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HomeMy WebLinkAbout011-310-007I 1 �-•.T MV �.J,,..;,...�.�y .; ..roc .._ .. .. . _.. ;� r Stanley J. Smart �_ �`� 1�- con STANLEY J. SMART Of 7 �Ov 00 EIS Humbug Rd, app 3 mi past cov - ered bridge, Chico B08-0791 SCA a��;=017=100-007• NSD _ S �: I . ' Permit#7039-79E (temp power pole MISCELLANEOU t- Electric Panel for well ELECTRICAL} SERVICE CHANGE OU' 12700 CENTERVILLE*RDr , JN. �t Permit #53{1h-80B(new�pr3,. Stora a bldg.) _ - ermit #1 A-82B(lst renewal/5393-80)� 11-31-07 969=90E, r� — RIPPNER,�Robeit Shawn. ,1 — Centervi e -Rd, Chico ,I (lighting. for tennis'_c urts)� _ Q 11- -07 �I Permit#1656-90B,P,E,M: ,__(new single family) 11-31-0p Permit 2493-91B. ' ,.(1st renew/ 1656-90)� M 011-31-0-007 91-4069 "r 4R I PPNER, ROBER & SHAW11 1' CONTR : CULL' AN 12700 CENT VILLE RD,,-CH1CO .WATER SOF, NER/SF B07-2168 ' 'a.i" `� ;,017-100-007 _ MISCELLANEOUS,, -' HVAC Change Out1 CHANGE OUT HVAC UNITS(3) , .12700 CENTERVILLE RD' =r `•RIPPNER ROBERT S & SHAWN B08-0267 ` 017-100-007 MISCELLANEOUS '•Phtovtaic Sys Gnid GROUND MOUNT SOLAR SYSTEM 12700 CENTERVILLE'RD RIPPNER, ROBERT S & S .+ s a I r .1 �-•.T MV �.J,,..;,...�.�y .; ..roc .._ .. .. . _.. ;� r Stanley J. Smart �_ �`� 1�- con STANLEY J. SMART Of 7 �Ov 00 EIS Humbug Rd, app 3 mi past cov - ered bridge, Chico B08-0791 SCA a��;=017=100-007• NSD _ S �: I . ' Permit#7039-79E (temp power pole MISCELLANEOU t- Electric Panel for well ELECTRICAL} SERVICE CHANGE OU' 12700 CENTERVILLE*RDr , JN. �t Permit #53{1h-80B(new�pr3,. Stora a bldg.) _ - ermit #1 A-82B(lst renewal/5393-80)� 11-31-07 969=90E, r� — RIPPNER,�Robeit Shawn. ,1 — Centervi e -Rd, Chico ,I (lighting. for tennis'_c urts)� _ Q 11- -07 �I Permit#1656-90B,P,E,M: ,__(new single family) 11-31-0p Permit 2493-91B. ' ,.(1st renew/ 1656-90)� M 011-31-0-007 91-4069 "r 4R I PPNER, ROBER & SHAW11 1' CONTR : CULL' AN 12700 CENT VILLE RD,,-CH1CO .WATER SOF, NER/SF B07-2168 ' 'a.i" `� ;,017-100-007 _ MISCELLANEOUS,, -' HVAC Change Out1 CHANGE OUT HVAC UNITS(3) , .12700 CENTERVILLE RD' =r `•RIPPNER ROBERT S & SHAWN B08-0267 ` 017-100-007 MISCELLANEOUS '•Phtovtaic Sys Gnid GROUND MOUNT SOLAR SYSTEM 12700 CENTERVILLE'RD RIPPNER, ROBERT S & S BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds s , PROJECT INFORMATION Site Address: 12700 CENTERVILLE RD Owner: Permit No: B08-0267 APN: 017-100-007 RIPPNER, ROBERT S & S Issued Date: 03/14/2008 By KCG Permit type: MISCELLANEOUS 12700 CENTERVILLE ROAD Subtype: Phtovtaic Sys Grnd CHICO, CA 95928 Expiration Date: 03/14/2009 Description: GROUND MOUNT SOLAR SYSTEM (530) 521-2251 Occupancy: Zoning: FR2 F Contractor Applicant: Square Footage: ' S P G SOLAR INC S P G SOLAR INC Building Garage Remdl/Addn 521 CAL OAK ROAD 521 CAL OAK ROAD OROVILLE, CA 95.965 OROVILLE, CA 95965 Other Porch/Patio Total (530) 533-5988 (530) 533-5988 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Photovoltaic System $421.93 Total Charged: $500.83 Fees Paid: $500.83 Balance Due: $0.00 Receipt No: B6376 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION_ Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License S P G SOLAR INC 759086 / B C46 C10 / 01/3112010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is. exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 03/14/2008 penalty ($500]; Please check one of the following: C ractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). E31(HAYE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; 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 Carrier: STATE FUND policy Number:046-0016178-2006Exp. Date:04/01/2008 Contractor's License Law.). (This section need not a completed if the permit is or one hun red dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 03/14/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 03/14/2008 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building �� S g atufe Date (SEC ARNING: FAILURE TO WORKERS' CO SATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE BRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. ASdA1 Lie,,QS yJC, 03/14/2008 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of rmitte N] Print Date the performance of the work for which this permit is issued. (3097 civ. code) d. ❑ Owner. 1:1 Contractor OR E]Agent for Ownerfor Contractor FILE COPY Lenders Address City State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. _ �i 4, BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last NameNeap a�CeiJ%C2vlItE First Names%C�l/l% Mailing Address /Z7Uv �D City el4icv State eA z"7 6 ,,,Za Phone/53o) Fax E-mail CONTRACTOR Name So t-42 Address 521 e-46 CSA/G 40 CityO)e0U16t;_r' state �q zip Phonr6-7!5e)535 Fax E-mail Lic. #7 S9 O Y 6 Class -I lo cy / APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Dioao u26 Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name sX ,S'OG, we Address 3_21 ,;aw 6,44 eo City Dioao u26 State 1_64 Zip Phone's- a, Fax E-mail I APPLICANT SIGNATURE I X PROJECT LOCATION API 017-1&0_GqD7-006 Property Address /0,740 eCC6 city Cid/co IXQ592 WORKER'S COMPENSATION Policy Number ©Q Id / 7 S 7 Carrier .S' g I D v�J If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: 15.0-7 7_2P //a e tlG A�e�4 r� Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning- Flood Zone X SRA Yes No Occ. T pe Const. .Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds 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. O 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://municir)alcodes.lexisnexis.com/codesibutteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0267 Location: 12700 CENTERVILLE RD Parcel Number: 017-100-007 Owner Name: RIPPNER, ROBERT S & S Description: GROUND MOUNT SOLAR Date: 02/15/2008 Phone: (530) 521-2251 Signature of Applicant: �� Date: 02/15/2008 LE .Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds �fC O O O 0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-0267 Location: 12700 CENTERVILLE RD Parcel Number: 017-100-007 Owner Name: RIPPNER, ROBERT S & S Description: GROUND MOUNT SOLAR Date: 02/15/2008 By: KCG Sub Type: Phtovtaic Svs Grnd Phone: (530) 521-2251 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 02/15/2008 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive BUTTE COUNTY Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecountv.net/dds PLAN CHANGE ❑ FEB 2 '3 2008 DEVELOPMENT SERVICES Owner's Name: 918"P_AP#: BP#: 13O 7- D 2 6 7 RECHECK C� aj 7 /00 -- 007 Received By: AL Date: - Q Time: Contact Person & Phone Number: -4-4-94W Qve,-J 61, c g7q - Ge 0/0 PURPOSE OF PLAN CHANGE OR RECHECK- iG T -I- -0 PF /tje_.e2,. -),,, �h / r c ❑ Response to Inspector's Correction Notice - Inspector's Name: esponse to Plan Check Letter - Plans Examiner's Name: *Submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: El El Mail to Call �--7 ^, - - % q7j - ( O 00 Deliver with Next Inspection ( for 8 V2 X 11 only) and .hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $118.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 2/08 tE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 12700 CENTERVILLE RD Owner: Permit No: B07-2168 APN: 017-100-007 RIPPNER ROBERT S & SHAWN Issued Date: 10/18/2007 By KCG Permit type: MISCELLANEOUS 12700 CENTERVILLE ROAD Subtype: HVAC Change Out CHICO, CA 95928 Expiration Date: 10/17/2008 Description: CHANGE OUT HVAC UNITS(3) (530) 895-0926 - Occupancy: Zoning: FR2 F Contractor Applicant: Square Footage: MC CLELLAND AIR CONDITIONING MC CLELLAND AIR CONDIT Building Garage Remdl/Addn 801 MARAUDER STREET 801 MARAUDER STREET CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 891-6202 (530) 891-6202 ' FEE INFORMATION DBM Heat Pump (Package Unit) $174.00 Total Charged: $174.00 Fees Paid: $174.00 Balance Due: $0.00 Receipt No: B5026 _- LICENSED -CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION -... Contractor (N me) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License MC CLEL ND AIR CONDITIOI 345121 / C20 / 01/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY FFIRM UNDER PEN TK OF PERJURY that I am licensed under provisions of Chapter 9 (comme g with Section 7000) ivision 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in f 1 f ice and a act. 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 10/18/207 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: C tractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION:DECLARATION - I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I AVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required b ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permi is i ued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; �V yt thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the State Fund 272-0000642 U^ Cartier. Policy Number: Exp. Dat Contractors License Law.). (This section nee not be completed if the permit is or one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any on in any manner so as to become subject to the Workers' I should become subject to the workers' Compensati laws of Califor a, anTbor X 10/18/2007 compensaf provisions of actio Code, I shall forthwith comply with those Owner's Signature Date provision L/17 X I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building ,seatre— Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, g death, and properly damage caused by, arising out of, or in any way connected with inVoccu DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND thf this permit. I he y issuance of this permit does not authorize the uncy of any sid al , swalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. ;ackpowledgeat Cr the above nti6nespection purposes. I hereby certify that I am the ho'tortydwnersbehalf. CONSTRUCTION�LENDING AGENCYPror - - 10/18/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for A506 of Permittee PrfKt Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR. Agent for Owne�e t for Contractor FILE COPY Lender's Address City State Zip '0 2j i 0 BUTTE COUNTY 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 0 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" ►://� SIGNATURE Owl I For office use only: OWNER Last Name p n irst Name y _ Address ^ 4 City (D (,� �� -+e State Stated ^ 0 City Phone ;� State —FP Fax E -mail Chico ►://� SIGNATURE Owl I For office use only: CONTRACTOR Name p n Address McClelland Air ond.Inc Address Occ. State 801 Maruader Street City Page State —FP E-mail Date Approved: Chico CA 95973 Phone 891-6202 Fax 891-5137 E-mail Uc. # 345121 Clast– 2 ►://� SIGNATURE Owl I For office use only: ARCHITECT/ENGINEER Name p n Address Yes City Occ. State Zip Phone Page Fax E-mail Date Approved: State License Number ►://� SIGNATURE Owl I For office use only: APPLICANT NAME Name p n Address Yes City Occ. State Zip Phone Page Fax E-mail Date Approved: ►://� SIGNATURE Owl I For office use only: Zoning Property Address ?,-TCO Flood Zone I S A7 Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BIN # LOCATION APC) 1-1 - loo -Og7 —CuD Property Address ?,-TCO Cross Street WORKER'S COMPENSATION Policy Number 00471 Carrier State Fund If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy - (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. I I Received by: �/ - Amount: � Bldg I I UVLK FUK SUBMITTAL REQUIREMENTS U KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Receipt #: _do Date: 10- 1 0 . 07 SRA Sheriff SMTP. Total REV 7-27-04 �4 F17E N I L -11-31-0-7 I P�56-90BP 656 90B,P,E,M RIPPNER, Shawn & Robert 12 .7 ft GRd, Chico Contr : SaiMoif�omiYlft (new single family) "W 0 MIX, JV -To it -1: New Si,�ue, -s--jo C04rP-Actwt- 0 )OWL (Q /1, VISES of IcSo f?F-(O14- it ex Ln 21ZMa1vtS - IN _GG .0 AS'- 0 K 13 6 R 0 % CAP n'rollrll A14 4--jS'jj'- 1 At Math R. Wdals hacVs ro I OLV" -eo0(>LCU - OFFICE COPY ou A Date CD Date < < (D 2 2 Z-4 'JO6'FINALED (Date) L Signature J=OK O = Not OK - = Not Applicable Not Ready MOBILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except Ws 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch & Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 0. Gas; Location -Test -Wrap: /. /"L"ft. / P'Nat. or/ P'L" ft./ /'LPG 7. Utility Clearance Date Card B-1 Date Card B-1 ` Date Card B-1 Date Card B-1 Data MOBILE HOME INSTALLATION (Plans) OK except Ws 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -Crossovers -Breakers -Clearances ; 5. Drain; MH Test -Fall -Flex Connector & Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval & Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B=1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK exceptvs 1. Zoning Requirements -Setbacks -Easements 2. Footings; Solls-Size-Depth-Spacing-Connectors-Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors Shthg: Rfg:Brecing. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors \ 7. Electric �K 9. Frmg; Sits-Anchors-Studs-Rftre-Trusses 9. Siding; Nailing -Veneer -Stucco' -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date'- Card B-1 Date POOLS (Plans) OK except Ws 1. Setbacks -Easements 2. Soils; Compaction -Structure Stabilityk ,`. •'t 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI - & Elec.;Enclosures; Conduit Entrles-Terminals-Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater & Elec.; Grounding; Equip, w/5' Circulating Equip: Pool Lghtg. Boxes-Enclosure's-Panelboards-Ins. to Main In Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1. Date Card B-1 Date Card B-1 } 4�, i 'J=015 O=Not OK ' - = Not Applicable Not Ready RESIDENTIAL' (Single & Duplex) ' =' Date UN ERFLOOR Plans OK except fi's Date / FRAMING (Continued). l j /Zonirt6--c�3tbacks-Easements-Flood-Slone f ______ .,__. -___ .__t__ V' Ftg., Main; Soils-&1era„,QWg.-Att, Ftg. Depth *3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. W.., Porges & Decks; Soils -Steel-/ /Ftg. Depth .. 1.404 S alts, Main; Steel-Blockouts-Wrapped 4&WI/y(�SM. Hold Downs and Sndbial Anchors Q"_ f/L. " -Ra 8. Pis-FireolaW Fto.-Steel / qw 1 V !�/ V.; Fall -Fitting -t% -,2 Way C/O -Sewer 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation ' Date Card B-1Da e g Card B-1 Date Ca B-1 fil. 0, Ztat61/'?Z' Card B - Date PLUNgING Pe except p's a tr.; ccess-Combusti n ir-Baffle c--MOater Pipe; jest & Anch -NaPlir—otectibp y -„,Shower V.; i in Anchor -Nail Protection' Pan;est, First Floor -Tub Access Test Tub & Shower, Second Floor-Tub.Access Gas Pipe; Size & Anchors Date Date Card B-1 S Date lbard B-1 Card B-1 Date' Card'B-1 Date EL TRICAL Permit OK except k's fixture & Transformer Clearance -Ins. Protec "on Elec. Receptacles Spacing -Lights & Swi es at Doors S' B es & No. of Conducto S ed R ex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Meeh. Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size/GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al Range Circ. / or AI -Oven Circ. / / ga. Cu or Al. Insulated Net I 13 Yes No Service -Riser Conductors & Ground -Main Disconnect 1 Equip. Clearances Panels-Motors-Mech. Equip. 5LDthes Closet Light -Shower Light -Spa Light V11%moke Detector Date F, q9] Card B-1 SA Date Card B-1 Dated Card B-1 Date Card B-1 Date ME ANICAL Permit OK except ti's A.C. Ducts Insulation & Support Venk Fan; Exhaust above insulation ” ondensate Dr & Overflow; Size & Grade urnance Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date --1-4 Card B-1 Date Card B-1 a. Date FR ING (Plans) OK except if's ils, Proper Material &Anchors Date Card B-1 t��\_O� Date\,.�.q� Card B-1 Is Studs -Nailing, Spacing & Bracing -Plate -Sound (S Date %k -2 -Pil Card B-1 a.ing Wal over Gird s & Floor Nailing Comments at Final: -44 aSC� aft St in Walls t proof) It ire Furre a s -Stair -Tub 'CROAA el —41 o�EBR Headers & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) ,Cing. Joist-Rftr. ties- Purl in—roof.Brac-Truss-Shthng.- g. Fireplace Ties or Type A Flue -Fireplace Throat cleidnce Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions ,Pro rty Line Fi wall & Openings t. Do ;OpL T -Check Garage -3rd Story, 2 Exits StlipWidtiy-Headroom-Rise-Run-landing-Fire Protection twood on Roof Overhang -Attic Vents -Rafter Outriggers X55. Siding -Nailing Veneer Y66. stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 57. Glazing Area -Glass Protection -Skylights -Plastic. 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date f Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA Plans) OK except ff's t. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector- In Garage; Above Floor -Ducts -Meth. Protection W.O" .I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel; Breaker Sizes & Labels UAL Stairs & fireplace or Stove; Clearances -Hearth TU-Mlec. Outlets at Wood Panel; Int. & Ext. 7 it. ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7 Elec. Outlets & Receptacles at Kit. Counter 72"0arage Fire Door; Swing -Landing -Closer 7T.^KC.-Duct in Garage -Damper Ve"Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection P1,0, Elec. & Mach. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 0 Yes ailatails Deck Construction -Post Caps -Re-t'QR^Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes jp-' ollowing instld.; Drive 0 Yes O No; Walks 13 Yes ❑ No; Planters ❑ Yes 13 No Stucco; Brown-PKsh it connect, lectrical, lumbing tents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84r'Water Well; Disconnect, Electrical, Plumbing Exteri ec. Trim; G.Feceptacle-Underground . 96"Ventilation Throughout House Glass Protection 8& --Corrections from Previous Inspections oT'Gas T t -Meters Tagged; Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE DEPARTMENT OF—PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile —,Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE =_ fete 6�6' _ 90 y OWNER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office `d when c rection of work is completed. If you have any question pertaining to this matte , or need additional explanation, please contact this office immediately. d1n.r, =4Y Inspector"""- -; i • `x3 L , Y COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE. OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mater, or need additional explanation, please contact this office immediately. n�T� O6L� Date Ci �' Inspector ` COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS • „ 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise -Phone: 872-6307 CORRECTION NOTICE Q -J,,10 x7 r -e'(- I6 S -G-% 0 OWNER 11 PERMIT NO. A routine inspection indicates that the following lations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 0 0 k 'u rc� t�PS ii ©` Ck 4D o r O c.st S InS �G /o-Yi O rn _ DT� �/I ®7 O r.�/ C I O J� 1` t •P r' / � o c' G' 1--t'P !` Q 1"�,/�K a � l Q S S � C/ C! �( -� � ��G ►4'l 0 1 n Ct n.-. Date ` ��— �� Inspector IN vl , 0 ( k ` 1�=.-�.• ;mak--�-�� . � . ""."�-' COUNTY OF BUTTE i DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE k1 Myr 2 165 6—q6 OWER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. - - - f,-. -- - hm? SV �IAll 14 430�t„oI Arrr hL- LO-WWATtt- G.xri?rr11a2 1iLa-c7(71e- AT- PArio Date L2 (, / Inspector -41.. J DEC- .3-:� 1 TUE 12:12 P I ONNEER ELEC 3459015 P.01 - .. -• ~ ISS a�!` � .. A �. A � a ' ` i •.a«A. , A. There vas some confusion in my mind when I originally,did ` this load talc. on hoer to treat the air condiEioners.,, Looking at example No. l(b) the N-.E.C. clearly -intends that 25% of the'largest motor be'added into -the calculation. Looking at example No..2(b), wh1ch is the guide I used in figuring the Rippner's Load Calc. there is no mention of. adding 25% of the largest motor -',Therefore, when I did the Calc. I used the RLA figures for the A/Cls. When .the -inspector came back.asktng that the MCA figures be used I' knew he was incorrect but it didn't seem worth arguing about. Now that we are down to arguing over an amp here and'there the problem of how to figure the air,conditioners into the load talc- becomes very Important. After doing some further reading in some supplementary -material I find that the - correct method is to include the largest (or one of the, largest) motor(s) at 1125%. This is what I have done in this. ' revision of the Load Calc: - z As for figuring the tennis court lights at 100% because "when they're on they're on", the same can be said for everything' 1 else in the "Other Load" section except: for the general lighting and .smal,l appliance circuits. I sincerely believe that this house will run Just fine on ' 200 Amps. If you have a concern about the service on this ` house I would like the hear about it.' All I have. fora• guide 'i.s the National Electrical Code and it says that 229-amp5 the �. appropriate service for this house.. If these people have any trouble with their service, such as tripping the main• breaker,,then I would feel obligated to take whatever - measures were necessary to make the system right. We are in this for the long haul and have -no desire -to alienate either a custom or the Putte County inspectors. on the.other hand I S feel this is a very inopportune time to raise questions about the gtlality or appropriateness of our vork. Sincerely,,.�II s Michael B. Tiolloway Partner/Estimator Pioneer Elec. " 343-1701 • PAX 345-9015 x I s'<,..'9 J. �� ,1.: ."rte':^ b'l'L7.z_. .r ,.».'l: .!. �! .•�...__.. -. ... _ - ' - .i'_w. 'i1$'�.. 1718 MANGROVE AVE., CHICO, CA 95926 343-1701 LICENSE NO 467614 To: Santo C.ominos 11/25/91' Re: Rippner Residence Load Calculation Optional Calcultation for One -Family Dwe-lying: Air Conditioning kVA Calculation: 1 @ 11.5 A 2 @ 21.5 A Total: 54.5 A X 240 = 13,080 Load Included at 100% Air Conditioning. ...................13,080 Other.Load: 5160 sq. ft. at 3 volt=amperes........... 15,480 Two 20 -amp small appliance circuits..... 3,000 Three Laundry circuits ................... 4,500 Three 'Dryer circuits ....................13,500 One Oven............... 8,000- Well........... ....................... 2,000 One Trash Compactor...... 600 OneDishwasher .......................... 990 Two Garbage Disposals ................... 1,776 TOTAL OTHER LOAD.............................49,816 1st 10kVA-at 100%....... .. • .10,000. Remainder at 40%(39.8 Kvax .4)....... 15,920 Air Conditioner Load from above....... 13,080 Total Calculted Load....... ............. 39,000 volt-amperes 39,000VA/240 V = 162.5 Amperes elm •I araFT1r 1718 MANGROVE AVE., CHICO, CA 95926 343-1701 LICENSE NO 467614 To: Santo C.ominos 11/25/91' Re: Rippner Residence Load Calculation Optional Calcultation for One -Family Dwe-lying: Air Conditioning kVA Calculation: 1 @ 11.5 A 2 @ 21.5 A Total: 54.5 A X 240 = 13,080 Load Included at 100% Air Conditioning. ...................13,080 Other.Load: 5160 sq. ft. at 3 volt=amperes........... 15,480 Two 20 -amp small appliance circuits..... 3,000 Three Laundry circuits ................... 4,500 Three 'Dryer circuits ....................13,500 One Oven............... 8,000- Well........... ....................... 2,000 One Trash Compactor...... 600 OneDishwasher .......................... 990 Two Garbage Disposals ................... 1,776 TOTAL OTHER LOAD.............................49,816 1st 10kVA-at 100%....... .. • .10,000. Remainder at 40%(39.8 Kvax .4)....... 15,920 Air Conditioner Load from above....... 13,080 Total Calculted Load....... ............. 39,000 volt-amperes 39,000VA/240 V = 162.5 Amperes 15'6e 0 4 2 Is -'a O V1Isk 3 - • [ , .. .. . .... J • . . . , • +141 %.. ............. +IL+W . . .. . . . . f 1 1 'i' �,ft1 I 15'6e 0 4 1718 MANGRCVE AVE., CHICO, CA 95926 i 343-1701 LICENSE NO 467614 To: Santo Cominos 11/26/91. Re: Rippner Residence Load Calculation (revised) Optional Calcultation for One -Family Dwelling: Air Conditioning kVA Calculation: 1 @ 15.2 A 2 1 28.3 A Total: 71.8 A X 240 = 1.7,.232 Load Included at 100% Air Conditioning .......... .............17;232 Other Load: 5160 sq. ft.. at 3 volt-amperes.......... 15,480 Two 20 -amp small appliance circuits...... 3,000 Three Laundry circuits .................. 4,500 Three Dryer circuits ..........:.........13,500 OneOven................................8,000 Well.................................... 2,000 OneTrash Compactor ..................... 600 OneDishwasher .......................... 990 Two Garbage Disposals.—............ ........ 1,776 Tennis court lighting (1.8 A ea.)........ 3,456 Forced air units (3 @ 900 VA............ 2,700 TOTAL OTHER LOAD...:.........................55,922 1st 10kVA at 100`x .....................10,000 Remainder at.40%(45.9 Kva x .4) ....... 18,360 Air Conditioner Load from above...... 17,232 Total Calculted Load ................. 45,592 volt-amperes 45,592VA/240 V = 189.9 Amperes 5"y 60 000 4500 2��8a 3000 359, �;1 � � , 11 Cp A t � • t< � S t � r V' c— 2--91 N 0 N 16:29 P I ONNEEO: ELEC 3459015 P.01 s 1719 Mangrove Ave. Chico, CA 95926 `dei. '(916)3 43-1 x'01. Fax. (916)3, 45-9015 J Date, ; 1 / i�.- t Mtn. From: Subject:` #' o# Pages: - ,J , ed -- _ Ile 32ri .? V'�)- tlORO VX 4 1 - -'=+ 1 t•101 -•a 1 6: 3E' F' 10 N N ETOME EC 34 590 S S For voltages not and fcr iine current data w!1e"1 Quartz Standby is used, ccri !t factory P.0 Ballast Line Current Data Ballast line Current ®�.ta 70 medium base' 5,400 PAH High Pow-vr Factor Normal PoWer Factor _ Operating Total HPS High Power Factor Total 5farting Wattage Current 354' HPS Operating Curren! Normal Power tractor Talal Starling, Operating Wattage Current Current Current Current 120V 44 .78 .38 4.1 1.35 .63 277V 419 '2 208V 54 .58 .32 52 .93 _ .67 1.10 125 240V 54 .50 .28 52 .81 .58 120V 215 1.30 - 277V_ 54 .41 ~ _ .24 52 .70 30 90 50W HPS 277V 215 .55 .80 480V 215 .3.5 .45 i.".. 120V 62 .95 .55 62 1.80 1.18 208V 29_2 .92 208V 79 .81 ,43 78' 1.33 .87 1.08 240.' w 79 277V 79 .70 .58 .37 .35 78 78 1.15 _ 1.00 .75 .65 70W HPS 4,00 _ 2.30 -_ 240V 455 .52 j 120V 86 1.30 .75 86 2.10 1.60 1.00- 208V 105 _ .87 .56 99 1,46 _ 1.0: 240V 105 .7T---74 - 99 1.27 792 277V 1080 3.50 277V 105 .61 .42 99 1,10 .80 480\/ 92 .21 .21 94 55 .47 _ Wattage Base 100W HPS Horizontal i Lamp Position tamp Position 1Zoy 115 1.80 1.05 115 3.05 _^ 2,10 206V 128 1,40 .67 128 1.80 1.S0 240V 118 1.10 .58 128 1.58 1.30 277V 130 1.00 58 1.30_ 1,6.5 480V 130 a Sow HPS_.___��.r.,. -33 _ .29-=-` yk8 `u _1.85 .77 .61 120V 170 208V 1(38 240V 188 2.35 1,65 1.45 1.50 96 _83 70 9 W�?8 188 4.50 2.90 2,50 3.20 2.35 2.05 277V 190 1.12 .81 190 2.55 2.10 480V 196 .50 .42 IBB 2.10 1.60 25OW HPS 120V 300 1.80 2.75 n 208V 300 M 1,00 1.60 2V 300 .90 1,38 27777V 300 .78 1.20 480V 300 40OW HPS_- .38 .69 r 120V 465 2.82 4.30 208V 465 156 2.48 240V 465 1.36 2,15 277V 465 1.18 1.86 -v- 480V 465 .75 1.07 _ 1000W HPS 120V 1100 208V 1100 240V 1100 277V 1100_ 480V 480V 11UO 6.35 3.30 3.20 2.754. v A,efi 9.20 5.10_ r.60 j, _ - r - For voltages not and fcr iine current data w!1e"1 Quartz Standby is used, ccri !t factory P.0 Ballast Line Current Data 70 medium base' 5,400 PAH High Pow-vr Factor Normal PoWer Factor Total Starting Operating Total _ Starlir.. Operating Current Current Wattage Current Current _Wattage 70W MH 1000 niogul base 110,000 88r040` 120V 89 1159 .85 89 2.80 2.26 277V 419 '2 .37 89 1:28 1,02 100W MH 120V 125 2.40 1.10 125 4.0 3.20 p - 277V 115 1.15 .50 115 "', - 1.74 '1.40 175W MH ti 120V 215 1.30 - 1.80 q - - 208V 215f 75 1.05 240V 215 .65' 90 277V 215 .55 .80 480V 215 .3.5 .45 i.".. 25OW MH 120V 292 1.60 2.50 208V 29_2 .92 1.44 - 240V 292 .80 1.25 2.77V 292 .69 1.08 480V 292 .40 _ 63 " 40OW MH 120V 455 1.10 4,00 208V 455 .70 2.30 t� 240V 455 .52 j 2.00 277V 455 .45 1.75 480V 455 :38 1.00- 1000W MH _^ 120V 1080 0.00 9.00 206V 1060 4.60 :5.20 �- 240V 1080 4.00 450 277V 1080 3.50 3.90 - 480V 1080 2.00. 2.25 Lame Lumen Data Standard Line C ear Lam s_ -----• Initial Lumen RatirrK Wattage Base Vcri- iCT Horizontal i Lamp Position tamp Position Metal Halide 70 medium base' 5,400 .4,000 - _. 100 medium base _ 7,800 ',,6 ,24() 175 mogul base 14,000 ! 2,000•' 250 nug I base 20,500 19,500 400 niggul base 36,000 .�-" 32,000 1000 niogul base 110,000 88r040` '(rating for "Universal Burn Positirin" lamp; special High -Output , "Horizontal Burn" lamp is available -consult factory.) .. . NOTE: For lumen rating on lamps, not shown here, pie se consult factory. 49 Trim herr (or Cu:romer Uv. {_ (800) 558-7883 Wisconsin (800) 236-•7500 (414)886'-1900' in, II 14 DEC:- 3-91 TUE 12 13 PIC-IfA LEEP EI -E,=: � 3459015 1718 1llANGRa/E AVE., CHICO, CA 9;926 343-1701 LICE14SE NO d6?5'4 12/3/91 To: Jim Glanders - Butte Co. Building Dept. Re: Rippner Residence Load Calculation (revised) Using the Optional Calcultation for One -Family Dwelling: Aiz Conditioning kVA Calculation: 1 @ 28.3 A MCA: ie sum of the motozz plus 25% of largest 1 @ 21.5 A RLA: ie Rated Load Amps 1 @ 1. A RLA I-�'l / z. - Total: Total: 6:1 '7 A X 240 = 14,784 Load Incju�.it�c1 at 100% 1q-7 � Air Conditioning, ....................... 14,784 Other Load: 5160 sq. ft. at 3 volt-amperes.......... 15,'480 Two 20 -amp small appliance circuits..... 3,000 Three Laundry circuits .................. 4,500 One Dryer circuit 4,500 OneOven.... ....., Well. .. .. Aux. Pump.....®o..o. .. One Trash Gnx►pac o.>` .......... .....�4 One Dishwasher. 990 Two Gazbage Disposals.................. 1,--i76 Tennis court lighting (1.080 VA ea.).,,,. 8,640 Forced air units (3 @ 900 VA.2,700 TOTAL OTHER LOAD.............................52,098 �. 1st 10kVA at 100%. ...............10,000 Remainder at 40`x(42.1 Kva x .4) ....... 16,840 Air Conditioner Load from above.,.... Total Calculted road.._.............. 41,624 volt-amperes 41,624VA/240 V 173,43 Amperes r I L VQ 1 - �6 Z ,3: C [0 U li- 0 m J M ZLL 70 ca 0 LU 0 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, CallforniA 95965 - Telephone: 916/538-7541 -?— APPLICATIQ,NANd PERMIT I ASSESSOR PARCEL NUMBER • 11-31-007 ZONING FR -2 BUILDING PERMIT OWNER Shawn & Robert Rippner TELEPHONE 895-0926 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 7 Kingston Circle, Chico 95926 IST RENEWAL CONTRACTOR'S NAME Santo Cominos TELEPHONE 893-8647 CONTRACTOR'S MAILING ADDRESS 1230 Bidwell Ave., Chico 95926 Fireplace CONSTRUCTION LENDER Tehama County Bank UNKNOWN Total Valuation Is Filing Fee $ 2.00 LENDER'S MAILING ADDRESS Chico Permi: Fce -a'Fee $370.25 ARCHITF-CT OR LN ,INEEP. LICENSE NO. Plan Cher -Ring Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 380.25 PLUMBING PERMIT Filing Fee 10.00 12700 Humbug Rd., Chico Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 Im USE OF STRUCTURE P0 SF Duplex❑ Mobilehome❑ Other New Single Family SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work:_ 1st Renewal of B.P. #1656-90 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service SS 100 AMP OV OR RSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declar under e y of perjury (check I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi Code and my license is in fu l rce and effect. 3 License No. � Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ 1 m exempt under Sec. , Business and Professions Code f Vs reason NEW CONST. ( DWELLING OCCUP.� , OR ADDNS. ACC. BLDGS. /4sgft NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2ALO 30 eALe3o FIXED EX. Occup. OUTLETS P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declenalty of perjury (check one): ❑ The permit is for $100.00 (va ua6on or ess. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate f Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction pnd hereby authorize representatives of the County of Butte to enter upon ove-mentioned property for inspection purposes. 1 also agree indemnify and keep harmless the County of Butte against all liabal' judg nts, c s, and expenses which may in any way accrue If a said County n co a uence of the granting of this permit. 7., ,Z Z�� r Date Signa pplicant - Owner ❑ Contractors Agent ❑ An OSHA permit is required for excavations over 5' deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $380.25 E HAz. cuA PARK SCHL FLD PAR PD I HD. Issu This permit is hereby issued unoer the applicable provi- sions or the Butte County. Code and/or resolutions to do work indi ted above for which fees have been paid. DI R OF IC WORKS By 7/20%t9$. PE IT EXPIRES Date _ �3! Receipt No. ! WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT I.t"*._. ...�^c �iS'�.-'rT�c:��vE3's..`riyr,�wLf�f•'�-'�'"s,�. �..�..,,�,v,i../"sial'kr1`r�:Li"Lr*}✓'1.N•-..''.^r.�..w�n.r .+*__���.�r ..�•.r. ., COUNTY OF BUTTE -DEPARTMENT- OF'PUBLIC WORKS - BUILDING DIVISION b.r.,..i .. ♦-ii-J11in�. . 7 COUNTY CENTER D0VE - ORO. LE -1 A 95965 - TELEPHONE: 916/53&7541 PERMIT APPLICATION DATA SHEET - i _ Permit No. - OWNER PA: A. P. No. P - _2/ -007 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 RECEIVED APPR,DYED 1. All items have been submitted . .............. 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ .. 11. Chico Urban Area fees paid ....................................... - - ' 12. Park fees paid .................................................... ` 13• School District fees paid .... `4 14. Sanitation approval from Health Department 15. City of Chico plumbing permit. ti 16. Plot plan and business license approval from City of (see City for other requirements) ds 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be. required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date).. 21. Contractor's license information (No., Name Style, Classification) .. m• 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner o, Mail to owner ❑) ..... 24. Recorded co'py of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization .................................... 26. 27. ` - When you issue the permit, process as fol loyv<s­ '­ Mail to owner. Mail to contractor. ' 1 Telephone and hold for pickup at office. 'Deliver w/inspector. Other 4 :� *� Appl ican Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date ' Copy of plans sent Health Dept. Fire Dept. Other Dates By The following data must -be -submitted prior to permit issuance: (Circle new--i•tem-not=checkedlab ove). 1. Index permit for above items No. 2. Additional items required:' Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by ..date Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP,folder Date COUNTY OF BUTTE - DEF'ARTMFNT OF PUBLIC WORKS PERMIT NO. 0 , 7 Caounty Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 11-31-007 ZONING _ BUILDING PERMIT OWNER TELEPHONE BUILDING VALUATION R 205,880.00 OWNER'S MAILING ADDRESS 7 Ki KSQ.FT.00C. .00 CONTRACTOR'S AME TELEPHONE 122.50 Coy. 1,225.00 CONTRACTOR'S MAILING ADDRESS 1230 'eI 61 1-(rC.. CJA IC 'JS 92,(., Fireplace 41 0 10 000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 222.434.00 Filing Fee Permit Fee $ $ 740.5 10.00 LENDER'S MAILING ADDRE s Chiro ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee 2 Energy Plan Checking Fee E$.. y 19 00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS /44 in /,4 !, Per fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 81 2.00 1 36.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 1 5.00 5.00 Each qas water heater or vent 2 5.00 10.00 USE OF STRUCTURE SF D Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5,00 Building sewer 1 5.00 5.00 Mobile Home S I G I W 10.00.2 TYPE OF WORK New® Addition[] Remodel❑ Utilities❑ Installation❑ Other❑ Describe work: 4 Bedroom - 2 Story _ Permit Fee $71.00 Contractor ELECTRICAL PERMIT Filing Fee 10. j Main service V OR LE 100 AMP ORSLESS 1 10.00 10: r Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F]I. I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ontract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING O OR ADDNS. ACC. SLOGS. 3� g /20sgIt 13$. 0 NEW CONSTR. ULTI.OUTLET 2.50.20 NON-RESID BRANCH CIRC ITS /POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occu zo a 50C Occup(OUTLETS OR FIXTURES .221-030 FIXED APLNS EX. Occup. OUTLETS PIRESID IREA.) 2.00 Temporary service 1 10.00 10.00 Mobile Home Facilities 15.00 Misc. lyirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate / of Consent to Self -Insure. lid�il I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling 9 Ton 3 11.0 33.00 Hood 1 3.00 3.00 Ventilation 4 3.011 12.00 ' Permit Fee $ 76.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof 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 liabilit s, judgments, costs, and expenses which may in any way accrue agains d County i onse rice of the granting of this per it. X d S Date Signature of Applicant - Ownerff Controctor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 0.00 OCC CONST TYPE TOTAL FEE $ 1,483.15. ALSCHL HAZ CUA PARK FED L4AR YPDJHD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated abo a for which fees E OR OF PUBLIC By i PERMIT EXPIRES Vate the applicable resolutions have WORKS Date provi- to do been paid. Z ` Receipt No. ,C�L: / I WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT . �- _,.rF w+.�r wr-i,.,yr• .. �--�1•yi�TgC�,Rn�, �...,r 1'�ME " COUNTY OF BUTTE - DEPARTpAEN drF BLIC WORKS; BUILDING DIVISION / y 7 COUNTY CENTER DRIVE?- OROVII&ACAISI: �. NIA 95965 -TELEPHONE: 916/538-7541 - .: • PERMIT APPLICATION DATA SHEET Permit No. OWNER ILLA. P. /No. 3 se — ��- Proposed Building 5 Building Inspector LSA/ Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 8.atgmn p"f Intent for,. � g ngffneere truss details and layout in duplicate (requiredior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ........................................................ 10. Fees of $ 11. Chico Urban Area fees paid ..... . 12. Park fees paid ..... 13. ,i' O/Z C , 7 School District fees paid ........... :.... 6, - 15 -CJD .f'' t Qanitation approval from Health Department 15. City of Chico plumbing permit ....................................: 16. Plot -plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 1,A. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to,.occupancy) Pre-Inspec. request to 1 20. Pre -Inspection for required ... Building inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... A 22. Certificate of Workmans Compensation Insurance .................. �.S wner-Builder Verification (Given to owner ❑, Mail to owner ❑) ..... _614glIT Recorded copy'of Agricultural Acknowledgment Statement ......... ! -15-9 °. 25. Letter of signature authorization ................................... 26. 27. When ou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone +895'-012 6 and hold for pickup at office. Deliver w/inspectok, Copy of plans sent Health Dept., Fire Dept., Other - Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Inde ,kpermit-f.or above items No. 2. Additional items r6quired: Contractor, designer, owner, was adv(sed of,above required data by_phone_maiI—counter by .date Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date Plans checked by Date Plans approved by. Date_ Sets of plans on hold in . File cabinet AP folder Copy -DPW /� ?7 TO: Building Department FROM: Encroachmen:t. Permit Section w RE: Driveway 'Clearance C&Z, �e owner location AP # Driveway permit 86 z: has been issued for the above property. si ature date To Buildinv Department Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply L Hold final for: Water Supply, Final clearance O.R. for: Water Supply Clearance for �— bedroom Vie'home. Other i –' v - lJ NOTE **" ---� 7R_ Sanit r an Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroymer California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARS �NL13 EP^ O p l ZONING _ F BUILDING PERMIT owN TELEPHONE SO. FT. OCC. BUILDING VALUATION I e 7 ��0 OWNER'S AILING ADDRESS 1 /.✓ off.✓ iC lLct� CHl c..� CiA %SIL G Z 5— opr.r L S CONTRA DR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace V 1 0 ;(? 0 CON RUCTION LENDER cefr_ / vr UNKNOWN Total Valuation � $ Filing Fee $ 10.()0,- 0OQ-C-0 LENOER'S AILING ADDRESS -C-0ye n Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee 1 PLUMBING PERMIT Filing Fee 10.00 ' Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 I o> USE OF STRUCTURE SF Duplex[]Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Ste' Building sewer I 5.00 Mobile Home I S I G JW I 10.00 e TYPE OF WORK NewNfl"Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �' Permit Fee $ 721 Q0 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 °7 Main Service EA. ADO'L 100 AMP NEW CONST • / DWELLING Oc uP OR ADDNS, l ACC. BLOGS. 2.50 7 /z¢sgft 3 CONTRACTORS LICENSE LAW ' I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force;and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered / for sale. (Sec. 7044) s I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) w ❑ I am exempt under Sec. ,,Business and Professions Code for this reason NEW CONSTR. ULTI-OUTL NO N.R ESIO BRANCH CIRC ITS 2.50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 G 0t BAL9 eA�osoQ FIX❑ Ex. Occup. OUTLD TSP(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE ''declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department /a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating .V J h 3 1 6— p Co LlV-- Cooling Hood 3,00 Ventilation o' permit Fee $ rYa Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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 agains d County n -equence of the granting of this pe it. X Date �qo 14gSign a of Applicant — OU Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structuresover3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ O occ CONST TYPE /� TOTAL FEE $ Ll HAZ CUA PARK $CHL FLD PAR PD HD ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By OFRAIIT .^-VO7RIFQ rl.to the applicable provi- resolutions to do have been paid. WORKS Date Receipt No.y ! , _ _ 5/89 RESIDENTIAL PLAN CHECKING .GUIDE i (S:F. , DUPLEX & MISC. ONLY) Gl f44_l E5 Bldg. Permit # 1(0 J 0 -'':�10 OWNER I PP I`l Er: --e D ENC.E A.P. # 0 1 001 - O GENERAL - P- V I wEp FS Y BrrrTE GOL)QTY PJL D� 1. Zoning requirements: (sideyards and number of permitted living units). 2. Valuation. Plans signed by designer. Energy Design and Compliance. -- S IG -j NAA--rU PLFS , 5. Existing violations on property._ 6. Items on data sheet. PLOT PLAN- 1. LAN- 1. Complete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map or compliance document. 7. FAU & FAS road setback. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). --3-" Required windows for second exit (Sec. 1204). ,4/ Skylights (Chapter 34 & Sec. 5207). 5 uman impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior -outlets (Article 210-8). Light.fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. .4-6: Garage firewall, door size, and closer (Sec. 503(d)(3)). ,1-1'. 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 5 Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). �! Guardrail details (Sec. 1711 & 3306(j)). ,31' Brick or stone veneer (Chapter 30). 5/89 ' RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Exterior plaster - weep. screeds (Sec. 4706). ,,5' Proper roof pitch for roof covering (Chapter 32). .fT Roof covering type - (fire hazard). Rafter ties or'bearing ridge beam. Garage door or porch header sizes. Adequate bracing. I-@'.-Living area over garage - complete 1-h6ur separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. .1-5'.- Noise requirements on duplexes. ,�<Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE:. 916-538-7541 Robert & Shawn Rippner 6 Kingston Circle ' Chico, CA 95926 With reference to the above subject: /XXY Attached is: DATE JiMa 25, %cin._ RE: Permit Xppin famil A. P. 47' 4#1656-90 for new single 11-31-07 Application for permit Mobilehome Utilities Installation Sheet..* XXXBuilding Plans Mobilehome Installation Information Sheet - XXX Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER TXWe need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License.Law information or check exemption statement. Complete plans in including plot plans. Plot. plans in Structural details in Complete plans and calcs in by registered engineer or architect. % Energy design including Street and drainage improvement plan approval from Land Development Section'(DPW). 9 sets of plans -in accordance with the changes marked in red. XXXXXSanitation approval from Butte County Health Departmentat: xxx 196 Memorial Way,'Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER 1. Structural caics were not forwarded to contract plan checker wcrl= 110t ttial-Ity received. Please resubmit with returned nlans and h ------- r---- `-"""'•"' - -L.-Y 111- ---ti uuvereu items o= concern. 2. Resubmit Red Marked Plans Should you have any questions concerning the above, please contact J.P_ Glander of this office. JFG/a j Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector 1718 MANGROVE AVE., CHICO, CA 95926 343-1701 LICENSE NO 467614 To: Santo Cominos Re: Rippner Residence Load Calculation (revised-) Optional Calcultation for One -Family Dwelling: Air Conditioning kVA Calculation: 1 @ 15.2 A 2 @ 28.3 A Total: 71.8 A X 240 = 17,232 - Load Included at 100% Air Conditioning ........................17,232 11/26/91 Other Load: 5160 sq. ft. at 3 volt-amperes.......... 15,480 Two 20 -amp small appliance circuits..... 3;,000 Three Laundry circuits .................. 4,500 Three Dryer circuits ....................13,500 One Oven. •. 8,000 1HP Well .................................. 2,000 i6AAiPs 3 g 0 One Trash Compactor ..................... 600 6,5 W 1Zo V'l5G o One Dishwasher. 990 ICQSa 7.,(o Two Garbage Disposals ................... 1,776 '319 NP l?y$ Tennis court lighting (1080 VA ea.)..... 8,640 Forced air units (3 @ 900 VA............ 2,700 TOTAL OTHER LOAD. ..........................61,106 1st 10kVA at 100% .....................10,000 l0000 Remainder at 40%( 51.1 Kva x .4) ....... 20, 442 54043 r51, Air Conditioner Load from above...... 17,232 Total Calculted Load.... .............. 47,674 volt-amperes �`�a�i•�_ 47,674VA/240 V = 198.6 Amperes `Co �j �� 1Z & ► t l C (k i I ate/ Z` �} �}-r -�- F_ t4 jq S C o LA P- 7' �-1 G l+T 1 nI G C A nl I rJ c i'o i` 6 T -1t W i -I 1AStNGCl ORT(0P4A� Nl_Cv�t,ATl6^! �5 'r✓(Z $_) f 9BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number t� �.. OC)- Building Department No.� G %� School District Ck1l •City F --j County "' Jurisdiction Property Owner 5 1WA ,1 rJ Project Location/Address cao/ort-0 )y �i0 Cf// Subdivision Lot Number Residential Development: Sq. Footage J # of Living. MHI Addiltion (Group R) Units Commercial/Industrial: Sq. Footage Newt Addition (Including Exterior Roofed Areas) j 1 entative Date / (Floor Plans reviewed by School District Personnel)` �- District Id No.w c/o b(a049 �h i Cry Yt %A�i t= lF0 School' District certifies that ii/. /Yi.e�C1 h-, (Ap'pliiccant► Name) .- ( Phone Number) I�t / ( ,la kk (`Street Address) .rte (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the payment of $ ,g��(.3 representing15/Ji/7-square feet. School Oistricyt Representative Date PAID BY CHECK NO. 01/7 REMARKS: BANK NO PAID BY CASH M white-applicant,f,yellow-building department,�pink-school district SCHOOL.FEE ,(8/88) IFLU 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 (916) 872-0254 FAX (916) 872-9331 County of Butte July 18, 1990 Building Department 7 County Center Drive Oroville, CA 95965 Subject: Complete & Energy Plan Check - Recheck Project: Rippner Residence - #1656-90 The resubmitted Plans and submitted Structural Calc's were reviewed and the required revisions noted on Plans in red. Resubmittal of Plans to FLT Engineering is NOT required. Enclosed: l set of Construction Plans (Original & R-1) 1 set of Structural Calc's (R-1) 1 set of Soils Report (R-1) 1 set of Energy Calc's (R-1) _ 1 set of "ConForm" Spec's (R-1) 1 set of ICBO Report#4572 (R-1) Sincerely your Frank L. Tyukos 7 ILII\ I� I I I I\ I I fll 1 1 1 l\ I 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 (916) 872-0254 FAX (916) 872-9331 Mr. James F. Glander June 21, 1990 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Subject: Complete & Energy Plan Check Project: Rippner Residence #1656-90 The submitted Construction Plans were reviewed and the required additional information and revisions noted in red. Resubmittal of Plans is required. Submittal of complete Structural Calculations and Energy Calc's is required. Please return the marked - up Plans with the resubmittal: Enclosed: 1 set of Construction Plans Statement (under separate cover) Sincerely yours, /�,� Frank L.. Tyukos February 9, 1990 Rob Rippner 1230 East Bidwell Ave. Chico, Ca 95926 LAVER L. ROPER & ASSOCIATES, INC. GEOTECHNICAL CONSULTANTS • ENGINEERING LABORATORIES Subject: Geotechnical Investigation Rippner Residence, Centerville Road Butte Creek Canyon Butte County, California Our Job Number 9038 Mr. Rippner: 1805 TRIBUTE ROAD. SUITE A SACRAMENTO. CA 95815 PHONE 916/929-0267 Per the request of Santo Cominos Construction, a geotechnical investigation has been performed at the subject site. It is our understanding that the proposed structure is a two story masonry structure with a slab on grade foundation. Foundation loads will be moderate. The site plan and -foundation loading data were furnished by Santo Cominos Construction, Chico, California. The foundation study conducted at this site was prepared for the use of the architect and structural engineer for application to the design of the building in accordance with generally accepted geotechnical engineering practices. No warranty is expressed or implied. This report presents the results of this study. The general geology of the area indicates that the soils at this site are alluvial over residual. The general topography of the area is mountainous. The field. investigation conducted at this site consisted of excavating 3 exploratory test pits to depths of 3 to 7 feet. It „ was not possible to drill test holes and obtain undisturbed core samples because of the large gravel and cobble in the.soil. The approximate location of the test pits is shown on the location map, Plate Number 1. The location of the test pits was determined by -.pacing.- Hence, accuracy can be implied only to the degree that this method warrants. The graphic log of the test pits is shown, on the Soil Profile' Sheet, Plate Number 2. The Soil Profile Legend is shown on Plate Number.3. Rob Rippner February 9, 1990 Page 2 Visual classification of each soil stratum encountered was made in the field at the time the test pits were excavated. 'The soil samples retained were checked in the laboratory by a geotechnical engineer to augment the field classification and a description of each soil encountered is shown on the Soil Profile Sheet. The soils encountered in the test pits varied. The surface soils consisted of silty, sandy, gravelly, cobble and clayey, sandy, gravelly, cobble. The surface soils were underlaid with sandstone in TP1 and TP3. No sandstone was encountered in TP2. The soil profile sheet shows subsurface conditions at the date and location indicated and it is not warranted that they are representative of subsurface conditions at other locations and times. An ASTM D1557 Compaction Test was conducted on a sample of the soil. The results of this test are presented next. ASTM D1557 COMPACTION TEST RESULTS - Maximum Dry Optimum Moisture Material Density-lb/cu.ft. Content -percent Clayey sand and cobble 122.0 ' 11.1 Only one field density test was taken due to the high cobble content of the soil. The results of that test are presented below. FIELD DENSITY TEST RESULTS Test Dry Density Moisture Relative Date No. lb.cu.ft Content% Compaction Location Elev. 2 6 90 1 106.4 19.2 87 N E Cor SG No ground water was encountered in the test pits at the.time they were excavated. The surface 6 to 12 inches of soil encountered in the test pits is soft and compressible. Rob Rippner February 9, 1990 Page 3 In order to provide adequate support for the structure at this site, the building pad should be stripped of all organic matter, loose soils, rubble, etc. After the area is stripped of all organic matter, loose soils, rubble, and all required cuts are made, the subgrade thus exposed should be scarified to a depth of 8 inches or the depth of the loose and compressible soils. The greater depth will govern. Footings should be carried to a minimum depth=of-18=inches below -finished grade -for: two story structures-.--. These foundations can be loaded to bearing capacities not to exceed --20-00--pounds=•per�-squaie foot. Minimum width of footings should be established as�wl2-inches:—Foundations should be reinforced. If slab on grade is used, a_minimum -of -4-inches of- clean --g ravel should be placed beneath the slab on grade. This gravel should be well graded between a maximum size of 1 inch and a minimum size of 1/4 inch with zero percent passing the No. 4 sieve. Where passage of moisture through the slab would be detrimental, an impervious vapor barrier should be provided. The recommendations of this report are based on the information provided regarding the proposed construction as well as the subsoil conditions encountered at the test pit locations. If the proposed construction is modified or resited, or if it is found during construction that subsurface conditions differ from those described on the soil profile sheet, the conclusions -and recommendations of this report should be considered invalid unless the changes are reviewed and the conclusions and recommendations modified or approved in writing. The analysis, conclusions and recommendations contained in this report are based on the site conditions as they existed at the time the test pits were excavated. It was assumed that the test pits are representative of the subsurface conditions throughout the site. If there is a substantial lapse of time between the submission of our report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent 'to the site; we urge that our report be reviewed to determine the applicability of.the conclusions and recommendations considering the changed conditions and time lapse. This report is applicable only for the project and site studied. This report should not be used after 3 years. Rob Rippner February 9, 1990 Page 4 Our professional services were performed, our findings obtained, and our recommendations proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Test findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or implied. LLR:jpb soils\9038 Very truly yours, LAVER L. ROPER & ASSOCIATES, INC. Laver L. Roper, President Civil Engineer No. 15555 r IYI . a TP -3 Q e D PROPOSED TP—�+ W TP -1 _ cn N NOT TO SCALE RIPNER RESIDENCE CENTERVILLE ROAD BUTTE COUNTY. CALIFORNIA LOCATION MAP LAVER L. ROPER do ASSOCIATES OEonoWCAL COMLTAKT7 - COUNEUMIY LADMATOOMB 1{00 TRIOM ROAD. SUM A - MGNOIT4 G 0"15 DATE 16—FE"O =CZVM� om. 00. 6036-1 13353 PLATE MWlER 1 �A A' TPS TP-1 LL0 CLAYEY SAND AND GRAVEL CLAYEY SAND AND GRAVEL WITH COBBLE WITH COBBLE ' SANDSTONE 3 10 W W W Z M H d W D B 8' TP-2 0 SILTY SAND AND GRAVEL WITH COBBLE S 10 RIPNER RESIDENCE SCALE CENTERVILLE ROAD BUTTE COUNTY, CALIFORNIA se .e=, SLOW ►Ea FOOT SOIL PROFILE LAVER L. ROPER & ASSOCIATES The lines deslgnating the Interface between typas of soils on the soil profiles aohtIs4tx CONSU.TANTS— ENCIMMDIs WmUTMICI are determined by Interpolation and are therefore approximotlona. The 16" TRIMM ROAD. SUITE s—RACKA1Ofr4 CA $3413 transition between the materials may be abrupt or gqroduol. Only at the boring 16—FEB-00 locations should profiles be considered as res onably accurate. DATE ssw. so. 0038-2rn�[L�isai ro. 15535 PLATE Me M / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS !/ 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT qr�&T_NO ASSESSOR PARCE -NUMBER 11-31-007 ZONING 1 BUILDING PERMIT OWNER Robert & Shawn Ri ner TELEPHONE 95-0926 .SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 12700 CEnterville Rd., CHico 95928 CONTRACTOR'S NAME 1 TELEPHONE CONTRACCTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Water SnftPnar SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work:Water Softener — U. V. Light Permit Fee $22.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ) ElNON-RESID I am licensed under provisions Of Chapt. 9, Div. 3 of the BUSIne33 and Professions Code and my license Is In full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.fk\ OR ACDNS. ACC. BLDGS. / 3.6asq.ft. NEW CONSTR MULTI -OUTLET BRANCH CIRCITS @ 5.00 (POWER APPARATUS R1 SINGLE OUTLET CIR. / 1 5.00 5.00 Ex. Occup(OUTLETS OR FIXTURES 20 U 75 FIXED APLNS.❑ EX. OCCUp. OUTLETS PIRESID )REAJ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g -15.00 Permit Fee $ 20,00 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Ell'I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Coolin g Hood 6.50 Ventilation -- Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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 liabiliti S, judts, costs, and expenses which may In any way accrue agains a Countconsequence of the granting of this per X Date Z �( An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height.I Mobile Home Installation Fee S Ener Inspection Fee Energy P $ occ CONST TYPE I TOTAL FEE $ 42.00 HAZ 0FEES I IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the sions of the to County de and/or work indi t d a ve r hich fees C 7gLIC BY PERMIT EXPIRES Date /,/—Z-/-9Z— applicable provi- resolutions to do have been paid. WORKS /— Date` 2f —9V Receipt No. 103972 WNITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT�.,OF NOLIC WORKS - BUILDING DIVISION 7 COUNTY CENTS IVE - OROVIA-;'? NIA 95965 - TEL6,PHONE: 916/538-7541 - PERMIT APPLICATION DATA SHEET / PA , Permit No. OWNER �- f //(__ I -A. P. < J 5 �% Proposed Building Use U/& 5,wj So ding Inspector Date 4 :71. f permit' application, I was advised the following data must be submitted prior to permit processing and/or issuance: ' DATE RECEIVED APPROVED A11Mems have been submitted..... 2. Plot'plans in duplicate/triplicate, signed by preparer of plans. ... 3. Complete plans in duplicate/triplicate, signed by preparer.,of plans 4. Complete engineered plans and calcs, with wet signature on plans - 5. Hazardous Material Form .........� .........................: .... . 6. Energy Design Compliance and supporting documentation ..:...... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data inching manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid.......................................I ......... 13• School District fees paid .... � ......... 14. Sanitation approval from Health Department 15. City of Chico plumbing permit .............................:....... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When y,o15 Issue the permit orocess as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other �} Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone—nail counter by .date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARC NyMB I ! —�BUILDING ZONING PERMIT OWNER R, Pe AZ TELEPHONE p 11!5 S0. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING DDR SS Zen *4 C CO TRAC OR'S NAM TE EPHONE CONTRACTOR'S MAILING ADDRESS ` Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penal ty $ BUILDING ADDRESS � / � � Cj . Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.001 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other S SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherA Describe work: L✓a er SsFf..e�- ti,e �l.o - ``��•• 1,MEE A, Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00A OR LESS 18.50 Main service 200A TO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of erur (check one): perjury ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license IS In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. ,_ Business and Professions Code for this reason NEW CONST. / DWELLING OCCUPM 3.64 sq.ft. OR ADDNS. 1 ACC, BLDGS. NEW CON5TR ULTI.OUTLET NON.RESID BRANCH CIRCUITS) @ 5.00 POWER APPARATUS &) SINGLE OUTLET CIR. Q / EX. Occup( OUTLETS OR FIXTURES 20 75d Ex. OCCUp. OUTLETS FIXED (RESID IREA.1 I 3.00 _ Temporary service 15.00 Mobile Home Facilities 15.00 Misc. lyirin g 15.00 Permit Fee $ an 0-0— WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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. 1 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 consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES HAz 1 0FEES I IMP I FLOOD I COF PARCEL PD HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By DatePERMIT EXPIRES Date Receipt No. WNITE•O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT i C SPECIAL INSPECTOR FINAL REPORT D F �� O� 22, 1991, Date: August To City or County of: Butte County Building' Department $ l Address: ' 1459 Humboldt Rd. City: Chico State: CA Zip Code: 95928 Attention: Scott Rutherford ' Re: Final Project Report Project Name: Rippnor House Address: Centerville Rd.. Butte Creek Canyon-, _ To whom it may concern: - This is to certify that I performed special inspection on the following portions of the work at the above address which required continuous inspection, and which I was employed to inspect: The placement of all Conform Polystyrene Forms for reinforced concrete walls was done in accordance with Tr3Q Evaluation Report No 4572 (dated March 1990), and also conforms to the requirements of the Uniform Building Code. The placement of all reinforcement within the Conform Polystyrene Forms for reinforced concrete walls was done in conformance with ICBO Evaluation Report 4572, Sect. 2614•(d) of the UBC, and per the approved building plans and specifications.' Based upon my personal observation and written reports of this work, it is my judgment that the inspected work was performed; to the best of my knowledge, in,accordance with the approved plans, specifications, and the applicable workmanship provisions of the Uniform Building Code. i Ve ;truly yo rs . August 22, 1991 (Special Inspector's Signature) _ Date Gerald A. Powers Certified Building Inspector--No.•11508 Print Full Name cc: Client/Owner. T Y Architect/Engineer ' ID Number COMMUNITY SERVICES DEPARTMENT BUILDING CITYorCHICO Gerald A. Powers INC 1872 Combination Building Inspector Fifth and Main Streets PO. Box 3420 Chico, CA 95927 (918) 895-4894 25 7 County Center Drive '-- Oroville, California 95965 Telephone-, 53'1-4541 , APPLICATION' ANN PERM -IT Owner Mailinc Address "�� Cji (t�i �7- ST. � Te{ hon No. Contractor Mai I i ng Address Building Address L.s1 one No. 10 A. P. pro. 3 C7 �� ing & Planning. s I u/C. I 4aa4 FireDept. FiroZone Use Permit Parking Parcel EOA Plans Declaration Paroei Map 60' R/W _ Improvemcytt +?{44xnrr�i> Parcel Approrol Plans Approval NEW LtJ ADDITION UTILITIES ❑ OTHER V Single Family -- Duplex Duplex ELECTRICA-L Mobil Home E] Others 600V OR LESS 100 AMP OR LE:55 / EA.. ADD'L 100 AMP P /1/ r'%/ CONTRACIFORS UCENS€ LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: BUILDING _ SU.T T-7 CCC. I BUILDING VALUATION Fireplace If Total Valuation _Permit Fee _ Plan Checking Fee&/or Penalty Permit Fee PERMIT FILING FEE Each Trac; Repair drainage or vent piping Water piping Fach gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICA-L PERMIT FILING FEE Main service 600V OR LESS 100 AMP OR LE:55 Main service EA.. ADD'L 100 AMP Bain service OVER 600V 100 AMP OR LESS 14iain service EA. AOD'L 100 AMP NEW CONST.,r OP. ADDN5. 1 OWELLING OCCUP. ! ACC. BLDGS. ,-]F-VY CONSTR. "n.-RRsin / ULTI.OU ET 1 BRANCH CIRCUITS EX. OCCUD(OUTLETS OR FIXTURES Ex. OCCU FIXED APPLN9. OR P. OUTLETS (RESIO.l EA) Temporary service AZA PaJ—X Mobile Horne Facilities f�iisc.. yliring License No— Classification exerr�l� the Con"acb" Licwm La"of Use State of Caiifomia. Permit Fee _-- _ MECHANICAL WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE am aware of the provisions of Se-tion3700 of the California Labor eating Code which requires every employee to be insured against liability for Workmen's Compensation. 1 have placed on file with the County of Butte a certificate of- Cooling Workmen's Compensations Insurance. t .. _@^� FEE S3.00 1.50 1.50 1.50 1.50 1.50 .201— _b.Ca _ 2.00 @ FEE S3.00 I�Zj 5.00 15,040 2.50 a 25.00 1.00 . 2.00 10.00 15.00 6.25 S3.0o M I certify that In the performance of the work for which this Ventilation s�permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's CompensationLaws of Hood 2.00 California. Permit n=ee 1 certify that I have read this application and state that the above Land Development'ee $ information is correct. I agree to comply to all County Ordinances TOTAL PERMIT FEE and State Laws relating to building construction, and hereby authorize re entatives of the County of Butte to enter upon the This permit is hereby issued under the applicable provisions of above-ment' property f nspecti purposes. the Butte County Code and/or resolutions to do work indicated above for which fees have been said. t Date 9 DIRECTOR OF PUE.LIC WORKS - r $ignat I e 1 e or Agents �Y�r l By Date Receipt No. _ �`� T White-D.P.W. - Yellow -Assessor - Pinit-Inspector - Goldenrod -Applicant ``B:uf lditig permit expires Date November 14, 1977 'Stanley J: Smart ___ RE: Building -Permit ' • 1111 -Gilbert St. (AP 51-36-7) Hayward, CA. 94541 , Dear Mr. Smart: With reference to the above subject and your letter dated November 5, 1977;,.the requit6d'permit6 for drilling a well and installing a septic tank may be obtained from the Butte County Health Department at 695 Oleander Ave.,,Chico 95926. A permit for temporary electric service may be -obtained from our Chico office at the -same location. As to•your.question concerning fees, the.Butte County Health Department has their own fee schedule of which I am not familiar;'however, the electrical permit for the service pole would be less than $20.00, depending on:what.facilities are pro- vided., Should you,have any further questions, please contact this office. Yours very truly, . 4 C1ay.Castleberry .Director of Public Works Y J.P.Glander JFG:dd Assistant Director X_ e r 9 File No. BUTTE COUNTY (For Action 1, 2,3) - - Public Works Dept. (For Information �) ' • r _ Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg• Insp. Admin. « D&C / Traffic Const. I, Rd. Des. Br. Des. - Surd & Loc. : Transp. R/W - Land Dev. - Ref. Disp. Drng. / S.I. Sub. & Pcl. Maps Permits o LZU a • 1 s•,u.;A% 0118na do 'IM Arno MR, 10 946 w A • • March 24, 1977 ' Stanley •J:.` Smart — _- - _ RE- . Temporary Service Pole 1111 Gilbert St. ! �(AP,`'Sl•+36=7) 'Hayward, •CA. 94541• ! e Dear Mr. Smart: ;14ith reference to the above subject and your :recent correapondence'dated ' March 19, it"will be difficult for us to .'advise` you of � the County's .requirements concerning a,teanpornry service pole until such time as we are advised what the service pole is to 1;e -used for. d If you are concerned with the specifications for the idstallatiow of the pole,, I suggest you contact.your local PG&E office as they have a hand-out sheet which will show you their requirements._ Should you have'any further questions, please contact us., Your very truly, n j ClayCastleberry. , Dixector .of Public Works ' J. F. Glander1 JFG:dd Assistant Director i lt• i I i FILE NO. r BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept. (For Information ) Director Dep. Dir. Sec. UJ Shop Equip. &Yards � Ref. Disp. Bldgs. 8 Grds. ( Bldg. Insp. Admin. D & C/Traffic Const. Rd. Des. Br. Des. Sur. &Loc. Mapping Drng./Permits Sub. Checking Right of Way 6 ) Director Dep. Dir. Sec. .Rd. 8 Br. Mtce. Shop Equip. &Yards � Ref. Disp. Bldgs. 8 Grds. Bldg. Insp. Admin. D & C/Traffic Const. Rd. Des. Br. Des. Sur. &Loc. Mapping Drng./Permits Sub. Checking Right of Way 15-16 s DEPT: Or PUOLIc-t-- UTTg WORKS IVI/4K 4 1 I;1/ / DMI RECOMMENDED FIREPLACE AND CHIMNEY 8- SOLID GROUTED MASONRY UNITS THE EFFECTIVE AREA OF AN UNLINED ' SPARK ARRESTER fLU[ TO BE NOT LESS THAN 4 THE 12 GA. GALV'D --- AREA OF THC FIREPLACE OPENING. Iii MESH r�T — (Ilteulwto Iw- f. (MIN. 100 30 IN) - •1.1 • ' •I 2's 4' AILED I, I TO TOP OF AT LEAST a JOISTS .— .I •' .� NAILS 1 �' Anchorage plan 2-��= m BOLTS scale 1�_" = 1'-0" EACH STRAP 1 I WHERE STACK BOND IS USED INSTALL N0.9 WIRE WALL MESH IN ALTERNATE FULL HEAOI HORIZONTAL JOINTS. JOINTS r USE TYPE •w MORTAR AND ( IIII lJ� CEMENT GROUT IT kms` AIR SPACE — (1--:a) - 0 . ... 3 TIES IN N:RETE CAP -7 n Io'-o' COM jJ�n`-� 16 , — 1- �-.) BOND BEAM WITH -,i 24. TIES AT ROOT ANCHORAGE 4 STIES AT24"O.C. .c B' WIDE 1• °i MASONRY UNIT GROUTED SOLID t Tom_ �- I:1 _. 2 4 BAR —244 BARS —FIREBRICK 6 *.c FULL LENGTH BARS -40 DIAIp LAP Or SPLICED TO FOOTING DOWELS 20' MIN. I Vertical section NOTE— (wood floor) l—For flue lining sizes see page 54 Scale/•" = 1'-0" 2 --For material specifications see _page 60 3—For hearth with concrete floor construction see page 54 See Reference Standards for Additional Fire- place and Chimney Details C. 1. CLEANOUT DOOR FINISHEOI__ Fireplace plan GRAD_.E—� scale 1'-0" NATURAL GRADE HOOK BARS ' IN CONE. FOOTING (1--:a) - 0 . ... 3 TIES IN N:RETE CAP -7 n Io'-o' COM jJ�n`-� 16 , — 1- �-.) BOND BEAM WITH -,i 24. TIES AT ROOT ANCHORAGE 4 STIES AT24"O.C. .c B' WIDE 1• °i MASONRY UNIT GROUTED SOLID t Tom_ �- I:1 _. 2 4 BAR —244 BARS —FIREBRICK 6 *.c FULL LENGTH BARS -40 DIAIp LAP Or SPLICED TO FOOTING DOWELS 20' MIN. I Vertical section NOTE— (wood floor) l—For flue lining sizes see page 54 Scale/•" = 1'-0" 2 --For material specifications see _page 60 3—For hearth with concrete floor construction see page 54 See Reference Standards for Additional Fire- place and Chimney Details All that real property situate i.n the County of Butte, State .of California, clescri..bod as follows: n,o f<as�. /' e of said See -410,11 eA c,, ,ter-- l or evs see+i ova I �b " -I e `' ' n o ce ora l l �, f c,�e.=l-l� the✓ (,i1e� Cel l c- e © Said seal , oma, WO&A x.00. o -�eu� �I I u 40 ,V,Qmr I Ine a ��� mb� as 4kt sage- ens e�rruart� l q i4 ► 1�e� ��o� S �t id (t ne �bc�i, 3L `�° ()NQS �- 373. 7 R� 4%z �+'ul? 0 =Oink- o� } ji nn n �Or -fie YI1 I �^ n becl, + � � �S lo' GJe5a- r~(oil r (i h¢, � [�(�. 233. DS fkmAce,le�iUi n Sa � d �. S�u-u. $ 6° �� � � cu 1 q fD, oo P4., -P o 4e, U44t. l I ALL o � P�ti� Cre,zk 4m ' (Vv+J, go yb ) yo II E,0,6� ZZ0, 00 -Fly 2,4 east corrin- of a Aeig6or� Pr,op&r t +kf^ U�esl lc� u f pK,5 46 S��I� (trtc of �ke _%k4 t,w4 corrte- QnJ -I-h& -kr(ke, poi n mG begrnvrr n� . Date:June 15, 1990I- I I PROPERTY OWNERS: State of Calif. ) On this the 15th day of June 19 90 before me, SS. the undersigned Notary Public, personally appeared County of Butte ) Robert S. Rippner and Shawn A. Rippner ••■■••••■■••■■'■■■■■■■•■••••••'■••'■•■■■••••10Personally known to me. ®Proved to me on the brls i 5 ■ OFFICIALSEAL , • ■ �� , JEANIE KENDRICK of satisfactory ev:ideii(.:c. o NOTARYPUBLIC— CALIFORNIA ;Lo be the person(s) whose name(s) are C M� PRINCLGAL,OFFICE IN T`subscribed to the within instrument and acknowledged that they 'BUTTE`COUNTY'J. :;executed the same for the purposes therein contained. TN WfTNEI5S My Commission Expires Sept. 28, 1992. ,,WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 11-31-007 Notary lubl.ic END OF DOCUMENT , 90-25245 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT F09 RESIDENTIAL DEVELOPMENT rection 26-8.1. of the Butte' County Code ,.requires this acknowledgement be recorded Ariorto issuance of a building permit. I'he property described herein is adjacent •90-025246 1 Ree Fee 5.00 to Land or. included within an area zoned ; ; Check 5.00 for agr.i.(:ul.t..ur.al purposes, and residents Recorded of this property may he sid)..ject to incon- Official Records": ' ven:ie.nccs or d i.scomfort ari,s-ing from the County' of ; I use of agr:ic:uJtural chemicals, -including, Butte ; but not .l.imiLed to herbicides, pesticides, Candace J. Grubbs ; and ferL.J l.irers; and from the pursuit Recorder ; o agr.i.cu.lturaI operations including, 11:19am 15 -Jun -90 CD 1 but not J im:i l:cd to cultivation, plowing, - - - - - - -- -- _. T - - - - •___ spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established <agr i c:.u:f - Lur.al zones which have as a priority use for productive agricultural. purposes, sand r.es.i.deuls within said zones and on adjacent property should be prepared to accept such i nr. onveniencc or discomfort from normal, necessary farm operations. All that real property situate i.n the County of Butte, State .of California, clescri..bod as follows: n,o f<as�. /' e of said See -410,11 eA c,, ,ter-- l or evs see+i ova I �b " -I e `' ' n o ce ora l l �, f c,�e.=l-l� the✓ (,i1e� Cel l c- e © Said seal , oma, WO&A x.00. o -�eu� �I I u 40 ,V,Qmr I Ine a ��� mb� as 4kt sage- ens e�rruart� l q i4 ► 1�e� ��o� S �t id (t ne �bc�i, 3L `�° ()NQS �- 373. 7 R� 4%z �+'ul? 0 =Oink- o� } ji nn n �Or -fie YI1 I �^ n becl, + � � �S lo' GJe5a- r~(oil r (i h¢, � [�(�. 233. DS fkmAce,le�iUi n Sa � d �. S�u-u. $ 6° �� � � cu 1 q fD, oo P4., -P o 4e, U44t. l I ALL o � P�ti� Cre,zk 4m ' (Vv+J, go yb ) yo II E,0,6� ZZ0, 00 -Fly 2,4 east corrin- of a Aeig6or� Pr,op&r t +kf^ U�esl lc� u f pK,5 46 S��I� (trtc of �ke _%k4 t,w4 corrte- QnJ -I-h& -kr(ke, poi n mG begrnvrr n� . Date:June 15, 1990I- I I PROPERTY OWNERS: State of Calif. ) On this the 15th day of June 19 90 before me, SS. the undersigned Notary Public, personally appeared County of Butte ) Robert S. Rippner and Shawn A. Rippner ••■■••••■■••■■'■■■■■■■•■••••••'■••'■•■■■••••10Personally known to me. ®Proved to me on the brls i 5 ■ OFFICIALSEAL , • ■ �� , JEANIE KENDRICK of satisfactory ev:ideii(.:c. o NOTARYPUBLIC— CALIFORNIA ;Lo be the person(s) whose name(s) are C M� PRINCLGAL,OFFICE IN T`subscribed to the within instrument and acknowledged that they 'BUTTE`COUNTY'J. :;executed the same for the purposes therein contained. TN WfTNEI5S My Commission Expires Sept. 28, 1992. ,,WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 11-31-007 Notary lubl.ic END OF DOCUMENT fill Y `JP{�Ohgf ICBG EvaI.0 c .,r `°°` A subsidiary corporation of roes TM EVALUATION REPORT C.P,,iithl O 19401CB0 E-1-1— 5—ite. W. Fling Category: DESIGN—Concrete (038) CONFORMO POLYSTYRENE FORMS FOR REINFORCED CONCRETE WALLS C.T.S.-CONFORM, INC. 1640 SOUTH CLAUDINA WAY ANAHEIM, CALIFORNIA 92805 44 ation Service, Inc. rhe International Conference of Building Officials 1. Subject: ConForm® Polystyrene Forms for Reinforced Concrete Walls. II. Description: A. General: The ConForm® concrete form wall system consists of expanded polystyrene units which serve as insulation and forms for load-bearing and nonload-bearing walls, shear walls and foundation walls. The units are manufactured in two basic types, Standard Forms (SF Series) and Variable Width Forms (VWF Series). The face shell thickness of the foam is 13/4 inches in both cases. The SF Series units are 10 inches high by 10 inches wide by 40 inches long with tongue -and -groove attachment at the top and bottom. When laid up, the units form 71h -inch by 6'/2 -inch rectangular vertical cores at 10 inches on center and 6'/2 -inches by 61/4 -inch rectangular horizontal cores at 10 inches on center. The form units remain after setting of concrete and must be protected by approved interior and exterior finish materials. The VWF Series units are 10 inch high by 40 inches long and have variable widths depending on the thickness of the finished concrete wall, which is from 33/4 inches to 113/4 inches. The tongue -and -groove units are interconnected with polypropylene bridge inserts. See Figures Nos. I and 2 for further details. B. Material: 1. ConFormO Units: The ConForm-� units are molded from expanded polystyrene beads manufactured by BASF Corporation (Evaluation Report No. 3401) or Huntsman Chemical Corporation (NER- 384), having a density of 1.5 to 2.0 pounds per cubic foot with a maximum flame -spread rating and smoke -density of 25 and 450, respectively, in accordance with U.B.C. Standard No. 42-1. 2. Concrete: The concrete with %-inch aggregate for both the SF and the VWF Series has a minimum compressive strength of 2000 pounds per square inch. 3. Reinforcement: The walls are reinforced with minimum No. 4 de- formed bars conforming with U.B.C. Standard No. 26-4, having a mini- mum yield strength of 40,000 psi. 4. Other: Wood members for plates or window and door framing are preservative -treated lumber secured in place with galvanized anchor bolts. Anchors for surface finish attachments may be of wood or metal, mechani- cally secured to the concrete. Adhesives suitable for attachment of the interior surface finish to the polystyrene may be used in conjunction with the above. Anchor spacing is as required for the surface finish material. A typical anchor for use with self -tapping screws consists of I'/z-inch by No. 24 gauge galvanized steel or aluminum strips secured to the concrete with 16 -penny box nails. The nails are inserted into. holes in the metal strip, pushed through the wall of the ConForm8 unit and are secured with speed washers to prevent withdrawal until the concrete has set. C. Design: I. VWF Series: Concrete walls using the Variable Width Form Series units are designed in accordance with Chapter 26 of the Uniform Building Code. 2. SFSeries: Concrete walls using the Standard Form Series units may be designed in accordance with the following requirements. Report No. 4572 March, •1990 a. Structures are limited to two stories and 10 foot unsupported wall heights, in all seismic zones. 1MMaaxxi_mumFotaf roof live and dead_load is 32-psf. c. Maximumtotal floor live and dead load is 50 pif. d. Ma`s zimu,m bearing wall"spacing is20-feet.: e. The walls maybe constructed in areas with maximum basic wind speed . of 100 miles per hour, Exposure B as defined in Section.231 I of the code. f. Walls are reinforcedwith No, 4 reinforcement-bars,as-specified in paragraph II B-3. The,verttcal and horizontal' reinforcement are spaced at 18 (inches on center�and installed-in-conformance.with Section 2614 (d) -of the/ (code xThe-horizontal reinforcement at the roof and floor levels are two No. 4 bars each. g. Wall openings are vertically and horizontally reinforced with two No. 5 bars extending 24 inches beyond the corners. h. Roofs and floors are anchored and supported at the wall in accordance with Section 2310 of the code. See Figure No. 3 for details. i. Allowable in -plane shear capacity is 4800 pounds per lineal foot. Maximum wall height to width ratio is 2.5:1 with a minimum shear wall length of 4 feet. j. Anchorage to foundations complies with Section 2615 of the code. D. Interior finish: ConFormO units exposed to the interior are finished with minimum '/z -inch -thick regular gypsum wallboard attached in the manner, described in paragraph II B-4. Spacing of anchors and fasteners must comply with Section 4711 of the code. Gypsum board must also be attached to window and door frames. E. Exterior Finish: Walls are covered on the exterior with a weather - resistive covering in accordance with the code and/or an evaluation report. Suitable finishes include, but are not limited to: ISPO, Inc. "R -wall Finish" (Evaluation Report No. 3617), STO Industries. Inc.'s, "Sto Exterior Wall Finish" (Evaluation Report No. 3906) and Universal Paint's "Therm -a -Tex Exterior Wall Finish" (Evaluation Report No. 4372)." Exterior wall cover- ings must be recognized in individual evaluation reports for the required design wind pressures. F. Foundation Walls: The ConForm'10 wall is supported on foundations . as indicated in Figure No. 4, with reinforcement complying with the code. G. Retaining Walls: The Standard Form walls (SF Series) may be used as retaining walls with reinforcement provided they are designed in accord- ance with accepted engineering principles. H. Crawl spaces: ConFormO units exposed to the inside may be used for walls forming crawl spaces, contingent on the following conditions: 1. Entry to the crawl space is only to service utilities. 2. There arc no interconnected basement areas. 3. Air in the crawl space is not circulated to other parts of the building. 4. Ventilation complies with Section 2516 (c) 6 of the code. 5. Block units exposed to crawl spaces are limited to those manufac- tured with BASF Styropor or Huntsman expandable polystyrene beads. I. 1989 Supplement to the U.B.C.: This report is unaffected by the Supplement. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other at!ributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service. Inc., technical staff has reviewed the test results and/or other data, but does not possess rest facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 'Page 2of4 &/J. Identification: Each CunFormJ° package bears a label containing the name and address of the manufacturer, flame -spread and smoke -density ruing and the name and logo of the quality control agency [Underwriters Laboratories Inc. (NER-QA403)j. 111. Evidence Submitted: Calculations and structural details, reports of room fire tests in accordance with U.B.C. Standard No. 17-5 and quality control manual. Findings IV. Findings: The ConForm10 units described in this report comply with the 1988 Uniform Building Code, subject to the following condi- tions: 1. They are manufactured, identified and installed in accordance with the manufacturer's instructions and this report. 2. Walls using the SF Series forms are limited to two-story struc- tures with a maximum unsupported wall height of 10 feet. Standard Form SF 101040 Bottom i2.5 — 7.5•—� OX Top Side _ TL XL XL J_L XL XL XL _rLrL s r{ oGule � i 1cr-_f Call � SL XL JIL JIL XL XL XL XL XL XL XL ne d0' �orm End __L _� 0.66T Top End Plea I no I course J.7S I 2.25" t0' LPL.ruU . 11r Bottom End Plea I Pin No. far Pw $FE10 I Report No. 4572 3. Walls using the ConForm'0 forms are considered combustible construction. Plans and calculations are submitted for building department approval for each structure. 5. The forms are separated from the building interior with mini- mum '/2 -inch -thick regular gypsum wallboard installed as set forth in this report, or other thermal barriers having an index of 15 with attachment as specified in a current evaluation report. 6. Special inspection-during-installation,in_accordance-with-Sec- tion-306_of_the code for concrete work is required. 7. ConFormO units are manufactured in Anaheim, California, under a quality control program with inspections by Underwrit- ers Laboratories Inc. This report is subject to re-examination in one year. I Variable Width Form VWF I.0 Top call r1Tr7TTr•-7r—If1Tr—J r1 TLT1rTrTTT T�LTrT�04 =1 Bottom r T T T T T T T T T T T T T T T T T T T 1 Iraide L i�y�1�y�1�y�1�1 J l I II ..] II L.PirIInirSII IIS I, onrl End 11.657" End Piece - End SII 4V form r�Ono�II C�7i1ir ri FIGURE NO. 1—STANDARD FORM SF SERIES. FIGURE NO. 2—VARIABLE WIDTH VWF SERIES ?age 3 Of 4 APPROVED JOIST ANCHOR Typ. PLYWOOD I FLOOR JOISTS 3/4" BOLT TYP. l`yJ V4'BOLTTYP. 3 x LEDGER CONFORM UNITS FULLY GROUTED CELLS TYPICAL FLOOR FRAMING DETAIL JOISTS PERPENDICULAR TO WALL 4 x 6 x 1/4•ANGLE TYP. SOLTTO RgFTERFT WITH.j jr BOlrs PLYWbOD 2 x NAILER WITH 8d TO 70P PLATE NAILS TYP. Typ I' � y TREATED TOP PLATE v' _ RAFTER, W'l� �LANEILERABBOVESN n CEILING JOISTS OR RAFTER TIE ., 1• : . (ANCOHOR O.. TOP PLATE) I' � y TREATED TOP PLATE v' CONFORM WALL UNITS TYPICAL ROOF DETAIL RAFTERS PERPENDICULAR TO WALL Report No. 4.572 APPROVED JOIST ANCHORTyp '• ' PLYWOOD FLOOR JOISTS (. .. 1 .� Z BOLT Typ I�.iJ CONFORM WALL UNITS i FULLYGROUTED f CELLS I TYPICAL FLOOR FRAMING DETAIL JOISTS PARALLEL TO WALL i t PLYWOOD F S x BLOCK AND NAILER 8d NAILS Typ SECURE TO TOP PLATE ¢' WITH 8d NAILS Typ 4 j— 8d NAILS TYP. RIM RAFTER/JOISTRAFT:::,,,;;:;•, ERS/JOISTS TREATED P 1 MASONRY LATE OVER Ih BOLT Typ ' APPROVED RAFTER I_" J ANCHORS `4 TYPICAL RAFTERS PAROO EL TAIL f WALL FIGURE No. 3—CONNECTIONS TO ROOFS AND FLOOR f 1 F yff t X Page 4 of 4 SIN L -,W-, or TWO (65vu '7 6 7TWO gym TV40 iSTCey U't" T14CE6 S5rCry STEM -WALL FOUNDATIO"Stud Wall Construction) .611oNE 71 Two oror_-y OT-01cy 10A ONF-: IWO E, FIGURE No. 4—SF SERIES "CONFORM" WALL FOUNDATION Report No. 4572 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATECH AND PERMIT PERMIT NO. 9 16 . ASSESSOR PARCEL NUMBER _ _ ZONING _ BUILDING PERMIT OWNER TELEPHONE S0. FT. DCC. BUILDING VALUATION OWNER'S MAILING ADDRESS Cirrlp, Chico ()5926 CONTRACTOR'S AME TTnlrn TELEPHONE CONTRA 'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1 Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Centervill Rd . Each Trap 2.00 Butte Creek Can on Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ ❑ iv �t�raae MobilehomeOther M Rrat.PFY SPECI Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W +10.00 ed TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other [ Describe work: Lighting for tennis court _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Fl I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&` OR ADDNS. ACC. BLDGS. I 2/ , z¢sgft NEW CONSTRESIO, RANCH TLET NON•R ESID BRANCH CIRC ITS CIRCUITS) 2.50 ea /POWER APPARATUS R1 -SINGLE OUTLET CIR. Ex. p OUTLETS TLETS OR FIXTURES .20 050c aALe 30 FIXED APLNS. Ex. DCCUp. OUTLETS (RESID )REAJ 2.00 Temporary service 10.00 me Facilities Mobile Home 15.00 Misc. H g X 15.00 15.00 Permit Fee $ 25.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00,1 valuation) or less. El I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. dI shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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 sale, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai s d Countyc nsequence of the granting of this permit. (_� _ l� %� Date l� 1 Signature of Applicant — Owner 2' Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE E TOTAL FEE $ 25.00 HAz CUA PARK SCHL PAR 171) 1 ISSUE Th;s permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PE T EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date _ �'/� Receipt No. WHITE-D.P.W.. YELLOW -ASSES SO R. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orov,jlle, CaUfornia 95965 - Teleohone: 916/538-7541 APPLICA-TION SND PERMIT PERMIT NO. ASS ESSOfi PAR NUMBER 11 O�� ZONING BUILDING PERMIT WNER O�� � G��% LE.IHONE�) �/ SQ. FT. OCC. BUILDING VALUATION OWNER'S MAI LI'I(NJG1pJA pVORE155 t1I �11r CONTRACTOR'SNAME TELEPHONE CONTRACTOR'S MAILING ADDRF-55 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESSC 5-00 ��' %hE Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 feC Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTUnR/E1 SF ❑ Duplex❑ Mobilehome❑ the /�/- 1�Rft/c3r� Sffl/(/�4t- SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW J I 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: tV1 0 (/vl ' /� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO -L 100 AMP 1 2.50 CONTRACTORS LICENSE LAW It declare under penalty of perjury (check one): ❑NON-RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered / for sale. (Sec. 7044) r�/JI I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.// DWELLING OCCUP.a OR ADONS. l ACC. BLDGS. 2/2C ft NEW CONSTR ULTI.OUTLET BRANCH CIRC ITS 250 ea , (POWER APPARATUS tr1 SINGLE OUTLET CIR. I EX. OCCUp\OUTLETS OR FIXTURES 20 N 50C e�L03O FIXED APP LNS. OR Ex. Occup. OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 / Permit Fee $ 5 i Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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 liabili es, judgzqents, costs, and expenses which may in any way accrue ag d Cou ty n consequence of ing of this permit. rl X DateV�1 — Signature of Applicant— Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ -OCC I CONSTTYPE TOTAL FEE S HAz I CUA I PARK I SCHL I FLO I PAR PD HD ISSUE This permit is hereby (ssuea under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By _,__.___ the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIl2LE_CA0rbRNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET OWNER S H19 &,i^0 Proposed Building Use Building Inspector Permit No. A. P No. 1- 3J- 7 Date At time o0ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans in duplicate/triplicate, signed by preparer of plans. 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non:Heated and AC Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome installation data including manufacturer's installation instructions. 10. Fees of $ 11. Chico Urban Area fees paid. 12. Park fees paid. 13. School District fees paid. 14. Sanitation approval from Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of (see City for other requirements). 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section of DPW. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -Inspection for required. 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 Acknowledgment Statement. 25. Letter of signature authorization. 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. GENERAL INFORMATION BUILDING DEPARTMENT OFFICES HEALTH DEPARTMENT OFFICES Chico. . . . 196 Memorial Way Chico. . . . 196 Memorial Way Phone: 891-2751 Phone: 891-2727 Hours: 8:00 a.m. - 10:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. Oroville 7 County Center Drive Oroville . . . 7 County Center Drive Phone: 538-7541 Phone: 538-7281 Hours: 8:00 a.m. - 5:00 p.m. Hours: 8:00 a.m. - 10:00 a.m. Parad i se . . 747 Elliott Road Paradise . . . 747 Elliott Road Phone: 872-6307 Phone: 872-6308 Hours: 8:00 a.m. - 9:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. PLANNING DEPARTMENT — 7 County Center Drive, Oroville — Phone: 538-7601 — Hours: 10:00 a.m. - 3:00 p.m. Original — Applicant 111/Z74 Z -- I foo Yt:a.2 4el' �14 C-4 �-4,4 A-- ere-e'fi 0 de J: -r JNTY COUNSEL CALIFORNIA 95965-3380 / (916) 538-7621 / FAX (916) 538-7120 NEIL H. McCABE CHIEF DEPUTY COUNTY COUNSEL DAVID M. MCCLAIN CHIEF DEPUTY COUNTY COUNSEL l 4C co�a�Tv QF BUTTE SU!LDIVG DEPT j U. 5 1992 COMMERCE SECURITY BANKsm June 24, 1992 Jim Glanders Butte County Building Dept. 7 County Center Dr. Oroville, CA '95965 Dear Mr. Glanders: RE: A.P. 011-310-007 12700 Centerville Rd. Chico, CA 95928 We would like to request a letter from the County verifying that the pad elevation on the above referenced parcel exceeds the base flood elevation and puts the improvements outside the 100 year flood plain. We would appreciate your cooperation in preparing this letter as soon as possible. You may.fax`iusra"cop.y of theletter to (916) 342-9590. We will still need the original mailed to us at the above address. Thank you for your cooperation. Sincere. y, ike Pearsall Loan Officer 1140 Mangrove Avenue. Suite F Chico. California 95926 (916) 342-9500 ..8 10 1CB0 Evaluation on Service, Inc.' O WldrG � c°°E A subsidiary corporation of the International Conference of Building Officials wes • TM , EVALUATION REPORT Report No. 4572 C.P" 1 o 1940 eau E-1-1— s-1".1-. March, '1990 Fling Category: DESIGN—Concrete (038) CONFORMO POLYSTYRENE FORMS FOR REINFORCED CONCRETE WALLS C.T.S.-CONFORM, INC. 1640 SOUTH CLAUDINA WAY ANAHEIM, CALIFORNIA 92805 I. Subject: ConForm8 Polystyrene Forms for Reinforced Concrete Walls. II. Description: A. General: The ConForm® concrete form wall system consists of expanded polystyrene units which serve as insulation and forms for load-bearing and nonload-bearing walls, shear walls and foundation walls. The units are manufactured in two basic types, Standard Forms (SF Series) and Variable Width Forms (VWFSeries). The face shell thickness of the foam is 13/4 inches in both cases. The SF Series units are 10 inches high by 10 inches wide by 40 inches long with tongue -and -groove attachment at the top and bottom. When laid up, the units form 71/2 -inch by 61/2 -inch rectangular vertical cores at 10 inches on center and 61/2 -inches by 61/4 -inch rectangular horizontal cores at 10 inches on center. The form units remain after setting of concrete and must be protected by approved interior and exterior finish materials. The VWF Series units are 10 inch high by 40 inches long and have variable widths depending on the thickness of the finished concrete wall, which is from 33/4 inches to 113/4 inches. The tongue -and -groove units a;e interconnected with polypropylene bridge inserts. See Figures Nos. 1 and 2 for further details. B. Material: 1. ConForm® Units: The ConForm® units are molded from expanded polystyrene beads manufactured by BASF Corporaticn (Evaluation Report No. 3401) or Huntsman Chemical Corporation (NER- 384), having a density of 1.5 to 2.0 pounds per cubic foot with a maximum flame -spread rating and smoke -density of 25 and 450, respectively, in accordance with U.B.C. Standard No. 42-1. 2. Concrete: The concrete with 3/a -inch aggregate for both the SF and the VWF Series has a minimum compressive strength of 2000 pounds per square inch. 3. Reinforcement: The walls are reinforced with minimum No. 4 de- formed bars conforming with U.B.C. Standard No. 26-4, having a mini- mum yield strength of 40,000 psi. 4. Other: Wood members for plates or window and door framing are preservative -treated lumber secured in place with galvanized anchor bolts. Anchors for surface finish attachments may be of wood or metal, mechatiil tally secured to the concrete. Adhesives suitable for attachment of the interior surface finish to the polystyrene.mav be used in conjunction! with ,the above. Anchor spacing is as required for the surface finish material. A .:typical anchor for use with self -tapping screws consists of 1 1/. -inch by No. *-24 gauge galvanized steel or aluminum strips secured to the concrete with, 16 -penny box nails. Thenailsare inserted into holes in the metal strip, pushed through the wall of the ConForm,3 unit and are secured with speed washers to prevent withdrawal until the concrete has set. C. Design: I. VWF Series: Concrete walls using the Variable Width Form Series units are designed in accordance with Chapter 26 of the Uniform Building Code. 2. SF Series: Concrete walls using the Standard Form Series units may be designed in accordance with the following requirements. a. Structures are limited to two stories and 10 foot unsupported wall heights, in all seismic zones. S.'Maximum total roof live and dead load is 32 psf. jf OJ E c. Maximum total floor live and dead load is 50 psf. 3S "' , d. Maximum bearing wall spacing is 20 feet.) TOP 144' e. The walls may be const60 ructed in areas with maximum basic wind speed of 100 miles per hour. Exposure B as defined in Section.231 I of the code. f. Walls are reinforced with No. 4 reinforcement bars as specified in paragraph II B-3. The vertical and horizontal reinforcement are spaced at'l8 finches on centerand installed in conformance with Section 2614 (d) of the code. The horizontalreinforcement at the roof and floor levels are two No. 4 y bars each.' — - - g. Wall openings are vertically and horizontallyreinforced with two No. - 5 bars extending 24 inches beyond the corners) r - h 'Roofs andfloors are anchored and supported at the wall in accordance with Section`2310 of the code. See Figure No. 3 fol details. i. Allowable in -plane shear capacity is 4800 pounds per lineal foot. Maximum wall height to width ratio is 2.5:1 with a minimum shear wall length of 4 feet. j. Anchorage to foundations complies with Section 2615 of the code. D. Interior finish: ConForm'a units exposed to the interior are finished with minimum 1;/i-irich- thick regular gypsum wallboard attached in the manner described in paragraph 11 B-4. Spacing of anchors and fasteners must comply with Section 4711 of the code. Gypsum board must also be attached to window and door frames. E. Exterior Finish: Walls are covered on the exterior with a weather - resistive covering in accordance with the code and/or an evaluation report. Suitable finishes include, but are not limited to: ISPO, Inc. "R -wall Finish" (Evaluation Report No. 3617), STO Industries, Inc.'s, "Sto Exterior Wall Finish" (Evaluation Report No. 3906) and Universal Paint's "Therm -a -Tex Exterior Wall Finish" (Evaluation Report No. 4372)." Exterior wall cover- ings must be recognized in individual evaluation reports for the required design wind pressures. F. Foundation Walls: The ConForm$ wall is supported on foundations . as indicated in Figure No. 4, with reinforcement complying with the code. G. Retaining Walls: The Standard Form walls (SF Series) may be used as retaining walls with reinforcement provided they are designed in accord- ance with accepted engineering principles. H. Crawl spaces: ConFormO units exposed to the inside may be used for walls forming crawl spaces, contingent on the following conditions: I . Entry to the crawl space is only to service utilities. I. There arc no interconnected basement areas. 3. Air in the crawl space is not circulated to other parts of the building. 4. Ventilation complies with Section 2516 (c) 6 of the code. 5. Block units exposed to crawl spaces are limited to those manufac- tured with BASF Styropor or Huntsman expandable polystyrene beads. I. 1989 Supplement to the U.B.C.: This report is unaffected by the Supplement. Evaluation reports of /CBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has verification. There is no warranty by I reviewed the test results andlor other data, but does not possess test facilities to make an independent verCBG report Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the ..This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 Page 2of4 J. Identification: Each ConFormVD package bears a label containing the name and address of the manufacturer, flame -spread and smoke -density rating and the name and logo of the quality control agency [Underwriters Laboratories Inc. (NER-QA403)1. III. Evidence Submitted: Calculations and structural details, reports of room fire tests in accordance with U.B.C. Standard No. 17-5 and quality- control ualitycontrol manual. Findings IV. Findings: The ConForrnO units described in this report comply with the 1988 Uniform Building Code, subject to the following condi- tions: 1. They are manufactured, identified and installed in accordance with the manufacturer's instructions and this report. 2. Walls using the SF Series forms are limited to two-story strut- , tures with a maximum unsupported wall height of 10 feet. Standard Form SF 10104 Side 1 module on t0' cel 40 �ne erm End 0.66r Top End Place I cause a.7s to - zzs 2.27 Cr>1un7 Bosom End Plan I I Pan No. Fur Pau SFE10 1 Report No. 4572 3. Walls using the ConForm.-a forms are considered combustible construction. 4. Plans and calculations are submitted for building department approval for each structure. 5. The forms are separated from the building interior with mini- mum '/z -inch -thick regular gypsum wallboard installed as set forth in this report, or other thermal barriers having an index of 15 with attachment as specified in a current evaluation report. 6.ialTinspecfion during installation m accordance with S tion-306.of .the code for con_crete work is required 7. ConFormO units are manufactured in. Anaheim, California, under a quality control program with inspections by Underwrit- ers Laboratories Inc. This report is subject to re-examination in one year. Variable Width Form VWF UO Top 5.757 3h!,, AT!R rn rn T'�'T_TrLTAT f T T T T T T T T T T T T T T T T T T T l Bottom Inside II IIr, r. rI{ II II I. II7.. r.II, r4l . I One one 4r form End 0.65r. End Piec* End C.1ons jll FIGURE NO. 1—STANDARD FORM SF SERIES FIGURE NO. 2—VARIABLE WIDTH VWF SERIES l - Page 3 of,4 1 Report No. 4572 ��.1 I APPROVEDJOIST -. TREATED PLATE OVER CEILING JOISTS • ANCHOR TYR _ APPROVED JOIST ' OR RAFTER TIE %t' ANCHORTYR PLYWOOD TREATED TOP PLATE _. ice.? y ANCHORS (ANCHOR BOLT AT PLYWOOD TOP PLATE) FLOOR JOISTS CONFORM WALL UNITS TYPICAL ROOF DETAIL 1 ; ; FLOOR JOISTS ' x/ �/4'BOLTTYP.. 3/4' BOLT TYP. 1/y BOLT TYP. t`�1 t : '• J 3 x LEDGER 1 :� CONFORM WALL • UNITS CONFORM UNITS ' FULLY GROUTED CELLS FULLY GROUTED CELLS TYPICAL FLOOR FRAMING DETAIL TYPICAL FLOOR FRAMING DETAIL JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL 4 x 6 x 1/4'ANGLE �� ••wu TYR BOLT TO RAFTER - - PLYWOOD 8d NAILS TYR WITH 1h' BOLTS 8d NAILS TYR 2 x NAILER WITH 8d 2 x BLOii� ER SECURTRAFTERS WITH 8d E TO TOP PLATE TYP. 2 x BLOCKING BETWEEN WITH Bd TO OLATELER ABOVE NAILS 8d NAILS TYP. TYPICAL ROOF DETAIL RAFTERS PARALLEL TO WALL FIGURE NO. 3—CONNECTIONS TO ROOFS AND FLOORS I r' 1 RIM RAFTER/JOIST ��.1 TREATED PLATE OVER CEILING JOISTS MASONRY - OR RAFTER TIE %t' s TREATED TOP PLATE 1/2, BOLT TYP. ice.? y ANCHORS (ANCHOR BOLT AT TOP PLATE) CONFORM WALL UNITS TYPICAL ROOF DETAIL RAFTERS PERPENDICULAR TO WALL TYPICAL ROOF DETAIL RAFTERS PARALLEL TO WALL FIGURE NO. 3—CONNECTIONS TO ROOFS AND FLOORS I r' RIM RAFTER/JOIST TREATED PLATE OVER RAFTERS/JOISTS MASONRY 1/y BOLT TYR APPROVED RAFTER ANCHORS TYPICAL ROOF DETAIL RAFTERS PARALLEL TO WALL FIGURE NO. 3—CONNECTIONS TO ROOFS AND FLOORS I r' .Pa9e 4 of 4 Report No. 4572 I / I r-,X%of r1N Ids ' I cp I �rWo Cou IoM °� 8° 7H� �iiy :m Taj sTc�y I2:-4 TE+rEE F STEM -WALL FOUNDATIO"Stud Wall Construction) ° SEE t=(el. N _J 611 oNE ° .�. • 7' TWo q-cl y IOC or4E SZb�y l Two srcc/ FIGURE NO. 4—SF SERIES "CONFORM" WALL FOUNDATION. � (D 5(0 lJ� SG Ci—tt Q,- .. SPECIAL INSPECTOR FINAL REPORT Date: - August 22, 1991 To City or County of: Butte County Buil Address: 1459 Humboldt Rd. City: Chico State: CA Zip Code: 95928 Attention: Scott Rutherford Re: Final Project Report Project Name: Rippner House Address: Centerville Rd. Butte Creek Canyon To whom it may concern: This is to certify that I performed special inspection on ttie following portions of the work at the above address which required continuous inspection, and which I was employed to inspect: The placement of all Conform Polystyrene Forms for reinforced' r concrete walls was done in a rorda'.nr_e with TCRQ Evaluation Report No 4577 (dated March 1990), and also conforms to the requirements of the Uniform Building Code. The placement of all reinforcement within the Conform Polystyrene Forms for reinforced concrete walls was done in conformance with ICBO Evaluation Report 4572, Sect. 2614 (d), of the UBC, and per the approved building plans and specifications. r d• Based upon my personal observation and written reports of this work, it is my judgment that the inspected work was performed, to the best of my knowledge, in accordance .with the approved plans, specifications, and the applicable workmanship provisions of the Uniform Building Code. Ve ,truly yo rs 44 , August 22, 1991 (Special Inspector's Signature) Date Gerald A. Powers Certified Building Inspector --No. 11508 Print Full Name ID Number cc: Client/Owner Architect/Engineer r 25 i > Owner Permit No. ENERGY CERTIFICATION LOCATION A.P. NO. DESCRIPTION OF INSULATION ROOF MATERIAL BRAND NAME. THICKNESS THERMAL RES. EXTERIOR WALL MATERIAL_ THICKNESS CEILING FIBERGLASS BRAND NAME_ THERMAL RES. CERTAINTEED BATT OR BLANKET TYPE-FiberglasBRAND NAME CERTAINTEED THICKNESS THERMAL RES.._ LOOSE FILLTYPE INSUL-SAFE IIIBRAND-NAME C&ZZINTEED THICKNESS THERMAL RES. FLOOR,ELEVATED MATERIAL FIBERGLASS BRAND NAME CERTAINTEED THICKNESS THERMAL RES. FLOOR, SLAB MATERIAL BRAND NAME THICKNESS THERMAL RES. WIDTH FOUNDATION WALL. MATERIAL BRAND NAME_ THICKNESS THERMAL RES. I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF..ENERGY REQUIREMENTS. SHASTA INSUL ION INC. #622184 FIRM NAME;/ONO STATE CONTR. LICENSE NO. I hereby certify the above insulation and all required items as shown on the Building Depart. 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 �ppr � ed by. the State of Calif. /�--/-(_� Q -------- a93%l-,5 ------------- FIRM fjA• WNER (PLEASE PRINT) STATE CONTRACTOR'S LICENSE NO. OF GENERAL CONTRACTOR/OWNER 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 Bunton'. Clifford & Associat.es, Inc. DESIGNED JOB No go2�2 Fremont Ca 796-3387.CHECKED SHT OF PROJECT SUBJECT ]DATE P 5��(/CT1�AL CfILCl�L�77�/S NMI ES sr ft�q t 0 t r c�►�L MATERIALS: CONCRETE. fc = 2000 psi REINFORCING: FY = 40,000 psi For #4 & smaller Fy = 60,000 psi For #5 & larger TIMBER: Framing No 2 D F Fb = 1250 psi Fb = 1450 psi Fv = 95 psi E = 1.7EE6 4 x Beams No 1DF Fb=1500 psi Fv = 95 psi E = 1.8 EE6 6 x Beams No 1 D F Fb 1300 psi Fv = 85 psi E = 1.6EE6 GLULAMS: 24F -V4 DF/DF Fb = 2400 PSI Fv = 165 PSI E = 1.8EE6 Bunton Clifford & Associates, Inc. DESIGNED GC- JOB No 90262 Fremont Ca 796-3387. ICHECKED-ISHT OF PROJECT ' EX- � si --- DATE SUBJECT OD ,S: 1988 UBC LO kr000 ROOF: EXT WALL: Tile 13 psf Siding 2 psf/Stucco lopsf Plyd 2 psf Plyd 2 psf Framing 4 psf Framing 3 psf Insulation S 2 psf Insulation 2 psf Gypsum psP 2 psf Gypsum 2 psf CE7U#4& ----- ----- ------ 23 psf Rc)w =' I$P5F 11 psf 19 psf WOOD. FLOOR: INT WALL: Finish 1 psf Gypsum 4 psf Plyd 2 psf Framing. 3 psf Framing 3 psf Insulation 2 psf 7 psf , Gypsum 2 psf 10 psf �FOAYY? _ —71 PSF LIVE LOADS: Roof 16 PSF Total Load = 3q PSF Oil 3 4 F -F Floor 40 PSF Total Load = 50 PSF WIND LOAD: 76MPH EXP C P= Ce Cq qs I SEISMIC V=ZMw Fp = zrc� WP: Rw V= 0.5(11(2.751 = 0.1375w Fp = 0.3 O0--75 = 0• ZZ5 Wp 6 . MATERIALS: CONCRETE. fc = 2000 psi REINFORCING: FY = 40,000 psi For #4 & smaller Fy = 60,000 psi For #5 & larger TIMBER: Framing No 2 D F Fb = 1250 psi Fb = 1450 psi Fv = 95 psi E = 1.7EE6 4 x Beams No 1DF Fb=1500 psi Fv = 95 psi E = 1.8 EE6 6 x Beams No 1 D F Fb 1300 psi Fv = 85 psi E = 1.6EE6 GLULAMS: 24F -V4 DF/DF Fb = 2400 PSI Fv = 165 PSI E = 1.8EE6 Bunton, Clifford & Associates, Inc. DESIGNED C JOB No Fremont Ca 796-3387. PROJECT CHECKED SHT 2 OF / �'✓EK�GETIC SUBJECT DATE /T//J /l &-514TJ CE �V/LL 9E- 46AC7_ �% 5'%� �Dej''I .'— G✓!f/C/�- G✓!CC (�ScG M/ 7Jf/S �$ 671010 vGYC Ore 77/r F/rt/,4L C x Xf C Y/E-O �R CO���-/rt/� ��/G� FoQ/✓l Uc� C,,�V �� �l G� rip/� 4Y F% O �E�1/1�/i(/G ,¢SSv/�'C �VCY of Cor►/C /s /rV Bunton. Clifford & -Associates, Inc.. Fremont. Ca -796-3387 OBJECT Rooms is COAVEWTon/A-Uy FZ G5� Z:�/Z /<f4F7Ees �ttr�w�L� �oi4rt/5' ��� /Y•4/CS � i 30 DESIGNED GC. JOB No lZaM2Z CHECKED SHT 9 OF DATE (J/ -5c V6c,E. 25- v -\'- 2X /Z og X 146e doer) � 2x -? (f./. C /'f f4 3z" A A/L 40YY7 w/ ��4/c1cE� �4T -fir'-old 6---I Bunton Clifford & Associates, Inc. Fremont Ca 796-338 PROJECT A/O'rYEP-, SUBJECT —QF11 - DESIGNED (5C • JOB No ?OZaZ. CHECKED WIT 4 OF DATE 5-31 qO 57AN1�39Q0 GoVFti✓I ?/EF A/Ar,9r� 7'a A,4 u- 11012E IkIAl C� fv� Gam/ = 2 ©a Gr -r Bo(r �a (/• �� Zx �Z� /•rl�s- C��tciry-70 J(6941 At 4112 D gco 571 bVtl7c11( /s r�/c5/m 7C) WL Cb�G LfCGC2 70 kl t. - AT SHED 4�1 ZV X45 215 � z�s. Bunton, Clifford & Associates, Inc. DESIGNED G, C. JOB No 47aZaZ Fremont Ca 796-3387. CHECKED SHT f OF PROJECT / GZ� zz:,bN SUBJECT Z" FL00/5. DATE 3-90 ��v 4�r ��,< 15) /S A/ *�� !vim C o/"- B0t-7�57 _ I6s . (COA/C _ 2r� IZ s Ole- Cawc 7/c-5 . &sem PA7'/8 CV�� � Se 4 7-i8 7� a ��� Bunton Clifford & Associates, Inc. DESIGNED JOB No �Z 2 Fremont Ca 796-3.387. CHECKED SHT OF PROJECT /f�iYFIZ R/Oo�icE' SUBJECT Kc DATE S-31-90 5W /s /3! 0 Z�/o �S� ��lO LE��2 c✓/ ���L7 � . 325 PLi=` ' ��e/ y6 Afi CUKV60 S�TIo^/• - �� % C -eco Oq 7 -OP` Ger J ��rT cv Bunton, Clifford & Associates, Inc. DESIGNED G=c- JOB No /0262 Fremont Ca 796-3387. CHECKED SHT 7 OF PROJECT SUBJECT (2>v,'cb" ;,(A-1- . DATE S -3i 90 E ro c l,rTiok VALUE OP FZWIV2 74 57Ucc-D f�E7N�2C�jvT / S kvr ,Q� -let /14k w�c. UN6�4CEV �CL �� ��= 04/zing o� 3-ZSi� 6 = f%z7/fl AtQ0 7�/cE s7z = ©. 0&; c�J = O e /2 M Z . cc FxE 19% = l3 • s ire % 7 �•5� /�k . /�IoX GUv -7 /5(6X-7) IP -4 �r C* 8Y RNs,—` � Bunton, Clifford & Associates, Inc. Fremont Ca 796-3387 PROJECT . �iPP r4�ircE'" SUBJECT DESIGNED G C • JOB No ?a?6Z• CHECKED SHT S OF DATE :!5`31`70 " XE-< C'//VG ,47- G5E 5 C 77LT-- U=l C'oN57gOC7 r�1 2�5�Rs / 47-tgeCff E -4 E-4 A -, 4Y 7 h�k 7Y-' /Ai7D RW7--A6 C� ,i ri oviNG , 2' o BOW MY 2 (1 V4 8 ,gEaO Ask 0, o75it7Z Ash = D- 6Z Irl Z Z. �C�✓rfBGc' Ab = daog,5 m 117K 5 0 K/y=mss; i1�aO2 oe l�2-#5fig6l Bunton, Clifford & Associates, Inc. Fremont Ca 796-3387 nnn lLt%T a is-ai OBJECT DESIGNED G C. JOB No -O2,`Z CHECKED SHT-:.-e- OF DATE 5-3/-9O IAIINr� Lclo = 2 5- PSF 5iE7577/ c = 0.1375' W 65K 54f5;w "ORe/Al6 Ste / �,f �c[a.�r�sc,E she/off o� w�C� _ /2 ��s o•S7 �q = � .�3ZS /6s o�w46C AWL = 3¢(°'z) (7/Xo45 5-7 '?Z 6s. W/NvLp�O = 3�`�/Y = g.SC�O �s . — GovS \, 7 7/C AWL ';ZZF Gam= -)(o-225) _ �D91 > /0 20d s > 00500 16 5 G'o�it/S h 201 mQ r� AbttC CCYYG777' = 33 SS 3 -Deo c�j� ©k OTI 6T 23 G 200 s . 7Rf �`� �1i2�CCow� -�vsia�l _ 0•-20�2�0 � 33) = 5320 �s � ; Bunton, Clifford & Associates, Inc. Fremont: Ca 796-3387 ROJECT �N%m UBJECT ZA-TERAC- Cf DESIGNED 6-C. JOB No 02G Z . CHECKED SHT /D OF DATE 5-- 31-400 F = CZ�i x 2©) C23 0 1375 /S/8 1� s =-VT 7cwCIE- :�!4- 4)(z) Mtc 5n�-' (0, -zz ���zp �✓�cc c-c�l�iit-= 720 -= 33 zZ-/7z5- C0 (7�'0°1375 S38q � SC �� 5Eu` �� = 2oCz�71� o•22s = 3 83�`6s. 695-7 C -5-o-7 ,QE -UO 3, 76- Old 3 32S - ( O..aoe4C( SzT/av5F Av,tCC f"E , L�G� Bunton, Clifford & Associates, Inc. Fremont Ca 796-3387. PROJECT / 02 Ao c, � SUBJECT ��- DESIGNED GC. JOB No 9� s CHECKED SHT OF DATE Gvo�sT C7f�w�� <--- WW-L's wW.L's 14/45 . N07- C�l51GA G /ill 77IC- Chtr& w#yC# o� �DU,eC� (�✓/CC. fl•�S/ST �c G��C. /iY Sff�tr2 Foe Bunton, Clifford & Associates, Inc.DESIGNED G C JOB No �O2 Fremont Ca 796-3387. CHECKED SHT %2 OF PROJECT P�h/�7Z5-3t-910 SUBJECT e'- i - _ L�7Mt� — DATE VIA10 Ldp w«�- G'oVZ--� s� � sig _ (2��4 L f 24C#'5))25- =. 3 ' 00 IL r -row e.ic = �eC4•12�4� f 2(�34�0��) ZS= 3 w Z Bunton Clifford & Associates DESIGNED JOB No 9026Z 79.6-338 CHECKED SMT /3 OF PROJECT 4. �Gb_ �'.CE �h./F�- DATE SUBJECT _ L� ' - 6t4/5c- v� U g� J Y � � 2 . _Z J � Q Z E� W � v 6 3 , J Bunton, Clifford & Associates, Inc. DESIGNED GG• JOB No gOZGZ• Fremont Ca 796-3387. CHECKED SHT� OF PROJECT / N- �z�'S��cc • 5-3�-Qo SUBJECT RnVOA-770n/ DATE ,"Z9v/vaq-Tray 502. 8C44-,' Ci e/7-/ = 2coo ,1571c. '51IY6� 5'TZwx X00 F �E l2 " Gv-/r.� Fo-oTA/G Bunton, Clifford & Associates, Inc. Fremont Ca 796-3387 DRA.IFCT Q/ NFYI + U B J E C T 1cQ/n/,C,4770V 2 A45) 57n<Y 916k w,4c.c = S roS/OE wAc cs = CdurZ-"2 �e-6�0 w/VT# - DESIGNED G C• JOB No '�oZGZ CHECKED SHT/5- OF DATE 57-3t-'70 WAt (- PLr2 Qoo F 217 (71) + 39(2) = 220 pL r e- (i2f��(��� q(so)-f- 21000 MR Bunton, Clifford & AssocJates, Inc. DESIGNED G.C. JOB No OZZ . Fremont Ca 796-3387. CHECKED SHTOF PROJECT ---7775777 A75172777 SUBJECT 'i450^"1A4y DATE sT,A,l::7 'z 0 951-,7-75? mw C.,O D �o z 2 = 576 ��s/-50P 2. (7 -4 ' 3�� �W 71316) 71 Bunton Clifford & Associates, Inc. DESIGNED GG JOB No ?,;1,2oZ. Fremont Ca 796-3387. CHECKED SHT-11- OF PROJECT _�/ Kms- ,4C'S�/JEW -` , -� SUBJECT DATE To ,Q��i�Yz STS 7 4-� �A PAF 2o0o .5.3 UI U;1 JV 1G L 4 1 W lAvm V. ! QVV111-Ullll, 111 , 1UL/ JJ ICBG Evaluation Service, Inc. 4 X Asubsidiary corporation of the International Conference of Building Officials Report No. 4572 EVALUATION REPORT March, 1990 CVYV11.h10199Man tvalualh.. WrAce. l..+. Sling Category: DESIGN --Concrete (0313] CONFORM® POLYSTYRENE FORMS FOR REINFORCED CONCRETE WAILS C.T.S.-CONFORM, INC. 1640 SOUTH CLAUDINA WAY ANAHEIM, CALVORNIA 92805 1, Subject: ConForm® Polystyrene Forms for Reinforced Concrete Walls. 11. Description: A, General: The ConForM6 concrete form wall system consists of expanded polystyrene units which serve as insulation and forms for load-bearing and nonload-bearing walls, shear walls and foundation walls. The units are manufactured in two basic types, Standard Forms (SF Series) and Variable Width Forms (VWF Series). The face shell thickness of the foam is 13/4 inches in both cases, The SF Series units are 10 inches high by 10 inches wide by 40 inches long with tongue-and•groove attachment at the top and bottom. When laid up, the units form 7111 -inch by 6112 -inch rectangular vertical Cores at 10 inches on center and 6'/2 -inches by 6114 -inch reetanpular horizontal cores at 10 incheson center, The form units remain after setting of concrete and must be protected by approved Interior and exterior finish materials. The VWF Series units are 10 inch high by 40 inches long and have. variable widths depending on the thickness of the finished concrete wall, which is from V/4 inches to 113/4 inches. The tongue -and -groove units are Interconnected with polypropylene bridge inserts. See Figures Nos. 1 and 2 for further details. B. Material: 1, ConForms Units: The ConForm® units are molded from expanded polyystyrene beads manufactured by BASF Corporation (Evaluation Report No. 3401) or Huntsman Chemical Corporation (NER- 384), having a density of 1.5 to 2.0 pounds per cubic foot with s maximum flame -spread rating and smoke -density of 25 and 450, respectively, in accordance with U.B.C. Standard No. 42-1. 2. Concrete: The concrete with 3/e -inch aggregate for both the SF and the VWF Series has a minimum compressive strength. of 2000 pounds per square inch. 3. Reinforcement: The walls are reinforced with minimum No. 4 de• formed bars conforming with U.B.C. Standard No. 26-4, having a mini- mum yield strength of 40,000 psi. 4. Other: Wood members for plates or window and door framing arc preservative -treated lumber secured In place with galvanized anchor bolts. Anchors for surface finish attachments may be of wood or metal, mechani. cally secured to the concrete. Adhesives suitable for attachment of the interior surface finish to the polystyrene may be used in conjunction with the above. Anchor spacing is as required for the surface finish material~ A typical anchor for use with self -tapping screws consists of 11/2 -inch by No. 24 gauge galvanized steel or aluminum strips secured to the concrete with 16 -penny box nails. The nails are inserted into holes in the metal strip, pushed hhers tto prevent withdrawal untilrough the wall of the Fhe concrete orme unit has setsecured with speed C. Design: 1. VWF Series: Concrete walls using the Variable Width Form Series units are designed in accordance with Chapter 26 of the Uniform Building Code. 2. SP Series: Concrete walls using the Standard Form Series units may be designed in accordance with the following requirements. a. Structures are limited to two stories and t0 foot unsupported wall heights, in all seismic zones. b. Maximum total roof live and dead toad is 32 psf. c. Maximum total floor live and dead load is 50 psf, d. Maximum bearing wall spacing is 20 feet. e. The walls may be constructed in areas with maximum basic wind speed of 100 miles per hour, Exposure B as defined in Section 231 l of the code. f. Walls are reinforced with No. 4 reinforcement bars as specified in paragraph 11 B-3. The vertical and horizontal reinforcement are spaced at 18 inches on center and installed in conformance with Section 2614 (d) of the code. The horizontal reinforcement at the roof and floor levels are two No. 4 bars each. g. Wall openings are vertically and horizontally reinforced with two No. 5 bars extending 24 inches beyond the corners. h. Roofs and floors are anchored and supported at the wall in aCcordancf with Section 2310 of the code. See Figure No. 3 for details. 1. Allowable in -plane shear capacity is 4800 pounds per lineal foot. Maximum wall height to width ratio is 2.5:1 with a minimum shear wall. length of 4 feet. J. Anchorage to foundations complies with Section 2615 of the code. D. Interior finish: Co»Form® units exposed to the interior are finishef with minimum 112 -inch -thick regular gypsum wallboard attached in thl manner described in paragraph 11 13.4. Spacing of anchors and fastener. must comply with Section 4711 of the code. Gypsum board must also b attached to window and door frames. E. Exterior Finlaht Walls are covered on the exterior with a weather , resistive coverin4 in accordance with the code and/or an evaluation report Suitable finishes include, but are not limited to: ISPO, Inc. "R -wall Finish' (Evaluation Report No. 3617). STO Industries, lnc.'s, "Sto Exterior Wal Finish" (Evaluation Report No. 3906) and Universal Paint's "Therm -a -Te; Exterior Wall Finish" (Evaluation Report No. 4372)." Exterior wall covet ings must be recognized in Individual evaluation reports for the require design wind pressures. F. Foundation Walls: The ConForm® wall is supported on foundatiol as indicated In Pigure No. 4, with reinforcement complying with the cod( G. Retaining Walls: The Standard Form walls (SF Series) may be ust as retaining walls with reinforcement Provided they are designed in accor, once with accepted engineering principles. H. Crawl spaces: ConForm* units exposed to the inside may be used f. walls forming crawl spaces, contingent on the following conditions: I . Entry to the crawl space is only to service utilities, 2. There are no interconnected basement areas. 3. Air in the crawl space is riot circulated to other parts of the buildin. 4. Ventilation complies with Section 23 id W 6 of the code. 5. Block units exposed to crawl spaces are limited to.those manu(Z tured with BASF Styropor or Huntsman expandable polystyrc beads. 1. 1989 Supplement to the U.B.C.t This report is unaffected by t Supplement. Evaluation reports of IC80 Evaluation Service, Inc., are issued solely to provide information to Class A members 611C80, utiliting the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not speejfkally addressed nor a, an endorsement or recommendatlon for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical stgff ha,, reviewed the test results and/or other data, but does not possess test facilities to make an independent ven fieation. There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. Thh disclaimer includes, but is not limited to, merchantability. Page 1 of 01-05-90 12':24PM-FROM C, T. S.—ConForrn, Inc. P03/05 r . f Pop 2 of 4 Report No. 4672 J. ldentifieation; Each CunFurmtlO package bears a label containing the namc and address of the manufacturerflame-spread and smoke -density rating and the name and logo of the quality control agency (Underwriters Luborutones Inc, (NER-QA403)I' 111. Evidence Submitted: Calculations and structural details, reports of room fire tests in accordance with U.8.C. Standard No. 17.5 and quality control manual. Findings IV. Findings; The ConFormV4 units described In this report comply with the 1938 Uniform Buildtng Code, subject to the following condi- tions. 1. They are manufactured, Identified and Installed in accordance with the manufacturer's Insttuctlons and this report. Z. Walls using the *SF Ser lei forms are limited to two-story struc- tures with a maximum unsupported wall height of 10 feet. Standard Form 6F IMM s ri module tis -ter CAQ - -w• IAL 3, Walls using the ConForms' forms are considered cotttbustible construction, 4. Pians and'ealculations are submitted for building department approval for each structure, S. The forms are separated from the building Interior with mirtl• mum I/ -Inch -thick regular gypsum wallboard Installed as set forth in this report, or other thermal barriers having an index of IS with attachment as specified in a current evaluation report. 6. Special inspection during Installation In accordance with Sec- tion 306 or the code for concrete work is required. 7. ConForm R units are manufactured in Anaheim, California, under a quality control program with inspections by Underwrit, era Laboratories Inc. .This report is subject to re-examination in one year. FIGURE N0. t—STANDARD FORM SF SERIES FIGURE N0.2—VARIABLE WIDTH VWF SERIES End o.ser j oo ns Too End Visa . 3.7V' IF U%al-ru 1T -- tlotlooa find vlau 1 hd No im pill BF119 3, Walls using the ConForms' forms are considered cotttbustible construction, 4. Pians and'ealculations are submitted for building department approval for each structure, S. The forms are separated from the building Interior with mirtl• mum I/ -Inch -thick regular gypsum wallboard Installed as set forth in this report, or other thermal barriers having an index of IS with attachment as specified in a current evaluation report. 6. Special inspection during Installation In accordance with Sec- tion 306 or the code for concrete work is required. 7. ConForm R units are manufactured in Anaheim, California, under a quality control program with inspections by Underwrit, era Laboratories Inc. .This report is subject to re-examination in one year. FIGURE N0. t—STANDARD FORM SF SERIES FIGURE N0.2—VARIABLE WIDTH VWF SERIES RtKUA I ML-MUUY 1 CK LSO ) !— O—yV i 1 L o UL 1"M➢ • VV 11 1 U13 7 UGG2700 I I I rr Y 02-05-90. 12:24PM° FROM C. T. S.—ConForm, Inc. +i'd' BOLT TVP. PO4/05 AT•KiTpPPLATEI CONFORM WALL UNITS 8d NAILS TYR Report No, a5722 Pap s or a 6 ` TREATED PLATE OVER APPROVED J01ST ANCHOR TVP. RAFTERS40ISTS APPROVED JOIST ANCHOR TYP. PLYWOOD APPROVED RAPTER ANCHORS PLYWOOD FLOOR JOIST$ ' ' .1 � FLOOR JOISTS '' ff I• I y =. U!BOLT TYA �•� �.'• ' IWOOLTTYP. we BOLTTYP. 3 x LEDGER `' CONFORM PALL UNITS CONFORM UNITS FULLY GROUTEb CELLS FULLY GROUTED CELLS TYPICAL FLOOR FRAMING DETAIL TYPICAL FLOOR FRAMING DETAIL JOISTS PARALLEL TO WALL JOISTS PERPENDICULAR TO WALL 4 x 6 x v e ANGLE PLYWOOD TVP. BOLT TO RAFTER WITH �/Y BOLTS 8d NAILS TYR 2 x NAILER WITH 8d TOTOP PLATE TYP. 2 x BLOCKWO BETWEEN RAFTERS 1` LER�V� Y LASO TOP PLATE CEILING JOISTSif OR RAFTER TIE.• 8d NAILS TYR SECURa TO TOPPLATE +i'd' BOLT TVP. TREATEDTOPPLATE y((ANCHORBOLT AT•KiTpPPLATEI CONFORM WALL UNITS PLYWOOD,p�•+■— 8d NAILS TYR SECURa TO TOPPLATE WITH 6d NAILS TVP. 8d NAILS TYR RIM RAFTERIJOIST 6 ` TREATED PLATE OVER MASONRY RAFTERS40ISTS APPROVED RAPTER ANCHORS ,. TYPICAL ROOF DETAIL TYPICAL ROOF DETAIL RAFTERS PERPENDICULAR TO WALL RAFTERS PARALLEL TO WALL FIGURE NO. 3—CONNECTIONS TO ROOFS AND FLOORS ..�.w.. . �� yr ram �:,v , r - v-av, 1 G • vv rl 1, VVI I I Vd 7 07.-05-90 I MUM- FROM C. T. S. =Co nFo rm, .Inc, P05/05 Page 4 of 4 Report No. 4572 . u I v to � eT y W P�° Tv4rM eq0l`y. STEM -WALL. FOUNDATION --•(Stud Wall Construction) ,1 r• A. =;.: Ftp GONNEG7iDN� d, .T 7' TWO VrOmy o ercey FIGURE NO. 4—SF SERIES "CONFORM" WALL FOUNDATION • • • Day&Night • ., . •� 4 ` - MID -EFFICIENCY AirConditioning DOWNFLOW/HORIZONTAL - INDUCED -COMBUSTION FURNACE Indianapolis, IN City of Industry, CA '����• " .r A88316 DOWNFLOW , A88317 HORIZONTAL i. aoR - ARS ;�_ _ _ __i HEATING M COMMONING 1401 ALMOND st, CNICO, CA 95926 PH: 8954420 LIC. NO. 335302 T • R Model 3761 Sizes 040 thru 110 _ Series B With a unique approach to induced -combustion design, a new 40 -inch tall cabinet, a four -pass heat exchanger, an inshot burner system, and its safety features; this furnace is without peer. The . Model 376C Downflow/Horizontal Furnace achieves one of the higher Annual Fuel Utilization Efficiency (AFUE) ratings available in a noncondensing, induced -combustion furnace. Its ease and economy of installation, ease of serviceability, economical initial cost, and short payback time put it in a class well ahead of the competition. The Model 376C Gas Furnace has the kind of over- all performance needed in today's homes. FEATURES EFFICIENCY—The 376C Induced -Combustion Gas Furnace pro- vides the efficiency customers want with 80.2% AFUE. HOT SURFACE IGNITION—No pilot to waste gas with this field - proven ignition systema ALUMINIZED HEAT EXCHANGER—The patented four -pass heat exchanger is made of aluminized steel and backed by a 20 -year Limited Warranty. INTELLIGENT CONTROL BOARD—The 376C Furnace has an intelligent control board that monitors the operation of the fur- nace. This control board also has a self -test feature that enables the servicing person to verify operation of the board itself, inducer, hot surface ignitor, high- and low -speed blower opera- tion, and humidifier. We guarantee the reliability of the control board with a 3 -year Limited Warranty. 40 -INCH HEIGHT—The 376C is the first induced -combustion fur- nace with a 40 -inch cabinet height. This simplifies installation in attics, closets and crawl spaces; especially with a taller high - efficiency cooling coil. MULTI -POISED DOWNFLOW OR HORIZONTAL -Our. furnace can be used in a Iownflow, horizontal -left, or horizontal -right configuration. PREPAINTED CABINET—The 376C uses prepainted sheet metal for the cabinet..This is the same, high-quality finish found on refrigerators and other appliances today. We insure its durability by using a galvanized steel substrate to provide superior rust protection. PATENTED DRAFT SAFEGUARD—Our induced -combustion fur- nace has a patented draft safeguard switch. The safeguard switch will stop furnace operation if the vent system becomes blocked or is not operating properly. An exclusive with the 376C Furnace. EASY INSTALLATION—The Model 376C has many features that make installation easier; left or right gas and electrical connec- tions, Molex blower speed selector, matching coil sizes, acces- sory low -voltage connections, and many more. Form No. PDS 376C.40.3D -28-1/2 20 - 13/16 7/8 DIA. K.O. ACCESSORY 1-3/4 DIA. HOLE 110-1/4 GAS ENTRY 9-1/8 11/16 f- OLJTLET4-4-1-1/16 2-1/8 I 19 11/16 8.1/4 NOTE: ADDITIONAL 7/8 DIA. K.O. ARE LOCATED IN THE TOP PLATE AND BOTTOM PLATE D�, A 2 DIA. K.O. E u THERMOSTAT THERMOSTAT r INLET 4-3/16 WIRE ENTRY 7/8 DIA. K.O. 12-11/16 4 124 ACCESSORY 14-3/16 2.15/16 12-11/16 4 127 7/8 DIA. HOLE /POWER ENTRY i.�✓ 0 0 0 00o 0 0 0 0 0 0 12-11/16 1-1/2 DIA. K.O. R.H. GAS ENTRY 141 0 0 0 16.1/16 12-9/16 0 0 0 4 7/8 DIA. K.O. 1 TYP. 0 0 o 13-5/16 ACCESSORY r 1-1/16 5/BTYP. • E 4 10-1/4 11/16 2.1/8 A AIRFLOW DIMPLES TO DRILL HOLES 154 FOR HANGER BOLTS(4 PLACES) 15-7/8 16 A88324 DIMENSIONS (In Inches) Size A D E Vent Conn Ship. Wt 024040 14-3/16 12-9/16 12-11/16 4 124 036040 14-3/16 12-9/16 12-11/16 4 127 024055 14-3/16 12-9/16 12-11/16 4 141 036055 14-3/16 12-9/16 12-11/16 4 145 036075 17-1/2 15-7/8 16 4 154 048075 17-1/2 1 15-7/8 1 16 4 154 048095 17-1/2 15-7/8 16 4 171 060095 21 19-3/8 19-1/2 4 181 060110 24-1/2 22-7/8 23 5 192 ACCESSORY DOWNFLOW SUBBASE 3. Disassembled A88207 DIMENSIONAL DATA TYP Assembled I/ >� .i:% . 1171 A88206 Furnace Plenum Opening* Framed F166r*61e_w u k4 u4' q Hole No. for Width A B C r".niV, 41JUEW P.m A W,„ U1 -Width Adjustment 14-3/16 11-13/16 19 13.7/16" ` i 4 17-1/2 15.1/8 19 16-3/4 �,Rv'�20;3/8� ` " ;".' 3 21 18-5/8 19 20-1/4 2 24-1/2 22-1/8 19 23-3/4 20.3/8 1 *The plenum should be constructed 114 -inch smaller in width and depth than the plenum dimensions shown above. —2— Cl • 0 - • r • r] ;lop rraoo9- - iAws 17 SPECIFICATIONS' �O SIZE (-024040- - RATINGS AND PERFORMANCE 036040 024055 1 036055 1 036075 ( 048075 : 048095 1 060095 : 060110 I Input Btuh* 46,000 46,000 69,000 69,000 92,000 92,000 -115,000 115,000 138,000 Capacit t Nonweatherized ICS# 37,000 37,000 56,000 56,000 75,000 75,000 94,000 94,000 112,000 AFUE%t Nonweatherized ICS# 80.2 80.2 80.2 80.2 80.2 80.2 80.2 80.2 80.2 'California Seaso`nal-Efficiencies_(CSE)_ 75.2-1 73.0 76.6 74.9 76.0 . �^ 75.5 )_ 76.5 75.0 75.6 Certified Temperature Rise Range OF 35-65 15-45 55-85 30-60 50-80 40-70 50-80 40-70 ',50-80 Certified External Static Pressure Heat/Cool 0.10/0.50 0.10/0.50 0.12/0.50 0.12/0.50 0.15/0.50 0.15/0.50 0.20/0.50 0.20/0.50 0.20/0.50 Airflow Cfm Heating Cooling ELECTRICAL .720 1 895 1170 1215 1 .660 930 1 1200 1300 1 1155 1395 1350 1580 1 1400 1595 1735 1950 1690 2055 Unit Volts -Hertz -Phase 115-60-1 Operating Voltage Range Min -Max 104-127 . Maximum Unit Ampacity 6.6 8.1 1 6.7 8.4 9.2 10.2 1 10.0 13.1 14.3 Maximum Wire Length ' Feet' 53 44 1 53 43 40 35 1 36 44 40 Minimum Wire Size a 14 12 Maximum Fuse Size 15 20 Transformer (24-V) 40VA External Control Heating Power Available Cooling 12VA 35VA Air -Conditioning Blower Relay CONTROLS Standard Limit Control - - SPST - Heating Blower Control - - Solid -State Time Operation Burners(Monoport) 1 -2 2 1 3 1 & 1 4 T 4 1 5 5 6 Gas Connection Size GAS CONTROLS 1/2 -inch NPT I Gas Valve (Redundant) Min Inlet Pressure - White -Rodgers 4.5 inches we (Natural Gas) Max Inlet Pressure - 13.6 Inches we Main Burner Ignitor BLOWERDATA - Hot -Surface Direct -Drive Motor HP -Type 1/5 -PSC I 1/3 -PSC I 1/5 -PSC I 1/3 -PSC F 1J.3 -F -St, 112 -PSC 112 -PSC 3/4 -PSC 314 -PSC Motor Full Load Amps 3.4 5.8 , 3.4 5.8 5.8 7.9 7.9 11.1 11.1 RPM (Nominal) -Speeds - 1075-4 1-1075-4 1 1075-4 • 1075-4 1 1075-4 1075-4 1075-4 1075-4 .1075-4 Blower Wheel Dia xWidth 10x6 10x6 10x6 I 10x6 1 10.7 10x8 10x8 11x10 11x10 Filter Size -Permanent Washable FACTORY -AUTHORIZED DEALER -INSTALLED AC (2)14 x 20 x 1 (2) 16 x 20 x 1 Accessory Downflow Subbase 313512-701 - - - Gas Conversion Kit -Natural -to -Propane 310318.701 Gas Conversion Kit -Propane -to -Natural 310325.701 Duct -Flange Kit 305809.701 "- IIINYID QIIUWII GIC IUI CIGVULIUIIS Up w cuvu met. ror elevauons aoove zuuu Tee[, mpuT should oe reduced at the rate of 4% for each 1000 feet above sea level. Refer to National Fuel Gas Code Table F4. "` - - .+ • tCapacity in accordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California -specified procedures. - $Isolated Combustion System (ICS) - - MEETS DOE RESIDENTIAL CON= Keno SERVATION SERVICES PROGRAM #, STANDARDS. I b It 'A C, r� r - - EFFICIENCY = RATING _ g GAS Before purchasing this appliance; read im- CERTIFIED .mono am Portant energy cost and'efficiency infor= !O'�faTir�co s� mation available from your retailer. Duct Flanges (Accessory) A82172 -3- Filter Retainers (Field Supplied) A82173 AIR DELIVERY—Cfm (With Filters) Furnace Size Blower Motor HP Speed DOWNFLOW ,- External Static Pressure Inches we 0 Type B-1 Double -Wall Vent 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 024040 1/5 PSC High 1100 1050 1000 950 895 840 760 650 Med-High 860 820 790 760 710 655 580 480 Med-Low 720 685 650 615 560 505 440 360 Low 615 585 555 510 460 400 340 250 036040 1/3 PSC High — 1400 1355 1300 1215 1130 1050 960 Med-High — 1295 1255 1190 1115 1045 975 890 Med-Low 1170 1150 1115 1060 1005 950 880 800 Low 1020 1010 980 945 895 850 785 715 024055 1/5 PSC High — — 1010 975 930 885 825 745 — 815 800 765 725 685 620 550 —Med-High Med-Low — 660 645 620 590 545 480 415 Low 590 570 545 510 470 405 360 295 036055 1/3 PSC High — 1490 1425 1 1365 1300 1240 1175 1100 Med-High — 1345 1300 1255 1200 1140 1075 1000 Med-Low 1200 1180 1140 1100 1060 1015 960 895 Low 1020 1000 985 950 915 880 835 780 036075 1/3 PSC High — 1575 1515 1455 1395 1325 1230 1120 —Med-High — 1380 1340 1285 1230 1165 1095 1005 Med-Low 1165 1145 1130 1090 1055 1005 940 870 Low 965 955 940 1 910 885 840 785 705 048075 1/2 PSC High 1855 1765 1710 1665 1580 1570 1410 1310 Med-High 1595 1570 1530 1485 1410 1355 1280 1200 Med-Low 1355 1345 1305 1270 1220 1170 1110 1025 Low 1170 1 1170 1140 1110 1075 1025 965 890 048095 1/2 PSC High 1930 1850 1770 1685 1595 1505 1405 1305 Med-High 1685 1630 1580 1525 1445 1370 1285 1195 Med-Low 1425 1400 1370 1 1325 1280 1225 1 1155 1070 Low 1250 1240 1210 1170 1150 1095 1035 950 060095 3/4 PSC High 2235 2185 2110 2030 1950 1835 1700 1540 Med-High 1995 1970 1915 1845 1765 1680 1545 1415 Med-Low 1735 1735 1675 1625 1565 1480 1370 1265 Low 1510 1500 1485 1455 1400 1320 1230 1130 060110 3/4 PSC High — 2250 2190 2130 2055 1960 1875 1760 Med-High — 2000 1 1960 1 1910 1850 1 1785 1 1710 1615 Med-Low 1700 1690 1 1670 1 1650 1610 1 1560 1 1490 1435 1 Low 1480 1480 1 1480 1 1460 1 1430 1 1380 1 1320 1255 —Indicates unstable operating conditions. MINIMUM CLEARANCES (In Inches From Combustible Materials) Sizes 040 and 055 075 thru 110 DOWNFLOW Sides—Single-Wall Vent 1 0 Type B-1 Double -Wall Vent 0 0 Back 0 0 Top 1 1 Front—Single-Wall Vent 6 6 Type B-1 Double -Wall Vent 3 3 Vent—Single-Wall Type B-1 Double -Wall 6 1 6 1 NOTES: 1. Provide 30 -inch front clearance for servicing. An open door in front of the furnace can meet this requirement. 2. A minimum clearance of 3 inches must be provided in front of the fur- nace for combustion air and proper operation. Sizes 040 and 055 075 thru 110 HORIZONTAL (In Alcove/Attic) Sides* 1 0 Back 0 0 Top—Single-Wall 1 1 Type B-1 Double -Wall 1 1 Front 18 18 Vent—Single-Wall Type B-1 Double -Wall 6 1 6 1 HORIZONTAL (In Closet) • Sides* 1 1 Back 3 3 Top—Single-Wall Type B-1 Double -Wall 2 2 2 2 Front—Single-Wall Vent 6 6 Type B-1 Double -Wall Vent 1 3 3 Vent—Single-Wall Type B-1 Double -Wall 6 1 6 1 *Indicates supply or return sides when furnace is in the horizontal position. • • Day&Night SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE • Air Conditioning UNIT MUST BE INSTALLED IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS Indianapolis, IN City of Industry, CA' Copyright 1990 Carrier Corporation —4— Catalog No. DN•3237.602 PRINTED IN U.S.A. 4/90 .• Day&Night s day&l Air Conditioning ELECTRIC' Mode1.591A night AIR CONDITIONER: Sizes 014 tliru 060 Indianapolis. IN - City of Industry. CA - •Y, 4 Model 591A Energy -Efficient Condensing Units incorporate inno- vative technology to provide quiet, reliable summer cooling per- formance. Built into these units are the features most desired by Homeowners today. SEER ratings of at least 9.0 when used with components as designed by manufacturer. FEATURES ELECTRICAL RANGE—All units are offered in 208/230 -volts sin- gle phase only. WIDE RANGE OF SIZES—Available in eight nominal sizes from 014 thru 060 to meet the needs for residential and light commer- cial applications. WEATHER -PROTECTIVE CABINET—Steel is protected with a heavy coating commonly called "galvanizing," then coated with a layer of zinc phosphate to which a coat of modified polyester s powder coating is applied and baked -on. This provides each unit with a hard, smooth finish that will last for many years. All screws on cabinet exterior are coated for a long-lasting, rust - resistant, quality appearance. - TOTALLY ENCLOSED FAN MOTOR—Means greater reliability under rain and snow conditions, dependable performance for many years. Permanent -split -capacitor -type motors provide more economical operation. UNIT DESIGN—Copper tube, enhanced aluminum fin coil is designed for optimum heat transfer. Vertical air discharge car- ries sound and hot condenser air up and away from adjacent patio areas and foliage. New heat pump style base pan for easy removal of water, dirt and leaves. -APPLICATION VERSATILITY—The 591A can be combined with a wide variety of. evaporator coils and blower packages to pro- vide quiet, dependable comfort. Unit can be installed on a roof or at ground level on a slab. - EXTERNAL SERVICE VALVES—Both service valves are brass, back seating type with sweat connections. Valves are externally located so refrigerant*tubeconnections can be made quickly and easily. Each valve has a service port for ease of checking operating refrigerant pressures. EASY SERVICEABILITY—One access panel provides access to electrical controls and compressor. Removal of top gives access to fan motor and coil. COMPRESSOR PROTECTION—Each compressor is protected with internal temperature- and current -sensitive overloads. An internal pressure relief valve provides high-pressure protection to the refrigerant system. For improved. serviceability each com- pressor, except 5 ton units, is equipped with a compressor termi- nal plug. HEATING A AIR CONDMONING ` - 1401 ALMOND -ST., CHICO, CA 95926 - PH: 895-1420 LIC. No. '335302 Form No. PDS 591A.14.2D AIR DISCHARGE AIR IN -( AIR IN 11 AIR DISCHARGE } B C AIR IN SEER W/O TDR E C G 520 H 2 1/2'. AIR DISCHARGE (63.7) (FT./IN.) (mm) } f 1 17/32-- 39.0) (IN.) (mm) (IN.) 1. Allow two and one half feet (762) clearance to service end of unit, four feet (1219) above uriit, six inches on one side (152), one foot (305) on remaining sides, and two feet (610) between units for proper airflow. 2. Minimum outdoor operating ambient of 550F (unless Low Ambient Control is used). Maximum 1250F 3. Dimensions in parentheses are in millimeters. FIELO POWER SUPPLY CONN �7/8' AL (22.22) HOLE WITH 1 3/32' 0.(27.78) KNOCKOUT (ALL SIZES) -AND I( 0. S KNOCKOUT 036 TKRU 060 SIZES ONLY) FIELD CONTROL SUPPLY CONN. 7/8' 0.(22.22) HONE -- H DIA.SUCTION LINE G / LIQUID LINE 1 3/4' (44.6) 1 1/4' (32.0) DIMENSIONS 3/8'D.(9.5) KNOCKOUTS - 6) PLACES ACCESS PANEL rl � 11 C) ( I )' II I I I E -J D UNIT MOUNTING PATTERN VIEW FROM TOP A88126 RATINGS & PERFORMANCE OUTDOOR MODEL A B C I D SEER W/O TDR E F I G 520 H 9.10 J 7.8 UNIT SIZE (FT./IN.) (mm) (FT./IN.) (mm) (FT./IN.) (mm) (IN.) (mm) (IN.) I (mm) (FT./IN.) (mm) (FT.AN.) (mm) (IN.) (mm) (IN.) (mm) 014 1'-9 13/16" 554.8 1'-10 1/2" 571.5 2'-2 3/16" 665.1 4 1/16" 103.4 7 1/16" 179.7 1'-1 3/4" 350.6 1'-6 3/8" 465.6 5/8 15.88 2 3/8" _ 59:9 018 1'-913/16" 554.8 1'-101/2" 571.5 2'-23/16" 665.1 41/16" 103.4 71/16" 179.7 1'-13/4" 350.6 1'-63/8" 465.6 5/8 15.88 23/8" 59.9 024 2'-1 13/16" 656.4 1'-10 1/2" 571.5 2'-2 3/16" 665.1 4 1/16" 103.4 7 1/16" 179.7 1'-3 15/16" 404.2 1'-10 3/8" 567.2 5/8 15.88 2 3/8" 59.9 030 2'-113/16" 656.4 1'-101/2" 571.5 2'-23/16" 665.1 41/16" 103.4 71/16" 179.7 1'-315/16" 404.2 1'-103/8" 567.2 3/4 19.05 23/8" 59.9- 036 2'-1 13/16" 656.4 2'-6" 762.0 2'-8 15/16" 837.5 5" 127.9 9 5/8" 245.0 1'-3 15/16" 404.2 1'-10 3/8" 567.2 3/4 22.22 2 7/8" 73.4 042 2'-7 13/16" 808.8 2'-6" 762.0 2'-8 15/16" 837.5 5" 127.9 9 5/8" 245.0 1'-9 15/16" 556.6 2'-4 3/8" 719.6 7/8 22.22 1 2 7/8" 4 048 2'-7 13/16" 808.8 2'-6" 762.0 2'-8 15/16" 837.5 5" 127.9 9 5/8" 245.0 1'-9 15/16" 556.6 2'-4 3/8" 719.6 7/8 22.22 2 7/8" �73.4 060 2'-7 13/16" 808.8 2'-6" 762.0 2'-8 15/16" 837.5 5" 127.9 9 5/8" 245.0 1'-9 15/16" 556.6 2'-4 3/8" 719.6 7/8 22.22 2 7/8" 4 RATINGS & PERFORMANCE OUTDOOR MODEL INDOOR MODEL EVAP. AIR CFM TOT CAP SEER W/TDR SEER W/O TDR BELS 518CO15 520 13,400 9.10 8.80 7.8 519DO15• 520 13,400 9.30 9.00 7.8 518C/507JO18 520 13,100 9.30 9.00 7.8 519DI509AO18 520 13,400 9.30 9.00 7.8 591A-014 519EO18 520 13,400 9.30 9.00 7.8 517EN018 520 13,200 9.00 8.60 7.8 513CO18 520 13,200 8.80 8.50 7.8 516AO18 520 13,400 9.30 9.00 7.8 513BO18 520 13,200 9.00 8.70 7.8 518C/507JO18 600 17,800 9.20 8.90 8.0 519D/509AO18* 600 17,800 9.30 9.00 8.0 519D/509AO19 600 18,000 9.50 9.20 8.0 519EO18 600 17,800 9.30 9.00 8.0 517EN018 600 17,400 8.90 8.70 8.0 513CO18 600 17,600 8.90 8.70 8.0 516AO18 600 18,000 9.50 9.10 8.0 513BO18 590 16,600 8.80 8.50 8.0 518C/507JO24 600 18,000 9.60 9.30 8.0 591A-018 519D/509AO24 600 18,000 9.50 9.20 8.0 519EO24 600 18,000 9.50 9.20 8.0 508AO24 600 18,000 9.50 9.10 8.0 506BO24 600 18,000 9.40 9.10 8.0 51OB024 600 18,000 9.30 9.00 8.0 517EN024 600 17,800 9.20 8.90 8.0 517EN025 60018,000 9.40 9.10 8.0 513CO24 600x17;800 ,9.20 8.90 8.0 516A024 600 f 18 000 ;!%,18,000 9.60 of 9.20 8.0 513BO24 600 9.3014 9.00 8.0 =Tested Combination s f :.1 XIJ;1 -2- • • • • RATINGS & PERFORMANCE (Con't) �MO EVCFM AP,AIR SEER� 1 SEER EUTDO�R ` I = IMODELNDOOR� CAP WITDRTOT W/O TDR BELS 518CI507JO24 860 23,200 9.30 9.00 7.6 519D/509A024* 860 23,200 9.50 9.20 7.6 p 519D/509A025 860 23,600 9.50 9.30 7.6 p-1 519EO24 860 23,200 9.50 9.20 7.6 o ` 508AO24 860 23,200 9.40 9.10 7.6 Q0c` (+51-013024 r-8860 66)22.2 '6602.30 9.00 - 9.00 7.6 517EN024 850 22,000 9.00 8.80 7.6 517EN025 850 22,600 9.20 9.00 7.6 591A-024 513CO24 860 22,600 9.30 9.00 7.6 516AO24 860 23,000 9.40 9.00 7.6 513BO24 640 22,000 9.40 9.10 7.6 519D030, 519D/509AO30W 860 23,800 9.70 9.50 7.6 518C030, 5180507J030W 860 24,000 9.70 9.50 7.6 519E030 860- 24,000, 9.70 9.50 7.6 506BO30 860 23,600 9.50 9.30 7.6 517EN030 860 23,000 9.40 9.10 7.6 517EN031 860 24,000 9.70 9.50 7.6 513CO30 860 23,600 9.30 9.00 7.6 516AO30 860 23,200 9.40 9.10 7.6 513BO30 825 23,200 9.50 9.20 7.6 518C030, 518C 1000 30,000 9.20 9.00 7.6 519D030, 519D* 1000 30,000 9.20 9.00 7.6 519EO30 1000 30,000 9.20 9.00 7.6 506BO30 1000 29,000 9.10 8.90 7.6 517EN030 1000 28,600 8.90 8.70 7.6 517EN031 1000 29,400 9.10 8.90 7.6 513CO30 1000 29,000 9.00 8.70 7.6 516AO30 1000 29,000 9.00 8.70 7.6 591A-030 513BO30 825 28,400 9.20 9.00 7.6 519CO36 1000 29,800 9.30 9.00 7.6 5180507J036 1000 30,000 9.30 9.20 7.6 519D/509A036 1000 30,000 9.30 9.20 7.6 519EO36 1000 30,000 9.30 9.20 7.6 508AO36 1000 29,400 9.20 9.00- 7.6 506BO36 1000 30,000 9.30 9.10 7.6 51OB036 1000 29,800 9.20 9.00 7.6 517EN036 1000 29,600 9.20 9.00 7.6 519CO36 1150 35,200 9.30 9.00 7.8 5180507J036 1150 36,000 9.50 9.10 7.8 519D/509A036* 1150 36,000 9.50 9.10 7.8 519EO36 1150 36,000 9.50 9.10 7.8 508AO36 1150 34,400 9.20 9.00 7.8 506BO36 1150 35,400 9.40 9.00 .7.8 51OB036 1150 35,000 9.30 9.00 7.8 517EN036 1150 34,800 9.20 9.00 7.8 519CO42 1150 35,800 9.50 9.10 7.8 5180507J042 1350 - 36,000 9.30 9.10 7.8 591A-036 5180507J042W 1350 36,000 9.30 9.10 7.8 5180507J042C 1150 36,000 9.50 9.20 7.8 519D/509A042 1350 36,000 9.30 9.10 7.8 519D/509A042W 1350 36,000 9.30 9.10 7.8 519D/509A042C 1150 36,000 9.60 9.30 7.8 519D/509A043 1150 36,000 9.70 9.40 7.8 ' 519D/509A043W 1150 36,000 9.70 9.40 7.8 519EO42 1150 36,000 9.30 9.10 7.8. 506BO42 1150 35,800 9.50 9.10 7.8 517E/GN042 1150 36,000 9.50 9.10 7.8 517E/GN043 1150 36,000 9.50 9.20 7.8 �iA17 r1- 519CO42 1500 41,000 9.30 9.10 7.8 5180507J042 1575 41,000 9.20 9.00 7.8 5180507J042W 1575 41,000 9.20 9.00 7.8 5180507J042C 1400 41,500 9.40 9.20 7.8 519D/509A042* 1575 41,000 9.30 9.10 7.8 519D/509A042W 1575 41,000 9.30 9.10 7.8 519D/509A042C 1400 41,500 9.40 9.20 • 7.8 519D/509A043 1575 42,000 9.50 9.30 7.8 519D/509A043W 1575 42,000 9.50 9.30 7.8 519E042 1575 41,000 9.40 9.20 7.8 41506BO42-1 (1575) 41,000) 9.303 9.10 7.8 517E/GN042 1575 41,000 9.30 9.10 7.8 517E/GN043 1575 41,500 9.40 9.20 7.8 591A 042 519CO48 1500 41,500 ' 9.40 9.20 7.8 518CO48 1575 42,000 9.40 9.20 7.8 5180507J048W 1575 42,000 9.40 9.20 7.8 518C48C 1575 42,000 9.50 9.30 7.8 519DO48 1575 42,000 9.50 9.30 7.8 519D/509A048W 1575 42,000 9.50 9.30 ' 7.8 519DO48C 1575 42,000 9.50 9.30 7.8 519DO49 1575 9.60 9.40 7.8 519EO48 1575 .42,500 42,000 9.50 9.30 7.8 508AO48 1575 42,000 9.50 9.30 7.8 • 506BO49 1575 42,500 9.50 9.30 7.8 51OB048 1575 42,000 9.50 9.30 7.8 517E/GN048 1575 42,000 9.20. 9.00 7.8 517E/GN049 1575 - 42,500 9.50 9.30 7.8 *Tested Combination -3- RATINGS & PERFORMANCE (Con't) OUTDOOR MODEL INDOOR MODEL EVAP. AIR CFM TOT CAP SEER W/TDR SEER W/O TDR BELS A 519CO48 1500 45,000 9.20 9.00 7.8 208/230-60-1 518CO48 1700 46,500 9.10 9.00 7.8 6.6 518C/507J048W 1700 46,500 9.10 9.00 7.8 61.0 518CO48C 1600 47,000 9.20 9.00 7.8 Total Units Amps 519DO48 1700 46,500 9.20 9.00 7.8 12.5 519D/509A048W 1700 46,000 9.20 9.00 7.8 10 519DO48C 1600 47,000 9.30 9.10 7.8 5190049* 1700 48,000 9.40 9.20 7.8 Refrigerant -Type & Amount 519EO48 1700 46,500 9.20 9.00 7.8 5/8 & 1/4tt 508AO48 1600 46,000 9.20 9.00 7.8 8.7 506BO49 1700 47,000 9.30 9.10 7.8 1/12 PSC & 1110 1 51OB048 1700 47,000 9.30 9.10 7.8 591A-048 517E/GN048 1700 47,000 9.10 8.90 7.8 1600 517E/GN049 1700 47,500 9.20 9.00 7.8 519C060 1600 47,000 9.30 9.10 7.8 518CI507J057C 1700 48,000 9.30 9.10 7.8 518C/507J060 1700 47,500 9.40 9.20 7.8 519D/509A057C 1700 48,000 9.40 9.20 7.8 519D/509A060 1700 48,000 9.60 9.40 7.8 519D/509A061 1700 48,000 9.70 9.50 7.8 519EO60 1700 48,000 9.40 9.20 7.8 506BO61 1700 48,000 9.50 9.20 7.8 51OB060 1700 48,000 9.40 9.20 7.8 517E/GN060 1700 47,000 8.80 8.70 7.8 517E/GN062 1700 47,500 9.00 8.80 7.8 517EIGN063 1700 48,000 9.20 9.00 7.8 519CO60 1600 56,000 9.30 9.00 7.8 518C/507J057C 1850 57,000 9.00 8.80 7.8 518CI507JO60 2000 58,000 9.30 9.00 7.8 519D/509A057C 1850 57,000 9.30 9.00 7.8 519DI509AO60 2000 58,500 9.30 9.00 7.8 591 A-060 519D/509A061 * 2000 59,500 9.50 9.20 7.8 519EO60 2000 57,000 9.30 9.00 7.8 506BO61 2000 59,000 9.50 9.10 7.8 51OB060 2000 58,500 9.30 9.00 7.8 517E/GN060 2000 57,000 8.80 8.50 7.8 517E/GN062 2000 58,000 9.00 8.70 7.8 517EIGN063 2000 59,000 9.30 9.00 7.8 *Tested Combination SYSTEM DESIGN • 1. Intended for outdoor installation with free air inlet and outlet. Outdoor fan external static pressure available is less than 0.01 -inches water column. • 2. Minimum outdoor operating air temperature without low ambient operation accessory is 55°F (12.80C). 3. Maximum outdoor operating air temperature is 125°F (51.70C). 4. For reliable operation, unit should be level in all horizontal planes. 5. Maximum elevation of indoor coil above or below base of outdoor unit is: indoor coil above = 50 -feet. Indoor coil below = 150 -feet. (see items 6 and 7 following) 6. For interconnecting refrigerant tube lengths greater than 50 -feet, consult long tube application bulletin available from equipment distributor. 7. Crankcase heater required when interconnecting refrigerant tube length exceeds 50 -feet. 8. Not more than 3 -feet of refrigerant tube should be buried in the ground. If necessary to bury tubes under a sidewalk, provide a minimum 6 -inch verti- cal rise to the valve connections at the unit. 9. Use only copper wire for electric connection at unit. Aluminum and clad aluminum are not acceptable for the type of connector provided. 10. Mixmatches of indoor coil capacity more than one size larger than outdoor unit capacity may result in inadequate indoor comfort. SPECIFICATIONS MODEL 591A014 591AO18 591AO24 591AO30 SERIES ELECTRICAL A A B A Unit Volts -Hertz -Phase 208/230-60-1 208/230-60-1 208/230-60-1 208/230-60-1 Operating Voltage Range 187-253 187-253 187-253 187-253 Compressor -Rated Load Amps 6.6 9.6 11.5 15.3 Locked Rotor Amps 37.0 52.0 61.0 86.0 Condenser Fan Motor -Full Load Amps 0.5 0.5 0.8 0.8 Total Units Amps 7.1 10.1 12.3 16.1 Min Unit Ampacity for Wire Sizing 8.75 12.5 15.2 21.1 Min Wire Size (75° Copper) AWG* 14 14 12 10 Max Branch Circuit Fuse Size COMPRESSOR 1 15 20 1 25 35 Compressor -T pe & RPM Hermetic 3450 Temperature & Current Protection Internal Line Break Refrigerant -Type & Amount R22-2.87 lbs R22-3.00 lbs R22-3.50 lbs R22-4.12 lbs Refrigerant Lines (in. ODF) Vapor & Liquid (up to 50 ft.) CONDENSER• 5/8 & 1/4tt 3/4 & 3/8 Coil -Height x Width (Sq Ft 7.2 1 7.2 8.7 8.7 Rows Deep & Fins Per Inch 1 &15 1 1 &25 1 &25 1 &25 Fan Motor -HP, Type, GRPM 1/12 PSC & 1110 1 1/12 PSC & 1110 1/10 PSC & 1075 1/10 PSC & 1075 Volts -Hertz -Phase 208-230-60-1 Fan -Diameter 18 18 118 18 Condenser Airflow (Cfm) 1600 1600 1 1900 1900 -4- • DETAILED COOLING CAPACITIES* Evaporator CONDENSER ENTERING NfIR TEMPERATURES OF Air 85 95 105 115 125 CFM E W B Capacity MBtuhfi Total System KW** Capacity MBtuhfi I Total System KW** Capacity MBtuhfi Total System KW** Capacity MBtuhfi Total System KW** Capacity MBtuhfi Total System KW** Total Sens$ Total Sens* Total Sens# Total Sens$ Total I Sens Multipliers for Determining the Performance With Other Indoor Sections indoor Section Cooling Indoor Co ling Size Capacity Power Section Size Capacity Power 519C 036 0.99 1.00 510B 036 0.99 0.99 518C 030 1.00 1.00 508A 036 0.98 0.99 036W 1.00 1.00 506B 030 0.97 0.98 030W 1.00 1.00 036 1.00 1.00 518C/507J 036 1 1.00 1.00 517EN 030 0.95 0.99 030 1 1.00 1.00 031 0.98 1.01 036W 1.00 1.00 036 0.99 1.00 519D 519D/509A 030W 1.00 1.00 513C 030 0.97 1.01 036 1.00 1.00 516A 030 0.97 1.01 519E 030 1.00 1.00 513B 030 0.95 0.93 036 1.00 1.01 591AO36 Outdoor Section With 519DI509AO36 Indoor Section 1050 72 67 62 57 41.9 37.9 34.2 32.4 20.5 25.5 30.4 32.4 4.09 3.91 3.75 3.68 39.3 35.5 32.0 30.7 19.5 24.5 29.3 30.7 4.30 4.11 3.94 3.88 36.7 33.0 29.8 29.0 18.5 23.5 28.1 29.0 4.50 4.31 4.13 4.09 34.0 30.6 27.6 27.2 17.6 22.5 26.9 27.2 4.71 4.50 4.32 4.29 31.4 28.1 25.5 25.5 16.6 21.6 25.5 25.5 4.91 4.69 4.51 4.50 1200 72 67 62 57 42.8 38.7 35.1 33.9 21.4 27.1 32.5 33.9 4.19 4.01 3.85 3.80 40.1 36.2 32.8 32.1 20.4 26.1 31.2 32.1 4.39 4.21 4.04 4.01 37.3 33.7 30.6 30.2 19.4 25.1 29.9 30.2 4.60 4.41 4.24 4.22 34.6 31.1 28.4 28.4 18.5 24.0 28.4 28.4 4.80 4.59 4.43 4.43 31.8 28.6 26.5 26.5 17.5 23.1 26.5 1 26.5 5.00 4.78 4.63 4.64 1350 72 67 62 57 M35.235.2 4.28 4.10 3.95 3.92 40.7 36.8 33.5 33.2 21.3 27.6 32.9 33.2 4.49 4.30 4.14 4.13 37.9 34.2 31.3 31.3 20.3 26.5 31.3 31.3 4.69 4.49 4.34 4.34 35.0 31.5 29.3 29.3 19.3 25.5 29.3 29.3 4.89 4.68 4.55 4.55 32.2 28.9 27.3 27.3 18.3 24.4 27.3 27.3 5.09 4.87 4.76 4.76 Multipliers for Determining the Performance With Other Indoor Sections Indoor Section Cooling Size Capacity Power Indoor Co ling Section Size Capacity Power 519C 036 0.98 0.99 519E 036 1.00 1.00 042 0.99 1.00 042 1.00 0.99 518C 036W 1.00 1.00 508A 036 0.96 0.98 518C/507J 036 1.00 1.00 5068 036 0.98 0.99 0421042W 1 1.00 0.99 042 1 0.99 1.00 042C 1.00 1.01 517EN 036 0.97 0.99 519D 036W 1.00 1.00 517E/GN 042 1.00 1.01 519D/509A 036 1.00 1.00 043 1.00 1.02 0421042W 1.00 0.99 510B 036 0.97 0.99 042C 1.00 1.01 043/043W 1.00 1.02 591A042 Outdoor Section With 519D1509AO42 Indoor Section 1225 72 67 62 57 46.2 41.8 37.8 35.5 22.4 27.9 33.2 35.5 4.51 4.35 4.21 4.12 43.7 39.5 35.7 33.9 21.5 26.9 32.1 33.9 4.82 4.65 4.49 4.41 41.2 37.2 33.6 32.3 20.5 26.0 31.1 32.3 5.14 4.95 4.78 4.71 38.6 34.9 31.5 30.6 19.6 25.0 39.9 30.6 5.46 5.25 5.05 5.00 36.1 32.6 29.4 28.9 18.7 24.1 28.7 28.9 5.76 5.54 5.32 5.29 1500 72 67 62 57 47.6 43.2 39.1 37.8 23.9 30.4 36.4 37.8 4.67 4.51 4.36 4.32 44.9 40.7 36.9 36.0 22.9 29.4 35.2 36.0 4.99 4.82 4.66 4.62 42.3 38.2 34.7 34.2 22.0 28.4 33.9 34.2 5.31 5.12 4.95 4.92 39.6 35.8 32.6 32.4 21.0 27.4 32.4 32.4 5.63 5.42 5.23 5.23 36.9 33.3 30.6 30.6 20.1 26.5 30.6 30.6 5.94 5.71 5.53 5.53 1575 72 67 62 57 L38.3 24.34.71 31.04.55 37.24.40 [38.3]4.37 45.2 41.0 37.2 36.5 23.3 30.0 36.0 36.5 5.03 4.86 4.70 4.67 42.5 38.5 35.0 34.7 22.3 29.0 34.6 34.7 5.36 5.17 4.99 4.98 39.8 36.0 32.9 32.9 21.4 28.1 32.9 32.9 5.68 5.46 5.28 5.28 37.1 33.5 31.0 31.0 20.4 27.1 31.0 31.0 5.98 5.75 5.58 5.59 Multipliers for Determining the Performance With Other Indoor Sections Indoor Section Cooling Size Capacity Power Indoor Cooling Section Size Capacity Power 519C 042 1.00 1.00 519E 042 1.00 1.00 048 1.01 1.00 048 1.02 1.01 518C 048 1.02 1.01 508A 048 1.02 1.01 048C 1.02 1.01 506B 042 1.00 1.00 518C1507J 0421042W 1.00 1.01 049 1 1.04 1.02 042C 1.01 1.01 5108 048 1.02 1.02 048W 1.02 1.00 517E/GN 042 1.00 1.02 519D 048 1.02 1.01 043 1.01 1.03 048C 1.02 1.02 048 1.02 1.03 049 1.04 1.02 049 1.04 1.04 519D1509A 042/042W 1.00 1.00 042C 1.01 1.00 043/043W 1.02 1.02 048W 1 1.02 1.01 aee noieS Dottom Pg. a M -M DETAILED COOLING CAPACITIES* Evaporator CONDENSER ENTERING AIR TEMPERATURES OF Air 85 -Tota 95 105 115 125 E Capacity J -If Capacity Total Capacity I Total Capacity Total Capacity Total CFM W B MBtuht System KW** I MBtuht I System KW** MBtuht System KW** MBtuht System KW** MBtuht System KW** Total Senst Total Sens$ Total Sens# Total I Sens$ Total I Sens# 591AO48 Outdoor Section With 519DO49 Indoor Section 1400 72 67 62 57 54.6 49.5 44.7 42.0 26.6 33.3 39.7 42.0 5.36 5.17 4.99 4.89 51.5 46.6 42.0 40.0 25.5 32.1 38.3 40.0 5.75 5.54 5.34 5.25 48.3 43.7 39.4 38.0 24.3 30.9 36.9 38.0 6.13 5.90 5.68 5.60 45.1 40.8 36.7 35.9 23.1 29.7 35.5 35.9 6.51 6.25 6.00 5.95 42.0 37.9 33.9 33.6 22.0 28.5 33.7 33.6 6.87 6.59 6.31 6.29 1600 72 67 62 57 55.8 50.6 45.7 43.8 27.8 35.3 42.3 43.8 5.48 5.29 5.11 5.04 52.5 47.6 42.9 41.6 26.6 34.1 40.8 1 41.6 5.88 5.67 5.47 5.41 49.2 44.6 40.2 39.5 25.4 32.8 39.2 39.5 6.26 6.03 5.81 1 5.77 45.8 41.5 37.5 37.3 24.3 31.6 37.4 37.3 6.65 6.39 6.14 6.12 42.6 38.5 35.0 1 35.0 23.1 30.5 35.0 1 35.0 7.01 6.72 6.48 6.48 1800 72 67 62 57 56.7 51.5 46.5 45.3 29.0 37.3 44.6 45.3 5.60 5.41 5.23 5.18 53.3 48.3 43.7 43.0 27.8 36.0 42.9 43.0 5.99 5.79 5.58 5.55 49.9 45.2 40.9 40.7 26.5 34.7 40.8 40.7 6.38 6.15 5.93 5.93 46.4 42.0 38.5 38.5 25.3 33.5 38.5 38.5 6.77 6.51 6.29 6.29 43.1 38.9 36.1 36.1 24.2 32.3 36.1 36.1 7.12 6.84 6.64 6.64 Multipliers for Determining the Performance With Other Indoor Sections Indoor Section Cooling Size Capacity Power Indoor Section Cooling Size Capacity Power 519C 048 •0.94 0.96 519E 048 0.97 0.99 060 0.98 0.99 060 1.00 1.00 518C 048 0.97 0.99 508A 048 0.96 0.98 048C 0.98 0.99 506B 049 0.98 1.00 518C/507J 048W 0.97 0.99 061 1.00 1.02 057C 1.00 1.01 510B 048 0.98 0.99 060 0.99 1.00 060 1.00 1.01 519D 048 0.97 0.99 517E/GN 048 0.98 1.01 048C '0.98 0.98 049 0.99 1.02 049 1.00 1.00 060 0.98 1.07 519D/509A 048W 0.96 0.99 062 0.99 1.05 057C 1.00 1.00 063 1.00 1.06 060 1.00 1.01 061 1.00 1.01 591A060 Outdoor Section With 519DI509AO61 Indoor Section 1750 72 67 62 57 67.9 61.7 55.9 52.4 33.1 41.4 49.5 52.4 6.76 6.47 6.19 6.03 64.231.7 58.3 52.7 50.1 40.0 47.9 50.1 7.14 6.82 6.52 6.37 60.5 54.9 49.5 47.7 30.4 38.6 46.3 47.7 7.50 7.16 6.83 6.71 56.8 51.4 46.4 45.2 29.0 37.2 44.6 45.2 7.85 7.48 7.13 7.05 53.0 48.0 43.1 42.7 27.7 35.8 42.6 42.7 8.19 .7.80 7.42 7.38 2000 72 67 62 57 69.4 63.0 57.0 54.7 34.6 44.0 52.7 54.7 6.92 6.64 6.36 6.24 1 65.5 59.5 53.8 52.1 33.2 42.5 51.0 52.1 7.31 6.99 6.68 6.60 61.6 55.9 50.5 1 49.6 31.8 41.1 49.2 49.6 7.67 7.33 7.00 6.94 57.7 52.3 47.3 47.0 30.4 39.7 47.0 47.0 8.03 7.65 7.31 7.28 53.8 48.7 44.3 44.3 29.1 38.3 44.3 44.3 8.36 7.97 7.62 7.63 2250 72 67 62 57 70.5 64.1 58.1 56.6 36.1 46.4 55.6 56.6 7.08 6.78 6.50 6.43 66.5 60.4 54.7 53.9 34.6 44.9 53.6 53.9 7.46 7.14 6.84 6.79 62.5 56.7 51.4 51.2 33.2 43.5 51.3 51.2 7.83 7.48 7.16 7.15 58.5 53.0 48.4 48.5 31.8 42.0 48.4 48.5 8.18 7.81 1.50 7.50 54.4 49.2 45.7 45.7 30.4 40.6 45.7 45.7 8.52 8.12 7.84 7.84 Multipliers for Determining the Performance With Other Indoor Sections Indoor Cooling Indoor Cooling Section Size Capacity Power Section Size Capacity Power 519C 060 0.94 0.94 508A 060 0.96 0.96 518C/507J 057C 0.96 0.99 506B 061 0.99 1.00 060 0.97 0.98 510B 060 0.98 0.99 519D/509A 057C 0.96 0.96 517E/GN 060 0.96 1.05 060 1 0.98 0.99 062 0.97 1.02 061 1.00 1.00 063 1 0.99 1 1.03 -uetaiiea cooiing capacities are Dasea on indoor and outdoor unit at the same elevation and connected by 25 feet of tubing. If other than 25 feet of tubing is used and/or indoor unit is located above outdoor unit, a slight variation in capacity may occur. tTotal and sensible capacities are net capacities. Blower motor heat has been subtracted. *Sensible capacities shown are based on 80°F entering air at the indoor coil. For sensible capacities at other than 80°F, deduct 835 Btuh per 1000 Cfm of indoor coil air for each degree below 80°F, or add 835 Btuh per 1000 Cfm of indoor coil air per degree above 80°F. **Unit KW is total of indoor and outdoor unit KW's. EM • • DETAILED COOLING CAPACITIES* Evaporator CONDENSERENTERING AIR TEMPERATURES OF Air 85 95 105 115 1 125 E Capacity Total Capacity Total Capacity Total Capacity Total Capacity Total CFM LSystem W MBtuht System MBtuht System MBtuht System MBtuht I MBtuht System Total Sens# Total Sens# Total Sens$ Total Sens$ Total I Sens$ B KW** KW** KW** KW** I KW** 591A018 Outdoor Section With 519DI509A018 Indoor Section 72 20.3 9.80 2.06 19.3 9.40 2.15 18.3 9.01 2.26 17.2 8.62 2.37 16.2 8.24 2.49 525 67 18.4 12.1 1.96 17.4 11.7 2.06 16.4 11.3 2.15 15.4 10.9 2.26 14.5 10.5 2.37 62 16.5 14.3 1.88 15.6 13.9 1.97 14.7 13.4 2.06 13.8 12.9 2.16 12.9 12.4 2.26 57 15.4 15.4 1.83 14.7 14.7 1.92 14.0 14.0 2.02 13.3 13.3 2.13 12.6 12.6 2.25 72 20.8 10.2 2.11 19.8 9.82 2.21 18.7 9.42 2.31 17.6 9.03 2.42 16.5 8.63 2.54 600 67 18.8 12.8 2.02 17.8 12.4 2.11 16.8 12.0 2.21 15.8 11.6 2.31 14.8 11.1 2.42 62 16.9 15.3 1.93 16.0 14.8 2.02 15.0 14.2 2.11 14.1 13.7 2.21 13.2 13.1 2.32 57 16.0 16.0 1.89 15.3 15.3 1.99 14.6 14.6 2.09 13.9 13.9 2.20 13.1 13.1 2.31 72 21.2 10.6 2.16 20.1 10.2 2.25 19.0 9.80 17.9 9.40 2.47 16.7 9.00 2.59 675 67 19.2 13.5 2.07 18.1 13.0 2.16 17.1 12.6 2.2.36 25 16.0 12.2 2.36 15.0 11.8 2.47 62 17.3 16.1 1.98 16.3 15.6 2.07 15.4 15.0 2.16 14.4 14.4 2.26 13.6 13.6 2.38 57 16.7 16.7 1.95 15.9 15.9 2.05 15.1 15.1 2.15 14.4 14.4 2.26 13.6 13.6 2.38 Multipliers for Determining the Performance With Other Indoor Sections Indoor Cooling Indoor Cooling Section Size Capacity Power Section Size Capacity Power 518C/ 018 1.00 1.00 5068 024 1.01 1.01 507J 024 1.01 1.00 517EN 018 0.98 1.02 519DI509A 018 1.00 1.00 024 1.00 1.02 019 1.01 1.02 025 1.01 1.03 024 1.01 1.02 513C 018 0.99 1.03 519E 018 1.00 1 1.00 024 1.00 1.01 024 1.01 1 1.02 516A 018 1.01 0.99 508A 024 1.01 1 1.02 024 1.01 1.03 5108 024 1.01 1.01 5138 018 0.93 1.00 024 1 1.01 1.03 591A024 Outdoor Section With 519DI509A024 Indoor Section 72 26.3 12.9 2.60 24.9 12.3 2.72 23.4 11.8 2.85 22.0 11.3 2.98 20.4 10.7 3.11 700 67 23.8 16.1 2.48 22.6 15.6 2.60 21.2 15.0 2.72 19.8 14.5 2.84 18.4 13.9 2.96 62 21.6 19.2 2.36 20.4 18.6 2.48 19.1 18.0 2.60 17.9 17.3 2.72 16.6 16.5 2.84 57 20.5 20.5 2.31 19.5 19.5 2.43 18.6 18.6 2.57 17.6 17.6 2.70 16.5 16.5 2.84 72 26.8 13.4 2.67 25.3 12.9 2.79 23.9 12.4 2.92 22.3 11.8 3.05 20.7 11.3 3.17 800 67 24.3 17.1 2.54 23.0 16.5 2.66 21.6 16.0 2.78 20.1 15.4 2.91 18.6 14.8 3.03 62 22.1 20.5 2.43 20.9 19.8 2.55 19.6 19.1 2.67 18.3 18.2 2.79 17.1 17.1 2.93 57 21.4 21.4 2.40 20.4 20.4 2.52 19.3 19.3 2.65 18.3 18.3 2.79 17.1 17.1 1 2.93 72 27.2 14.0 2.73 25.7 13.4 2.85 24.2 12.9 2.98 22.6 12.3 3.10 20.9 11.8 3.24 900 67 24.7 18.0 2.61 23.3 17.5 2.72 21.9 16.9 2.85 20.4 16.3 2.97 18.8 15.7 3.09 62 22.5 21.6 2.49 21.3 20.9 2.61 20.0 20.0 2.74 18.8 18.8 2.87 17.7 17.7 3.01 57 22.1 22.1 2.47 21.1 21.1 2.60 20.0 20.0 2.73 18.8 18.8 2.87 17.7 17.7 3.01 Multipliers for Determining the Performance With Other Indoor Sections Indoor Co ling Indoor Cooling Section Size Capacity Power Section Size Capacity Power 518C 030 1.03 1.01 506B 024 0.99 0.99 518C/507J 024 1.00 1.00 030 1.02 1.00 030W 1.03 1.01 517EN 024 0.95 0.99 519D 030 1.03 1.02 025 0.97 1.00 519D/509A 024 1.00 1.00 030 0.99 1.01 025 1.02 1.01 031 1.03 1.04 030W 1.03 1.02 513C 024 0.97 0.99 519E 024 1.00 1.00 030 1.02 1.04 030 1.03 1.02 516A 024 0.99 1.01 508A 024 1 1.00 1.00 030 1.00 1.04 5106 1 024 1 0.96 0.98 5138 024 0.99 1.01 030 1.00 1 0.97 591A030 Outdoor Section With 519D030 Indoor Section 72 34.3 16.8 3.52 32.5 16.1 3.69 30.5 15.4 3.86 28.6 14.7 4.03 26.5 14.0 4.21 875 67 31.2 21.1 3.36 29.4 20.4 3.52 27.6 19.7 3.68 25.8 18.9 3.84 23.9 18.2 4.00 62 28.3 25.2 3.20 26.7 24.4 3.36 25.1 23.6 3.52 23.4 22.7 3.68 21.6 21.5 3.84 57 26.9 26.9 3.13 25.7 25.7 3.30 24.4 24.4 3.47 23.0 23.0 3.65 21.5 21.5 3.83 72 35.0 17.6 3.61 33.1 16.9 3.78 31.1 16.2 3.95 29.0 15.5 4.12 26.9 14.7 4.29 1000 67 31.8 22.4 3.44 30.0 21.7 3.61 28.1 21.0 3.77 26.2 20.2 3.93 24.3 19.4 4.09 62 28.9 26.9 3.29 27.3 26.0 3.45 25.7 25.1 3.61 24.0 23.9 3.77 22.4 22.4 3.95 57 1 28.1 28.1 3.25 26.7 26.7 3.42 25.4 25.4 3.59 24.0 24.0 3.77 22.4 22.4 3.95 72 35.5 18.3 3.69 33.5 17.6 3.86L26.2 16.9 4.03 29.4 16.2 4.20 27.2 15.4 4.37 1125 67 32.3 23.7 3.52 30.4 22.9 3.68 22.2 3.85 26.6 21.4 4.01 24.6 20.6 4.17 62 29.5 28.4 3.37 27.9 27.4 3.54 26.2 3.70 24.7 24.7 3.88 23.2 23.2 4.06 57 29.1 29.1 3.35 27.7 27.7 3.52 26.2 3.70 24.7 24.7 3.88 23.2 23.2 4.06 bee notes bottom pg. 9 -7- ti i' i Day9 Night SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE • day Air Conditioning UNIT MUST BE INSTALLED IN ACCORDANCE nightWITH INSTALLATION INSTRUCTIONS radlanapals, rna�ar;a Dry of 1n sur. Csarania Carver Corporation _ 10_ Catalog No. DN -3259.100 PRINTED IN U.S.A. 11188 • • SPECIFICATIONS MODEL 591A014 591AO18 591A024 591A030 SERIES OPTIONAL EQUIPMENT A A B A CO M PROTECa 313966.751 Quick -Start Capacitor -Relay Kit 313965-751 313965.752 313965.753 Low -Pressure Switch Kit 313968-751 High -Pressure Switch Kit 313969.751 Compressor Crankcase Heater 313904-751 PTC Start Assist 313967.751 .Support Feet Kit -4 inch 313916-701 Indoor Fan Time Delay Relay 313902-751 Sound Blanket Kit 312990.751 312991-751 Indoor Thermostat and Subbase HH07AT183 Low Ambient Controller N/A 313917-401 Low Ambient Motort NIA HC34GE230 SPECIFICATIONS MODEL 591 A036 591 AO42 591 A048 591 A060 SERIES ELECTRICAL A A A A Unit Volts—Hertz—Phase 2081230-60-1 2081230-60-1 2081230-60-1 208/230-60-1 Operating Voltage Range 187-253 187-253 187-253 187-253 Compressor—Rated Load Amps 20.2 20.5 22.8 30.8 Locked Rotor Ams 93.0 110.0 127.0 142.0 Condenser Fan Motor—Full Load Amps 0.9 1.4 1.4 1.4 Total Units Amps 21.1 21.9 24.2 32.2 Min Unit Ampacity for Wire Sizing 26.2 27.0 29.9 39.9 Min Wire Sizing (75° Copper) AWG* 10 10 10 8 Max Branch Circuit Fuse Size COMPRESSOR 1 45 45 1 50 1 60 Compressor—Type & RPM Hermetic 3450 Temperature & Current Protection Internal Line Break Refrigerant—Type & Amount R22-5.37 lbs R22-6.37 lbs R22-7.00 lbs R22-10.62 lbs Refrigerant Lines (in. ODF) Vapor & Liquid (up to 50 ft.) CONDENSER• : FAN 314 & 318 718 & 3/8 1-1/8 & 3/8 Coil—Height x Width (Sq Ft 12.0 15.0 15.0 15.0 Rows Deep & Fins Per Inch 1 &20 1 1 &25 1 &25 1 2&20 Fan Motor—HP, Type, & RPM 1/8 PSC & 820 1/4 PSC & 1100 1/4 PSC & 1100 1 1/4 PSC & 1100 Volts—Hertz—Phase 208-230-60-1 Fan—Diameter 22 22 1 22 22 Condenser Airflow (Cfm) OPTIONAL EQUIPMENT 2600 3000 1 3000 1 3000 COM PROTECm 313966.751 Quick -Start Capacitor -Relay Kit 313965-754 313965.755 1 313965-755 1 N/A Low -Pressure Switch Kit 313968.751 High -Pressure Switch Kit 313969.751 Support Feet Kit -4 inch 313916.701 Indoor Fan Time Delay Relay 313902.751 Sound Blanket Kit 312996.751 312994.751 1 312994-751 312997-751 Indoor Thermostat and Subbase HH07AT183 Low Ambient Controller 313917-401 Low Ambient Motort HC36GE230 HC40GE230 NOTE: Use copper wire only between disconnect switch and unit. See unit Installation Instructions for proper installation. tConsult Low Ambient Installation Instructions for application. *If other than 75°C copper wire is used, size can be determined from unit ampacity given in above table and applicable table of National Electric Code. Wire size selected must have current capacity not less than that of copper wire specified and must not create a voltage drop between services panel and unit in excess of 2% of unit rated voltage. ttUse only 3/8" liquid line on capillary tube coils. ACCESSORY USAGE AND DESCRIPTION 1. Compressor Short Cycle Protector Solid state timing device which prevents compressor rapid recycling. Control provides an approximate 5 -minute delay after power to the compressor has been interrupted for any reason, including normal room thermostat cycling. SUGGESTED USE: Installations in areas where power interruptions are frequent. • All commercial installations. Installations where inter -connecting tube length exceeds 50 -feet. Where user is likely to "play" with room thermostat. 2. Compressor Start Assist—PTC Type Solid state electrical device gives a "soft' boost to the compressor motor at each startup. SUGGESTED USE: Installations with marginal power supply. Replacement installations with rapid pressure balance (RPB) expansion valve. Replacement installations with undersized refrigerant tubes. -5- 3. Compressor Start Assist-Capacitor/Relay Type Start capacitor and start relay gives "hard" boost to compressor motor on each startup. SUGGESTED USE: Installations with hard shut off expansion valve on indoor coil. Installations where inter -connecting tube length exceeds 50 -feet. Installations where outdoor design air temperature exceeds 105°F. • 4. Refrigerant Low Pressure Switch Auto reset SPST switch activated by refrigerant pressure on low side of refrigerant circuit. Cycles compressor off if refrigerant pressure drops to about 27 psig. Prevents indoor coil freeze-up due to loss of indoor air flow. Also, provides additional protection against compressor damage due to loss of refrigerant charge. Use with compressor short cycle protector, item 1, to prevent rapid compressor recycling. - SUGGESTED USE: Where indoor coil is exposed to "dirty" air. All commercial installations (Note: Standard on 3-phase units). 5. Refrigerant High Pressure Switch Auto reset SPST switch activated by refrigerant pressure on high side of circuit. Cycles compressor off if refrigerant pressure rises to about 400 psig. Provides additional protection against compressor damage due to loss of outdoor air flow. Use with compressor short cycle protector, item 1, to pre- vent rapid compressor recycling. SUGGESTED USE: Installations with very dirty outdoor air. Installations where condenser inlet air temperature exceeds 125°F. 6. Crankcase Heater An electric resistance heater which mounts to the base of the compressor to keep the oil warm during off cycles. Improves compressor lubrication on restart and minimizes the chance of refrigerant slugging. Mayor may not include a thermostatic control. SUGGESTED USE: When interconnecting tube length exceeds 50 -feet. Indoor unit is above outdoor unit more than 50 -feet. Unit will be operated below 55°F outdoor air temperature. (Use with low ambient operation kit, item 8.) All commercial installations. (Use with low ambient operation kit item 8.) 7. Sound blanket Wrap around sound attenuation blanket for the compressor. Reduces unit sound level by about 0.2 bels. SUGGESTED USE: Unit installed closer than 15 -feet to quiet areas -bedrooms, etc. Unit installed between two houses less than 10 -feet apart. 8. Low Ambient Operation Kit The motormaster solid state head pressure controller is a fan speed control device activated by a temperature sensor. It is specifically designed to control outdoor fan motor speed in response to saturated condensing temperature. For outdoor air temperatures between 55 and 0°F, it maintains condensing temperature at 100 +/-10°F. For single phase units, a ball bearing fan motor and run capacitor are also required. SUGGESTED USE: Operation at outdoor air temperatures below 55°F. All commercial installations (Note: 3 phase units have ball bearing motors as standard). 9. Support Legs Four stick -on plastic legs which raise the unit 4 -inches above the mounting pad. This allows sand, dirt and other debris to be flushed from the unit base; minimizes corrosion. SUGGESTED USE: Coastal installations. Windy areas or where debris is normally circulating. • Rooftop installations. 10. Indoor Blower Time Delay Relay A SPST delay relay which briefly continues operation of the indoor fan motor to provide additional cooling after the compressor cycles off. SUGGESTED USE: For improved efficiency ratings for certain combinations of indoor and outdoor units. (Refer to ARI unitary directory for ratings.) DETAILED COOLING CAPACITIES* Evaporator CONDENSER ENTERING AIR TEMPERATURES OF Air 85 95 105 115 1 125 E Capacity Total Capacity I Total Capacity Total Capacity Total I Capacity Total CFM W MBtuht System MBtuht System MBtuht System MBtuht System I MBtuht System Total Sens# Total Sens# Total Sens# Total Sens# Total Sens# B KW** KW** KW** KW** KW** 591AO14 Outdoor Section With 519DO15 Indoor Section 72 15.2 7.44 1.49 14.4 7.14 1.57 13.5 6.82 1.65 12.6 6.51 1.74 11.7 6.18 1.83 410 67 13.7 9.32 1.44 13.0 9.00 1.51 12.2 8.68 1.60 11.3 8.34 1.68 10.5 8.01 1.76 62 12.4 11.1 1.39 11.7 10.8 1.46 11.0 10.4 1.54 10.2 9.97 1.62 9.46 9.44 1.70 57 11.8 11.8 1.37 11.3 11.3 1.45 10.7 10.7 1.53 10.1 10.1 1.62 9.44 9.44 1.70 72 15.5 7.75 1.52 14.6 7.44 1.60 13.7 7.13 1.69 12.8 6.80 1.77 11.9 6.47 1.86 465 67 14.0 9.86 1.47 13.2 9.53 1.55 12.4 9.20 1.63 11.5 8.86 1.71 10.6 8.50 1.79 62 12.7 11.8 1.42 11.9 11.4 1.50 11.2 11.0 1.58 10.5 10.5 1.66 9.78 9.78 1.74 57 1 12.3 12.3 1.41 1 11.7 1 11.7 1 1.49 1 11.1 1 11.1 1 1.57 1 10.4 10.4 1.66 9.77 1 9.77 1 1.74 72 15.7 8.05 1.55 14.8 7.74 1.63 13.9 7.41 1.72 13.0 7.09 1.81 12.0 6.76 1.89 520 67 14.2 10.4 1.50 13.4 10.0 1.58 12.5 9.70 1.66 11.7 9.34 1.74 10.7 8.97 1.82 62 12.9 12.4 1.45 12.2 12.0 1.53 11.4 11.4 1.61 10.7 10.7 1.70 10.0 10.0 1 1.78 57 12.6 12.6 1.44 12.0 12.0 1.52 11.4 11.4 1.61 10.7 10.7 1.70 10.0 10.0 1.78 Multipliers for Determining the Performance With Other Indoor Sections Indoor Co ling Indoor Cooling Section Size Capacity Power Section Size Capacity Power 518C 015 1.00 1.00 517EN 018 0.99 1.03 518C/507J 018 0.98 0.99 513C 018 0.99 1.03 519D 015 1.00 1.00 516A 018 1.00 0.99 519D/509A 018 1.00 1.00 5138 018 0.99 1.00 519E 1 018 1 1.00 1.00 See notes bottom pg. 9 • WW 0 c 0 c ` c c -W 1LO tIr'1I :•. �� f Q o eza a € o p q [r 4� O C C m n n p�� .L '^' c V C U £ b Q r O m n c Q O � r � � I � N � El; r 0 u n v G p m _ N � o -;4 co .� O O Ld p� v o F, -.♦ X,J ' 0 Qin I $ o c 8 c ^_ZZ . iC, .I WW 0 c 0 c ` c c -W 1LO tIr'1I :•. �� ' � e atm m o eza a € o p 6 •- i w C C m n n p�� .L '^' c V C U £ b Q E z a o Ta cu3'm�•"L E`o� =L Awa u n v G p m _ = o -;4 zz p� v Fi o m o 0 $ o c 8 c ^_ZZ .p o �•p o J E E'-' 3..-03 a� � g; ar� �• �.= O���Eo �r�'o c.t3c 3EEu m�E j u E t = e E- m m 9 C H C � t L- - O D o= c a 0 W U O o£ oo q cra E � r R- A ew�p mL mn o � w - - R aotl my o o E - n c • 3 3 -72m w e -e e n p @ E - a C G Y w E v ' � e XEROX TELECOP I ER 295 ; 7-10-90; 8:50 AN; CC,I TT" --03 + `522968111 L 0" 14AM FROM C. T. S,—Co nForm, Inc, P03 f tioa+etral inginsaildng Soelim Z of 4 Standard Form Allowable Wind Loads 12 Table A Number of Stories One or Two Pu (KIPS) 86.8 L (Ft) 8 P (Kips I 1.8 i WS ( N / eq n) Mu 6 EI 94 0 2o" 91 MAH Blood On - Wo 1 100 Will ( M / sq 11) Mu A EI M4 6 20" '1 MPH send On We l '1 WS2 ( #/84 H) Mu d EI - ' •4 010" 184 MPH Blood On Ws 2 100 Wit2 10104 it) Mu 8 EI 944410" '1 MPH Based On We 2 u '1 30.3 10 1.e' 5e loo 115 100 23.7 12 2;0 37 90 77 100 15.8 14 2.2 25 70 54 100 Three 35.8 8 2.6 Be '100 '1 '1 20" '1 '1 30.3 10 3.0 52 100 110 100 8.7 12 3.3 33 g0 72 .100 5.8 14 3.6 1 22 70 50 100 NOTES: We . Allowable'W' as governed by concrete 12 For allowable wind loads for Variable Width Form. Pu=Arial Design 6trsn9lh Mu . Sending oesion Strength Sea table 9.0000(( angmeer+ng manual. t " Unsupported Wall Height N.A = Not Mowed P . AelV41 Aldol lead '1 . Steel Governs Wa a Allowable W as governed by sleet Standard Form Allowable Story Height For One to Three Story Residential Buildings table 0 STEEL Number of star log 15" 20" Allowable Wall Height ROOF 70 80 MPH 110 MPH MPH Wind Wind 100 MPH wind k4 @ 10" One 8 Two 14' 14' 14' 14' Throe 14' 14' 14' 14' #4 ® 20" One a Two 14' 12' 12' 12' Three 14 12' 12' B. NOTES: "I moor live and dead load of 5001square root '1 eased upon the following assign criteria (e) Searing walls are spaced not more than 20' on canter (a) Foot live and dead load of 32alsquars foot (dl Steel located In center of wall f 12N.A. - Net Allowed Standard Form Allowable Lintel Spans Table D LOAD SUPPORTED Depth of WSII Above Opening 12 15" 20" 40" ROOF 18' 20' 26' FLOOR 1r 1B' 20' NOTES' 11 Sea Table C Footnnts 'I 12-05 used all over openinga Variable Width form Allowable Story Height Table is STEEL Stories Wall Thickness 70 WINO M.P.H. 60 ✓ 90 10o One '�' 3 3I4" 375/8 8.6' 8.5' 8,5' 6.5' ' M4 a Two 6 3/4' 676/10 14' 14' 14' 14 - 1314" 175/12 14' 14' 14' 14' . 20" 3 314" (375/8) 6.5' 8.5' 6.5' 8.5' - Three 5 3/4" (575110), 12' 12' 12' 12' 7 3/4'(775112) 14' 14' E 14' 14' One 3 314" 375/6 8.6' 8.5' 8.5' 6.5' M4 m 5 3/4'(575110)14' I 12' 12' 10' Two 7 314"(775/12) 14' 14' 14' 12 20" Three 3 3/4" 375/6 6 3/4'. 675116) 8.5' 14' 1 12' 10' 10' 7 3/4" (775/121 14' 14' 14' 10' N .feel on centers and steel located n Cerner of the torm N.A.A. NpI AlIOWed Whereas certain 6otlee may limit the hili ht f F Bases upon ro0r live and Dead roan 0132+r ecuare foot. floor I've Y g 0 5 101040 antl tledtl IOitl Of EOxr souue foot. bennng xillS at rnazimum m 20 Story height any Story limitation may be avo,Jed by the wit of -,• yWF folm5 on lower Stones r. , For complete tabulations, back-up analysis calculations and further information contact ConForm (714) 533-3881 ®CTS-ConForm Inc. 1640 South Claudine Way, Anaheim, CA 92605. 07141533.3661 U. S. Patent No. a 4,894,382 ; . 4,994,959 �, ; : rrrsaessa F ei�p TT 133 :MA oa:s :oe—ors aes St311003j3T XUA3X A MOT S. Obad bnlW oldevellA mtci bta it 89M ber,a8 e0 S ow • saw (nvet+1 13 8 OM •o r &1l H9M ball n0 S ew Sew M44 (np1t) bnos 13 d aM ' 0 it '0 t 0 ►e r ew raw (Apa1r) 13 A uM `O! fl ►t HIM 01619 no r Sw r:W (11p1t) 13 A um Mfg It 9 (rtgfK) .l (11 A ( ( talar) ; 10tlIfuN SohOtZ 14 t• r• or -Oct Oar oat ►et arr 1 At OT ( Oct t0 d.t 8 e.at b.oE c.as , ev 10 no owT oar as e r or 02 Tt O.S Sr Ot as SIS It r• i t` "Ot 9 M'►r VIPIli trot t• t• ocr act O! oc 8a Sd tt ss 83 at ex ox 1 at Sr ►r 8.19 ! t.OE TICS Fa DOW OOt Orr OOr ST act as .Ttea craaw 10%MV lot abX1 binr taawollt,bl !• elm." m ya baT.vM to •W tf:rwcl!A. fd 1.93TOn at,na'n pUMx•,pea r M OJ Q rdw 112 1.,iuu2 nptts0 p rtso . ON 01p r4a n2,no IV A = e1 Ow4:A XO . AA 1n.=H %-w ht,0ayuenu • a an,evaOs:�Z• r• p;p,+tttxe�s<,gA. , ;e1! VO OeMevep ai W s:atWNIA - tw 0 t►td4fi . 11011u0 ISIMSDISOR viola 1016101 DO moi 16010H x012 81dae1o11A mmol br'bWZ 100} nasaa,*x'a bee} baeb ora ee tpcp (�1 Ar aM vl Ra Ot em WIG'" W cmu *14.3w y+r+aa8 131 "s buta t• +3w to tetn:a c; be'aot Item (ei to0' e,aupot" to wa baeb ora pt. loop (e) 00LAW-.A0 =' 0 aldaT ansa8 IcInU 01dawollA mal btabang S• pr1nag0 9vmdA 110 It: dtge0 Mow iltw cldewollA `o► t .et 'as os 'er 100A 'ot �admult J3379 114M OOt H9M 00 H9M OC OT reitct8lo 'U bniw tnlw bniW H9lJ 1t i ►t It •►t •►t '►r owl A eno "Ot 9 M'►r VIPIli trot St St 'sr I•>t owT A Ina E.a E d a.8 al (Vitt)w E a sr 'st I ►r @WT 100} nasaa,*x'a bee} baeb ora ee tpcp (�1 Ar aM vl Ra Ot em WIG'" W cmu *14.3w y+r+aa8 131 "s buta t• +3w to tetn:a c; be'aot Item (ei to0' e,aupot" to wa baeb ora pt. loop (e) 00LAW-.A0 =' 0 aldaT ansa8 IcInU 01dawollA mal btabang S• pr1nag0 9vmdA 110 It: dtge0 CAN 03TA099ua `o► 'os .et 'as os 'er 100A 'ot er rr A0013 - Inor 1 • ateraeca � t�dtt eel t eptRtpe leve+!a ox12e•S 2• 3 o1daT IdgleH 81018 eldswcUA mi MW 01"i* Sea oe.a 'totes, 'E9t0a p►,tCt�217 }r.mp: i r„ Y R Mwo A ib;'! A N a a t rs� teb-, st.a rine Y+ r sa+ ,�e su.ca Sact chit r*Ia Mt ,pee n�� aeesb '•v !t. !A: R 9e_+eva l: yal, �w.a•.,n {,¢•r Y'e ••Ts, �('o# Ci ro ��,.n.aa n is : s- y+ �q: 'qui a,s!^.t V:11 to Cao 66x'1 e.^5 n ,c:, Iw r: rftIc+ m, flat -eta (W) mto3no9108moo n0itamletni 1e6hut bns:nailaluslea aitileno qU-Aocd ,sulithidet etolgmn 1al MAI a,el lrarri I u r8dt tE` 4r c' 31V Aa "ntentRA (aW :++ops'? nw02 Oh7r ;ai "mAn"TO ": M.110A H.9.A1C1N1W HAW OOt O0 '�., O3 OT nenAMY MINE i J9?T8 'a.a 115 I a.e 'U (rim)`11t t ien0 Qt 1t i ►t ►f (a Am) w A 1e ►t ►r ►r ►r, Srlatt •i(e C 01pT E.a E d a.8 al (Vitt)w E Sr St j St 'St' (Or1!Eta)"mca it It j— r ►r '1t isrltttl"Me T •a.8 a 8 a.8 a.a 81Ett %c t en0 'ot I St sr '1r (Ohatal`►IEE d ►0 Sr >,r I ar I if (Snarl r"At T bwT A.M •aa a.a .'a -a naTe -AEC Ms'or or sr er anata)-��ta eo,dT Or ►r E u /r (Shan)•cT Sea oe.a 'totes, 'E9t0a p►,tCt�217 }r.mp: i r„ Y R Mwo A ib;'! A N a a t rs� teb-, st.a rine Y+ r sa+ ,�e su.ca Sact chit r*Ia Mt ,pee n�� aeesb '•v !t. !A: R 9e_+eva l: yal, �w.a•.,n {,¢•r Y'e ••Ts, �('o# Ci ro ��,.n.aa n is : s- y+ �q: 'qui a,s!^.t V:11 to Cao 66x'1 e.^5 n ,c:, Iw r: rftIc+ m, flat -eta (W) mto3no9108moo n0itamletni 1e6hut bns:nailaluslea aitileno qU-Aocd ,sulithidet etolgmn 1al MAI a,el lrarri I u r8dt tE` 4r c' 31V Aa "ntentRA (aW :++ops'? nw02 Oh7r ;ai "mAn"TO ": M.110A XEROX TELECOPIER 295 : 7-10-90; 8:51 AM; —" 0T -10—g0 On;24AM FROM C, T. S.—ConForm, Inc, ra 6IM -A nes619 sedlon 3 of 4 - CCITT 03 522968111 ; # 4 PO4 12' Below Natural Oreds 1 •` , r•. • ,•, ... r r D standard Confarm Well Requlnmentt Table K Koichi M Will ( In teat) TO •90 MPH O "2 Venial stat Requiredequired 6"11 required tog MPH loil Steel 4' 1' • 4" #4 0 air Reinforcing Sar ® 2D" 0 2' • 0" a4 0 20 OV104 0 2tra' 8" 2' • 6" 44 0 20' „ *. 10' 3' • 4" #4 0 1r 4" Thick Concrete Slab Impamuhle 8' 4' - it #4 0 10" I .�'" 0 10" Can4rftf Flll 1n 4' • r BaeWFlll 6' y" 1 J S Mil Vapor k 51 Gy to' o/a ConForm We I Reber et Tap "ConWrm" .y. e e4 Horizontal R#Infor$Ing M Permeabt# .! 6F10 64r at 20"0,0, gsck.flll Cooporm Unit— -, ov #410 20" WsinprsoBnp K H Vfdlasl Relntorciny 8 Rotaatlon :i can (Bea schedule below) As Required 015 i 04sa12' Drainage ' 12' Below Natural Oreds 1 •` , r•. • ,•, ... r r D standard Confarm Well Requlnmentt Table K Koichi M Will ( In teat) TO •90 MPH O "2 Venial stat Requiredequired 6"11 required tog MPH loil Steel 4' 1' • 4" #4 0 air Reinforcing Sar ® 2D" 0 2' • 0" a4 0 20 OV104 0 2tra' 8" 2' • 6" 44 0 20' „ 0 10' 10' 3' • 4" #4 0 1r 4" Thick Concrete Slab 4f 10"12' 8' 4' - it #4 0 10" I .�'" 0 10" 14' 4' • r #6 40 10" 6' y" 1 #0 0 10" For well architectural listening designs call COnParm 41 (714) 833"3581 "Conform" VWF 37918 A 6"11 required 04 Horltantal Bar #4 Or 05 Vertical 1r at 20" a, c, Reinforcing Sar Two 18" (sse Table 11.) 8 4e 6 20" plc 118 "• 3110" Capoiyroot Lep 211" 8" Fortified fiber (Mesh) g" „ Refnteteed Stucco 9'- 3" 1'• 0" Finished I at other 1 4" Thick Concrete Slab „ 8' 6 a b lotto W,W, Mesh all Mtn. I .�'" 1'Sand #4 or 05 vertical 8' ' 9'• 8" Reinforced Bar (Sea Table E.1 A D• ` 1 .t_ r Crushed Drav4l S Mil Vapor k 51 Gy to' o/a Barrier Reber et Tap and Bottom .y. 444 4 C I Blab -Edge Requirements Table BE I Stories A 6"11 required C One 1r 8" 12" Two 18" 6' 8 4e 6 20" plc Three 24" 8" 7" rear conrorm uvea as slog•idgs Insulation and in conjunction wan stud walls, Call Conform at (714) 633.3681 e4 C L. T.hm i I H B C 0 E X Bari 8' 1'•10" B" 6" 6' 8 4e 6 20" plc 4' 2'-6" 8" 7" g" „ s' 9'- 3" 1'• 0" t'• 0" 1'• D" „ 8' s'•10" 1`- 0" 1'• 3" 1°• 8" 0 43 10, 0/e 8' ' 9'• 8" t'- 0" 2'• 0" 3'• 0" k 51 Gy to' o/a Dealin It based upon tb following crlterle :146 PCF AEtive son Pressure 0) 1000 P8F Sall Searing Copioity b) Faction = 0.4 (pp w 40D) d! 120 PCF Bou Weight Nob; 11 User of this table shall consult whh a local Son engideer Or Building Department official to verily A San olives. 2) For design$ of wens Involving any design criteria devistione from the above. see ConForm Stendord Retaining Wall Daelgn, For other retaining wen gppneelions, swimming pools• lac cable and water retention call 040FOrn M (714) 0334881 Esierlar Flntshea stories Irl' Anchor Bolt 50" o.c. Centered C (Min.I full Height CenFarm WelltAbove '2 64 ger Tap and Bottom A (Mm.1.3 s (Min.) arm 12" r 12" 24" B" Two Courses of 15" T" 19" 3F 1g1Dan I VWF 575190 rnree 18"'4 8" "ConFerm" lit" M• �•• • ., gam..._ Residenasl Siem Wall FOhnd411od Rfquirfinenis Table SW stories Wood Frame Walls Above " C (Min.I full Height CenFarm WelltAbove '2 A IMin, 3 B (Min,) A (Mm.1.3 s (Min.) arm 12" r 12" 24" B" Two 15" T" 19" 35" 7" rnree 18"'4 8" 24" lit" M• 1 r Off" 6aG11u11 duura. It{ •2.399 CenFarm deelOn manual. 3 Width shall he adjusted based On wall loading and allowabfa soil bearing prettutes per UBC Seotien 2906 and Table 290, it looting width Is increased engineer It to determine heaesaity of additional retniorcement. I Use throe courses of Conform minimum with ane e111a 04 bar Centered oerifeally. For alner foundation and grade beam designs can Conform at 1714)933.3861 ®CT6•Conhrnt Inc. . 1640 South ClaUdlna Way, Anaheim, CA 92805 (714) 533-3681 U. S. Patein No.'s 4.664,352 4,M.gag P, s rrreaessa E GO TT 100 :MA r 0 : e :Oe -0• r —S aes 51319003J3T ,X0R3X i; -D- .2 t �� 1' 's ti $Ids=tulnl M -11:Y ' ' mts'leb3•_ K'!teRittl 1 ta b�• YR•ast8 •aS � t►M -ro'O H � 7t gaSolttttstt4f bercp►A fA ._ ggcnrt,a a 3 •sr L"—: tr is to & Mp--l-Don LM ' M ItH q�03 Ileal mwtna3 + M gnytarWtA 1»•tesltatl M .1 YautolaleR h71MY (trent olub.Au toe) eno —111474 lite x ! ! 0 e N 1 ►to •os av( s •o -•r •o •'r 'c•r •tit 'L ro •ar ® 16 w '1101 •t.•• 'a 1 •ar••t a ��•Yr it •o•'t •a•t + •o 'r •a•a a Ihuv bficiam2t gar atba bstta N 4tAG +Riotax: Oahgta N3 i31 acaf 1► LlttfitR hell wdAl 171 t► I� 1ag4W P,04 IN "t Ib (C7► . 41) ►.a a rdtthl Id let7Rtb Or", ogfa JeWua v tm"tt3 La lite, a alto t0.tnco apti tWA) W4 tt ntU it uoN -owty 11" 14 ohet et .&Vogl let Dint 11122amb aMAtt nglt►b rna oum4fM trio % enpttb 101 (S aq'tta PbW gr,:ntINA bnbrs:t m111W eta f loll all .►k,1a YrsbAOtt .fetCtg:p7t CIO ;a)r:rfm MID U1' rait•tta t/fS) b +7ri++c3 Cao nl�tadtt Mttr Mt , k , r-- ea�tlall,a,et13 (:atttnu 2.45 •a8 Hari tasbM' I f ( Taeaa bag 487 Ito ►t + i himm q to toll+ as owi ::t anatal IWY to a" Mt la ^nnolao7 �' •` 3 P4114a3 vow'II chain fm -matt t gdtT Ont ts"!vP A 1leW mla4ne7 Mehw' s tH)a !ta<tttY fI i 1t11?Ie/ ale +a ►t tat! gn,ol*itrl (,3 deal led) (, "a4 tial + tall f tt>'+oa a1)its'► 'I'M W,W 0 r4 t a WWI tv"t psktob,et,C3tll1rt new 154 ratt•tta (M) It MvItiva3 till at<Tt 1WV •nttiaa3• –"• ria Itdt:oshatf ►t .t a'" 1: t WrooC93Int ht ffnm) Ien oe,titttl 0230tt""1111811 1 1114110 to 1 ba!tlsii , ! 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Moi It Ig7httYi%»►t A--"�'* ttlas2telMOR to1eV tiff a +final eOelte13 t �,. f •Y ; ,.3 g1aT tfL) I » dr 1t tH►A ►t WaeM%T ffitn:tdaptAaOilgbnf0lutW,nit,ahtttueq 1 r � manta on atta9ea7 M2+11M IIu1 S' MdA ttl¢W (n,dl3 amnl oaew t• tvoM tllcW unmL (.uM) 0 Cl•nitit)A I elm) { t'I RIMY A 'd •►S •St 1 Sr tnQ Y `at 1t , n •at vat a -►r 6+011 na!hft eat P I Iccrem Vag T121n07 *83 S' 1 hot ►Iafftatlt bite aeietat lift na %said atltvlbg t/ IILat IDNW t' 1 beamm n 11101W pit Not 6 US uaaT tent 02S a0dal 3{U 1e1 "V11414 g1haeb leanstttetmn loaatti4(m to f)Mvctn enicttttab bl r tgtnigag Wut,hw bgterns) +s! ►a am fes tbtw namiN,a mloin731a n:+_w7 stt•'t I ►' 31 vast ttngnet+dp/R 2961-41,e8 f o betltpm It'll A 11611718 It a �r i gen tt a -►r ado ` If f I 1 •►S 44IAT tngI&O III" ab no blit rallIbnual "Ifo tai batt fd,a nathautaora, ani »ttlltirl egt+g•dgtz et beta a,talna7 t7i •a:; as ;tr!I is M1040:3 No � r:'^ tdta pt!) tf mlolat3 ;lea S3CAS,$ t'AM ►L^" 1 t .L ce+.►es,e r 9dE fi ' (W? MSE 9 niopltAA Y --,w a.t 0 6%42 Pat SRI ctAW-913a XEROX 'TELECOP I ER 295 7-10-90; 8:51 "`AM r5 , r�,GC I TT G3 4 —�� ,11.x=10-90 24AK FROM C. -T. S,—Co nForr 1"n c, A Geneml Inginecang SeciHon Wof 4 • I I RDOf FramiRg Rafters Perpendictilar ' 2 2 1 Neils, wllh Be , cloth 6 Netter I Secure to Top Plate m Top Pieia at e^ Q.Q. With 8d Neils at fi" a e Plywood 4 , 5 a 114" Angla al PIyWpOd Bd at ? o.c a' o c Balt to Ratter Bd Nelle e16' o.c with IIT Bolts 21 Blocking Between Batten with Rim Reber I Joist Bd Nails a18" o.c t0 Bid Nails al 6" o c Nailer Above Top Plale i{ � f Ranenrdoiste // a �. Treated Plate Over Concrete , Approved Rafter 1 Treated lop Plate Anehars of 41" o [ �. 112 Bah of 20" o c. { Caking Joist, %. I I at Rafter Tie �y : 1/T' Ban et 2T o.c n letterer Ball at Top Plate) ';• t Ji � I Plywood 1 • • 1 OB" a C. 1 .r 112 BOIL it I Approved Jolel— Floor Joists Approved joistAnctior at 4r a.0, Anchol,l40" 0.c --� 314" Bou &1 40" o.c Floor Joists S a lodger t — Fully Grouted Conform Unlls ConFarm Units l .1 Fully Grouted _ ConForM Unite Conform Well Unita I 522968111 ; # 5 P05 Basement W1 11 Joists PA ra lipt Uoseillprot Will( Joists Perpendicular Studs on Plate Plywood Balld Blocking Solid clocking Plywood Studs an Plate Between Joists Between Joists F.-.,.1Apforbved -17r7 JoistYs 10 Top PlateITreated) _—. ^— 2 a to Top Plate Anchors Apprpwtl AnchorsITreated) 48" 6.6. at 46" o.c. 514" Anchor Belt, 2 - 314" Anchor BOIL, BesemenlWall a "1 ReinlerceMenl ReQuirements Tatile t Fully Grouted Fully Grouted i Conform Units Well Height I Vertical Steel Requirement T 44 a To -- o"44 44® 1V 9' e5 2 19" _ 9aS4d upon egVlyelenl fluid prt$$Vro a15BI /sq 11• whiCh requires well drained spit at base al wail. ,•� Conform Units �OCTS•ConFerm Inc. 1640 South Claudine way. Anaheim, CA 92805 {714) 533.3681 U. S. Patent Noss 4.8114;582 4.894.866 a jk : r r r eaesse f ED MOO =r ba ,til" 4utlf t S i .p • g is ttt19 OoT of 1 is 61cd 11 t e t 6 boeYrpl 4 o'a t1 ►8eit U1 , +entfl of 1199 t o R6' plil l,i i enoeTr911r e,tr neneN n•ewsel � l of = e 'a is 11110 b8 ewq qoT tvelAil11a0 ! I efVq 44? b•tee,T r d :8 ;Oe—Or-7 aes S13 19o03J3T XOSr3X ' • . � fnuct omb•9 i c T , %+-+ leroSle11oBTJ voaoAA QIYa,OGA It too MWA) sr.eN a 9:oie . s ting OOT ` nsV4 OOT at nrue2 e-1 to 040 ba 4A t0 /r•ba \ b00ry19 stfo3 ,tIlmA %t • S MAe,c96,A "►it • S i • 6 o 16 is nee ' new toe-i•tte t � \ rnw:,Doll —. Joinb6va,egA i I.J l MttC6.HenaP t 6 e'a6 to •load i � o •a► a no/ 1d t �!f!4� 40Y0544A uQb•J ■ t 7 Slot ie PW "%'kf lsfla+U rnul dind m,elno9 �- t — t•.inu c13401 efeM no tb. L ---� ee6vtiv Qm43DU b•t4E , , Cti4l n••,rl•e tit•L :MA r d :8 ;Oe—Or-7 aes S13 19o03J3T XOSr3X c voaoAA QIYa,OGA tuMmA ba.0,04A sr.eN a 9:oie . s nsV4 OOT at nrue2 e-1 to 040 ba 4A t0 /r•ba \ b00ry19 stfo3 ,tIlmA %t • S MAe,c96,A "►it • S i • ' new toe-i•tte '"� be1u010 Yliva ,!10 nem b•f:ni •fl,6�e� I.J l MttC6.HenaP t } t �!f!4� 40Y0544A 7 Slot ie PW "%'kf ; p'el is 1,09664 ' .--- ' h•1� ismhsv+ , l9QiaN naK' . i :^w f eeo+YYf9 • " � . i 1• NDe'S t , '-- I 66"tL '•',' IslolOtlrtagOA I h' �J i o'E1f1,1fi9A f t116U nAeine9 bn-a50 eilul , t1muflew m,eln47 Volatile tilts t 81615La►awfee peesnti 116A ne:haft i i i Coll Of 01 z S f n�,mv A pt t4C to nvet:,4 t ail ii•isnup• rvqu beese ,Isr to mo is ncr emnib hew t•,iip6, i tat 1Ee 6 a to tn•,%A .E u *W-Ue !Alt) r'.pa$I; A3. m1antn4 (0 gnibutJJ 9tu02 0121 art nwlc4J•1M-" 939 tea.! t (colanTl voaoAA QIYa,OGA tuMmA ba.0,04A stfo3 ,tIlmA %t • S MAe,c96,A "►it • S i • ' new toe-i•tte '"� be1u010 Yliva r •mst •tn•m•rpptR tnsnn ,ctnllN } .--- ' h•1� ismhsv+ , l9QiaN naK' , lefine,ICD•ti F _ 1 I ror a as a Demo ,n.! '4f �D et Qt :hr.0 m„Onej f n�,mv A pt t4C to nvet:,4 t ail ii•isnup• rvqu beese ,Isr to mo is ncr emnib hew t•,iip6, i tat 1Ee 6 a to tn•,%A .E u *W-Ue !Alt) r'.pa$I; A3. m1antn4 (0 gnibutJJ 9tu02 0121 art nwlc4J•1M-" 939 tea.! C x, 0) Made of polystyrene, this lightweight form for concrete construction interlocks to create a cost saving permanent formwork. ithty J/ lit •, r i:ii(:;It;15'.I�'�' II ��'�.,�- i► rte'{'�`'' •'' - '•�;;�l:i.��.6t. •'Nrp�,ti''(?�/', �' .Thr a I , '41rt�lii IV ... ,vr' t '• n�i.r, � _,.� Mil" 'r r } 1 � , t � rv' ••I � � i . h� or, to It ' ,�:. �.'+•7( li i{ } yet �' � - 1 -. � . �„ ,� mss':� �:;,; ,i ' •. 1, I it &f ;;,� Jr i �'',t, G 1,3' I • �}�.' I ''%' ''' � fill is ili;.,.`! ''� ��';..•.:. �.�,.: i�; , _ FIL ? (.';RIC 13c '" �:�;`• `' _ kesidt:nlial RuilJings ';t'i�i"p+> -',.•j�.�':- ,`•. •�� � �. �: ��',. M;";�k:�:'9 I.Vl110li•!i l'II Iku1URIgS f v. �� a P,' •� ra ° Vii, 44 llaMZ pt 7 ir`'�,� ! I ,�i� y\L'i� a,f': ��§ ti r. �, :{rproun0anpn� XEROX TELECOPIER 295 : 7-10-90: 8:53 AM,"" � r 10-90 00:24AM-FROM C, T, S, —ConForm, Inc, 5' Engineering Standards ConForm formwork is non-structural. The structural Integrity of 11.a ConForm assembly ,:comes from the concrete .wlthin which meets the „'design standards requir- ed by the major building, "Codes and conforms to all relevant general engin- eering practices. The strength of a ConForm assembly permits it to be used in almost any Civil Or Structural application replace concrete block, poured -in- place or;tiif-up concrete. Concrete. when placed inside a ConForm wall, cures under almost ideal Conditions. providing a much -increased compressive strength than with conventionally formed concrete. Insulation and Thermal Value ConForm insulation qualities will not deteriorate with age.The closed cell configuration and the moisture resistance of EPS gives ConForm superb insulating qualities, The principle of permanent insulated formwork Containing a high heat - Capacity material such as concrete creates the optimum thermal con• struction method.The structure itself is the thermal mass and the form- work is the insulation, eliminating the Costly application of additional insulating Material. The resultis an ideal eorobination of materials that Significantly reduces energy Con- sumption in moderate and extreme climates. The high insulation qualities of ConForm limit terripera- ture swings of the concrete within. Thus the potential for cracking is minimized, CCITT G3 4 522968111-; # 7 P07 Acoustic Value The STC ratings of Concrete and gypsum -board, along with the ideal separation that EPS creates between the two materials provides sound Insulation qualities, both airborne and impact, that meet the separation standards of the major building codes and FHA without the application of other acoustic material, Lightweight Because each ConForm unit weighs Only 1.5 lbs., pallets can easily be lifted ;i:( manually from delivery L trucks, moved around and Placed anywhere on a building site. The need for fork -lifts is usually eliminated, In approximate comparison to a 301b, COnFOrm pallet, the equivalent area of concrete block weighs 5001b. Building Codes ConForm products are designed to meet or exceed the minimum ma- terial requirements of the three maior building Codes in the United States. Local building codes Should be consulted prior to using ConForm products, ,� E • a i d ' • w B1. , a 4r 4. i_A in W MC -EES (biL) gme6 yo ,wiayeuy AW eu.ppnelo 'S 0V9 L .oul Uuo:iuoo _ ,5,1,3 - Q G O O O T ._ C E G a - O = b „, V •. N Q H Y ' O O ¢ m m e V O O v b P 3 - m Q� E� Fg 'o Z .n n _� a �, O O D ._ 2 2 3 # 333 W333 1.333 �33 333 •- _ a, a -- .>. _� o_ .,u � � ., E y zi Tp 41. = m r 2 �' N Z.n ."_ o :� -. L A. L .o b r, O m d w _ � � m � ^ N N m � ti O y m ri, a`" m N [f [N.1 ,p - �� m z � � - v �_ � � �- - l O u .o G ✓, - �_51 •cm', '� - m an' cn ; c _ m o e _ m t ` o E ..m � _ O ® Q Q - Tn •- N U 1 m K, V w•O V _A .L Y .- �- 4 VJ Vl Vi V7 Vf [�j UJ VI V) O C - u % .fie � emo m %y - _ w - O C M � `� a - w w - m _. O - {� C O O �- v � � � � � o - U - ti E R C .O C r Ot U c p m a C C C o o t C m N~ a - c D - -o' W m $ to _ ,u « ZiE o a v ca E 22, i u - `m' in u '•" u Y r e E O u .0 m 06 » Y c E c E- _ .". c '-�d uu. -' ca i m a` v `. o E E Se a e o e- i K e a '�`' " •- a E cei = w i+e Lam-- - of '^ G m_ LL o w.m_ _ - u '6 v S' S m m •r."". u n' S - '_'Q E' a oc�i v1 Demi epa e'` S c oc nF�•vu 'wc d 4 z3 z3 0 v ¢i1`--" .- - K i �-"� w� - = a oc p n MC -EES (biL) gme6 yo ,wiayeuy AW eu.ppnelo 'S 0V9 L .oul Uuo:iuoo _ ,5,1,3 XEk0X TELECOPIER 295 ; 7-10-90;•8:55 AM lig-� 0 0 ;2LA FL;O C. T. S.-CrnFt4rnt, iClt:, Product Applications Unlike other more conventional methods of wall construction ConForm products can be used to cost-effectively create almost any type of wall, whether civil, structural, or decorative. A few examples of ConForm applications are as follows: Landscape Walls High-rise and Low-rise Residential and Commercial Buildings Stem -wall Foundations Retalning Walls Hill -side Stepped Foundations Demising Walls Swimming and Lap Pools Fire Rated Wells Sound Walls and Fences Plar and Grode-beam Foundatlons Basement Walls •.r CCITT 63 4 522968111 ; # 9 P1)9 �.. flogs!, , + prpp K ' C tT 'i7r fie., ,ta.,ad/cYFt••.!sa^ t ! a Each patented ConForm correctly in place all others align r STANDARD or VARIABLEMIDTH perfeCtly, automatically creating R unit is an integral part of an entire straight and plumb wails along with wall or foundation building system„ T he is perfect right -angles. The ConForm v"'all assembled by interlocking writ assembly becomes a structure forms one on top of the otner in a once concrete and steel are placed r+vnniq bond. Forms are held Within it. ConForm can be built to a Y together by a unique series of working height of nine feet To modularly interloc;cing teeth which avoid cold -joints, and at the same 4 secure the integrity of The ConFormtime ensure the integrity of the e wall system, Corners and ir,tersecT• farmv+ork, it is recommended that ing rags create art added strength as 4:'alis of at least five feet in height be the system is designed to interlock at poured with the specified concrete "£ 90 degrees as we,; as longitudinally. :n two consecutive lifts: allowing the Special end -caps are installed at first to Cure for at least an hour. �. corners to preve-t cercree spillage Most ConForm wails. therefore, can and maintain, the continuity of the be pouted continuously and without 1#j EPS. Any variety of ConForm widths delay. Walls are thus poured Wili interlock with each other, monolithically around steel piaCed creating a permanent and systematic according to engineers specif ca• torrrnvvork. Once the first courses are tions. Plates may then oe wet -set. is Eu fie ount I 'OF LAND - NATURAL W.EAL'TH AND BEAUT`( BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 June 30, 1992 Commerce Security Bank RE: 12700 Centerville Rd. 1140 Mangrove Ave., Suite F A.P. #011-310-007 Chico, CA 95926 Attn: Mike Pearsall, Loan Officer With reference ,to ,the• above subject and your letter dated June 24, 1992, -this, . office has no record.—of the house- -pad 'elevation . and cannot ,determine if the improvements are above the 100 year flood elevation. A registered civil engineer must establish the 100 'year flood elevation, and determine the pad elevation. Should you have.any questions regarding this `subject, please call this office at (916)538-7541. Yours very truly, -. JFG:hla J.F. Glander Manager, Building Inspection, File No I PERMIT NO. PERMIT EXPIRES OWNER Stanley J. Smart CONTR. owner ' ASSESSOR PARCEL 51-36-7 E/S Humbug Rd., app.3 mi.past LOCATION Covered Bridge, Chico Temp.' Powe Called Temp. Elec. y Called Temp. Gas i Cal led I JOB FINAL Signatu V=OK + 0 = Not OK — = Not Applicable MOBILEHOMES' Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'s 1, Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements—Setbacks—Easements _ 2. Soils; Special MH Support—Sketch 2, Footings; Size—Depth—Spacing-Connectors 3. Sewer; Location—Test—Fall-C/O—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4, Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks—Easements Card -BI Date Card -.BI Date Card -BI Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements—Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining. 4. Electricity; MH Test—Crossovers—Breakers—Clearances 5. Drain; MH Test—Fall—Flex Connector 4, Elec.; Receptacles and Lighting; Distances—GFI 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/O to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged B. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date i I J = OK O =Not OK - = Not Applicable RESIDENTIAL (Single and Duplex)� Not Ready Date UNDE OOR Plans OK except N's Date FRAMING (Continued) ' o g requirements -Setbacks -Easements ine Firewall & Openings g., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 4aDoors-One 3' -Check Garage -3rd story, 2 exits 3. -9+@ -„Garage; Soils -Steel- / /” Ftg. Depth eadroom-Rise-Run- Land ing-Fire Protection rches & Decks; Soils -Steel- / /" Ftg. Depth tj,­111 ood on Roof Overhang -Attic Vents -Rafter Outriggers L,Bfemwalls, Main; Steel-Blockouts-Wrapped-Slab iding-Nailing-Veneer G--6Eewiwe++s, Garage; Steel-Blockouts-Wrapped-Slab -Drip Screed-Fdn. Vents-Underflr. Access replace Ft .-Steel lazing Area -Glass Protection -Skylights -Plastic 8--Tr*-V--F-aII-Fittings-Test-2 *--Ga way C/O -Sewer Test 44pe;-6ize-Anchors 55.--6heerW3tfs; Nailing -Bolts 1Tl--T7XM1Pipe•; Test -Anchors -Regulator -Service Test ieTUnderground 12-"PterlamsADucts; Clearance -Material -Support -Ins. 42-9irders-Sills-Anchor Bolts -Joists -Vents -Cripples Card -BI Dat Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL ans) OK except N's Card -BI Date Card -BI Date Date PLUMBING Permit) OK except N's 5 xt. Steps -Door & Sidelight Protection -Landings r _ 14. Water Ht. Vent -Access -Combustion Air -Clearance-Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe Test & Anchors -Nail Protection 16. D.W.V.; Te -Fttngs & Anchors -Nail Protection 5° a"t � ng 17. Shower Pan; Xest, First Floor -Tub Access Fixtures & Tub Access 18. Test Tub & S wer, 2nd Floor -Tub Access 61---Fl,c.Tt+r Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors ail e9rF4w4il"c.a o SW ve; Clearances -Hearth at Wood Panel; Int. & Ext. 6&---+F++-fi�ct. ' ppliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date Card -BI Date Card -BI Date & Receptacles at Kit. Counter Date ELECTRICA Permit OK except q's'+n ,6Z_.G ra��'-@ Door; Swing -Landing -Closer Garage -Damper 20. Fixture & Aansformer Clearance -Ins. Protection49hrt-lTents-Clearance-Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Recep Iles Spacing -Lights &Switches at Doors ec. & Mech. Equip. Listed for Location 22. Size Boxes &o. of Conductors-Stapledeptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Install Close to Edge of Studs & C.J. 24. Equip. Ground kade up w/Mech. Fasteners -Bond Gas & Water 72,--tMfflait6n-Foam-Looked in Attic ❑ Yes s & Deck Construction -Post Caps 25. 2 Appliance Cir uits in Kitchen &Conductor Size 26. Subfeed Wire Sizk ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al dn. Vents &Crawl Hole - ainage &Wood -Earth Clearance LoqJc� under Floor 27. Range Circ. / k ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No }>li/ ollowing instld.: Drive 471 Yes ❑ , Walks ❑ Yes Q]-blF Planters El Yes CJ14o 28. Service -Riser Con uctors & Ground -Main Disconnect ZS__Slucca gre„rn-Finish 29. Equip. Clearances; anels-Motors-Mech. Equip. 7,&. }t; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Ligh Shower Light ape Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ` 79. Wet-r-WnTI 6isconnect, Electrical, Plumbing lec. Trim; G.F.I. Receptacle -Underground Card B-1 Date Card -BI Date 81,,45ptilation throughout House Card B-1 Date Card -BI Date ection Date MECHANICAL Permit) OK except #'s 8 rrections from Previous Inspections 84—Las-TA-91—Meters Tagged; Gas -Electric 31. A.C. Ducts, Insulation & Support 85:--YPmrt rSewer Connected -C/O to Grade -HD Approval - 32. Vent Fan; E haust above Insulation 86,---&werg}-Cbmpliance Certificate -Other Certificates _ 33. Condensate Arain & Overflow; Size & Grade 34. Furnace -Vent Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access Platform if Furnace in Attic 46, Card- B Da( rd -BI Date Card -BI _ Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRA G(Plans) OK except q's mments at Final: f S' s; Proper Material & Anchors r 3 Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 196-43eering-Walls over Girders & Floor Nailing L38.-5ratrSMp in Walls (rat proof) ; Furred Ceilings -St irs-Chases-Tub _44. d & Beam -Size & Bearing ger?-Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. or Type A Flue -Fireplace Throat -46 _, Size & Romex Protection -Draft Stop -Ins. Baffles .dfi_._adLm_WirMows or Exiting Doors -Sill Hgt. & Dimensions ire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE - [DEPARTMENT OF PUBLIC WORK PERMIT,NO 7 County Center Drive - Oroville, Californ495965 - Telephone 916/53 541 /5�--g } APPLICATION AND PERMIT ASSESS R PARC L NUMBER I� tel! ZONING BUILDING PERMIT Dw TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER SMI D E 0I s CONTRACTORQP^AME TELEPHONE CON ACTOR'S MAILI G ADDRESS Fireplace CONSTRUCTION LENDER UN WN Total Valuation Filing Fee $ 1000 LENDER'S MAILING ADDRESS Permit Fee $ p ARCHITECT OR E E LICENSE NO. Plan Checking Fee $ , Penalty $ ARCHITECT OR NGINEER'S MAILING ADDRESS Permit fee $ _ Bu G ADD ss p!1( PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other S CIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other Describe work: /J �J {//] J/A1 �,jL, c (, -/ I ,l%Y [X1�Y�+I'� 5 / ABV // Permit Fee $ Contractor ELECTRICAL PERMIT FilingFee 10.00 Main service 100 AMP 00V OR ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2;50 NEW CONSDWELING OR ADDNST ( ACCLBLDGS.CCUP y) 22 sq it CONTRACTORS LICENSE LAW I declare under pe of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No: Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR I-Ou LET NON-RESID BRANCH CIRC TS 2.50 ea NEw CONSTR. /POWER APPARATUS S1 NON-RESID, (SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES_ a �� ITLEXED APPLNS. OR Ex. Occup. (ou TL ETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare u penalty of perjury (check one): Q The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Ins uJ;;- �� I shall not employ any `person>rrn�a`ny manner so as to become subject to the W. C. laws of California., Notice to Applicant: If after making this statement; should you become subject to the W. C. provisions of the Labor Gode,,you mug'j forthwith comply with such provisions or this permit shall be deemed)revoked. Vr1, MECHANICAL PERMIT FilingFee 10.00 Heating Cooling Hood 3.00 Venti lation Permit Fee S Contractor " °'X 1 1 certify that I have read flhissapplication and state that,;the above information is correct. I agree to comply ;t'o(all County Ordinances and State Laws relating to building construction, and 'h'erebyfauthorize representatives of the County of Butte to enter upon the above-mentiohed�property for inspection purposes. I also agree to save, indemnify and keep. Harmless the County of Butte against 4g:14% liabilities, judgments, costs, and expenses?which may in any way accrue iragainst sai Counnty� in conseque ce of the granting of this permit. Ix � �� Date i? 9 gnature of Applic6 r - Owner (�/ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 storiesinheight. Mobile Home Installation Fee $ TOTAL PERMIT FEE OCCUP. CROUP I TYPE OF CONST, 1PARCEL[P HD ssuE This permit is hereby issued under sions of the Butte County Code and/or wor l dicated a ove for which IR trFOR OF PUBLIC B /`✓ PERMIT EXPIRES Date 10 the applicable provi- resolutions to do fees have been paid. WORKS Date /� `� v - 1� Receipt No. _�O O Z� -IN WHITE-D.P.W., YELLOW -ASSESSOR, PI SPECTOR, GOLDENROD -APPLICANT ��` ilk ��C COUNTY OF BUTTE _ DEPARTMENT OF PUBLIC WORKS PE MIT NO. 7 County Center Drive - Oroville, Calitotr1495965 - Telephone 916/534 1 � .r APPLICATION AND PERMIT ASSESSOR PARC NU B R , --.>( — o-7 f Z G y � Z_J�(%G BUILDING PE IT /VtiL OW. R 37?qd � \/ - S/� %�% �'S TELEPHONE Z7G - ,x'66"' SO FT. OCC. BUILDING VALU TION l -.0a OWNER'S MAILING ADDRESS eep-T Cq �(sy) CONTRACTOR'S NAME AD TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDE UNKNOWN Fireplace Total Valuation $ �Q LENDER'S MAILING ADDRESS Permit Fee $ 2 7r.oc) ARCHITECT OR ENG. Plan Checking Fee $ i 0.0 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ a B s G A.DD/P&/��S?; �-f�i5 PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE Other I7�vE SF [IDuplex❑ Mobilehome❑ J SPECIFY Building sewer Building Lawn sprinkler system 2.00 TYPE OF WORK Newer Addition❑ Remodel❑ Utilities [I Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. OR ADDNS. ( DWEACCLBLDGS.OCC UP,&� 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BuSlnesS and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW NON•RESID R BRANCH CIRCUITS 2.50 ea NEW CONSTR. POWER APPARATUS &\ NON -R ESI D, SINGLE OUTLET CIR. / Ex. OCcup(OUTLETS OR FIXTURES BAL@1 AL0¢ FIXED APP LNS, OR Ex. Occup.(OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or.this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 3.00 Heating Cooling Hood 2.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agr to save, indemnify and keep harmless the County of Butte against all liabil' 'es, ju ments, costs, and expenses which may in any way accrue agains id C un in copse nce of the granting of this permit. �D ® Date- o� Signature of ant — Owner g p Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stori sin height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ occuP. GROUP � OV—/ TYP DF C NST. V—� PARCEL PD N 55ve This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF UBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. p WORKS Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT � � - t�� �� �� h� COUNTY OF BUTTE p— DEPARTMENT OF PUBLIC WORKS 7 County Center Drive `-20roville, California 95965 Telephone: 534-45tr1 APPLICATION AND PERMIT r autnonze representatives of the county of tsutte to enter upon the above -menti, 0' 6d property for-,inspection.purposes. Date Sign atu e ofPerm ti ee or Agent Receipt No. �` J White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. D11RECTOR OF PUBLIC WORKS BY��•` r�,�. Date Building permit expires Date a BUILDING Owner ),qNy i� �m�1�-- SQ. FT. OCC. BUILDING VALUATION Mailing Address Tele�ho No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee J Building Address L-` l(10v � F`/� /k)�C Plan Checking Fee &/or Penalty 1. Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Cr #10 Repair drainage or vent piping 1.50 A. P. No. - j� G - U'ii 2 k..ing 8, Planning Water piping 1.50 Each gas water heater or vent 1.50 Fees' W�IC. Sanitation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg:-P-I-ans-Reo=d+ Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW La ADDITION ❑ UTILITIES ❑ OTHER LSI Permit Fee $ $ T�L,A Q fJtZ UJUu- ELECTRICAL NO -1 @ I FEE PERMIT FILING FEE $3.00 �� ()O Man service 60ov OR LESS Main 100 AMP OR LSS 5.00 �U E �--,/ Single Family ❑ Duplex ❑ Mobil Home ❑ Others L!J Main service EA. ADD•L 100 AMP 2.50.'f() Main service OVERov 100 AeoMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING OCCUP. 4 2CS ft OR A DNS. ACC. BLDGS, q CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Cpde under the name style of: NEW CONSTR. (MULTI -OUTLET NEW BRANCH CIRCUITS 2.50ea ..NON NEW CONSTR. POWER APPARATUS E NON-RESID. SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES) B @ 1 FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EA) 2.00 Temporary service UAA.z,' PoLk- 10.00 U. IJU Mobile Home Facilities 15.00 License No. Classification Mise. Wiring 6.25 5I'am exempt from the Contractors License Laws of the State of California. Permit Fee $ 5L, $ �U MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ©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, Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $,j autnonze representatives of the county of tsutte to enter upon the above -menti, 0' 6d property for-,inspection.purposes. Date Sign atu e ofPerm ti ee or Agent Receipt No. �` J White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. D11RECTOR OF PUBLIC WORKS BY��•` r�,�. Date Building permit expires Date a COUNTY OF BUTTE DEPCTMENT OF PUBLIC WORKS x i.. 7 County Center Drive 7— Vroville, California 95965 nTelephone:. 4-4541 3 q--,) �APPLICATION AND PERMIT�� / authorize re sentatives of the County of Butte to enter upon the above-ment' d property f inspecti purposes. ° Date Signat e I e or -Agent f� Receipt No. /%_m ` �U White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above which fees have been paid. REOUIR OF P BLIC WORKS Date Building permit expires Date BUILDING Owner ��/7/vl.7o S/1l SO. FT. OCC. BUILDING VALUATION Mailing Addressl) 11 G11AW—T ST. (�(�(j MIN ,• ,^^A ^ 14 Tele'T)6W -f(D Contractor (, )A) ff S� Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address, S� U� Plan Checking Fee&/or Penalty Permit Fee 3 1 . P , T CQOSQ 0066- PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 OWj`�� /�� 10 Repair drainage or vent piping 1.50 A. P. o. / �(� Q� � a oning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fvss �'' �// O C. 4awisativrr Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EOA Parking Plans Parcel I Declaration I Parcel Map 60' R/W I Improvements Each additional outlet .30 Building sewer 5.00 `mq Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER Rr Permit Fee $ $ TCS Q Ge PoLe f02 wou, ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100 AMP 2.50 Q W as— Main service OVER 03P O 25.00 100 AMP OR LESS Main service EA. ADD•L 100 AMP 1.00 NEW CONST. ( DWELING OR ADDNS. ACCLBLDGS.CCUP. 4) 22 sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: y NEW CONST R. BRANCH CIR T NEW CO ID BRANCH CIRCUITS) 2.50ea NEW CON ST R. (POWER APPARATUS 6) NON•RESID. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTIIRES) g L @109 Ex. Occu FIXED APPLNS. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 0V)?A PO[$ 10.00 10. v Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ 015Q $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. KA I certify that in the performance of the work for which this WX.permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby I Land Development Fee is TOTAL PERMIT FEE $ authorize re sentatives of the County of Butte to enter upon the above-ment' d property f inspecti purposes. ° Date Signat e I e or -Agent f� Receipt No. /%_m ` �U White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above which fees have been paid. REOUIR OF P BLIC WORKS Date Building permit expires Date 1. Ceiling Insulation .4 Number of stories Number of stories Number of stories Two. R -value One Two Three R-0 -103 -49 32 " R-19 -8 -4 -2 R-30 -2 .- -1 -1 R-38 0 0 0 U -value 8 6 4 0.50 -176 34 -54 0.30 -102 -49 32 0.10 -26 -13 -8. US -18 9 -6 Us -11 -5 ' 4 O.C4 -4 -2 -1 0-C2 4 2 1 0.00 11 5 3 2. Wall Insulation .4 Number of stories Number of stories Single- Single - Two. Three Family Family Multi - R -value Detached Attached Family i R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.50 -120 -58 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.0.1 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation - - Insulation in Floor Controlled Ventilation Crawtspace' .4 Number of stories Number of stories R -value One Two. Three R-0 -17 -8 -5 R-11 3 -2 -1 R-19 0 0 0 R-30 3 1. i U -value 4. Slab Edge Insulation -26 -14 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 _U -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawtspace' .4 3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 5 R-5 4 -4 3 R-11 -2 -2 -2 -10 4 -2 •2 4. Slab Edge Insulation -26 -14 - Number of Stories 35 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 .4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Inriltkration (Air 1-.eakage) Spet3scation Points Standard- 01. - 6. Glass Heat Loss Total g4 -48 -69 U -value Percent 16 -1'2 .51 to Al to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 . -12 -3 5 12 28 -5.5 -18 -10 -2 5 ' 13 27 -52 -17 -9 -2 6 13 26 49 ` -15 .-a -1 7 14 25 -46 -14 -7 0 1 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 4 1' 6 11 16 18 -26 3 2 ' 7 .12 16 17 -23 -1 _ 3 8 12 17 16: -20 0 4 9 13 17 15 -17 .1 6 10 14 17 14 -14 3 - 7 10 '14 18 13 =12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 . 14 17 19 .9 •- -1 10. 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) 9 5 SE or HSPF Effective Percent Glass SE (assumes duets In attle) -15 (percent Plass x SC) . 11 Effective -25 or -24 to -14 in -4 to +6 to 16 or SE HSPF less -15 %Glass North East South West Skylight 18 5 1 4 1 3 2 na 16 4 2 S 1 3 na 14 4 2 5 1 17 15 na 12 3 3 5 2 11 na 11 3 3 5 2 Effective -25 or -24 to -1410 .4to na 10 2 3 5 2 '-56 -47 1 9 2 3 5 2 -18 2 8 2 3 5 .2 -10 -9 2 7.._ ...1 3- . 4 2 0 2 6 1 3 4 2 0.70 6.42 3 5 1 2 4 2 19 3 4 0 2 3 1 13 3 3 0 1 2 1 1.7 3 2 0 0 1 0 10 9 3 1 -1 -1 -1 . -1 2 2 0 -1 .2 -4 -2 6.1 0 na = not allowed '66 1.5 1.7 2 2.2 83. Shading (Shade Closed) 26 28 3 3.2 Efrectfve Pei c t Glass 3.8 4.1 4.3 (Percent titan x SC) 4.7 4.9 Effec*m %Gists North East South We61 Sky6pht 18 g4 -48 -69 -64 na 16 -1'2 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 3 -29 -40 37 na 11 7 -26 36 -33 na 10 -6 -23 31 -29 -74 9 3 -20 -27-. -25 35 8 -15 -17 -23 -21: -56 7 -4 -14 -19 -18 17 6 -3 -11 -15 -14 ;-, 38 5 -.2 .9 -11 -10 -30 4 -1 -6 3 -7- .23 3 0 -4 -5 1 -16 2 1 - -1 -2 .1 .9 1 1 1 1 1 -4 0 2 3 4 3 0 9 11 12 12 6.0 5 8 -10 9. Interior Thermal Mass -25 or -24 to -14 to -4 to Interior Slab Floor : Raised Floor Mass Stories +5 Stories more ICFA One Two Three. One Two Three 0.0 -8 -5 -4 -2 .1 .1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 .1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 .1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 .3 0 2 3 4 5 1.5 -3 1 2 - 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1. 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 • 9 10 10 4.5' 3 7 8 10 11'. 11- 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 -10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 .13 14 7.5 6 10 11 13 14. 14 8.0 7 10 11 13 14 14 •8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass 9 Exterior 5 - Siri ie-. 22 15 16 Wan Family Family : Lfulti Mass Detached . Attached ::'Family. 0.00 0 - 0 0 18 0.20 3 2 1 29 24 0.40 54 - 3 Zonal Control Adjustment 0.60 - : 8 _•<.,. ._ .: 6 -4 :. ='0.80 x;.10 •..:,..;r.:' 8 .a . 5 ...:: 1.00 13 ....10 10 .... ......7 _;.:, 1.20 13.....:. 0 g or -1.40: 12 .12.. :..13 - 9 4 1.60 10 ;.. _,. 13 , 1 5 1.80 10 12 12 WSB 200 10 11 13 j 11. Heating System POU 9 5 SE or HSPF 2 SE (assumes duets In attle) -15 .23 Sum of 1.6 11 .9 -25 or -24 to -14 in -4 to +6 to 16 or SE HSPF less -15 -5 +5 ' +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3" 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5. 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20' .: 18 15 13 11 8 2 .-Effective SE or HSPF 1 (SE or HSPF x duct eMciency) POU Effective -25 or -24 to -1410 .4to +6 b 16 or SE HSPF less -15 -5 +5 +15 more 0.30. 275 -73 bt '-56 -47 38 -30 na - 3.41 -45 -39 -34 - .29 -24 -18 0.40 3.67 -34 . 30 -26 - -22 .-18 -14 :9.50 4.58 -10 -9 -8 -7. -5 • -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 1 9 7 0.80 7.33 25 22 19 :;13 10 0.90 8.25 32 28 24 20 17 13 ' 1.00 9.17 37' 32 28 24 -19 15 Zonal Control Adjustment 1.7 System Type 2.1 23 25 2.7 Resistance 10 9 .7 6 4 3 Other 6. 5 4 3 2 2 12. Cooling Syst,!m SEER (assumes ducts In attic) S1,m of 7-10 No Cooling System Installed Stories One -5 -4 -4 3 .2 -2 Two + 3 3 2 2 2 1 Single-Fam9y Detached and Attached -25 or -24 to -14 to -4 to +6 to 16 or SEER less -15 3 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -1 -6 -5 -4 3 8.9 -5 1 -4 -3 -2 -- -2 9.0 -4 -2 -3 .2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 S 7 6 4 3 120 15 13 11 •9 7 5 .13.0 20 17 14 12 9 6 1 1 ERedive SEER 0 52 HWR (SEER xduct eMciency) -9 -7 -6 Stun of 7-10 WSB -25 Effective -25 or -24m -1410 -4b +6 in 16 or SEER less -1- -5 +5 +15 more 5.0 30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 - -4 3 -2 -2 7.0 0 - 0 0 0 0 8.0 9 f 6 5. 4 3 9.0 16 to 121 9 7 - 5 10.0 22 15 16 13 10 7 11.0 26 23 19 15 12 8 120 30 25 22 18 14.. 9 13.0 33 29 24 20• 15 10 Credit Zonal Control Adjustment b to b or 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 3 .2 -2 Two + 3 3 2 2 2 1 Single-Fam9y Detached and Attached . r»e r fuss lt. t•V7wC•..'21 Ic�a.e a_el 0% toy. 20% 30% 40% 50% 55% 60% 65% 70% 75% 80% 857. 90% 95% 1007. 105% 110% 115% 120% 125% Interior MasslCFA I 'r7r[.t PASS (UINe ► 4.2. ie: exposed Slab) 0% 5% 105/6 15% 20% 2S% 30% 35% 40% 45Y. 50% 55% 60% 6Sx 70% 75% 80% 85% 90% 9S% 100% 105% 110% 115% 120-.125' 0 0.2 0.4 Unit Size (so 0.8 Water 1.3 1199 1200 1700 2200 2700 Heater Credit cr b in to or Type Type 18;s 1699 2199 2699 more SG None 0 0 0 0 0 or Solar .2 8 6 5 4 HP HWR r 5. 4 3 3 4.6 WSB 5 3 3 2 2 0.6 POU E._ _. 5 -- 4 3 _ 3 SE None '37 .24 -18 -15 -12 3.7 Solar -• 1 1 0 0 52 HWR -.8 .12 -9 -7 -6 1.4 WSB -25 -16 -12 -10' -8 28 POU -18 - -12 -9 -7 -6 IG None -5 -3 -2 -2 -2 53 Solar 7 5 4 3 2 1.9 POU 5 2 1 1 1 IE None -28 -19 -14 -11 -9 4.9 Solar e 5 4 3 3 1.1 POU -1) 3 -5 1 _3 25 Multi-FamOy 3 (Individual units) 3.8 3.8 4 42 Unit Size (so .4.6 Water 5.1 6n3 700 1200 1700 2200 Heater Credit cr b to b or Type Type Ims 1199 1699 2199 more SG None 9 0 0 0 0 or Solar 4 7 5 4 3 HP HWR , 1 5 3 2 2 3.1 WSB ) 4 3 2 2 4.6 POU 9 5 3 2 2 SE None -15 .23 -15 11 .9 22 Solar 2 1 1 0 0 36 HWR -23 -12 -8 -6 -5 5.1 WSB _25 -13 -8 -6 -5 1.2 _ E'QU -n -12 _-8 -6 -5 tG None 3 -4 .3 .2 ( -2 4.1 Solar u 3 2 1 1 56 POU 1 -0 0 0 -0 IE None .0 -15 -10 -8 3 3.2 Solar 18 9 6 -4 "' 4 4.6 POU d -4 -3 -2 -2 . r»e r fuss lt. t•V7wC•..'21 Ic�a.e a_el 0% toy. 20% 30% 40% 50% 55% 60% 65% 70% 75% 80% 857. 90% 95% 1007. 105% 110% 115% 120% 125% Interior MasslCFA I 'r7r[.t PASS (UINe ► 4.2. ie: exposed Slab) 0% 5% 105/6 15% 20% 2S% 30% 35% 40% 45Y. 50% 55% 60% 6Sx 70% 75% 80% 85% 90% 9S% 100% 105% 110% 115% 120-.125' 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 21 29 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 112 0.4 0.6 0.e 1 1.2 1.4 1.6 1.9 21 23 25 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.i 4.6 4.8 5 5.2 54 0.3 0.6 0.6 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 35 3.7 3.9 4.1 4.3 4.5 4.8 5 . 52 5.4 56 0.5 0.7 0.9 1:1 1.4 1.6 1.8 2 22 24 26 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 53 0.7 0.9 1.1 1.3 1.5 •1.7 1.9 22 24 26 28 3 12 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 . 5.3 55 5.7 5.9 0.9 1.1 1.3 15 1.7 1.9 21 23 25 27 3 31 3.4 3.8 3.8 4 42 4.4 .4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 12 3.5 3.7 3.9 4.1 41 /.5 4.7 4.9 5.1 5.3 5.6 5.8 6 62 1 12 1.4 1.7 1.9 21 23 25 - 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 1.1 1.3 1.5 1.7 1.9 22 24 2.6 2.8 3 3.2 3.4 36 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 64 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 13 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 56 58 6 62 64 1.3 15 1.7 1.9 21 23 25 27 3 3.2 3.4 3-6 3.6 . 4 41 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 63 6.5 1.4 1.6 1.8 2 22 24 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5-1 54 5.6 5.8 6 6 2 6 / 67 1.4 1.7 1.9 2.1 23 25 2.7 29 3.1 3.3 33 3.8 4 4.2 4.4 4.6. 4.8 5 52 54 56 5.9 6.1 63 64 '66 1.5 1.7 2 2.2 24 26 28 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5-9 5.2 64 66 68 1.6 1.8 2 2.2 25 27 2.9 3.1 33 15 3-7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 S8 6 62 6.4 6.7 69 1.7 1.9 21 2.3 25 28 3 32 3.4 3.5 18 4 42 4.4 4.6 4.9 5.1 5-3 55 5.7 5.9 61 6.3 6.5 6.7 7 1.8 2 22 2.4 26 28 3 33 35 3.7 3.9 4.1 4.3. 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 1 1.9 21 2.3 25' 27 29 3.1 13 3.8 3.8 4 4.2 _ 4.4 4:6 4.8 5 S2 S-4 5-7 5.9 . 6.1 6.3 6.5 6.7 69 7.1 2 2.2 14 2.6 28 3 3.2 3.4 3.6 3.8 4.1 1-3 4.5 4.7 4.9 5.1 S.3 5.5 5.7 5.9 6.2 6.4 6.6 6.6 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.5 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 . 6.9 7.1 73 21 2.3 25 28 3 3.2 14 3.6 3.8 4 4.2 .4.4 4.6 4.9 5.1 U 55 5.7 5.9 61 6.3 63 67 7 Point system Summary: Climate Zone 11 SCORE CARD Measures Point Scores 1. Ceiling Insulation or --ts R -value (38] U -value [0.030] 2. Wall Insulation or R -value ( I11 U -value [0.098] - _ _. ..... 3. Raised Floor Insulation "' or R-value(191 U -value [0.037] 4. Slab Edge Insulation or R -value [0] F2 factor [0.77]' 5. Infiltration Standard p 6. Glass Heat Loss`��-- Type [double] U -value [0.65] ?: Total Glaze (16] Sum 1-6 7. Shading (Shade Open) - % Glass. Sc Eff. Oro Glass a. North X b. East � c: South 4. 2 x d. West_ x e. Skylight x - p 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North 3.1 x 205 � r� b. East x •/ c. south , 2 x -5 d. West 3 I x T--�-- e. Skylight x = 9. Interior Thermal Mass Z TYPE 1 MASS AREA = two . .J._ InteriorN�ss/CFA COND_ FLOOR AREA 1 1 =_ 10. Exterior Wall Mass �- TYPE •2 MASS AREA __ 2 I 4 exterior. Wall Mass ND. FLOOR AREA 0 11. Heating System S, x -A _ = •�p Zonal Control? ( Y / N) SE n HSPF Dun Effrdeary (0.78] Effective SE or [aptli 4 ' Y HSPF [0-5615.15] 12. Cooling System FX T, . mw- U - �ot�'I Zonal Control? (Y / N) - SEER [9-5] Dun EfGf,cimry (0.74] Ftfec iveFtf SEER, [7.03] 13. Water Heating Type G] Credit [nonel _ _ Point Total. �` r I Certificate of Compliance: Residential - ' Climate.Zone it M4ndatory Measures Checklist: Residential MF-1R t PP ti-1 C 1Z._ 12_e t o Project Title NOTE. Low nse residential buildings subject m the Sordards mus Corwin tlsese"mesarrn ic�ardless of the iasct f .� ^ 1 1 / VL� (vl / �/r'1 C� % � p �70 � g 0 13? B fldmg� it M approach used. Items marked witD 3n asteiist (•)mar De supasedra br mac permit t c m ants the a Gored on Ne Cutificue of Canpliance What this clrrtlis is incorporated into the permit documents the tomo acted shat ( 7/�U /5 be cauidered by all panics w binding minimum component performance specficztiw for the mandatory measurer Project Address j () Cheeped By / ata whether they arc shorn elsewhere in the documents or on this checklist only. Documentation Author TelephoneEtforoQrtatt Agrnry Use Only DFSCIUMON DESIGNIM ENFORCEMENT Building Envelope Measures BUILDING DATA Glass Area % Glass • §2-5352(x): Minimum ceiling insulation R•19 weighted avenge. -Conditioned `J 14 Number Stories • L North 1_ r EastT, �d §2.5352(bt Loose fin insulation manufacturer•§ labeled R-Value. • 42-5352(cr Minimum ..all insulation in framed walls R=11 weighted avenge (docs rim apply to Floor Area of Slab/Raised Floor :� Number of Units — South �7 1 4— f � � -535exter2( rtuSt wand). §2-5352(kk SVD edge insulation -watts absorption raft no grata than 034+. vara vapor Family Detached (SFD) [ ] Addition Alone West D I trutsnrission rate no gsottr than 2.0 pcsrJinch. _1,�ingle [ l Single Family Attached (SFA) [ ] Erdsting Building Skylight §2.5311: Insulation specified or installed meets California Energy commission (CEC) quality standards. Indicate type and form. [ ] Multi-Family (MF)` [ l Existing-Plus-Addition To� e7 $z•535urk vapor barrios mandatory in Climatc zones 14 and 16 only. : 2-S17 inrduaLkwEafiltration Controls §2-5317: BUILD1NGSHELL1NSULATIOIY, >:: -. j a. Doors and windows between condiuorse d and unconditioned spaces designed to remit air r. leakage. b. Doan and windows certified. • Component Insulanon . Location/Cm=ents l _ Doors and windows weathetsaippcd; 311 joints and penraauons caulked and =JCA Type R-Value - (Attie: to gauge. typical, arc.) §2-5352(c): Special infiltration barrier installed to comply with 42-5351 meets CEC quality -_ standards .. � : - . .. . wall.............. 15 -'TYP. Gil D tzfi---�. w �1_A2'_,_......- - dk -Installation of laces wall.............. _::. 1. r Masonry Tt fining.. closeabk� or � door a ,neral - Roof. r. �, i� �l Gni . b. with damper ltd mn °o1 ; - . . • -_ - �_ a Flue eoinboi ._ damper and Roof ........».» : r• 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Mestsu a Floor ............... _ _. _::.. -.. - . .. . r 42.5352(and 2-5303• Space conditioning egtopneru sising:,tncb okadations. Slab Edge...... -- - - i 2- 52(b)and 2-5315: Sc,bac thermostat on all applicable g system -... _ • §2-5316(x) autr Ducts imutatedpv' 1st 1976UMC. GLAZING Shading Devices -:.:..... - _ :.. -. .. _ ' ° •.. ,:....: : 42 5316(bk Exhaust systems have dam tz ---.- — -' --. •- . -- _ � Glazing Area Glass Type :' = Interior Exterior . , . ' ' `-•:" .' Framin Overhang g Type . - ' j 42-5314(c)+ Gas-fired spa¢ Dearing err has intermittent ignition devices. i : i §z•5314: EtvAC equipment:.�,ttr hr"^ , showatneads lad faucets terrified by the CEC Orientation (Sf) (single. double) (lolls blind. etc.) (Shadewretm etc.) (ya9/m) .::- ' (metaltwood) t : 42.5352(): Water hnetta insulation DLvilcrr (R-12 or getter) or combined mtrrior/e�eterior ' l5 FSC._ A 55urt e insulationcR.16 : .:.. or �uY. fust S feet of pipes dosest to tank in=lattd (R-3 «greater). North' 4�) §2.5312(Eteeption q: Pipe insulation on stow and stem condensate return de recirculating NotZh (.) ... �1C�h l t-t +Fi✓ = pig' .. East (� �� 17 �,cY►3� .t • - ..: _ d ming P :: ,::� .: •. z-s Swimming col Heating .. ;. :.. =;� _ t:.:-�..-1<+:;..:� 4 L sly dim :,:.. _. East .- South -�. a Orloff swi¢h on heath - ,rte - b. Weatherproof truct,Dm plain oa heater. a Plumbed to allow for solar... 1. South \ J - 2. 75 percent thermal efficiency. 3. Pool cover. West ) a. Time clock 5. x wWest-. - _...._ Skylight..-... Lighting ail Appliance Measures --- as resSkyl.ght..-... .... §2-53520: Lighting25umena(watt or great:er for g:n� lighting in kitchens and bathrooms. ;. THERMAL MASS 5314(c)r Gas fired appliances equipped with intemtinentignition devices. " Type/Covering' Area Thickness 12.5314(a)c Refrigerators. refrigerator-freccs, frccers and fluorescent lamp ballasts certified. (slab/exposed, tile. etc.) (sf) Cinches) Location/Description (kitchem bath, etc.) by the CFC. Indite matt and morel ameba. . G�IJSn L ' 3s. �j } COMPLIANCE STATEMENT .. : This certificate of comgFiance lists the building feaw es and performance sp=ncations needed to comply with TStle 24. Chapter 2-53 and Title ?A. Cbapter 2. Subchapter 4. Article 1 of the California Administrative code- This _._ certificate has beat signed by the individual with overall taiga tuponsibil'ity and the building owner. who shall HVAC SYSTEMS Minitilum Duct retain a copy of it. and transmit the certificate to airy subsequent punhaser of the building. - Type (furnace, air .Efficiency . Location Duct Output . ' Manufacturer / Model # ::..:..._:...: ,...:.:..:<: . Designer conditioner, hest pump) (SE. SEER.HSPF) (attic. etc.) R-Value (Btuh) (or approved equal)- Building Owner g 4EU I; W ALS 7512 FM 5,1 U I� 024-® ._ . N.ttt� N,r„c : . in4r Tclepihonc Maximum Furnace Heating Output: - -Btuh . ►: : HOT WATER SYSTEMS---. - Tank .. ..- Manufacturer/Model System Type (storage gas. etc.) Capacity (or approved equal) Special Feature(s) - (sittiatute> (dam):.. (signanae) : 7,(date) : ��a . .' - - • (� , �' r Documentation Author Enforcement Agency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) { Nor" N.mc TifirlF-tt:n _ AC—r Add:zs>r . Tck0w= T'n A 6 SIZE: GROUND MOUNTED 15.07KW PV ARRAY TILT: 21 DEGREE PITCH AZIMUTH: 180 DEGREES LOCATION: 39°45'45.69"N D 121040'32.19"W ELEVATION: 470 FEET --- TREES TO BE REMOVED BY CLIENT TRENCH RUNS TO TENNIS COURT WALL CONDUIT THEN RUNS DOWN WALL TO TRENCH ON SIDE OF TENNIS COURT, DOWN TO SUBPANEL ON ' TENNIS COURT SOUTH WALL. SPG SOLAR 20 Leveroni Court Navato, CA 94949 CA LIc. #759086 (415) 382-2179 0� --15.07KW GROUND MOUNTED PV ARRAY (90) KC 20OGT PV MODULES Zz (3) FRONIUS IG5100 INVERTER (90) (177.2CEC) (94.5%) = 15,070.86W AC C7 29'-6; —471-5" F A- ,�� ofd _ PL - i/ -- \ - S��l7'C K RESIDENCE r- PROPERTY LINES i ,`�C/ ! = 1 _.,'I. 1 I PL 20 <. CEJ 0 i' i - \ ` PLANNING DMSION - BUILDING PLAP use: j2_ Date: 3 13 0 -' Parking •— Landsp rn INVERTERS AND EQUIPMENT MOUNTED TENNIS COURT WALL PROPERTY OF SPO SOLAR, WD• coNF1DENnx. Tws DRAwWo Arm ANY DArq DEREW ARE G &IS OTTER S S R pfMTA y AMWED XERELI ARE GONSD7EREp AS T+ROPTUETARY AND 111E Ei� PERh• OF 6PO 601AR WG PND SMALLSU9NEq REPRODVCEO, COPIE0.USED. W WIIOIE OR W PARI. FOR ANYwtrnout TME EXPRE99 WRITTENA IXILYAUTMORD£D RPPRESENTATYELAR SIC. ALL RIDI/T8 RESERVE0. INTERCONNECTION PIONT AT SUBPANEL AS A'(NON COINCIDENTAL LOAD) DOWNGRADE MAIN BREAKER OR LINESIDE TAP. Other. Signature: �— PG&E'SERVICE' D C M9® By signing below, Customer hereby acknowledges approval and acceptance of the PV system as designed herein by SPG Solar, Inc. A Dated: DATE Descw, er cNn APP'o SHAWNRIPPNER HOME 12700 CENTERI LE ROAD CHICO, CA 95928 fNAYp BY: �OIERtBNDi Jt fMl9: JASON DUENSING JASON DUENSING 534979.6060 SPG SOLAR P e: 61Tfi 6 TIFCdtp: .... -. CCNSIRIM.IpI Nlv. Customer Signature SITE / PLOT PLAN d P � ----------------------- 4 S� x I --- TREES TO BE REMOVED BY CLIENT TRENCH RUNS TO TENNIS COURT WALL CONDUIT THEN RUNS DOWN WALL TO TRENCH ON SIDE OF TENNIS COURT, DOWN TO SUBPANEL ON ' TENNIS COURT SOUTH WALL. SPG SOLAR 20 Leveroni Court Navato, CA 94949 CA LIc. #759086 (415) 382-2179 0� --15.07KW GROUND MOUNTED PV ARRAY (90) KC 20OGT PV MODULES Zz (3) FRONIUS IG5100 INVERTER (90) (177.2CEC) (94.5%) = 15,070.86W AC C7 29'-6; —471-5" F A- ,�� ofd _ PL - i/ -- \ - S��l7'C K RESIDENCE r- PROPERTY LINES i ,`�C/ ! = 1 _.,'I. 1 I PL 20 <. CEJ 0 i' i - \ ` PLANNING DMSION - BUILDING PLAP use: j2_ Date: 3 13 0 -' Parking •— Landsp rn INVERTERS AND EQUIPMENT MOUNTED TENNIS COURT WALL PROPERTY OF SPO SOLAR, WD• coNF1DENnx. Tws DRAwWo Arm ANY DArq DEREW ARE G &IS OTTER S S R pfMTA y AMWED XERELI ARE GONSD7EREp AS T+ROPTUETARY AND 111E Ei� PERh• OF 6PO 601AR WG PND SMALLSU9NEq REPRODVCEO, COPIE0.USED. W WIIOIE OR W PARI. FOR ANYwtrnout TME EXPRE99 WRITTENA IXILYAUTMORD£D RPPRESENTATYELAR SIC. ALL RIDI/T8 RESERVE0. INTERCONNECTION PIONT AT SUBPANEL AS A'(NON COINCIDENTAL LOAD) DOWNGRADE MAIN BREAKER OR LINESIDE TAP. Other. Signature: �— PG&E'SERVICE' D C M9® By signing below, Customer hereby acknowledges approval and acceptance of the PV system as designed herein by SPG Solar, Inc. A Dated: DATE Descw, er cNn APP'o SHAWNRIPPNER HOME 12700 CENTERI LE ROAD CHICO, CA 95928 fNAYp BY: �OIERtBNDi Jt fMl9: JASON DUENSING JASON DUENSING 534979.6060 SPG SOLAR P e: 61Tfi 6 TIFCdtp: .... -. CCNSIRIM.IpI Nlv. Customer Signature SITE / PLOT PLAN 4 D C i7■ 6 1 4 2 1 KYOCERA KC20OGT MODULE PER MODULE: MAXIMUM POWER: 20OW �B=Qn MAX POWER VOLTAGE: 26.3 V 28,2„ OPEN CIRCUIT VOLTAGE: 32.9V 8� MAX POWER CURRENT: 7.61A SHORT CIRCUIT CURRENT: 8.21A 8:Q„ 3,a. 48" T-6" T -6D - 2.631Ds/ eq foot -`TRENCH RUNS TO TENNIS COURT WALL CONDUIT THEN RUNS DOWN WALL TO TRENCH ON SIDE OF TENNIS COURT, DOWN TO SUBPANEL ON A TENNIS COURT SOUTH WALL. 0 0 0 0 0 0 0 i 15.07KW GROUND MOUNTED PV ARRAY (90) KC 20OGT PV MODULES { .(3) FRONIUS IG5100 INVERTER (90) (177.2CEC) (94.5%) = 15,070.86W AC } - - - CONDUIT STRAPED TO TENNIS COURT WALL TENNIS COURT WALL ' FENCE TRENCH RUN NEXT TO FENCE IN GRAVEL BED 18" MIN COVER/FILL --� { SPG SOLAR PROPERTY OF SPO SOLAR. REVISIONS ...f CONFIDENnAL 7M ORAWM0 AND ANY DATA REV DATE DESCRIPIpN jK CICD APP'0 20 Leveroni Court HEREIN OTHER AM� 3 Navato, CA 94949 EXCLUSIVE PROPERTY OF SPO SOLAR MG AND SHALL NOT BE PUBLISHED. REPRODUCED. CARED, DISCLOSED. OR USED. M WHOLE OR M PART. FOR ANY CA Lic. #759086 PURPOSE WITHOUT 711E EIGRESS YIRRTEN (415) 382-2179 ION OF A DULY µRflff HoD REPRESENTATIVE OF SPG SOLAR M. ALL PoG4T9 RESERVER 5 4 FENCE C�-- 0 0 0 D 0 0 0 C INVERTERS AND EQUIPMENT MOUNTED TENNIS COURT WALL ----: i .,TENNIS COURT WALL`. i INTERCONNECTION PIONT AT SUBPANEL AS A ( NON COINCIDENTAL LOAD) DOWNGRADE MAIN BREAKER OR LINESIDE TAP. SHAWN RIPPNER HOME 12700 CENTERVILLE ROAD CHICO, CA 95928 ARRAY LAYOUT )N DUENSING JASON DUENSING 530.979-6060 «� NTS SOLAR R IECOIO: !~� 12J7.07 BUILDING DEPARTMENT SUBMITTAL A-2 B A ' Certificate of Compliances Residential - Climate Zone 11 Mandatory Measures Checklist: Residential MF -1R NOTE Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance Project Tltie approach used. Ivens marked with an asterisk (•) may be superseded by more stringent tomplianoe requirements listed BuildingPermit N on the Certifrratc 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 Project Address whether they we shown elsewhere in the documents or on this checklist only. C heated By / Date Documentation Author Telephone Fnforeanent Agency Use Only ,3 DESCRfP170N DESIGNER ENFORCEMENT Building Envelope Measures Glass Area % Glass • §2-5352(a): Minimum ceiling insulation R-19 weighted average. BUILDING DATA North 62.53520r Loose fill insulation manufacturer's labeled R -value. Conditioned Floor Area Number of Stories East ) • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). Slab/rWsed Floor Number of .Units South 62-5352(k): stab edge insulation - water absorption rate no greater than 03%. water vapor [ ] Single Family Detached (SED) (] Addition Alone West Skylight transmission rate no greater than 2.0 perm/inch. 62-5311: Insulation specified or installed meets California Entergy Commission (CEC) quality [ ] Single Family Attached (SFA) [ ] Existing Building standard:. Indicate type and form. [ ] Multi -Family (NM [ ] Existing -Plus -Addition Total §2.5352((): vapor barriers mandatory in.Climate Zones 14 and 16 only. §2.5317: Infiltr ition/Exfiltrauon Controls - a. Doors and windows between conditioned and unconditioned spaces designed to limit au BUILDING SHELL INSULAT 16N- leakage, ,, / . Component Insulation LoCafion/Comrnents b. Doors and windows certified. a Doors and windows weatherstripped: all joints and penetrations caulked and seakd Tyke_ R -Value (at11eto garage, cetc.) 42-5352(e): special infiltration barrier installed to comply with 12-5351 enacts CEC quality :was Wall .............. t " 62-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have Wall a. Tight fitting, closeable metal or glass door ...... Roof ............. damper and with dampcontrol Flue dam and control c b. Outside damir per and ............. ' 2. tiro continuous burning gas pilots allowed. RoofROOF -- ............. t HVAC and Plumbing System Measures Floor + 62-5352(g) and 2.5303: Space conditioning equipment sizing: attach calculations. ............. f, §2-5352(h) and 2-5315: Setback thorn ostat on all applicable heating systems. Slab Ed a ..... g t • 12-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 l7MC. G LA Z1q G Shading Devices §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. Glazing Area Glass Type Interior Exterior Overhang Framing Type 62-5314: HVAC equipment. water heaters. showerheads and faucets testified by the CEC. Orientation (Sf) (single. double) (holler blind. etc.) (shkiescreen. etc.) (yes/no) (metauwooa) §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). Nomh( ) §2-:5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating North East ( ) + piping. §2-5319(d): Swimming Pool Heating !. System has. East ( ) - e. Weeat herproof instruction on plate on heater. South e. Plumbed to allow for solar. South ( ) coverethcrmalefficiency. _. i 75percent West ( ) 4. Time clock. 5. Directional water inlet. West ( ) Lighting and Appliance Aleatures Skylight ....... l ' 12-5352(1): Lighting - 25 lumens watt or greater for general lighting in kitchens and bathrooms. THERMAL MASS §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. Type/Covering Area Thickness §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified (slab/ex22sed, tile, etc.) (sf) (inches) Locadon/Desctiption (kitchen, bath, etc.) by the CEC. Indicate make and model number. ' COMPLIANCE STATEMENT This certificate of oompliance lists dr, building features and performance specifications needed to comply with l Title 24. Chapter 2-53 and Title 20. Chapter 2. Subchapter 4. Article 1 of the California Administrative code. This Certificate has been signed by the individual with overall design rMponsibility and the building owner. who shall HVAC SYSTEMS Minimum Duct main a copy of it and am mit the certificate to any subsequent purchaser of the building: Type (fumace, air Efficiency Location Duct Output Manufacturer/ Model # conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Designer Building Owner Name Name TU JFUM. TitkJP'um- Address: Address: Telephone: Telephone: Maximum Furnace Heating Output: Btuh uie a= HOT'WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) (at (date) (signatum) (date) Documentation Author Enforcement Agency SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Name Name TitldFirm: Ate+tT= • Address: Telephorne: 1. Ceiling Insulation S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total Number of stories Number of stories R -value One Two Three R-0 -103 -49 -02 R-19 -8 -4 .2 R-30 -2 -1 -1 R-38 0 0 0 U -value U -value -10 4 0.50 -176 -84 -54 0.30 -102 -49 -02 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 .1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 0.04 -1 0 Single- Single - 4 2 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -2 -2 .2 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 .36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 0 0.70 Insulation In Floor 2 S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total 5 Number of stories na R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 .1 R-19 0 0 0 R-30 3 1 1 i U -value -10 4 40 -.-.0.60. A44 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 .6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace 7 14 Number of stories -46 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 23 -2 -2 .2 iR-11 R-19 -1 .2 .2 4. Slab Edge Insulation -9 - --" 3 Number of stories 15 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 1 6 11 0.90 -4 -3 -1 0.80 -1- .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total 5 1 4 1 na 16 U -value 2 5 1 Percent 14 4 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90. -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2' 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 1 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 j 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6. 9 12 15 . 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 -2 -2 Two+ 3 3 2 2 2 7. Shading (Shade Open) --&ecd-ve Percent Glass (percent glass x SC) Effective %Glass North East South -West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na• 12 3 3 5 2 na 11 3 3 5 2 : na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 .1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -30 4 16. Shading (Shade Closed) -6 -8 -7 Effective Percent Glass 3 0 -4 (Percent fitaaa x SC) -4 Effective Glees Nord) E&M South West Skylight 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not allowed 4 6 8 8 9. Interior Thermal Mass Interior Single- Family Detached 0 3 5 8 10 13 13 12 10 10 10 Slab Floor Raised Floor 11. Heating System Mass SEER Stories SE or HSPF Stories (assume; ducts /CFA One Two Three One 'Two `Three 0.0 -8 -5. 4 -2-1 SE HSPF -1 0.1 -8 -5 -3 -1 .- 0 - 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1. 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wall Mass 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 ! 1.60 1.80 2.00 Single- Family Detached 0 3 5 8 10 13 13 12 10 10 10 Single - Family Attached 0 2 4 6 8 10 12 13 13 12 11 Muffi Family 0 1 3 4 5 7 8 9 11...... 12 13 11. Heating System SEER SE or HSPF (assume; ducts (assumes ducts In attic) U -value [0.098] Sum of 1.6 Or -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 . -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 0 0 Effective SE or HSPF 0 (SE or HSPF x duct efficiency) 10.0 Effective -25 or -24 to -14 to :4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20' 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment -25 -21 System Type -13 -9 6.0 -12 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 I 12. Cooling Syst,!M or R -value 1381 SEER or (assume; ducts In attic) U -value [0.098] Stm of 7-10 Or R -value [ 191 -25 or -24 to 04 to .410 +6 to 16 or SEER less -15 1 -6 +5 +15 more 8.0 -14 -12 -10 -8 '6 -4 8.5 -9 -7 -6 -5 -4 -3 . 8.9-5 Eff. % Glass -4 -4 -3 -2 -2 9.0 . -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 '• 12.0 15 13 11 9 7 5 .13.0 20 17 i 14 12 9 6 85% 90% Effective SEER 100% 105% 110*/. 115% 120% 125` 0*/. 0 (SEER xduct efficlency) 0.6 0.8 1.1 Sean of 7-10 1.5 1.7 1.9 Effective -25 or -24 to -14 to .4 b +SID 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11_ -9 -7 -6 4 6.6 -5 4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 O.S Zonal Control Adjustment 0.9 1.1 1.4 10 8 7 6 4 3 26 No Cooling System Installed 3 3.2 ! stories 3.7 3.9 4.1 4.3 4.5 One -5 -4 -4 -3 -2 -2 Two+ 3 3 2 2 2 1 Single -Family Detached and Attached 2.2 24 Unit Size (sQ 2.8 Water 3.2 i 199 12i.Y? 1700 2200 2700 Heater Credit or io to to : or Type Type less ,1699 2199 2699 more SG None 0 1 0 0.. 0 0 or Solar 12 ' 8 6 5 4 HP HWR 8 5 4 3 3 5.1 WSB 5 3 3 2 2 SS% POU 8 5 _4 3 .3 SE None -37 -24 -18 -15 .12 �i Solar -1 -1 .1 0 0 4.5 HWR -18 -12 -9 -7 -6 1 WSB.. -25 -16 -12 -10 -8 1.4 POU -18 _-12 -9 -7 -6 IG None --5 -3 .2 .2 -2 4 Solar 7 5 4 3 2 5.2 POU .32 2 1 1 1 IE None -28_ -19 4 .11 .9 2.2 Solar 8 5 4 3 3 3.4 POU -10 -6 -5 -4 -3 4.7 Multi -Family (Individual 5.1 units) 55 5.7 5.9 Unit Size (s 6.4 Water 1.2 699 700 1200 1700 2200 Heater Credit or 10 to 10 or Type Type less 1199 1699 2109 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3 WSB 9 4 3 2 2 4.2 POU 9 5 3 2 2 SE None -45 -23 -15 .11 -9 805: Solar 2 1 1 0 0 2.4 HWR -23 -12 -8 -6 '-5 3.7 WSB -25 -13 .8 -6 .5 -2QU._._23 5.1 -12 -8 -6 -5 IG None -8 4 -3 .2 -2 1.9 Solar 6 3 2 1 1 _ POU; 1. - 0 0 0 0 IE None -00 15 -10 -8 _ 5.6 Solar 18 9 6 4 4 90Y.' POU -8 -4 .3 .2 -2 Interior Mass/CFA . TTVC :SUSS or R -value 1381 U -value [0.0301 or - R -value [ 11] U -value [0.098] Or R -value [ 191 U -value [0.037] or {1.1•m11C•�.7� R -value [o] F2 factor [0.77) Standard 0 4 TYPE 1 KASS WIMC • 4.2. ie: exposed slab) �- U -value 10.65) %Total Glass [16] Sum 1-6 Type [double] % Glass Sc Eff. % Glass Iet.d Slab) ca� X = X X = X -- % Glass SC Eff. % Glass X = 0% 5% 101Y. 15% 20% 25% SOX 85% 40% 45-Y. 50% 55% 60% 6516 70% 75% 80% 85% 90% 95% 100% 105% 110*/. 115% 120% 125` 0*/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10*/. 0.2 0.4 0.6 0.8 1 1.2 1.4. 1.6 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% O.S 0.7 0.9 1.1 1.4 1.6 1.8 2 22 2.4 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5 8 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3. 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1S 1.7 1.9 21 23 25 27 9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 SS% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 25 Z7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.6 5 5.2 5.4 5.6 5 8 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 27 3 3.2 3.4 3.6 3.11 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 805: 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 5.6 5.8 6 6.2 64 66 85%1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 63 65 67 90Y.' 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.a 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 05% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 6.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.6 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 66 7 110*/. 1.9 2.1 2.3 2.5 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.6 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.S 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Point Scores Type [SG) Credit [none] Point Total: or R -value 1381 U -value [0.0301 or R -value [ 11] U -value [0.098] Or R -value [ 191 U -value [0.037] or R -value [o] F2 factor [0.77) Standard 0 U -value 10.65) %Total Glass [16] Sum 1-6 Type [double] % Glass Sc Eff. % Glass X = X X = X = % Glass SC Eff. % Glass X = X = X = X = TYPE 1 MASS AREA = 8 GOND. FLOOR AREA Interior Nass/CFA ' TYPE 2 MASS AREA $ Exterior Wall Mass ND. L OR AREA Sum 7-10 X = SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.61 HSPF 10.56/5.151 X = SEER [9.51 Duct Efficiency [0.74] Effective SEER 17.03] Type [SG) Credit [none] Point Total: r °} p it i t 1 t i i 1 ,� , I s� ✓tit t x r t s- I i• T Ir 1 . '�nL a• •A i ij q� t 1 SI ( t' `F .. . ,. ) �` � +Ir....� t' i (t � r J '�� «* to iL .��t•.• F 9 d.i �Jt�liit L ry, t i �, I av-a v q 't" ,� .t e'.]6 I t� ��' i� {,s� i +c t: �,� �<< ", ,•d G �� � I R • , 4 ,' e J �i tf t' � L s �^p,,;,i+Lt„�� ±z d .,� �te � T' r .F •,! 45 r - 1 �'f'Al '4�'�y�{,•rjf•�t 1� F � ., _ iL S �,}.:'I �, s� t� ��t+• Sa=l'r k k � +� � e 3 •h � �3i.it jt ji ` rf f', L i'S •' � { ' Iri'a� ' i „y, a .. off' r 'Y , "'��� ., r, i.j �,, „� E t , .�- 'r d i, + •,� it ' • ` wA+jw+rF � }, ji.•: },,� ; i f X13 y i �t}' '•- ( C'`�. .. , d• .t r•,Y ,S .•rt { ,y r.$ 55 :lt, + .. � •;•. 1 ., 'Y,�rS..t� '! Yqc �rr,.'j: � S,.",'4. { i rS t tV E b 1 Q m - ! ,f .. 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