600 2 Drapes.Std None None Vinyl+ Window Front (NE) 3.5 0.600 2 Drapes.Std None None Vinyl Window Left (E) 14.0 0.600 2 Drapes.Std None None Vinyl Window Back (SE) 3.5 0.600 2 Drapes.Std None None Vinyl; Window Left (E) 21.0 0..600 2 Drapes.Std None None Vinyl, Window Left (E) 6.0 0.600 2 Drapes.Std None None Vinyl! Window Left (SE) 21.0 0.600 2 Drapes.Std None None Vinyll Door Back (S) 46.0 0.570 2 Drapes.Std None None Vinyl, Window Back (SW) 15.0 0.600 2 Drapes.Std None None Vinyl' Window Back (S) 14.0 0.570 2 Drapes.Std None None ,Vinyl; Door Back (S) 46.0 0.570 2 Drapes.Std None None Vinyl Window Back (S) 14.0 0.570 2 Drapes.Std None None Viny..l4' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Alfieri Residence Date..: ... 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control Orientation FENESTRATION ` # of Interior. A� rea'' U- t Pan- Shading/ (sf) Value es Description Exterior Shading Over- hang/Framing Fins Type Window Left. (SE) 15.0 0.600 2 Drapes.Std None None Vinyl Door Back (S) 46.0 0.570 2 Drapes.Std None None Vinyl, Window Back (SW) 15.0 0.600 2 Drapes.Std None None Vinyh -Door Back (S) 54.0 0.570 2 Drapes.Std None None jinylf Window Left (SE) 15.0 0.600 2 Drapes.Std None- None Vinylu Window Back (S) 30.0 0.600 2 Drapes.Std None NonepVnyl1 , Window Back (SW) 15.0 0.600 2 Drapes.Std None None 'Vi'ny,, Door Back (S) 54.0 0.570 2 Drapes.Std None None Vinyl Window Left (SE) 15.0 0.600 2 Drapes.Std None None Vinyl Window Back, (S) 30.0 0.600 2 Drapes.Std None None Vinyl Window, Back (SW) '15.0 0.600 -2 Drapes.Std None None Vinyl Window Back (S) 6.0 0.600 2 'Drapes.Std None None vinyl , Window Back (S) 10.5 0.600 2 Drapes.Std None None Vinyl Window Right (W) 16.0 0.600 2 Drapes.Std None None�Vinyq Window Right (W) 22.0 0.600 2 Drapes.Std None None Vinyl Window Right (W) 6.0 0.600 2 Drapes.Std None 'None y'l _.ib THERMAL . MAS S --------------- ' Area Thickness Type Exposed (sf)* (in) Location/Comments' SlabOnGrade_3 YesJ 5.•.- -3.5. SiabonGrade No 451 3.5' HVAC, SYSTEMS-'` Minimum' V j)u Duct Thermostat Equipment Type Efficiency. }Location R -value Type HPSplit 7775,. HSPF,�Crawlspace, R-4.2 LivingStat ACSplit 13':30zSEER1 Crawlspace, R-4.2 LivingStat HPSplit 7:475HSP,F�Condition6d R-0 SleepingStat ACSplit3.30.SEER •Conditioned-, R-0 SleepingStat WATER HEATING SYSTEMS Tank Type LIVING - Storage SLEEPING Storage Number Tank in Energy size Heater Type Distribution Type 'System :Factor (gal) Electric Standard Electric Standard 1 0. 7,V -EF 40 10 92 , EF 30 4 Externah„t :insulation ER -value t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. This is a multiple orientation building with no -orientation restrictions. This printout is for the front facing North. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with 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 section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... John Starr Name.... Andrew B. Erickson .Company. Better Builders Const. Company. Sure Pass Energy & Design Address. 5263 Royal Oaks Drive Address. P.O. Box 5566 Oroville, CA. 95966 Oroville, CA. 95966 Phone... (916) 589-2574 Phone... (916) 533-4749 License. 04 Signed.. Signed.. (date) (date) ENFORCEMENT d AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Alfieri Residence Date........ 11/03/94 Project Address........ Oroville, CA. Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control Lowrise 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 considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ✓ ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch.[] 118: Insulation specified or installed meets CEC quality / standards. Indicate type and form. V 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces 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. 1/ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1838 User -Sure Pass Energy & Design •Run -Zonal Control SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). , 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems,- insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. ,4: Cooling system piping.below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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. 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 installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or - household cooking appliance have no continuously burning ' pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 6 C -2R Project Title....... Alfieri Residence" Date........ 11/03/94 Project Address........ Oroville, CA. Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. rl i mato 7.nno 11 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... North Total Space Heating.......... Space Cooling.......... Water Heating.......... East Total Standard Design 18.46 12.43 6.99 37.88 18.46 12.43 . 6.99 37.88 Proposed Design 11.48 10.74 12.54 34.76 12.57 11.39 12.54 36.50 Compliance - Margin 6.98 1.69 -5.55 3.12 5.89 1.04 -5.55 1.38 11 Space Heating.......... 18.46 13.71 4.75 Space Cooling.......... 12.43 .7.68 4.75 Water Heating.......... 6.99 12.54 -5.55 South Total 37.88 33.93 3.95 Space Heating.......... 18.46 12.27 6.19 Space Cooling.......... '`12.43 9.54 2.89 Water Heating.......... 6.99 12.54 -5.55 West Total 37.88 34.35 3.53 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type........:. ... Construction Type ... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... 3737 sf Single Family"Detached New Cardinal - N,E,S,W 1 2 ReducedYear Floor Construction Type.... Raised Floor (Package E) COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control Number of Building Zones... 2 Conditioned Volume......... 32304 cf Footprint Area ............. 2416 sf Ground Floor Area.......... 2416 sf Slab -On -Grade Area.......... 1066 sf Glazing Percentage......... 18.4 % of FA Average Ceiling Height..... 8.6 ft I���i���Le�'�i3`l�y� • � u � ��i3�1 Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) LIVING Living 2672 23784 1.00 Yes LivingStat 8.0 n/a SLEEPING Sleeping 1065 8520 0.00 Yes SleepingStat 8.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments LIVING 1 Wall 189 0.059 R-21 0 90 Yes W.21.2X6.16 2 Wall 76 0.059 R-21 0 90 Yes W.21.2X6.16 3 Wall 72 0.059 R-21 0 90 Yes W.21.2X6.16 4 Wall 120 0.059 R-21 0 90 Yes W.21.2X6.16 5 Wall 36 0.059 R-21 0 90 Yes W.21.2X6.16 6 Wall 149 0.059 R-21 0 90 Yes W.21.2X6.16 7 Wall 90 0.059 R-21 90 90 Yes W.21.2X6.16 8'Wall 111 0.059 R-21 90 90 Yes W.21.2X6.16 9 Wall 81 0.059 R-21 90 90 Yes W.21.2X6.16 10 Wall 27 0.059 R-21 90 90 Yes W.21.2X6.16 11 Wall 15 0.059 R-21 30 90 Yes W.21.2X6.16 12 Wall 31 0.059 R-21 90 90 Yes W.21.2X6.16 13 Wall 15 0.059 R-21 150 90 Yes W.21.2X6.16 14 Wall 83 0.059 R-21 90 90 Yes W.21.2X6.16 15 Wall 252 0.059 R-21 90 90 Yes W.21.2X6.16 16 Wall 75 0.059 R-21 180 90 Yes W.21.2X6.16 17 Wall 17 0.059 R-21 135 90 Yes W.21.2X6.16 18 Wall 40 0.059 R-21 180 90 Yes W.21.2X6.16 19 Wall 23 0.059 R-21 225 90 Yes W.21.2X6.16 20 Wall 75 0.059 R-21 180 90 Yes W.21.2X6.16 21 Wall 23 0.059 R-21 135 90 Yes W.21.2X6.16 22 Wall 44 0.059 R-21 180 90 Yes W.21.2X6.16 23 Wall 24 0.059 R-21 225 90 Yes W.21.2X6.16 24 Wall 36 0.059 R-21 180 90 Yes W.21.2X6.16 25 Wall 105 0.059 R-21 180 90 Yes W.21.2X6.16 26 Wall 9 0.059 R-21 270 90 Yes W.21.2X6.16 27 Wall 131 0.059 R-21 270 90 Yes W.21.2X6.16 28 Wall 205 0.059 R-21 270 90 Yes W.21.2X6.16 29 Wall 107 0.059 R-21 270 90 Yes W.21.2X6.16 30 Wall 252 0.059 R-21 270 90 Yes W.21.2X6.16 31 Door 40 0.330 R-0 0 90 Yes None Solid Wood COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control Surface 32 Door 33 Door 34 Floor 35 Roof 36 Roof SLEEPING 37 Wall 38 Wall 39 Wall 40 Wall 41 Wall 42 Wall 43 Wall 44 Wall 45 Wall 46 Wall 47 Wall 48 Wall 49 Wall 50 Wall 51 Wall 52 Door Surface OPAQUE SURFACES Area U- Insul Act 90 Solar Form 3 (sf) value R-val Azm Tilt Gains Reference 20 0.330 R-0 0 90 Yes None 20 0.330 R-0 90 90 Yes None 1350 0.037 R-19 0 0 No FC.19.2X8.16 738 0.025 R-38 0 0 No R.38.2X4.24 1677 0.019 R-49 0 0 No R.49.2X4.24 SLEEPING 53 S1abEdge 54 SlabEdge Location/ Comments Solid Wood Solid Wood Attic Attic 492 0.000 R-0 0 90 No None 56 0.000 R-0 90 90 Yes None 10 0.000 R-0 90 90 Yes None 156 0.059 R-21 90 90 Yes W.21.2X6.16 76 0.059 R-21 180 90 Yes W.21.2X6.16 19 0.059 R-21 135 90 Yes W.21.2X6.16 46 0.059 R-21 180 90 Yes W.21.2X6.16 19 0.059 R-21 225 90 Yes W.21.2X6.16 78 0.059 R-21 180 90 Yes W.21.2X6.16 19 0.059 R-21 135 90 Yes W.21.2X6.16 50 0.059 R-21 180 90 Yes W.21.2X6.16 19 0.059 R-21 225 90 Yes W.21.2X6.16 26 0.059 R-21 180 90 Yes W.21.2X6.16 144 0:000 R-0 270 90 Yes None 100 0.000 R-0 270 90 Yes None 20 0.330 R-0 90 90 Yes None 0.600 90 PERIMETER LOSSES 0.88 Length F2' Insul Window Solar 2 Vinyl (ft) Factor R-val 90 Gains Location/Comments Drapes.Std 8 62 0.900 R-0 Vinyl Yes 0.600 90 118 0.720 R-0 Drapes.Std Yes Window FENESTRATION SURFACES # of Vent • SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description LIVING 1 Window 37.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 Drapes.Std 2 Window 51.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 Drapes.Std 3 Window 10.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 Drapes.Std 4 Window 20.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 5 Window 3.5 2 Vinyl Slider 0.600 30 90 0.88 0.78 Drapes.Std 6 Window 14.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 7 Window 3.5 2 Vinyl Slider 0.600 150 90 0.88 0.78 Drapes.Std 8 Window 21.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 10 Window 21.0 2 Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 11 Door 46.0 2 Vinyl Slider 0.570 180 90 0.88 0.78 Drapes.Std 12 Window 15.0 2 Vinyl Slider 0.600 225 90 0.88 0.78 Drapes.Std 13 Window 14.0 2 Vinyl Fixed 0.570 180 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control FENESTRATION SURFACES SLEEPING 1 SlabOnGrade 615 3.5 28.0 0.98 R-0.0 " # of 2 S1abOnGrade 451 Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 14 Door 46.0 2 Vinyl Slider 0.570 180 90 0.88 0.78 Drapes.Std 15 Window 14.0 2 Vinyl Fixed 0.570 180 90 0.88 0.78 Drapes.Std 16 Window 15.0 2 Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 17 Door 46.0 2 Vinyl Slider 0.570 180 90 0.88 0.78 Drapes.Std 18 Window 15.0 2 Vinyl Slider 0.600 225 90 0.88 0.78 Drapes.Std 19 Door 54.0 2 Vinyl Slider 0.570 180 90 0.88 0.78 Drapes.Std 28 Window 10.5 2 Vinyl Slider 0.600 180 90 0.88 0.75 Drapes.Std 29 Window 16.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 30 Window 22.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 31 Window 6.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std SLEEPING 9 Window 6.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 20 Window 15..0 2 Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 21 Window 30.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 22 Window 15.0 2 Vinyl Slider 0.600 225 90 0.88 0.78 Drapes.Std 23 Door 54.0 2 Vinyl Slider 0.570 180 90 0.88 0.78 Drapes.Std 24 Window 15.0 2 Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 25 Window 30.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 26 Window 15.0 2 Vinyl Slider 0.600 225 90 0.88 0.78 Drapes.Std 27 Window 6.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std INTER -ZONE SURFACES Area Insul Form 3 Surface (sf) U -value R-val Reference Location/Comments LIVING/SLEEPING 1 F1oorExt 980 0.048 R-19 FX.19.2X8.16 2 Wall 85 20.000 R-0 None THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments SLEEPING 1 SlabOnGrade 615 3.5 28.0 0.98 R-0.0 " 2 S1abOnGrade 451 3.5 28.0 0.98 R-2.0 HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency LIVING HPSplit 7.75 HSPF Crawlspace R-4.2 0.880 ACSplit 13.30 SEER Crawlspace R-4.2 0.910 SLEEPING HPSplit 7.75 HSPF Conditioned R-0 1.000 ACSplit 13.30 SEER Conditioned R-0 1.000 COMPUTER METHOD SUMMARY Page 10 C --2R Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control • • 4 WATER HEATING SYSTEMS Number` Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ' LIVING 1 Storage Electric Standard 1 0.94. 40 R-12 SLEEPING 2 Storage Electric Standard 1 0.92 .30 R-12 SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC.System. This is a multiple orientation building with no orientation restrictions. This printout is'for the front facing North. • • 4 HVAC SIZING Page 11 HVAC Project Title.......... Alfieri Residence Date........ 11/03/94 Project Address........ Building Permit # Plan Check / Date Field Check/ Date Oroville, CA. Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control GENERAL INFORMATION FloorArea ................. Volume.. .. ............ Front Orientation.......... Sizing Location............ Latitude ... ...... ........ Winter Outside Design.. .. Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange .. ...... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3737 sf 32304 cf Front Facing 0 deg (N) OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 18102 6018 Glazing Conduction ............... 16147 10496 Glazing Solar .................... n/a 19445 Infiltration ..................... 18375 7544 Internal Gain .................... n/a 2100 Ducts ............................ 3630 1720 Sensible Load .................... 56254 47322 Latent Load ...................... n/a 9464 Minimum Total Load 56254 56787 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 12 HVAC Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control HEATING AND'COOLING LOAD SUMMARY BY ZONE ZONE 'LIVING' ' Floor -Area..: .................. 2672 sf Volume ................. ... .:. 23784 cf Heating Cooling Description .(Btuh) (Btuh) Opaque Conduction and Solar...... 11023- 5116 Glazing Conduction ............... 11748 7636 Glazing Solar.................... n/a 13997 Infiltration ..................... 13528 5554 Internal Gain .................... n/a 2100 Ducts ............................ 3630 1720 Sensible Load .................. 39929 36123 Latent Load ................... n/a 7225 Minimum Zone Load -39929 43348 ZONE 'SLEEPING' Floor Area ....................... 1065 sf Volume............................ 8520 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction.and Solar..'.•... 7080 902 Glazing Conduction............... 4399`, 2859 Glazing Solar.. ............:.... n/a 5448 Infiltration ..................... 4846 1990 Internal Gain .................... n/a 0 Ducts............................ 01 0 Sensible Load .................... . 16325 11199 Latent Load ...... ................ n/a 2240 Minimum Zone Load 16325 13439 w HVAC SIZING Page 13 HVAC Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control GENERAL INFORMATION Floor Area...., ............. 3737 sf Volume.. .. ............ 32304 cf Front Orientation.......... Front Facing Sizing Location............ OROVILLE RS Latitude... .............. 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range.. ..... ..... 37 F Interior Shading Used...... No Exterior Shading Used ....... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 Description HEATING AND COOLING LOAD SUMMARY 90 deg (E) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 18102 6018 Glazing Conduction ............... 16147 10496 Glazing Solar .................... n/a 29124 Infiltration ..................... 18375 7544 Internal Gain .................... n/a 2100 Ducts ............................ 3630. 2059 Sensible Load .................... 56254 57340 Latent Load ...................... n/a 11468 Minimum Total Load 56254 68809 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered: It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 14 HVAC Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4:02 File-ALFIERI3 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'LIVING' 3 Floor Area .......................2672 sf Volume ........................... 23784 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 11023 5116 Glazing Conduction ............... 11748 7636 Glazing Solar .................... n/a 20779 Infiltration ..................... 13528 5554 Internal Gain .................... n/a 2100 Ducts ............................ 3630 2059 Sensible Load .................... 39929 43244 Latent Load ....................... n/a 8649 Minimum Zone Load 39929 51893 ZONE 'SLEEPING' Floor Area ....................... 1065 sf Volume ........................... 8520 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar....... 7080 902 Glazing Conduction ............... 4399 2859 Glazing Solar .................... n/a 8345 Infiltration ..................... 4846 1990 Internal Gain .................... n/a 0 Ducts............................ 0 0 Sensible Load .................... 16325 14097 Latent Load........ .............. n/a 28,19 Minimum Zone Load 16325 16916 HVAC SIZING Page 15 HVAC Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control GENERAL INFORMATION FloorArea ................. Volume.. .... ....... ... Front Orientation.......... Sizing Location............. Latitude... ............... Winter Outside Design.... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange.. ..... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 3737 sf 32304 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) 180 deg (S) Cooling (Btuh) Opaque Conduction and Solar...... 18102 6018 Glazing Conduction ............... 16147 10496 Glazing Solar ....................' . n/a 15319 Infiltration ..................... 18375 7544 Internal Gain .................... n/a 2100 Ducts ............................ 3630 1612 Sensible Load .................... 56254 43089 Latent Load ...................... n/a 8618 Minimum Total Load 56254 51707 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. Itis the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page.16 HVAC Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'LIVING' - Floor Area.... ............f..... 2672 sf Volume.. ....................... 23784 cf Heating - Description (Btuh)' Opaque Conduction and Solar...... Glazing Conduction .......... :.... Glazing Solar.. .... .......... Infiltration....... ............ InternalGain....... ............. Ducts.... ....................... Sensible Load .................... . ,Latent Load ...................... Minimum Zone Load 39929 ZONE 'SLEEPING' Floor Area ....................... 1065 sf Volume ........................... 8520 cf Heating Description (Btuh) Opaque Conduction and Solar...:.. Glazing Conduction.. ............. GlazingSolar .................... Infiltration ..................... Internal Gain......... ......... Ducts......... .................... 11023 11748 n/a 13528 n/a 3630 39929 n/a SensibleLoad .................... LatentLoad ...................... Minimum Zone Load I- 7080 4399 n/a 4846 n/a 0 16325 n/a 16325 Cooling (Btuh) 5116 7636 11833 5554 2100 1612, 33852 6770 40622 Cooling (Btuh) 902 2859 3486 1990 0 0 9237 1847 M HVAC SIZING Page 17 HVAC Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control GENERAL INFORMATION FloorArea ................. Volume.. ..... ........... Front Orientation.......... Sizing Location............ Latitude.. .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange........ ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 3737 sf 32304 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 270 deg (W) HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 18102 6018 Glazing Conduction ............... 16147 10496 Glazing Solar .................... n/a 28803 Infiltration ..................... 18375 7544 Internal Gain .................... n/a 2100 Ducts ............................ 3630 2047 Sensible Load .................... 56254 57007 Latent Load...... .............. n/a 11401 Minimum Total Load 56254 68409 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 18 HVAC" Project Title.......... Alfieri Residence Date........ 11/03/94 MICROPAS4 v4.02 File-ALFIERI3 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Zonal Control HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'LIVING' Floor Area ....................... 2672 sf Volume ........................... 23784 cf Heating Description (Btuh) Opaque Conduction and Solar...... 11023 Glazing Conduction ............... GlazingSolar .................... _11748 n/a Infiltration ..................... 13528 InternalGain .................... n/a Ducts ............................ 3630 Sensible Load .................... 39929 LatentLoad ...................... n/a Minimum Zone Load 39929 ZONE 'SLEEPING' Floor Area ....................... 1065 sf Volume ........................... 8520 cf ` Heating Description (Btuh) Opaque Conduction and Solar...... 7080 Glazing Conduction ............... 4399 Glazing Solar .................... n/a Infiltration ..................... 4846 InternalGain.................... . n/a Ducts............................ 0 Sensible Load .................... 16325 LatentLoad ...................... n/a Minimum Zone Load 16325 Cooling (Btuh) 5116 7636 20527 5554 2100 2047 42980 8596 51576 Cooling (Btuh) 902 2859 8276 1990 0 0 14027 2805 16832 `. Rmrn to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FCR -RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this 4262p acknowledgement be recorded prior to issuance of a building 94-p __---- permit. NOT COMPARED WITH The property described herein is adjacent to land or included ORIGINAL DOCUMENT within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited ' to herbicides, pesticides, and OCT fertilizers; and. from the pursuit of, agricultural operations 0 6 1 including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ( f�7-Td Date: .SF - / PR PPE TY 0 RS:IV ` State of Cal' ornia . County,of vlpke On qq before me, personally appeared p p oved to me on the basis of satisfactory evidence) to be the perso s) whose name!(s isk&er subscribed to the within instrumen 4nnd acknowledged to me that °he�shal 91 executed the same in hisfher/ a :authorized capacity , and that by hei signature sgon the instrument, the persons)�or the entity upon behalf of which the person s) cted, executed the instivIffient. WITNESS my hand and official seal. ROSA A. DE SIMONE " COMM, # 1017920 z Notary Public — Colitomlo 8 ORANGE COUNTY Signatu(i Seal: , My Comm. E)pires APR 22. 1998 g4-25.688 EXHIBIT "A" All that. certain real property situate in the Co►inty of Butte, State of.California, described as follows: Being a portion of Lot 41 as shown on'that Map of Oroville Wyandotte Fruit Lands Unit No. 2, recorded Alarch 7, 1927 in Book 11 of Maps, at pages 11 and 12, in the office of the Recorder of the County of Butte, State of California, and being more particularly described as follows: BEGINNING at a point in the Easterly line of said Lot 41, said point being also in the centerline of Ward Boulevard, from which point the Southeasterly corner of said Lot 41 bears South 230 43' West, a clistf►nce of 604.20 feet; thence North 731 25', West, a distance of 663.39 feet to a point on the Northwesterly line of said Lot 41; thence along the Northwesterly and Northerly line of said Lot 41, North 90 20' Cast, a distance of 26.71 feet to a point; thence NorLh 401 07' East, a distance of 121.04 feet to a point; thence North 000 43' Last, a distance of 195.35 feet to a*poi.nt; thence South 361 37' East, a distance of 146.60 feet to a point; thence North 201 30't-ast a distance of 233.10 feet to a point; thence North 0,1° 06' Fast, a distance of. 51.60 feet to a point; thence SUl►tll 030 05' Cast, a distance of 277.32 feet to a I oint at the Northeast corner of said L,ot 41, said point being in the centerline of said Ward Boulevard;, thence South 230 X13' West along the 'Easterly line of 'said Lot 41 and tlho centerline of ,said Ward Boulevard a distance of 400 feet to the point of beginning. EXCEPTIN'# TllERCFROJI a portion thereof more particularly described as follo,.1s: BEGINNING at a point in the Last line of said Lot 41, from which point the Northeast corner of said Lot bears North 23° 43' East 125.00 feet distant, said Cast line being also the centerline of Ward Boulevard; thence leave said Cast line North 73° 25' West 317.91 feet to a point in West line of said Lot 41; thence along tl►e West and North lines of said Lot, North 201 30' fast 50.94 feet; thence North 041 06' East, 51.30 feet; thence South 630 05' Cast 277.32 feet to tl►e Northeast corner of said Lot; thence South 23° 43' West 125.00 feet to the point of beginning. ALSO EXCEPTING THEREFROM that portion thereof more particularly described as follows: BEGINNING at a point in the Cast line of said Lot 41, from which point the Northeast corner of said Lot 41 bears North 23°• 43, Cast, 12:5.00 feet distant; said Cast line being also the centerline of Ward Boulevard; thence along said Cast line South 23° 43' West' 150.00 feet; thence leaving said Boulevard North 730 25' West 330.71 feet to a point in the West line of said Lot X11; thence North 23° 30' Last 152.12 feet along said Wast line; thence South 730 25' Cast 317.91 feet to the point of beginning. i, E14D OF DOCUMENT n��""`z"a:'r� e3�ral5�r;,i'>7N+'P'7'�.'G�i!.'.+I'fP}?"'. �.,�,-..,,�'•'`6i�+Vi�" �T�y �CM7i!!_�l�fC°"stti�,YF i. .....,.�.�..rRs•rn..:� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM • E.. ,/0 (One Form Per Building) School District O%2d 00 -EM Building Department No. A.P. Number 36 - 0.3Jurisdiction 0 City �ounty Property Owner Property Location/Address Zz Subdivison Lot No. Residential Development Commercial/Industrial .t ,, IT] 0 No. of Living MHI Units New, Building DepartrAbnt Representative 0 Addition Sq. Footage 5 -7 3 (Group R) Sq. Footage Addition (Including Exterior Roofed Areas) Date (Floor Plans reviewed by School District Personnel)` District Identification No. School District certifies that (Appli nt) (Street Address) (Phone Number) (City) (State) Y. (Zip Code) has complied with the requirements of Resolution'No. 93 - % A0 by payment of $ %. (o Sl representing square feet. Gest- CA, School District Representative //l --, - 9 Date Paid by Check Number �- Remarks: Bank Number 34- Paid by Cash 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 (CECQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. a White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) a s s t 1 ' sir roc v� 10.05KW PV ARRAY =Iftw ll FRANK AHOME ARMYu� r (60) KC 20OGT PV MODULES „µ ° APN�f# 068.130-036-000 {2j FRONIUS IG 6100 INVERTERWrAL,_A-1 ° 172 WARD BLVD. OROVILLE, CA 95966 '(60) (177.2CEC) (94.5%) = 10,047.24W -AC TOTAL SYSTEM SIZE=10,047.24W AC11 (530) 589 - 0537 R.._ '-=c ems_ ,�j} �O� , P .. 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A Sika SOLAR wriw+�w�opun - - REVISIONs - . . �a� ...e.a.�ni.r.r�.ew.cw IeEv ah DEsaarnai r am w►o FRANK A�:FtERI HOME 863 East Francisco BW ..nrw�.o...u...ww.aero "2 WAM K%CL d01OLLA QA SMS COVER Sen Rafael, CA 94901 ir.u.er.er..rrirW.rvrw ^�iwrwmio>aw1sw11SOMDFJE1ONDd0�f.01A •� �re�aetArar>~ww�Mrron.wrrr _ - /� � { �a�+ - _ JASON DuEpum Q CA LiG 0759086 /1/rr11�rR��lydA♦.rRlrl � � i�aa�i mo�s+w..�.aa: - on: � .. ,._.� •�• :I�AI�r<tllrlr®�gtr� � - (415)45"201 .w....rz.aw.�w�e anv ,.m wUeroDePART&W rSUNI A-0 MINIMUM SHADE SPACE 1 PANEL EDGE TO PANEL EDGE f tsa-to� - c INVERTER AND EQUIPMENT MOUNTED ON RACK -300' AC CONDIUT RUN @ 18" ( MIN ) 1" SCH80 PVC BARN ® 1 5 4 TILT: 22 DEGREE PITCH AZIMUTH: 225 DEGREES MINIMUM SHADE SPACE 1 PANEL EDGE TO PANEL EDGE f tsa-to� - c INVERTER AND EQUIPMENT MOUNTED ON RACK -300' AC CONDIUT RUN @ 18" ( MIN ) 1" SCH80 PVC BARN ® 1 9 SIZE: GROUND MOUNTED 10.05KW PV ARR, TILT: 22 DEGREE PITCH AZIMUTH: 225 DEGREES LOCATION: 39D 30'53.70"N j 121 D 29'43.9291W D ELEVATION: 605 FEET = A FEEDING BARN SUB PANEL • SPG SOLAR •oarv.owlr►.a SORG 863 East Francisco Blvd 140' OF EXISTING 2" SCH80 San Rafael, CA 94901 1�� we aaemao w wiowe<rwLv� m,.renoe�nommutun wreamPwmcLevQ=m wn (2) #1 CONDUCTORS FEEDING �0� CA Uc. #759086 . �"',:a.;. (415) 459-4201 �r�roMa�aarwma®ewes .r�oeaaeaaaeauneeea 6 ` 9 2 1 j D - EXISTING DIRECT BURIAL AC LINE FEEDING BARN SUB PANEL 140' OF EXISTING 2" SCH80 (2) #1 CONDUCTORS FEEDING c t SUB PANEL IN SHED } PGE MAIN SE VICE METE EXISTING HOME - SHED. • I PLANNIIN, . BUILDING PLAyliPPROVA ,G�DIVISION `_....:._..,_. Date: A D pamng: .Landscaping: - - WATER LINE (IRRIGATION) FROM SHED TO Other:. GRAPES Signature: W E +' By signing below, Customs i . `. system as designed hereiOWrl@I A' IBP# EJULC 7LE!�, { } r - Dated: APN: ��Z©7 y - FILWCPY`• REVISIONS- B'' CM AMD FRANK AL.FIERI HOME inwARDELvo. oROVIL1E.Gl► tine SITE / PLOT PLAN FMV DAA DEs'P"D" } 9 an.11-011 LL " soot 0t1EWSRlO A&DUEIOM 6101Dtma .. svo SOLAR anvraan: a .: , BULDRgOEPARMENtSMBTTAL A-1 ... .. munwno.rrmu an: 4 I 2 I 1 ! MINIMUM SHADE SPACE! ` PANEL EDGE TO PANEL EDGE . 86'-3" BARN INVERTERS AND EQUIPMENT MOUNTED ON RACK' B ? e n EXISTING DIRECT BURIAL AC LINE FEEDING BARN SUB PANEL -300' AC CONDIUT RUN @ 18t1(MINI) _ 1" SCH80 PVC A t SPG SOLAR. wlaRnn�oNa�atNc aEvisioNs er APPo VD. 0RERI - CA OU�nFRAN LA East Francisco Blvd�o�Am�1.1T�oo�lA.m o0.E.1,.IL,1. REV DATE � DEsowPDDR ucv �. >oaovilt�. ca► 95863 ��ARRAY ff4940ZA San Rafael, CA 94901 C�IIM/IOlIITn�DS01MSGA1DNWl N01!/INL�lR91C000�oo>ED - ` ^o+�T + ,DLENSM504034W " �� 1 11 3/32 1 -0 CA Lic. #759086' �G�O11tNm.N�aa NNYR IOINM /1NIO�NRIgUfTIN001lMNAI1M . 7I►40ND1lENSN�O JASO SAOSOIAR �,�.� • .. (415)459.4201 /w�� cr om�A"Hopkt®Inl�lmra n�OpMSGALL�NIt1alYQ .. -.. ano�cum. SMOI -ea.mwno.w..m:- un:. SMONG MPARTYEM SUBUMAL A-2 2 k t 4 C CD co 5 CY) A 4 C CD co CY) A I - Z: - - 04 MINIMUM SHADE SPACE! 00 PANEL EDGE TO PANEL EDGE 2 (60) KC200 GT PV MODULES AS .(6) STRINGS OF (10) . ^1 ^11 - cy B22 CHANNEL (SINGLE STRUT) POSTS 10' B22A(DBL.) ...............................20 TOP RAIL 20'B22SHA(DBL.) ......................... 20 PANEL RAILS 20'1322 ...........................................25 3 HOLE 90 ....................................40 22.5 DEG ..................................... 28 SETUPS ....................................-400 B22A CHANNEL (DBL STRUT) S OKI CD co A 81-011p' On --814 SPGSPG �0�� SOLAR East Francesco Blvd San Rafael, CA 94901 CA Lic: 0759086 (415)459-4201 rw�o 0FAP&YAUTWWJ=YAPNN8CU?W 4 FOOTINGS 12" WIDE BY 30" DEEP B22A POSTS RUN TO BOTTOM B102 THREE HOLE CORNER ANGLE (90) T -CLIPS W / STAINLESS HARDWARE N 0 8163 TWO HOLE OPEN ANGLE (22.5) Z 0 SPG SOLAR" 663 East �rsnasco Bt�M SM R$fW, CA 94901 CA W •7590x6 (415)459-4201 www+owwna """"`""""""""""�'r" MI�RM���gm11wIR1� REvt6br►S( ALFMI HOME m+�Kw. oNo+�u�, CA� STRUCTURAL DETAIL an e[ta� BY acv AMC i� ���.rr� �rwwr wwawrwiw,w�wr �w�rwwRw�wwrwwrcw n. oulwo p �m aAP�06004W NTS .`«"wiw.cwi no�cw: �n eernucm�w�: nn: MJILDMq O®MTIEM N�MTTK S-1 0 (10) KC 20OGT PV MODULES (IN SERIES) (10) KC 20DGT PV MODULES (IN SERIES) (10) KC 20OGT PV MODULES (IN SERIES) (19 KC 200GT PV MODULES (IN SERIES) (10) KC 20OGT PV MODULES (IN SERIES) (10) KC 20WT PV MODULES (IN SERIES) ALL PANELS BONDED TO RACK W / (1) #12 BARE COPPER C PER MODULE: MAXIMUM POWER 20OW MAX POWER VOLTAGE: 26.3V OPEN CIRCUIT VOLTAGE: 32.9V MAX POWER CURRENT: 7.61A SHORT CIRCUIT CURRENT: 621A (10) 8TRING TOTAL:- TOTAL OPEN CIRCUIT VOLTAGE: 329 VOLTS TOTAL MAX POWER VOLTAGE: 263 VOLTS FRON= IG 5100 INVERTER: PEAK EFFICIENCY: 95.2% MAX DC CURRENT. 33.2A MAX AC CURRENT: 21.3A a JL N1�AWCUIMTL ..ao LHIOfMi•Hw---- 1► HNNMiL wH Hr HHIRwwmT►TOTHIlH�1 �HHw RNt M�HOIN K1or7SIH�S0Y6t MYUROGH nECTRICJLL SHOCK IYIfAItD. 00 NOT TOUGH TENON" ON 801H UNE AW LOAD SM. A WY ENERQITED. 4NAMP MAN SERVILE wiieor►ouw e0 /ILS1 SREAI�R 4 SCAMP osoowH>c D IA DC FUM uxlw.a ses+cit 3/4 -Off OR tFIC (11N) /10 TMINN.4 CONDUC`MM (100' MAX = 0.7% VD) (1) 310TMVYN-2 GROUND 314 • EW OR L nC4 "0 TMINN,2 CONDUCTORS (I00' MAX = 0.7% (1) s1DTHWN-2 GROUND DR. FRANK ALFIERI 10.05KW PV ARRAY (60) KC 20OGT PV MODULES (2) FRONIUS IG 5100 INVERTER (60) (177.2CEC) (94.5%M) 010,047.24W AC TOTAL SYSTEM SIZE=10,047.24W AC CRJm wX TO BE MWALLED NEXT TO SEED. OYER EXISTING r COWUI T M /1 "WRQ OONDIICTORB VO (1) A TWMQ GROUND 145 (=sTm rsem Pve) wioaam comx=mRs FORom POINT OF CONNECTION:THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SMALL BE CONNECTED AS SPECIFIED IN NO."A) OR (B). f 4 SHED E FRONLUS IG 5100 5.1KIVNVERTER 440 VAC UL01741 "DINAL AC/DC H3iP FRON M IG 6100 &Ixw NVERTER 240 VAC" ULA1741 NTEANAL AC/DC orscs oFP 11rEWTORLTW(11"— (2) 810 "WQ CONDUCTORS (39 MAX = 0.7% VD) (1) N "I M2 GROUND ( FOR EACH 54VEJM ) 300 FTAC RUN TO CRISlY NOX LMN). 8CN@0 ►VC 1W Ir COVEF GONDEPUTom (wo = (1) N TNwNQ GROUND 172 VAARO SLVC OROVI LE, CA 011111110 ii4 oL�eNMINr� '+ oN �r�Io aMwls� "" �� oae.rwm: un a 3" 1 3" 50 AMP SUS PANEL w/ (Z) 30A, DSL. POLE, PV BREAKERS CONDUCTOR VOLTAGE DROP CVD (DC) = 0.7% CVD (AC) = 2.5% TOTAL CONDUCTOR VOLTAGE DROP = 3.2% SINGLE LINE NTS SUILINO OE►•RTNEM SUBUMAL E•1 0 H a A pa� SPG SOLAR wisseYHrw.wiwHHHn 663 East Francisco Blvd �NLTW�AHOMMYTA rH..HTR.HH�.oH.�.TH.H- L sm"m �..H.H.Hw,...�.HHHHATw.TH. San Rafael, CA 94901 �IMHITSOOHHHHHAH1o.HSOHHHHHu HOTtounimmov"N mSri FA � CA um I�7s906s On.�.MYOAOTIMOaMM111NF.A1/II NA THOHHHHIw�A1fo1 (415) 4594201 VAV" "R a'.:'.:M.R:Kawwm f 4 SHED E FRONLUS IG 5100 5.1KIVNVERTER 440 VAC UL01741 "DINAL AC/DC H3iP FRON M IG 6100 &Ixw NVERTER 240 VAC" ULA1741 NTEANAL AC/DC orscs oFP 11rEWTORLTW(11"— (2) 810 "WQ CONDUCTORS (39 MAX = 0.7% VD) (1) N "I M2 GROUND ( FOR EACH 54VEJM ) 300 FTAC RUN TO CRISlY NOX LMN). 8CN@0 ►VC 1W Ir COVEF GONDEPUTom (wo = (1) N TNwNQ GROUND 172 VAARO SLVC OROVI LE, CA 011111110 ii4 oL�eNMINr� '+ oN �r�Io aMwls� "" �� oae.rwm: un a 3" 1 3" 50 AMP SUS PANEL w/ (Z) 30A, DSL. POLE, PV BREAKERS CONDUCTOR VOLTAGE DROP CVD (DC) = 0.7% CVD (AC) = 2.5% TOTAL CONDUCTOR VOLTAGE DROP = 3.2% SINGLE LINE NTS SUILINO OE►•RTNEM SUBUMAL E•1 0 H a A k�c�o►o x14 1 -*K afFa.rh w/ ►t -16d *N dor UWI�ES M QTHERW)SF - SEF DETAIL. 7- S.z FO DECK vFTRit- �fF1_Y DATE „ j^ SCALE JOQ SHEET OF ' I :) SHEETS STOCKDRA"ING FORM NO. 101.65 - , i �4 Iz►,�� �'.E10T' NQTkp pTM R WISir. � S� � DETAIL. 7 S. - FO DECK DETAIL. o QE^516N ORgG TRUSS FOR DESIGNHYED :.ORDING - APPI-Y 1-.0,91) 7O BUTTON CHORD HND VNIFOKr*l" E)I5'rkif Ut)T . ►NTo TOP CHOkD IV'IFi WE$�, JOI'ALPI�ikI' �4 Iz►,�� �'.E10T' NQTkp pTM R WISir. � S� � DETAIL. 7 S. - FO DECK DETAIL. o QE^516N ORgG TRUSS FOR DESIGNHYED :.ORDING - APPI-Y 1-.0,91) 7O BUTTON CHORD HND VNIFOKr*l" E)I5'rkif Ut)T . ►NTo TOP CHOkD IV'IFi WE$�, JOI'ALPI�ikI'