Loading...
HomeMy WebLinkAbout041-600-015r't ?,P ., ✓ `t �7 1}+f -� + �_'1f +� +1 t �r3 : t . 041-600-015 MISCELLANEOUS Phlovtaic Sys { '� 4: + �°/ r5 :nk�a Y dei til s ✓ . • • 1}�ii3-: , Sf i . � =y1 i ' ' t , T S •• • GROUNDo t •0 r J & ROSEMAR trr`, p:t NyY'n..Rr '(�jr l�".}w��r4tt fi-td ij y 4j,�(c� ril. r•a ci a=rt. 1. ; Fr '�`Y}, , '� r�ii t + w, t : f ''. 4+r�� #��' Lii�H` t t i1 kd� y � . r P F: � s , Y�•.. �ttVI: ;N d, { „- t t(r •,�{'i % .+sy F � tY'i� �r'tf t. '•l's r ,{. S5 ) r) r i t :Sie iTl7F :' Ff€1 r� t 7 it `"�.k. 7} �S r .`.a r rt i'ik Y" 1x��frit' ;H"tr+ i - � �c ;h � ' 'r�-` �`i�;,� }il t1�•�rt�, �z! t rf�i/,3�3t yi�'r .rr (f h �' t a'- � �.?F `, r,. a' , ,+ s - _.x t c����. i 5 + f � s�!i ,usf ar • s t -_ '� � ;�c i ^,t � x. 4 r{ >• � at_ �tidsi jrr ;r ..'e r <S j t ..� tr t Srti ii r r� { �t; `f,'� if• _ r�3? _ tS, i ;s yr j ' i'i -- t t , '. _ _ s h t t 5 ;,1 I � f 5 ir• # raiz" r h iff • �2 � t r �I � � � 3}� i i + } c � 6 t rr t R � t st r a♦�S s t �. .i•, a r r 5{ j 5 s Yt - - ,� •' .- - -s5F! ' + Si Y - 3 .! � far J • � y i i � 1 + i7 , ,i t} .. it r` i l _ t� ri i i� i �. A 5 +' r �^s S t .'-0 4 f • f r t s� s I -t � I -J j :", T` t f r.I'y �N -t i r t l 51 i t ii r. 5 5t , {� yiW7}, vv t •� i e t 1, z t,i; + ' 1 �i�. , , !+ a }i t }Ali r �Xt fG I� J 1 It i N 7 -'m^t t, (} eta -�c i tSt�1 rt!xrr s rj y. i j r 5 't 5 t S;ryy"jF i ( t- t ii F}} tr i t 1 t I jf�t sz t�tt t 1S tx hris} ti + 5 fM { ti it i tis + frf' °' Vt.� ' % ` ' BUTTE COiINTY 06- 26S'7 ,, . DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD - 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) r Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B06-2657 V Issued: 11/22/2006 Address: 3343 CORY CANYON RD OROVILLE APN: 041-600-015 Permit Subtype: Phtovtaic Sys Grnd Owner: POWELL, RICHARD J & ROSEMAR Applicant: S P G SOLAR INC Description: GROUND MOUNT SOLAR SYSTEM MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVE) BY THE COUNTY BEFORE PROCEEDING I Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 f Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation I 117 Ceiling Insulation 1 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 ZI Project Final 801 PERMITS BECOME NULL AND VOID 1 YEAR FRO M® I: /-.y COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy ' COUNTY_OF BUTTE: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE ' OWNER PERMIT NO. A routine inspection indicaters that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of M work is completed. If you have any questions pertaining to this matter, or need additional 4kY t' Y I.v Date 4/0 Inspector Al nF REV 4/05 Phone # �' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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: 3343 CORY CANYON RD Owner: Permit No: B06-2657 APN: 041-600-015 POWELL, RICHARD J & ROSE Issued Date: 11/22/2006 By KCG Permit type: MISCELLANEOUS 3343 CORY CANYON RD Subtype: Phtovtaic Sys Grnd OROVILLE, CA 95965 Expiration Date: 11/22/2007 Description: GROUND MOUNT SOLAR SYSTEM Occupancy: Zoning: Contractor Applicant: Square Footage: S P G SOLAR INC S P G SOLAR INC Building Garage RemdUAddn 521 CAL OAK ROAD 521 CAL OAK ROAD OROVILLE, CA 95965 OROVILLE, CA 95965 (530)533-5988 (530)533-5988 Other Porch/Patio Total FEE INFORMATION EH Building Review Fee $70.00 Photovoltaic $384.93 Total Charged: $454.93 Fees Paid: $454.93 Balance Due: $0.00 Receipt No: B863 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 / 01/31/2008 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 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 11/22/2006 penalty [$500]; Please check one of the following: Contractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I 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.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ Section ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compansation insurance carrier and number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves policy thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: STATE FUND policy Number: 046-0016178-2006Exp. Date:04/01/2007 Contractor's License Law.). (This section need not be completed if the permit is or one hundred dollars ($100) or ess. ❑ 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 11/22/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 11/22/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, 1 ry, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. 11/22/2006 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 0 Contractor OR. E]Agent for Owner Agent for Contractor INSPECTOR COPY Lenders Address City State Zip BUTTE COUNTY r 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: 3343 CORY CANYON RD Owner: Permit NO: B06-2657 APN: 041-600-015 POWELL,.RICHARD J & ROSE Issued Date: 11/22/2006 By KCG Permit type: MISCELLANEOUS 3343 CORY CANYON RD Subtype: Phtovtaic Sys Grnd OROVILLE, CA 95965 Expiration Date: 11/22/2007 Description: GROUND MOUNT SOLAR SYSTEM Occupancy: Zoning: 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 95965 OROVILLE, CA 95965 (530)533-5988 (530)533-5988 Other Porch/Patio Total FEE INFORMATION EH Building Review Fee $70.00 Photovoltaic $384.93 Total Charged: $454.93 Fees Paid: $454.93 Balance Due: $0.00 Receipt No: B863 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am exempt from the Contractor's License S P G SOLAR INC 759086 / B C46 C10 / 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 AFFIRM UNDER PE URY th I am licensed under provisions of Chapter 9 (commencing with Sect n 7000) of Divis' n of the Bus' ess 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 an ed. of Division 3 of the Business and Professions Code or that he or she is exempt therefrom and the ) P basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X _ _ 11/22/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contra C rs 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 r_1I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Ny N; ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier: STATE FUND policy Number: 046-0016178-2006Exp. Date:04/01/2007 Contractor's License Law.). (This section nee not be completed if the permit is for one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFOR CEO THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall nope o p son in any anner so as to become subject to the Workers' Compensation laws of Californi and agree at if I should become subject to the workers' X 11/22/2006 compensation ptovisions of Se on 3700 of a Labor Code, I shall forthwith comply with those Owners Signature Date provisions. --�7Z, X 11/22/2006 I hereby certify that I have read this application and state that the above information is torted. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building Sig re Date W NI G: FAILURE 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 A ALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of t. I here acknowledge that issuance of this permit does not authorize the t is use oro ancy of an sidewalk, beet, or subsidewalk. I hereby authorize representatives of Butte ATTORNEYS FEES. County to ter the above mention d property for inspection purposes. I hereby certify that I am the prope r am auth6rized t ad o the pro arty owners behalf. CONSTRUCTION LENDING AGENCY r = .i 11/22/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Na e o. ee IGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR. E]Agent for Owneogent for Contractor FILE COPY -' Lenders Address City State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND' SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" CONTRACTOR OWNER INFORMATION Last Name f✓ A irst Na e Mailing Address y a t'_ r•1,ti o�..r :yap City� �f`o� Ctg- Zi�S%GS State State Cts Fax Phone E-mail E-mail Fax E-mail "7�9� � CONTRACTOR Name Name f✓ A Address Address S2 C.wL City City UZ0 StatP,,A Zi�S%GS Phone Fax 8 E-mail E-mail Lic. # Class "7�9� � c,�o•c. 1(p APPLICANT INFORMATION ARCHITECT/ENGINEER Name City ocio,t u t �L, Address Zip 95, City `' - . State Zip Phone Map Book Fax E-mail Planner State License Number \ 1(p APPLICANT INFORMATION Name S Address •- LI C. VN 1?0 ✓a City ocio,t u t �L, State c� Zip 95, Phone Fax Occ. Type Const. E-mail APPLICANT S NAT E X - For office use only: Zoning I u I Flood Zone I X SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. 0 C6266 I BIN # PROJECT LOCATION AP#.— Property Address City Cross Street Sheriff SMIP WORKER'S COMPENSATION Policy Number Oo �.� t7b -- 20o4 Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: o�D�, GvaJ R60w /)46u" -r Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: K �• Amount: () O� •q Bldg SRA Q, Receipt #:53co J v(%�� 41 U"� Sheriff SMIP Date: I l -6 V 90.00 nr►,or Total BUTTE COUNTY FEE SUMMARY Permit Number: B06-2657 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Job Address: 3343 CORY CANYON RD Contractor: S P G SOLAR INC 521 CAL OAK ROAD OROVILLE, CA 95965 Printed: 11/15/2006 10:16 am Fee Description Account Number Fee Amount Paid Date Pmt Amt EH Building Review Fee 0021-0-540-013RC $70.00 11/15/2006 $70.00 Photovoltaic 0010-440001-4210500-1010 $384.93 11/15/2006 $384.93 454.93 $454.93 Printed By: Kourtni Graham Balance Due: $0.00 At the time of permit applica ' I \the above ees are required pr r ro issuance of the permit. These fees may be changed during the plan checking process. f Signature: Date: 11/15/2006 Pursuant to Gover me t code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approv f the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2657 Date: 11/15/2006 Location: 3343 CORY CANYON RD Parcel Number: 041-600-015 Owner.Name: POWELL, RICHARD J & ROSEMAR Phone: Description: GROUND MOUNT SOLAR SYSTYA —\ Signature of Property Owner: FILE Date: 11/15/2006 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds O O 0 0 0 '�crc w�o�g National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number' B06-2657 Location: 3343 CORY CANYON RD Parcel Number: 041-600-015 Owner Name: POWELL, RICHARD J & ROSEMAR Description: GROUND MOUNT SOLAR SYSTEM Date: 11/15/2006 By: KCG Sub Type: Phtovtaic Svs Grnd Phone: By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed Title: FILE Date: 11/15/2006 B22 C L i •T'6ida�ess 12 C ��''�Z..6 . • . - - •. • 1'0' (3.OSm)dc `l0' 6,09 m •. S .y� TiPl. 304 a 316, Aim 3/E" (41,3) 3,lr Nth R g .. �` Y V 13116" �' SF.GTIQN PROPEL ' ' • . 1310 0 .562 0 822A 3.320 (5,69j 112! � � n � SS3 � p 29m (t3y X653 (tom M= 640 0 1.956 030 S31 (2.36) ("Y14.9905 0 �6 3 (tom �� aid a6oasc�x6onprop�+�c buod�aw�l aid , Abe 03.70) Ll 12027 (.73) .75t (191) . abl3�oca� soodDes�tt�aa�i. b isle Nth g 31( 20o Y � 13lt6" . • o fm� WL 3 p Lhsi t. (S." I#) _ Istr BUTTE COUNTY, BUILDING DIVINS10 Ap 20 R&mv= pam 14 foc g and finish l 0� c-I1XAlYIYLL. • SELECTION CHART - fvc .(�tutds, hGtctials turd IIdo pattcc�ts .. . :.. • `DRi gga E $12 2�/ C (61 lslt" (41'' 12 Gm1. • — 1 1 (4 it .105 — — k2 . 1 '13• . 12 � i� • .12 Ht� I� EO 12 Gs. .145 12 Ga• >Z t3 • . 1st• 1131 1� 1 im 1 11. Bu • lye 13f�" Nt 16 Gs_ .R�O 14 Ga_ i�(3�_ 713![ 1 1�3 — 11 Nu lift'' N 124W12 Ga. 1 1 1 1 n•i2 ' 1". t 12 Ga. — 120a. 1 _ '13 1 • 13• — 1 • I= Lyle,Lyle,12 �#. — I2 Ga_ 13. . . • W, t f3.. E54 WtC ISlf (4ts? 14 Ga- 14 Go- 14 Ga- 3:St W1C 1sK. Mo 1131 1 H16 Ga• = _ 1 1 1- — 1 (mom WtC •(� is Ga. — _ ..t E?Oi� MA) boea P b ttaa�but 1x P• Mak�il types astable fac t lsoie Pis tae dcfmod S .tnd l+oie Some t tagd eLsmclz rn& iak Patter tro moble *a vocid ocda ody ' c ° foc massa cbo�rn in chart, • • ..� 12 Ga. — 2.6 mm 1-Shod R Is 105 2Xmm 14 G7.-ALcim m a.- I. wm aos 2bmm 3-Typo304 Sta�ol=Sbd 16Ga.�1Sam A84=�� •- - ��° �y y- _ti_�.J�i-_'Typ--316shiA=Swd PiQQ�wS VMY 4w to coaxacre -1tokrwm K &a wjkcb , M 6r. W Ctu►aadPutNwbaidt �d! ' - Fsam� Bit 2`!Po o Patkra MaktlayPw - B12 S 120 Gay B22 11179 240 B24 TElSS4 ' • 1332 - ... B42 N' b � SU TE C®u7B�B62FOLD G. joii7016 A ;PROVED .. a IGctcceoAe paw it far 6a:ca1 UMM9 and sbadacd fvish V*afic&bocm • 15 ai�rcaci. �utl'a .' - - .N,. - uiilu -; - 900 ANGLE FITTINGS (174.6) 9/16e' -x 29/16" SLAT (143) (65.1) 17/8" (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE •Standard finishes: ZN, GRN •WUC 68 Lbs. (30.8 W 31/2" 13/32" 9/16" x 29h6" SLOT Q (143) (65.11 B113 FOUR HOLE ADJUSTABLE CORNERANGLE -Standard finishes: ZN, GRN •WUC 256 Lbs. (116.1 kg) 9/16" x 11/2" SLOT.(2) (143) (38.1) 6" (152.4) (123.8) 17/8" (47.6) 9/16" x 29/16"•SL:(if I (143) (65.1) B461 TWO HOLE ADJUSTABLE CORNERANGLE *Standard finishes ZN, GRN •WUC 87 Lbs...(39A W 15/16" 9/16" x 11/2" SLOT (333) (143) (38.1) \ N 25/8" 37/8" (98.4) B112 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WUC 180 Lbs. (81.6 kg) . 21/4" 31/2" (57.1) -9) 9/16" x 11/2" SLOT{2) 1h„ (143) (38.1) (12.7)31/2- (98-9) 4" ' � (lot.6) 41/8„ 9/16" x 29/16" SLAT rmA 4N (143) (65.1) 17/8" B109S TWO HOLE TAPPED CORNER ANGLE *Standard finishes: ZN, GRN •WUC 33 Lbs. (14.9 kg) .-18 TAPPED 17/8" (47.6) (413) (1683) lot 33/4" 14; . 9521 TWO HOLE BUS DUCT ANGLE -Standard finishes: ZN, GRN •WUC 37 Lbs. (16.8 kg) 8" �..�..� (47. (50.8) 6) BUTTE COUNTY BUILDING DIVISION Pper)".fir—n Reference. page 58 for general fitting and standard finish specifications. u t; aA 67 B496 13496-1 B371-2 p F a TWO HOLE ADJUSTABLE CORNER ANGLE TWO HOLE ADJUSTABLE THREE HOLE ADJUSTABLE Ea -Standard finishes: ZN, GRN . CORNER ANGLE •Standaid'finishm.' ZN, GRN, HM CORNER ANGLE -Standard finishes: ZN, GRN c� •WUC 85 Lbs. (38.5 kg) •WUC 58 i bs. (26.3 kg) •WUC 61 Lbs. (27.6 kg) 23/8" (603) 23/8" (603) x (174.6) 9/16e' -x 29/16" SLAT (143) (65.1) 17/8" (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE •Standard finishes: ZN, GRN •WUC 68 Lbs. (30.8 W 31/2" 13/32" 9/16" x 29h6" SLOT Q (143) (65.11 B113 FOUR HOLE ADJUSTABLE CORNERANGLE -Standard finishes: ZN, GRN •WUC 256 Lbs. (116.1 kg) 9/16" x 11/2" SLOT.(2) (143) (38.1) 6" (152.4) (123.8) 17/8" (47.6) 9/16" x 29/16"•SL:(if I (143) (65.1) B461 TWO HOLE ADJUSTABLE CORNERANGLE *Standard finishes ZN, GRN •WUC 87 Lbs...(39A W 15/16" 9/16" x 11/2" SLOT (333) (143) (38.1) \ N 25/8" 37/8" (98.4) B112 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WUC 180 Lbs. (81.6 kg) . 21/4" 31/2" (57.1) -9) 9/16" x 11/2" SLOT{2) 1h„ (143) (38.1) (12.7)31/2- (98-9) 4" ' � (lot.6) 41/8„ 9/16" x 29/16" SLAT rmA 4N (143) (65.1) 17/8" B109S TWO HOLE TAPPED CORNER ANGLE *Standard finishes: ZN, GRN •WUC 33 Lbs. (14.9 kg) .-18 TAPPED 17/8" (47.6) (413) (1683) lot 33/4" 14; . 9521 TWO HOLE BUS DUCT ANGLE -Standard finishes: ZN, GRN •WUC 37 Lbs. (16.8 kg) 8" �..�..� (47. (50.8) 6) BUTTE COUNTY BUILDING DIVISION Pper)".fir—n Reference. page 58 for general fitting and standard finish specifications. u t; aA 67 y . r� V fA d lJ E a E a ANGULAR FITTINGS CP�SCP�DSb'i•:g:w'�:;'ilA!5,;.:-.:+•.•,...• B147 -B152 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN B162 -B165 TWO HOLE OPEN ANGLE *Standard finishes: ZN, GRN 11/16" (27.0) 23/8" 11/16" (27.0) 27.0) ( (27.0) / /, B154 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN, SS4 •Wt./C 58 Lbs. (26.3 kg) 3" (76.2) i 11/16" � (27.0) 25/16" 45° (58.7) 11/16„ (27.0) Reference page 58 for general fitting and stai 31/4" (82.5) 35/16" (84.1) 21/16" 11/16" (52.4) (27.0) B243 -B253 FOUR HOLE OPEN ANGLE -Standard finishes: ZN, GRN 3 (I 13-111ne:*- B322 -B332 TWO HOLE OPEN SHORT ANGLE -Standard finishes: ZN, GRN B522 THREE HOLE 950 OPEN ANGLE FITTING •Standard finishes: ZN, GRN •WtJC 54 Lbs. (24.5 kg) 13/4" (44.4' 15/8" (41.3) --ti, B488 TWO HOLE LEG CONNECTION •Standard finishes: ZN, GRN •WtJC 100 Lbs. (45.3 kg) 17/8" (47. 50 ®III IIII 11�15I I ° 5° 35/8 (92. 31/4" 13UTTE COUNTY BUILDING DIVISION idard finish specifications. "P 900 ANGLE FITTINGS 67/8" 47/8" (174:6) (123.8) Il6"'X 29/16" SLAT (143) 17/8" (47.6) (47.6) B104SH THREE HOLE ADJUSTABLE CORNERANGLE •Standard finishes: ZN, GRN •WUC 68 Lbs. (30.8 kg) 31/2" 13/32" 9/l6" X 29/16" sLoT (143) (65.1) B113 FOUR HOLE ADJUSTABLE CORNERANGLE •Standard finishes: ZN, GRN •WUC 256 Lbs. (116.1 kg) 9/16" X I W" SLOT -(2) (143) (38.1) 6" (152.4) 9116" X 29/16"-SLOTI (143) (65.1) 'k B461 TWO HOLE ADJUSTABLE CORNERANGLE •Standard finishes: ZN, GRN •WUC 87 Lb& (39.4 kg) `21/4" 31/2" I (57.1) lh" (127) 41/8" 19/16" X 29/16" SLOT nna 2% (143) (65.1) 33/4" (95.2) 17/8" B109S TWO HOLE TAPPED CORNERANGLE *Standard finishes: ZN, GRN •WUC 33 Lbs. (14.9 kg) 31/2" (88.9) '-18 TAPPED 17/8" (47.6) 15/8" (413) 15/16" 9/1C X 11/2" SLOT (333) (143) (38.1) 25/8" 3-1/8" (98.4) B112 FOUR HOLE ADJUSTABLE CORNERANGLE *Standard finishes: ZN, GRN •WL/C 180 Lbs. (81.6 kg) 9/16" X 11/2" SLOT{2) (143) (38.1) 33/4" 4" (101.6) _ �® (1683) 9521 TWO HOLE BUS DUCT ANGLE •Standard finishes. ZN, GRN -WUC 37 Lbs. (16.8 kg) $" a •-----, -ty 1 � (47.6) BUTTE 1E COUIyTY V/ BUILDING ®li/ISiQN a� APPROVED Reference page 58 for geaecal fitting and standard finish specifications. 67 B496 B496-1' B371-2 a a TWO HOLE ADJUSTABLE CORNERANGLE TWO HOLE ADJUSTABLE THREE HOLE ADJUSTABLE -Standard finishes: GRN . CORNERANGLE •Standai+d'fi bhes:'ZN GRN,11DG CORNERANGLE •Standard finishes: ZN, GRN �t'q •WUC 85 Lbs.. (38.55 W •WtJC 58111& (26.3 kg) •WUC 61 Lbs. (27.6 kg) Z 23/8" (603) X 2 /8" _. 3 (603) 67/8" 47/8" (174:6) (123.8) Il6"'X 29/16" SLAT (143) 17/8" (47.6) (47.6) B104SH THREE HOLE ADJUSTABLE CORNERANGLE •Standard finishes: ZN, GRN •WUC 68 Lbs. (30.8 kg) 31/2" 13/32" 9/l6" X 29/16" sLoT (143) (65.1) B113 FOUR HOLE ADJUSTABLE CORNERANGLE •Standard finishes: ZN, GRN •WUC 256 Lbs. (116.1 kg) 9/16" X I W" SLOT -(2) (143) (38.1) 6" (152.4) 9116" X 29/16"-SLOTI (143) (65.1) 'k B461 TWO HOLE ADJUSTABLE CORNERANGLE •Standard finishes: ZN, GRN •WUC 87 Lb& (39.4 kg) `21/4" 31/2" I (57.1) lh" (127) 41/8" 19/16" X 29/16" SLOT nna 2% (143) (65.1) 33/4" (95.2) 17/8" B109S TWO HOLE TAPPED CORNERANGLE *Standard finishes: ZN, GRN •WUC 33 Lbs. (14.9 kg) 31/2" (88.9) '-18 TAPPED 17/8" (47.6) 15/8" (413) 15/16" 9/1C X 11/2" SLOT (333) (143) (38.1) 25/8" 3-1/8" (98.4) B112 FOUR HOLE ADJUSTABLE CORNERANGLE *Standard finishes: ZN, GRN •WL/C 180 Lbs. (81.6 kg) 9/16" X 11/2" SLOT{2) (143) (38.1) 33/4" 4" (101.6) _ �® (1683) 9521 TWO HOLE BUS DUCT ANGLE •Standard finishes. ZN, GRN -WUC 37 Lbs. (16.8 kg) $" a •-----, -ty 1 � (47.6) BUTTE 1E COUIyTY V/ BUILDING ®li/ISiQN a� APPROVED Reference page 58 for geaecal fitting and standard finish specifications. 67 . _ V MODEL KC200GT HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE LISTED HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC20OGT is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems ■ MODULE UL1703 certified QUALIFICATIONS ■ FACTORY IS09001 and IS014001 PERFORMANCE WARRANTY 1 year limited warranty on material and workmanship ��T�� 25 year' limited warranty on power output COUNTY BUILT _ DIVISION SPECIFICATIONS ��tn , &r_ ■ Electrical Specifications MODEL I KC20OGT Tolerance +10%/-5% Maximum Power Voltage 26.3Volts Maximum Power Current 7.61Amps Open Circuit Voltage 32.9Volts Short -Circuit Current 8.21Amos wiam 990mm 39.Oin. Depth 36mm (1.4in.) Weight 18.5kq (40.7lbs.) ■ Thermal parameters Nominal Operating Cell Temperature 47°C Isc Current temperature coefficient (3.18 x 10-3) A rC Voc Voltage temperature coefficient (-1.23 x 10-1) ViC Note: The electrical specifications are under test conditions of Irradiance of 1kw/m2, Spectrum of 1.5 air mass and cell temperature of 25°C Kyocera reserves the right to modify these specifications without notice. ■ Physical Specifications°rjnit: mm) O (Long term output warranty shall guarantee that loss of output is not more than 10% of the minimum warranty value of the product specifications within 12 years and is not more than 20% within 25 years after the purchase of the product by customer. The output values shall be those measured under Kyocera standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocera.) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module KC20OGT at various cell temperatures 9 IRRADIANCE:,AM1.5, 1kW/nil 8 7 6 75°C 50°C 25'C Q 5 c at ,U 4 3 2 1 _,..0 0 10 20 30 Voltage (V) MODEL KC20OGT Current -Voltage characteristics of Photovoltaic Module KC20OGT at various irradiance levels 9 CELL TEMP. 25°C 1000W / m, 8 7 800W/ml 6 Q 5 600W/m2 c of 4 U 400W/m2 3 2 200W/ ml 1 0 10 20 30 40 Voltage (V) QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. • Thermal cycling test • Mechanical, wind and twist loading test • Thermal shock test • Salt mist test • Thermal/ Freezing and high humidity cycling test • Light and water -exposure test • Electrical isolation test • Field exposure test • Hail impact test Please contact our office to obtain details without hesitation. 19KYGIERa KYOCERA Corporation ■ KYOCERA Corporation Headquarters CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushiml-ku, Kyoto 612-8501, Japan TEL:(81)75-604-3476 FAX:(81)75-604-3475 hftp://vv%vw.kyocara.com • KYOCERA Solar, Inc. 7812 East Acorns Drive Scottsdale, AZ 85260, USA TEL:(1)480-948-8003 or (800)223-9580 FAX:(1)480-483-6431 hftp://www.kyocerasolar.com • KYOCERA Solar do Brasil Ltda. Energla Renovavel LTDA, Rua Maurislo da Costa Faris, 85 22780-280, Recreio, Flo da Janeiro, Brazil TEL:(55)21-2437-9525 FAX:(55)21-2437-2338 http://www.kyocerasolar.com.br • KYOCERA Solar Pty Ltd. Level 3, 6-10 Talavera Road, North Ryde N.S.W. 2113, Australia TEL:(61)2-9870-3948 FAX:(61)2-9888-9588 http://www.kyocerasolar.com.au/ • KYOCERA Fineceramics GmbH Fritz Muller strasse 107, D-73730 Esslingen, Germany TEL:(49)711-9393417 FAX:(49)711-9393450 http://www.kyocerasolar.de/ • KYOCERA Asia Pacific Pte. Ltd. 298 Tiong Bahru Road, #13-03/05 Central Plaza, Singapore 168730 TEL:(65)6271-0500 FAX:(65)6271-0600 • KYOCERA Asia Pacific Ltd. Room 803, Tower 1 South Seas Centre, 75 Mody Road, TalmshatsLI East, Kowloon, Hong Kong TEL:(852)2-7237183 FAX:(852)2-7244501 • KYOCERA Asia Pacific Ltd. Taipei Office 10 FI., No.66, Nanking West Road, Taipei, Taiwan TEL:(886)2-2555-3609 FAX:(886)2-2559-4131 • KYOCERA(Tianjin) Sales & Trading Corporation Add: 19F, Tower C HeOlao Building 8A GuangHua Rd., Chao Yang District, Beijing 100026, China TEL:(86)10-8583-2270 FAX:(86)10-6583-2250 BUTTE COUNTY BUILDNINIG LDIVBION APPROVED The contents of this catalog are subject to change without prior notice for further improvement. LIE1l07M0601 S5SAGK (Recycled Paper) i [FROKOU0 OU ave GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected BUTTE COUNTY o BUILDING DIVISION APPROVED POWERING YOUR FUTURE inverters making them easy -to -install. More Energy MIXTm Concept allows your system to output more energy under part -load conditions. Lower Cost Integrated DC / AC breakers reduce installation time and complexity. LCD Display Comes standard with every FRONIUS IG and tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 Watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 50 years and has more than 100,000 inverters installed worldwide. BUTTE COUNTY o BUILDING DIVISION APPROVED POWERING YOUR FUTURE Input data. IG 4000 IG 5100 IG 4500 -LV Recommended PV power 3000- 5400 4000 -6300 3600- 5500 Operating DC voltage range M 150-450 150-450 150-450 Max. DC input voltage M 500 500 500 Nominal input voltage M 270 270 270 Max. DC input current 26.1 33.2 29.3 Output data IG 4000 IG 5100 IG 4500 -LV Nominal out utpower 4000 5100 4500 Maximum output power 40°C 4000 5100 4500 Nominal AC output voltage M 240 208 Operating AC voltage range M 212 - 264 240 +10% / -12% 183 - 227 V Nominal AC current 16.7 21.3 21.6 Maximum AC current A 16.7 21.3 21.6 Maximum utility back feed current 0.0 0.0 0.0 Max. continuous output fault current 35.2 35.2 35.2 Nominal output frequency Hz 60 Operating uenc range Hz 59.3 - 60.5 60+ 0.5 /- 0. Total harmonic distortion % < 5 Power Factor cos hi 1 General data IG 4000 IG 5100 IG 4500 -LV Max. efficient % 94.4 94.4 94.4 Consumption in stand-by night < 0.15 Consumption during operation 15 Protection Type NEMA 3R Cooling Controlled forced ventilation Size I x w x h 28.34x 16.46 x 8.78 in 20 x 418 x 223 mm Weight 41.8 Ib. 19 kg Ambient temperature range 5 to 122 OF -15 ... 50 °C Integrated DC and AC disconnects standard Protections Ground fault protection Internal GFDI, in accordance with UL 1741 and NEC DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741 and NEC Over temperature Output power derating Surge Protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class B Anti-Islanding protection UL 1741, IEEE 929 Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Miscellaneous Maximum AC over current protection Two -pole, 30 A circuit breaker AC wire sizing Use maximum AWG 6 194°F 90 °C copper wire DC wire sizing Use maximum AWG 8 194°F 90 °C copper wire AC disconnector 32 A DC disconnector 30 A Warranty 5 Years; 10 Years available Distributed by 0 TE COUNTY Fronlus USA LLC Electronic Division NG ®' ' ION 5266 Hollister Ave., #t p�17 PRO t/ ED Santa Barbara, California 93111 E -Mail: pv-us®fronius.com www.fronius.com June 2, 1997 Richard Powell, Ph.D, M.D: 3343 Cory Canyon Rd. Oroville, CA 95965 Dear Dr. Powell: 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7266 FAX (916) 538.2140 RE: Issuance of Permits AP 041-600-011 Your property, as shown on AP 041-600-011 of the Assessor's plat maps, does not conform to Lot 1 of the original parcel map, recorded in Book 115 of Parcel Maps, at Pages 47 through 52. The north lines of the parcel were modified by deeds, recorded under Recorder's Serial Numbers 90-002200 and 90-002201. It appears that this modification of the property lines was not in conformance with the County Code. The County may not be able to issue additional development permits until the parcel is brought into compliance. You may resolve this problem by reverting the lot to its original configuration, a Lot Line Adjustment, Parcel Map or a Certificate of Compliance. Applications may be obtained from this office or the Butte County Planning Division. We would recommend that you discuss the advantages and disadvantages of each type of application with your engineer or surveyor, prior to submitting an application to resolve the problem. If you have any questions concerning this matter, please contact this office at (916) 538-7266, Monday through Thursday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division S E/kp cc: Building Division RICHARD J. POWELL, Ph.D., M.D. Endocrinology & Metabolism Diplomate American Board of Internal Medicine 1144 Sonoma Ave. 392A Connors Ct. Santa Rosa. California 95405 Chico, California 95926 (707) 544-4158 (916) 891-0982 April 2, 1997 Stuart Edell Land Development Department Butte County 7 County Center Drive Oroville, California 95965 Dear Mr. Edell: 6-/ jq-3 2136 Market St. Redding, California 96001 (916) 243-6351 1 have been in telephone contact with Philo Hunt regarding my property. Mr. Hunt has a file on this problem, I am sure. My concern is that, prior to the time I bought the property in 1990, some property line adjustments were made by the previous owners in order to straighten out the property line. This was supervised or done by Bill Retzer. . I obtained a building permit in -1992 and built my home. Apparently, according to Mr. Hunt, the building permit was issued in error because a property line adjustment had been made and not filed appropriately with the county. In 1994 1 applied for another building permit to build an ag building, and received an initial refusal of this building permit because I did not have a legal 1 of Mr. Hunt advises me that this building permit was also issued in error, and that I should not have received a building permit until the property line modification was appropriately filed and approved by the county. I contacted Mr. Hunt regarding this, to find out if this had ever been properly straightened out. in 1994, when I built the ag building and the permit was initially refused, I gave that information to Bill Retzer and he said he would take care of it, went to your offices, apparently, and approximately two weeks later the building permit was issued in the mail. i am not sure exactly what went on between Mr. Retzer.and the gentleman who issued, the permit at that time, but I understand that he is no longer employed there. I want this problem straightened out in case I need to apply for another building permit in the future, or in case I want to sell the property in the future. 1 don't want any problems occurring from this situation. Stuart Edell Butte County Land Development Department May 2, 1997 Page Two Mr. Hunt has advised me that I need to write you a letter requesting a written confirmation from you of what exactly needs to be done and the various fees involved in accomplishing it. Please send me this information at your earliest convenience. Sincerely yours, Richard J.well, M.D. RJP:ALPHA/BAW APR -21-97 MON 02:26 PM RICHARD J. POWELL, M.D. 916 891 8105 P.01 RICI4A,RD J. POWEL ,, P)I,n:, NA n Ertdorrinolo$y Melnh�li,vrt Dip(an,nte Anxerican $ortrrt ojlxttet►tal Medicine 1144 Sonoma Ave. Santa Rosa, California 95405 392A Ccmnors CI. 2136 Maxke( St. (707) 544.4158 Chico. Cahfomi't 95926 Redding, Muketla 96(10! (916) 891-0932 (916) 243-6351 FAX TRANSMITTAL Attention: From: =: sub j6pt q You should receive C -2 -pages including this page. - COMMENTS: FAX: (916) 891-8105 fw RECEIVED APR 2.1 1997 LAND DEVELOPMENT DIV. �►o 0 PARCEL IA (Roe. Set. No. PARCEL IA I 90-2201) (Roe. Set. /V0.1 1, 890 36* 36" E 90-2200) 2-9 9.3 A ,Io �uo /- 5-3 9 - 9/ S/o E. IM Car. see. zo 1" 114 Cor. Sec. 21 PARCEL JB (Roe. Set. No, 90-2200) N 0' 07' 52" W S e8* 34''72 . f 164.37 pp� or. N 890 38' 3 19.85 Ica �PARCEL /a S 45* 21' 51*'E % N 76- 40, zl' L N 0* il' 47" E (Rec. Ser. No.0 7347 133.55 j.90-220IJ PARCEL. !CA AIV 46 24 20 224.79 Exisibig 40'Eose4pnon.1 per 0 LOT Roe, $or. Na -90-2135 a 90-22OP i 20.01 Ac. N 58019.* 08"E 'N 9 'to 60.33 48012 to 6- ..— — I �-- - JY 17- /-3 -.39! E 585'25'33"E` cc 194.23 In C) N) 5 630 44'23".E icm 40' 14%—N'65`J9'-�04` E ff-iiil�liij oz -,E. 1.9. %N, N 9`00".20" W,.., , N: W.� 8 Y., Qi • N 80? 49�,E N 43° 62' 42" E !38.53 LOT .3 NOTE: 20.10 Ac. IV 50 Eirtsfing 30'Easement per Rec. ser. No. 90-2195 a 90-2202 N 200 07'17" W IV 660 13'03" E 58.48 N 17* 51'36" E 7- 94.56 Uj wAs 41-1�0 -0 , 'qo/9 i �cm 4-1 -l0-l0 El �I-1311 5 9/89t -- WO MWMOIR30 0NV1 3IMS 30 AINf100 4661 l z ddd C13AI3338 MC&r-kw. � r�x�sriHh ��� L,,�,� • 1. ACI -2 N 89' 36'36" 299.37 i N89'38�i' 3x'4 C f` -� N 0 11' 4 7" E _. 73.8 7 Pal.- 3 E. I/4 Cor. sec. 20 i 1G1-4 I N O' 07'52" W W. 114 Cor. Sec. 21 � '" / 164.37 m S 45' 21' 51" E 133..5 a U - LOT l 20.01 Ac. N 58' 19' 08" E 60.33 `- c� N 17' 13' 39" E 194.23 �r 0 'y 39 52 (0-- E .� N 490.25 6lk10 0 S 85' 25' 33-E 131.06 W S 63' 44' 23" E 179.88 N 68. 43' 02" E -- - N 65' 39' 04" E 198.97 '� , 155.92. --'1 N 9. 00' 20" W 89' 58' 57" (D 128.28 '- 27/.22 N 88' 43' 49" Ej ,.--,N 43. 52' 42" E 2// ()-15 138.53 L 0 T 3 N 50' 22' 49". W 138.17 N 66' 58.48 20.10 A C. N 20' 07'17" W 159.63 ItiV 90-02201 90-002201 1 Rao Fee 9.00 .. I Total 9.00 - WHEN RECORDED MAIL T0:• Recorded I Rar'�) wn;c e/k •�f Ottlolal Records 1 County of i (yil� Butte ALLEY TITLE CO. IlP .3-_�, X7 3 CanAace.J. Grubbs'.: -' Recoker i i ctl, C�✓ y� y=am .. e100aa 18 -Jan -90 I CD S a.AOW AMYW ?NIS IINd roll RWCellWd1M Lae »TAIL TAX STATEMENTS TO: . _ 1 COMMENTARY TPANM TAX 2— -0- S;.nlh: AS ABOVE -—CF-0n1se"meawwwwmrwtwNwesany +.l.fian CONN"'" " M [MIYI.OAII wemM laalw� Wl aaswa.na •. IaWaIAtAWw dNr N lea AP NO. 41-100-10The undonl.9�: hetllby declaraa —ifii.wn+..7D:1'G«1!y:w'twrwTiw it = /Inw �'—'- "GIFT DEED IN CONSIDER>TION 01 the low and alf@@llon ,.hICh !M pmlwa b.n ,. 10 Rhe pont@@ a , *CARROLL J. BULTEb1A AND JOSEPIIINE JULTEMA; HUSBA to .AND WIFE. AND 'DONALD DULTEMA AND VIVIEN E. CULTEMA, HUSDAND ANU WIFE — do hwoby give. grant w4 corlwt. 10 L. H..McCLURKIN AND ETHEL R. MCCLURKIN, HUSBAND AND WIFE, AS JOINT TENANTS all that real property In the S'NW= unincorporated area of the .I ,County of Butte - . Stan of California. daafWN as 1 SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF THE PURPOSE OF THIS DEED IS TO EFFECT A BOUNDARY LINE MODIFICATION TO I FOLLOW AN EXISTING FENCE LINE THAT HAS BEEN IN EXISTANCE FOR OVER 50 YEARS. , THIS PARCEL IS TO BE COMBINED WITH AND BECOME A PART OF THE PROPERTY OWNED BY L. H. MCCLURKIN AND ETHER R. MCCLURKIN AS FILED IN BOOK 1595 OF ei BUTTE COUNTY OFFICIAL RECORDS AT PAGE 430, 431, 432 AND NO NEW PARCELS ARE BEING CREATED. I ' I Dated_— gTAttOFCALIFORNIA1 -- Ru couNrr of 1'a an 1 H B T /— .. Wave M• ft I1r10,1a1ar1olL a No," nem IR w tar w 111.1% two -. .maw rooe.•« --- — ---- ---- - y .�r�'.�u�,A�``=�-'--••---- --• Wer- f Mere to M w /orad to M M vo Uar a Yawense Alfa / WNd�0-Aft-al Y @@ @@r@@N N Na_ Aaa41N are aeOauMd w IM „`•I G/ -00 I.IaMrard w eaarleeaadW@@ Y M Mae Naar n NIINrN v, Aor1 w 1rAr w Weer« "' - • I Fly eras ler eNrrr rera.M W I logo N/W!1 MAIL TAX ITATIMI0111 AS DIRICTID ASOVI YA ..�. .: .,y ,.% 1ff.', T 'A. w. .. DESCIKPT70Wt -i .,-- ALL THAT CERTAIN REAL CALIFORNIA, COUNTY OF PROPERTY SITUATE IN THE STATE BUTTE, .. DESCRIBED As FOLLOWS, OF v' A PORTION OF LOT 1, AS SHOWN ON THAT CSRTA2N PARCEL MAp, REco3w' IN THE OFIICE O! THE RECORDER OF THEto CAL2PORNSA, COUNTY OF BUTTE, STATS O1 ON HAY 19, 19/9, IN THROUGII 52, AND HORS PARTICULARLY DD0ESSCRIBED A8 FOLLOWS, 47 V) 8EG2NNING AT THE NORTHWEST THE NORTH LINE 0! RCORNER OF SAID LOT 11 THENCE AIq{{G AID LOT ' FEET' THENCE SOUTH /6 DEG. ]6' 70• WEST, 19.]7 FEETJ EAST, 1, NORTH 89 DEG, 361 36• EAST, ]]6.65 _ 89 DEG. 38.68 40" WEST, 721,79 FEET TO THENCE — ON THE HEST LINE O! Mao.LONom T 11 ALONG SAID WEST LINE NOPr,{ 00 DEC, OSS OS• EAST, 6.00 FEET TO THE POINT OF BEGINNING. PARCEL 7-s• ' A PORTION op AS IN THE OFFICE LOT 1' SHOWN ON THAT CERTAIN P E OF THE RECORDER OF THE COUNTYARCEL MAP, RECORDED CALIFORNIA, ON NAY 19 19/9, STATs op IN 800X 1NOF8B�E, THROUGH 07, AND MORS PARTICULARLY DESCRIBED AS FOLLAT 47 } OWS, CO)O/ENCINO AT THE NORTHWEST _U' CORNER OF SAID LOT SJ THENCE ALONG THE NORTH LINE OF SAID LOT 1, NORTH Sp DEO, 7/l 76N FEET TO AH ANGLE POINT IN SAID LINE1 THENCE NORTH 00 Di0T�11�p17• EA/T, 1/,64 FEET TO THENCE HERIzuTHE TRUE POINT OF BEGINNING FOR THE PARCEL N EAST 76.730 FBITO RjWOTp POINT ANGLE POINT BEGINNING INSAIDI NORTH LINE/ THENCE ALONG THE NORTH LINE OF SAID LOT 1, NORTH 69 DEO. 74 96" EAST, 166,58 FSETI THENCE SOUTH 83 DEO, 70. 74• WEST, 110.96 FEET1 THENCE SOUTH i 46 DEO, 76' 704 WEST, 36.15 FEET TO THE TRUE POINT 0! BEGINNING, • • A PORTION O! LOT 1A8 IN THE OFFICE O! � SHOWN THAT CERTAIN PARCEL MAP, RECORDED - RECORDER OFTHE COUNTY OF CALIFORNIA ON TH19'E BUTTE, STATE OP THROUGH 37, AND NORE 1989, IN B 113 OF MAPS, AT PAGE p DES (S) 47 ARTICULARLY DESCRIBED AS FOLLONSt BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1) THENCE SOUTH 7G /0' 71• WLBT, 711.16 FEET TO THE WEST MUDEO. LINE OF THE SOUTHWEST NORTH, 21 / THENCE AMNO SAIDION ,WEST LINT FEET TO NORTH 00 200..N071 67"S WEST,D44.09 THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER SECTION 711 THENCE ALONG OF SAID THE NORTH LINE OP SAID SOUTHWEST QUARTER ANDTHE NORTH LINE OF SAID LOT 1 NORTH 89 DEO. 371 70/./7 FEET TO THE POINT 47" EAST, B OF EGINNING, fTATf 01 CAL1Ip11"u�r (µ- ••� O"-.uV�iit:t..4.�/y ../6r��9.0-- "•,"'•�.y.a."a.n►.erN.wrw Mom MrrIrpawlto..rMttrEryrM mha�_- . lwww&M u.globs two~ llft rw tamm trdtaim wrynw.tu ••M��.Ir+.1••�wYw r. _1..1lMdwo..•Ww ftA so prrrww.L.AYlaaLL w� ovvlc- tomftqwmboftamw w.»LMurl.us(Si(e ' ••rrNM-a......r a a--µyww„y`wf.w i wr •.ww w.....w t.r ww..ww wtirw•..••.y ww.pwwrwrArattr"•twe..wr.r•.ti 6fOwatw•..�tf.1M7 ,1 .wwprwrwwafwyrfrtrw•,twpw„�,•flwr ,.:-. ,. . ... �•.�" _K: i;1 NeMNwtrlrs. �QOOPDOCUAI�Ni _ 1. 6, ::R4 ��^14T�:D•�{��I w•fr.wl•lw..w rw 'I. J • WHEN RECORDED MAIL TO: MR. AND MRS. BULTEMA P.O. BOX 368 Durham, CA. 95938 90-02200 90-002200 Rec Fee 9.00 Total 9.00 Recorded Official Records : M�pVALLEYTITt_ECO. County of Butte Candace J. Grubbs Recorder -- 8:00am 18 -Jan -90' CD 3 SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS T0: - DOCUf1AEMARY TRANSFER TAX 0— SAME AS ABOVE ...... Computed on the consideration or value of property conveyed: OR Computed on the consideration or value leu nem or encuntereneo remaining at time of saia. The undersigned hereby declares i AP N0. 41-100-38 Slithisture of Ottomans ofAgent denimufgte■■—�nw'Nerne _ GIFT DEED . IN CONSIDERATION of.the love and affection which the grantors bear to the grantee El'.' L. H. MCCLURKIN AND.ETHEL-R. McCLURKIN, husband and wife ' CARROLL J. BULTEMA AND JOSEPHINE BULTEMA, HUSBAND do hereb give, yrant and n tUM AND WIFE AS JOINT eoT�rTS, AS TO AN UNDIVIDED 1/2 -INTEREST; -DONALD 13ULTZMA AND VIVIEN E. BULTEMA;-HUSBAND AND WIFE, AS JOINT TENANTS, AS TO AN UNDIVIDED 1/2 INTEREST. all that real property in thd(2&XyK9K UNINCORPORATED AREA OF THE ' County of BUTTE i State of California, deurrbod as SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART -HEREOF - THE PURPOSE OF THIS'DEED IS TO EFFECT A BOUNDARY LINE MODIFICATION TO FOLLOW AN EXISTING FENCE LINE THAT HAS BEEN IN EXISTANCE FOR OVER 50 YEARS. THIS PARCEL IS TO BE COMBINED WITH AND BECOME A PART OF THE PROPERTY OWNED BY CARROLL J. BULTEMA AND JOSEPHINE BULTEMA, DONALD BULTEMA AND VIVIEN E. BULTEMA AS FILED IN BOOK 115 OF MAPS, AT PAGES 47, 48, 49, 50, 51 AND 52. I wC Dated e.ez.z_.�_..� � /Y.% _... .. J•� I L. . McCL STATE OF CALIFORNIA las COUNTY OFOn _ _..............._.....' ... . 7 boloro me. the undersigned. a Notary Publk; in and lot said State, per• ETH E L R. MCC LU R K I N sonany nope:red _.. • pnrsnnaav known :o me tot proved to me on the basis of satisfactory •� 'evrdenc!i 1't ted the pCrsOnlal whose namalsl re/aro subscribed to the _ within instrument and acknowledged to me that he/she/They eseculed the Same. WITNESS my hand and official seal. Signature.. .. .... .... .. _ . __........_ (TMs .re■ lot 01110.1 nourl.I u.It 1068 16/811 MAIL TAX STATEMENTS AS DIRECTED ABOVE 7 X IN:: ........ ....... .. ......... ..... .... .III .... ................ ....... 11'.11 01161 .......... "O"W.0 -W yrr taxes] uw*3 An 'MIA:: AiNno3 nino 777- .3 vkNbofw3- OIIWW AMON 7 .61 POP I'll-SmOV11. -V MUM'S AM W pw, I.W. poscKwo -o W-, AWI v 7* an Ir -W- w .01 ol 1~114 10 4wo -.41 u 41t LOW 01 POW uo Ism Cj OOZZO-06 10 14 1 t4 n oj —72 VINUO311VO JO I IVIS I k 11 L. A 11 1 I . , . .. l.. SITUATL: It: 'I'll l: C01i;:'1'1' O.' 1)l•:'jC:, 1 i3L 1) AS I'OLLOE'S : I'AIICI:I• I— A PORTION OF THE .r,C:;TIIEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 3' EAST, I•I. D. I3. b M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: CObfMENCING AT THE NORTHWEST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL ;,LAP, RECORDED III THE OFFICE OF THE RECORDER OF THE CCU::TY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, III BOOK 115 SOF MAPS, AT PAGE(S.) 47 THROUGH 52; THENCE ALONG THE NORTH LIME OF SAID PARCEL 1, NORTH 89 DEG. 36' 36" EAST, 238.68 FEET TO' THr TRUE POINT OF BEGINNING AND CONTINUING ALONG SLID NCRT11 LIIIE NORTH 89 DEC.- 36' 36" EAST, 40.69 FEET TO All ANGLE POIN III SAID NORTIL LINE: THENCE NORTH 00 DEG-. 11' 47" EAST, 38.54 FEET., THENCE SOUTH 4G DEG.: 26.' 20" WEST, 56.32 FEET. TO THE TRUE POINT' OF BEGINIIING. ; PARC .LT_B A PORTION OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 3.EAST, M.D.B. b M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMEIICIIIG AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 20; THENCE SOUTH 53 DEG. 18' 24" WEST, 118.05 FEET TO All ANGLE POINT IN THE NORTH LINE OF PARCEL 1, AS SHOWN 011 THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUIITX OF BUTTE, STATE- OF CALIFORNIA, 011. MAY 19, 1989, I11 BOOK 115 OF MAPS, AT PAGES) 47 THROUGH 52 AND THE TRUE -POINT OF BEGINNING FOR..TIIE PARCEL HEREIN DESCRIBED; THENCE FROM-BAID TRI.F. POINT 'OF BEGINNING AND ALONG SAID NORTH` LINE SOUTH 89 DEC. 38' 36" WEST, 753.27 FEET; THENCE NORTH 85 DEG. 20' 24" EAST, 220.89 FEET; THENCE SOUTH 88 DEG. 34' 32" EAST, 533.27 FEET TO THE TRUt POINT OF BEGINNING. PARCEL I- C A PORTION OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. b M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COISI•lENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTIO;; 20; THENCE ALONG THE NORTH -SOUTH CENTERLINE OF RAID SECTION 20 SOUTH 00 DEC. 07' 52" EAST, 48.09 FEET TO THE TRUE. POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND CONTINUING ALONG SAID CENTERLIIIE SOUTH 00 DEG. 07' 52" EAST, 116.28 FEET TO All ANGLE POINT III THE NORTH LIME of PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED Ill THE OFFICE OF THE RECORDER OF THE COUI7'TY OF BUTTE, STATE OF CALIFORIIIA, ON MAY 19, 1989, Ill BOOK 115 OF MAPS, AT PAGE(S) 47 TI:ROUGH 52; THENCE ALONG SAID NORTH LIME NORTH 45, DEC. 21' 51" WEST, 133.55 FEET; THENCE NORTH 76 DEG. 40' 21" EAST, 97.39 FEET TO THE TRUE POINT OF BEGINNING. END OF UUCUM NT To v ❑ AM Date_ i_e ❑ PM WHILE YOU WERE OUT M o i e Phone Area Code \ TELEPHONED CALLED TO SEE YOU jAber Extension PLEASE CALL WILL CALL AGAIN WANTS TO SEE YOU I I I URGENTT—�-- I RETURNED YOUR CALL I I 1. 10 10 - lug A .Operator_ — E A S T M A N 4C200 &O 92'-34559 Re yin to. DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT ,. FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code` requires this acknowledgement be recorded prior to issuance of a building permit. Date: JULY II_qR, 1992 61 rd Jam• e6�l State of CA' TGQRNI SS. CounLy of' BUTTE ) PROPERTY OWNERS: On this the 30TH day of JULY V , 19 .92, hefore me, the undersigned Notary Public, personally appeared RICHARD J. POWELL AND ROSEMARY POWELL Personally known to me. Q Proved to me on the ha5_i5 of satisfactory evidc'IICe. to be the person(s) whose name(s) ARE subscribed to the within instrument and acknowledged Lhk THEY executed the same for the purposes therein contained. 'fN WJ:TNESS WHEREOF, I hereunto set my hand and official. seal. ,lu,,Ilunu+,auunnnuuumn,nnunnuunwumnnlln M OFFCIAL 955531 D ' 0 BARBARA S. WRIGLEY :0 NOTARY (PUBLIC - CALIFORNIA /,,t A Present A.P. No . Q CO/1NYY OF BUTTE W Notary Pub] •i c: MY-a— n,ss,On Explrec March 16.1996 ^ /. �7-/ � ® _V 1�' �:,uuuunmUn,llnt,llull111�,,,{IIIt1,1I1111I1HNhiIfelMelHl x t The proper L v described herein is adjacent 92-0345591 Rec Fee 17. 00 to land or. included within an area zoned 1 Check 17.00 for i,gr.i.CULLur.al. purposes, and residents Recorded of L•hLs property m;.ly Ile suh jecL to incon-' Official Records vc.i ,nences or d i.scomfurL arising from the use of agr:icultural chemicals, including, County of buL not .I.imiLed to herbicides, pesticides, Butte and ' fert-ilizers; and from the pursuit Candace J. Grubbs '.. of ag,:.icu] Lural opera Lions including, Recorder but not l.i.m:i.Led to cultivation, plowing, 9:58am 31 -Jul -92 I PUBL XX 5 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agri.c.ua- Lural zones which have as a priority use for productive agricultural. purposes, 'and resident -s within said zones and on adjacent property should be prepared to accept such i nc onvenienc e or' discomfor-L from normal, necessary farm operations. All that r.ea.1. property situate J.n the CounLy of Butte, State .of California, cic:;cribed as. follows: Date: JULY II_qR, 1992 61 rd Jam• e6�l State of CA' TGQRNI SS. CounLy of' BUTTE ) PROPERTY OWNERS: On this the 30TH day of JULY V , 19 .92, hefore me, the undersigned Notary Public, personally appeared RICHARD J. POWELL AND ROSEMARY POWELL Personally known to me. Q Proved to me on the ha5_i5 of satisfactory evidc'IICe. to be the person(s) whose name(s) ARE subscribed to the within instrument and acknowledged Lhk THEY executed the same for the purposes therein contained. 'fN WJ:TNESS WHEREOF, I hereunto set my hand and official. seal. ,lu,,Ilunu+,auunnnuuumn,nnunnuunwumnnlln M OFFCIAL 955531 D ' 0 BARBARA S. WRIGLEY :0 NOTARY (PUBLIC - CALIFORNIA /,,t A Present A.P. No . Q CO/1NYY OF BUTTE W Notary Pub] •i c: MY-a— n,ss,On Explrec March 16.1996 ^ /. �7-/ � ® _V 1�' �:,uuuunmUn,llnt,llull111�,,,{IIIt1,1I1111I1HNhiIfelMelHl x 92-34559 • EXHIBIT A ORDER NO. BU -108788 MC DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I—A• LOT :1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47, 48, 49, 50, 51 AND 52. RESERVING THEREFROM A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOT 1 LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: A STRIP OF LAND 40.00 FEET IN WIDTH LYING 20.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 4 AT THE SOUTHEASTERLY RIGHT—OF—WAY LINE OF CORY CANYON ROAD, THENCE FROM SAID POINT OF BEGINNING AND ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 3 AND 4, NORTH 16 DEG. 37' 39" WEST, 433.48 FEET; THENCE LEAVING SAID BOUNDARY LINE NORTH 49 DEG. 22' 53" WEST, 218.57 FEET; THENCE NORTH 05 DEG. 31' 25" EAST, 137.80 FEET; THENCE• NORTH 04 DEG. 52' 44" WEST, 245.52 FEET TO THE BOUNDARY LINE BETWEEN SAID LOTS 1 AND 3; THENCE ALONG SAID BOUNDARY LINE SOUTH 76 DEG. 39' 52" WEST, 228.97 FEET; THENCE NORTH 85 DEG. 25' 33" WEST, 131.06 FEET; THENCE SOUTH 58 DEG. 19' 08" WEST, 60.33 FEET; THENCE SOUTH 17 DEG. 13' 39" WEST, 194.23 FEET; THENCE SOUTH 65 DEG. 39' 04" WEST, 155.92 FEET; THENCE SOUTH 09 DEG. 00' 20" EAST, 128.28 FEET TO THE NORTHEAST CORNER OF SAID LOT 2; THENCE ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 2 AND 3, SOUTH 43 DEG. 52' 42' WEST, 138.53 FEET. ALSO RESERVING THEREFROM A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOT 1 LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: A STRIP OF LAND 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1 AT THE EASTERLY RIGHT—OF—WAY LINE OF WILLIAMS ROAD; THENCE FROM SAID POINT OF BEGINNING AND ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 1 AND 2, SOUTH 89 DEG. 58' 57" EAST, 271.22 FEET; THENCE NORTH 68 DEG. 43' 02" EAST, 198.97 FEET; THENCE SOUTH 63 DEG. 44' 23" EAST, 179.88 FEET; THENCE NORTH 88 DEG. 43' 49" EAST, 211.05 FEET TO THE WESTERLY LINE OF LOT 3 AS SHOWN ON'SAID MAP. CONTINUED Dsos@=4 , . �w �. li 92-34559 ORDER NO. BU -108788 MC PARCEL I -B: CONTINUED THE TRUE POINT OF BEGINNING AND CONTINUING ALONG SAID NORTH LINE NORTH 89 DEG. 36' 36" EAST, 40.69 FEET TO AN ANGLE POINT .IN SAID NORTH LINE; THENCE NORTH 00 DEG. 11' 47" EAST, 38.54 FEET; THENCE SOUTH 46 DEG. 26' 20" WEST, 56.32 FEET TO THE TRUE POINT OF BEGINNING. PARCEL I -C• A PORTION OF THE SOUTHEAST• QUARTER OF SECTION 20; TOWNSHIP 21 LA NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICURLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 20; THENCE .SOUTH 53 DEG. 18' 24" WEST, 118.05 FEET TO AN ANGLE POINT IN THE NORTH LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF.THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47 THROUGH 52 AND THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND ALONG SAID NORTH LINE SOUTH 89 DEG. 38' 36" WEST, 753.27 FEET; THENCE NORTH 85 DEG. 20' 24" EAST, 220.89 FEET; THENCE SOUTH 88 DEG. 34' 32" EAST, 533.27 FEET TO THE TRUE POINT OF BEGINNING. x PARCEL I -D• A PORTION OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG THE NORTH -SOUTH CENTERLINE OF SAID SECTION 20 SOUTH 00 DEG.- 07' 52" EAST, 48.09 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND CONTINUING ALONG SAID CENTERLINE SOUTH 00 DEG. 07' 52" EAST, 116.28 FEET TO AN ANGLE POINT IN THE NORTH LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47 THROUGH 52; THENCE ALONG SAID NORTH LINE NORTH 45 DEG: 21' 51" WEST, 133.55 FEET; THENCE NORTH 76 DEG. 40' 21" EAST, 97.39 FEET TO THE TRUE POINT OF BEGINNING. CONTINUED 92-34559 ORDER NO. BU -108788 MC PARCEL II' A 60 FOOT NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER CORY CANYON ROAD AND CORY CREEK ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47, 48, 49, 50, 51 AND 52. PARCEL III• A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOTS 2, 3, AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE. OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47, 48, 49, 50, 51 AND 52, LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: A STRIP OF LAND 40.00 FEET IN WIDTH LYING 20.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 4 AT THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF CORY CANYON ROAD, THENCE FROM SAID POINT OF BEGINNING AND ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 3 AND 4, NORTH 16 DEG. 37' 39" WEST, 433.48 FEET; THENCE LEAVING SAID BOUNDARY, LINE NORTH' 49 DEG. 22' 53" WEST, 218.57 FEET; THENCE NORTH 05 DEG. 31' 25" EAST, 137.80 FEET; THENCE NORTH 04 DEG. 52' 44" WEST, 245.52 FEET TO THE BOUNDARY LINE BETWEEN SAID LOTS 1 AND 3; THENCE ALONG SAID BOUNDARY LINE SOUTH 76 DEG. 39' . 52" WEST, 228.97 FEET; THENCE NORTH 85 DEG. 25' 33" WEST, 131.06 FEET; THENCE SOUTH 58 DEG. 19' 08" WEST, 60.33 FEET; THENCE SOUTH 17 DEG. 13' 39" WEST, 194.23 FEET; THENCE SOUTH 65 DEG. 39' 04" WEST, 155.92 FEET; THENCE SOUTH 09 DEG. 00' 20" EAST, 128.28 FEET TO THE NORTHEAST CORNER OF SAID LOT 2; THENCE ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 2 AND 3, SOUTH 43 DEG. 52' 42' WEST, 138.53 FEET. PARCEL IV• A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES OVER THAT PORTION OF LOT 2 AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47, 48, 49, 50, 51 AND 52, LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: , A STRIP OF LAND 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: CONTINUED PARCEL IV: CONTINUED 91 r V T 5 9 ORDER NO. BU -108788 MC BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, AS SHOWN ON SAID MAP, AT THE EASTERLY RIGHT-OF-WAY LINE OF WILLIAMS ROAD; THENCE FROM SAID POINT OF BEGINNING AND ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 1 AND 2, SOUTH 89 DEG. 58' 57" EAST, 271.22 FEET; THENCE NORTH 68 DEG. 43' 02" EAST, 198.97 FEET; THENCE SOUTH 63 DEG, 44' 23" EAST, 179.88 FEET; THENCE NORTH 88 DEG. 43' 49" EAST, 211.05 FEET TO THE WESTERLY LINE OF LOT 3 AS SHOWN ON SAID MAP. ml EN® OF DOCUMENT i RESIDENTIAL 41-60-01 92-1812 BPEM r POWELL, Rosemary & Richard -Cory Canyon Rd, Oroville contr: Ken Young new sf z- r 0,-C G 0-,y S olio o ✓too 3 •n. OFFICE COPY Address y i nary �ia.y�f+� ELECTRIC o lj Meter Bey\ i'Yt •��S ` Date —� JOB FINALED (Date) F Signature Owner: ENERGY CERTIFICATION Ar eavx'l, L0C.17 . N DESCRiPT:O`1 OF INSULATION Perait0, A. P. # ROOF MATERIAL 3ZAtp1e CO2E BRAND NAME Cc`-LC�C .THICKNESS ��THERMAL RES. oZ+O EXTERIOR WALL MATERIAL Fiberglass BRAND NAME Certineed THICKNESS. 6 la ' THERMAL RES. l CEILING BATT OR BLANKET TYPE -FIBERGLASS BRAND NAME Certineed THICKNESS F " THERMAL RES. g -."s/,- y g-' 30 LOOSE FILL INSULSAFE III BRAND NAME CERTAINTEED THICKNESS THERMAL RES. _ FLOOR -ELEVATED MATERIAL Fiberglass BRAND NAME Certineed THICKNESS THERMAL RES ._ % g FLOOR -SLAB INTERIOR WALL MATERIAL Fiberglass BRAND NAME Certineed THICKNESS 3�ot y THERMAL RES. I HEREBY CERTIFY THAT THE -ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS IND.IN /dba SHASTA INSULATION LIC.#650722 Ihereby certify the above insula tion and all required items as shown on the building department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment :devices.and materials are of the quality prescribed or are specificC ly approved by the State of Calif. --__ -------------- -------%7--------------- FIRM A OWE LEASE PRINT) STATE CONT. LICi FIRM s- ��? 52 TURE`0IV' GENERALICONT/OWN ER DATE . This ce.rt1ficated"' t be on file with the Building Dept. prior to Final and posted within the building. _ .. .. i ' • "'� ��� is t .Custom Sa Inp,f,,Retal Lumber Sales* ` ? INVOKE #: 54 ` r Specla�izl�pWd'y Cedar NAM% TE: j DAov FOOTHILL MILL DELIVER Ta "• & LUMBER 8= PENTZ ROAD w HARG ! ' COD PREPAY �' PARADISE; 877,4395 RETR' PAID'OUT bEl `BYE P.O. M' PHONE d DEL: DATE `' :• SPECIArORDER$.OPEN-ROOFING'ANp GOODS'CUT TO"ORDER`-ARE 4 .',NON•R9-FUNDABLE =;s PIECES SIZE LENGTH ,' DESCRIPTION AM91J!1T jTsx ;mss, 1�.' r . - a �;; ..nt Anl. .. ,it 3' • yA1F ::� .t �j. '!� oc ZR �c -0, z iE UNDERSIGNED IS THE OWN ER. EMA UR PERSON �y,• - "` -".'� -.. �. i' CHARGE OF •COB 'AND -%H Y NOWLEDGAT SUB TOTAL ftp 'LIVERY AND 'CEIPT U B ATERIALS T�1AT ,! ALL CLAIMSM4T'BE MADEWTTHIN FIV AYS AFTER RECEIPTO!GOODS. ALL MATERIALS RETURNED JND TION PEC H Y AHE; IN GOOD ' - WHICH SHOW NO EVIDFNCE�OF RAVIN BEEN'USEO OR REGRADED WILL BE CREDITED AT fNVOICE 'PRICE:LESS.i5% , . •. c = i' .� '[' ', •-.rv< ' . � 3.•!c'. air j" y. .:i HANDLINO CHARGES:'.�... ,,C _: . ,. •. - . ,.. i : ; TERMS"ALL ACCOUNTS DUE -:AND PAYABLE AIRST OF MOM FOLLOWING PURCHASE. ACCOUNTS �r •t `' '# , �\� NOT PAID By- 10TH PERIODIC RATE OF p PER MONTH MONTH CONSIDERED -PAST` DUE THE F44ANCE CHARGE IS COMPUTED ON A L�1B "Ep ,: �5 ,.,�• �,`���, �'�-•',.,. WHICH I$ AN ANNUAL PERCENTAGE RATE OF I.% CEIVED ' TO�'AL ;, " Certificate8712' %_,91 ...,TH.EUNDERSIGNED. MANUFACTURER HEREBY CERTIFIES that the structural wood products :.:.Jdenfiow,fied6eI ''J`nd. marked with a collective mark of American Wood Systems (AWS) were man-. , a 6factured in,,.,'accordptnqe,with the'specifications indicatedbelow.­'. d•ANSI a 90.1 for Structural Glu'd-L. ii t*' r l% Sta6d 8 3'� A am nn Arl Timina 6 --96006227- Customer's Order No.. Date Mfgr's Order No. 6 3A X.'22 1/2 1/29 signalure "a -Bi 1 - .3 ..:4atS0r*i F. Company Rej.hpm-i a f -% r'-' Address � —'Date-. 15-...22 h IS. HEREBY -CERTIFIED" '.that the structural glued laminated timber production of the above -.named -..,:.manufacturer which carries. a collective mark of American Wood.pystems' :`'::auditb (AWS) is subject to regular by Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing Process, with adequate sampling toverify the, quality of glulam.construction and - the adequacy. of.glue: bond. W4 1W by. EAL 'I. Michael R. O'Halloran Executive Vice President AMERICAN WOOD SYSTEMS — A AELAY90 CORP'O'RATION OF AMERICAN PLYWOOD ASSOCIATION .... ...... . .. ... .... -------------- IfflA l6de•Of orm ance Certificate8712' %_,91 ...,TH.EUNDERSIGNED. MANUFACTURER HEREBY CERTIFIES that the structural wood products :.:.Jdenfiow,fied6eI ''J`nd. marked with a collective mark of American Wood Systems (AWS) were man-. , a 6factured in,,.,'accordptnqe,with the'specifications indicatedbelow.­'. d•ANSI a 90.1 for Structural Glu'd-L. ii t*' r l% Sta6d 8 3'� A am nn Arl Timina 6 --96006227- Customer's Order No.. Date Mfgr's Order No. 6 3A X.'22 1/2 1/29 signalure "a -Bi 1 - .3 ..:4atS0r*i F. Company Rej.hpm-i a f -% r'-' Address � —'Date-. 15-...22 h IS. HEREBY -CERTIFIED" '.that the structural glued laminated timber production of the above -.named -..,:.manufacturer which carries. a collective mark of American Wood.pystems' :`'::auditb (AWS) is subject to regular by Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing Process, with adequate sampling toverify the, quality of glulam.construction and - the adequacy. of.glue: bond. W4 1W by. EAL 'I. Michael R. O'Halloran Executive Vice President AMERICAN WOOD SYSTEMS — A AELAY90 CORP'O'RATION OF AMERICAN PLYWOOD ASSOCIATION .... ...... . .. ... .... -------------- J=OK O = Not OK Not A = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy , Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except^#'Sti 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -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 V=OK O = Not OK = Not Applicable Not Reay RESIDENTIAL (Single ' = Date - • UNDERFLOOR (Plans) OK exceot #'s i - p!Lonjng-Setbacks-Easements,Pfood-Slope Main: Soils-Elec. Gv 3!rtg., Garage; Soils-Steel-Elec. Grnd.-//•;Y� Ftg. Depth ,4 g,,<Porches & Decks; Soils-Steel-,i)41&tg. Depth temw IIs, Main; Ste -Blockouts-Wrapped S'WeL. 131,4 ;ul 6,6fe-mwalls, Garage; St Blockouts-Wrapped 01A ZW 6aAold Downs and Special Anchors V. Slab; Steel -Wrapped 60, /dn"aCA-' /h 4VAA.- S. Piers -Fireplace Ftg.-Steel �11! 9. .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test Loori. Water Pipe; Test -Anchor -Regulator -Service Test 'V'12. Electric; Underground 3. Pienums & Ducts; Clearance- aterial-Support-Ins. i 14. Gir -Siag chor is -Joist -ents Cripples fT 15. Access & Ventilation X 16. Insulation -A n Date Card B-1 Date Card B-1 Date q /5 92 Card B-1 ZtZ, Date Card B-1 Date PLUMBING (Permit) OK exceot k's Water Htr.: Vent-Accss-Combustion Aix -Baffle �17�. Water Pipe. T€51 & An( 1,67".V ; Test -Fittings & Shower Pan: Test, First Floor -Tub Access -------- 20. Test -Tub & Shower, -Second Floor -Tub Access --------------------- - ---------------- -q(;Z1. Gas Pipe: Size & Anchors ------ - -- - --- --- --- Date!/ 2� j.2ard B-1 Date Card B-1 -- - ----------------<-=1--------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's - --22. F' Lure & Transformer Clearance -Ins. Protection - Ole --- -- --------------- --------------- ----- ---- Elec. Receptacles Spacing -Lights & Switches at Doors --- Size Boxes & No. of Conductors -Stapled ---- ------------------------------------------------------------- omexx Installed Close to Edge of Studs & C.J. -- 26. Equip Ground made up w!Mech. Fastners-Bond Gas & Water ----------- - 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --- - ---------------------- '-- ----------------------- 22 Subfeed Wire Size I / ga Cu or AI .C. Wire Size�ga. - Cu or AI ----- ----- ----------------------- -------------- 29. Range Circ. !/(/ ga. Cu or AI -Oven Circ. P ! ga. Cu or Al. -------------- I sulated-Neu------------------- tral ❑ Yes ❑ -No --- - ----------------- -- ------------ --- ---------------------- Service -Riser Conductors & Ground -Main Disconnect - --------------------------------------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light ---------- --- -- - ---- ----- ---- ---- -------------------------------------- Smoke Detector --------- --- -----------------------------------------------------------, ----- Date Card B-1 Date Card B-1 -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except a's 4. A C. Ducts Insulation & Support j�irVent Fan: Exhaust above insulation 36. - Condensate Drain & Overflow; Size & Grade ------- -� ------------------------------------ -- -- ----------------------------------------------- ----- ---- 32-f-urnance-Vent_ Access -Comb. Air Vent -115 outlet -34-Attic Access & Platform if Furnance in Attic - -------------------------------- ----------•-------------------------------------- Date Card B-1 Date Card B-1 ------------------ --- ------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's Is. Proper Material & Anchors -- -- ---------------------------------------- Is Studs -Nailing. Spacing & Bracing -Plates -Sound - - -- - - - - ------------------------------------------------------ Its --------------------------------------------------- lls over Girders & Floor Nailing -- --- - - - --------------------------------------- ------------------- 2. Draft Stop in Walls (rat proof) -- -- -------------- F' Stops: F ------------------ ------------- -- urred Ceilings -Stairs -Chases -Tub --- - ---------------------------. Headers & Beam -Size & Bearing i & Duplex) " Date FRAMING (Continued) --- Har ers-Post Caps -Anchors -Connectors _ Cing. Joist-Rftr. ties-Purlin-roof Bra c-Truss-Shthng. -Rfng. --- 4ace ies or Type_Fireplace Throat clearance �tii#F+e-AtC285 Size & Romex Protection -Draft Stop -Ins. Baffles %' L rm. Windows o bilin 4�oors-Sill Hgt. & Dimensions --t�`--F------ - - -(gage Fire Protection Framing erty-Line Firewall & Openings xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriggers 55. ing-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 1.�!fGI ng Area -Glass Protection -Skylights -Plastic -------------- --- _ Shear Walls; Nailing -Bolts �Sy Insulation -Walls -Ceilings _ - 60. Infiltration -Walls -Windows ---- Date/✓f'z6ard B_1j Date _ Card B-1 Date Z and B-1 Date Card B-1 Date INA .(Plans) OK except ft's xt. Steps -Door &Sidelight Protection -Landings ----------------------- --- - - 2. Smoke Detector --------------- ---------- - 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Above Floor -Ducts -Meth. Protection ------------ --------------- 5. -,erage: om xiting Fixtures & Tub Access -Spa 66. Ejec. Trim & Subpanel; Breaker Sizes & Labels ------------ -------- _______ Stairs -Rails Fireplace or Stove: Clearances -Hearth Elec. Outlets at Wood Panel; Int. &Ext. 7 Kit.Fixt &-_Appliance; Grnd_ Air Gap -Cooking Clearance . Outlets &Receptacles at Kit. Counter ---- --- 2.ara a Fire Door Swing -Landing -Closer ---- C..DUc in Garage -Damper- ------- ------- -- - - -- tr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. n a�age: Above Floor -Meth. Protection - lb.. Elec. -& Mech Equip. Listed for Location 76 ec. Receptacles in Garage; (G.F.I.)-Romex Protection -- - ----- ------ -- ---_ n -Foam -Looked in Attic _ ❑ Yes - Guard Rails & Deck Construction -Post Caps / 7 . do Vents & Crawl Hole Door -Drainage & Wood -Earth v Clearance Looked under Floor ❑ Yes 80. Following instld. Drive &Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ N --------- ------------ -- - ---- t rsa'Stucco Blown -F' ' -unit_Disconnect. Electrical, Plumbing - - - - ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to O Wings _ f1Nell: Disconnect, Electrical, Plumbing Exte r Elec. Trim: G.F.I. Receptacle -Underground . entilation Throughout House - ------------------------------------- -- Glass Protection -------------------- 88. ---------------88. Corrections from Previous Inspections --- ---------------------------------------- dE?-8asi2st-Meters Tagged; Gas -Electric --------------------------- 90. ------------------------ 90. Water & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate Other Certificates 4'e Card B 1 Date Card B_1 - - Card B-1 t Date Card 8-1 Card B-1 Date Card B-1 Comments at Final: -------------------------- �7-s-._rr-.-- •--^rwrl'r!s+'�-..s`l; ",:r•�-• ��._k..c�C� /�,p;�st�•,.r + � k R. COUNTY OF BUTTE l DEPARTMENT OF PUBLIC WORKS ry 1469 Humboldt Road, Chico, CA - (916) 891'=2751 ;.7 County Center Drive, Oroville, CA - (916) 538-7541. 747 Elliott Road, Paradise, CA - (916) 872-6307 � t CORRECTION NOTICE ^T ! r t: r Date Inspector REV 1 7 91 V _AWNERk\ PERMIT NO. y A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, contact this office immediately. }please V ,t 11 1114 C,r E±1�I f ,t r/`'a [� . a Sim �c�' !" ra..u•t�---.� t ^T ! r t: r Date Inspector REV 1 7 91 V -4 - COUNTY t COUNTY OF BUTTE BUILDING DIVISION �.� DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 ` .r 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE r X - OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work Z is comp) fid. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. n C7 ,•i, vc a, . � m ,,•r. d F Date D Inspector r REV 10692 Al . jG 1 fl r !�V o , rro c /? f- / 8w LfitC. fi L7 r! y 42 Date Inspector REV 11/91 COUNTY OF BUTTEti DEPARTMENT OF PUBLIC WORKS t, 1469 Humboldt Road, Chico, CA - (916) 891-2751 s ' 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 s CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at . the above address and should be corrected. Please notify this office when correction of'work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleas�ntact lthis office immediately. Al . jG 1 fl r !�V o , rro c /? f- / 8w LfitC. fi L7 r! y 42 Date Inspector REV 11/91 COUNTY OF BUTTE - DaPARTMENT OF PUBLIC WORKS PEAMIT 7 County Center Drive - Orovllle, California 06985 - Telephone: 016.'538=7541 /017 APPLICATION AND PERMIT r A110900014 041-600-001 N U A 5 _ I ' BUILDING PERMITL=,, ow" RICHARD &ROSEMARY POWELL a 895-026026 7 SO. FT. OCC. BUILDING VALUATION 4239 R 228,906 . OWNER'S MAILING ADDRESS 3023 CLARENCE CRT CHICO 95926 962 M 17,316 CONTRACTOR'S NAME KEN YOUNG TELEPHONE 873-2701 V(J 88 C 1,14�F CONTRACTOR'S MAILING ADDRESS P.O. BOX 157 PARADISE 95969 Fireplace "All 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation Is 248,866 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 1119.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 559.50 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING A33435 CORY CANYON RD OROVILLE Permit fee $ 1713.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 14 5.00 90.00 Solar or heat pump water heater 20.00 LOT NO. 1 ]/ SUBDIVISION NAME PARCEL MAP 115-47 Water piping 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New�j Addition❑ Remodel❑ Utilities❑ Installation❑ Other E] Describe work: 4 RnRM Permit Fee $ 1-32.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200A TO 1000A) 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.SINGLE 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 r 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.&1 OR ADDNS. ACC, SLOGS. II _37.50 3.6Q sq.ft. NEW CONS TR ULT, -OUTLET NON-RESID� BRANCH CIRC ITS @ 5.00 POWER APPARATUS & OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 7611 FIXED APPLNS. Ex. Occup. OUTLETS (RESID )REA.1 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00l,0 Permit Fee $ 2 - 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 f Consent to Self -Insure. 1 shall not employ any person in any manner so A 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 1 15.00 Heating 2 9.0 18.00 2 SPLIT Cooling 2 16.5 33.00 Hood 6.50 6,50 Ventilation 5 4.5 22.50 Permit Fee $ 95.00 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s County in co equence of the granting of this per it. X Date S <�" /f � Signature of Applicant - OwneTV Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and dem�iolZq��rtco 2t - ion of structures over 3 stories in height. `ij (( Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 �j CON ��'"PE %�I� TOTAL FEE $ 2,196.00 HAz OFEES IMP -� F 0 CDF PA L PD HD ISSUE This permit is hereby Issued under the P Y sions of the Butte County Code and/or work indicated above for which fees T R OF PUBLIC BY Q)�� EXPIRES Date 0,0 V applicable rovi- PP P resolutions to do have been paid. WORKS Date -314Z- ��,� 7 Receipt No. _ WHITE-D.P.W., YELLOW -ASSESSOR, PINK•INSP TOR. GOLDENROD -APPLICANT q, . -P the, V , Tk.Z. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive -;Oroville, California 95965 - Telephone: 916 '538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESS R PARC. L NUMBER - o� - ZONING v BUILDING PERMIT O WN E" /, It LC � IC/Q. 0 1�� r--,/-/�o TELEPHONE � SO. FT. OCC. BUILDING VALUATION Z Z V OWNER'S MAILING ADDRESS CONT TO SNAME DJ TELEPHONE 19-73-Z_7o I C NT CTOR/1/� MAILING ADDRESS t -91 Fireplace CONSTRUCTION LENDER. UNKNOWN Total Valuation I$ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee g t ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee g Energy Plan Checking Fee $ vV rO ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty g BUILDING ADDRESS � 3 orgy ' C roti �D Permit fee s PLUMBING PERMIT FiIi gFee 15.00 Each Trap 1XNJ 5.00 qQ,0,V Solar or heat pump water heater 20.0011 LUT N%O. SUBDI VISION.N AME PARCEL MAP _ c.l Water piping 7.00 (J O Each qas water heater or vent 7.00 610 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other sPEcl Fr Gas piping system 1 - 5 outlets 5.00 r a Building sewer 15.00 Mobile Home S G W 6;; 15.00 TYPE OF WORK New Addition i Remodel L__' Utilities ❑ Installation[ Other E]Permit Describe work: #1 Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600A DOR LESS 18.50 ' Main service 20CATO 1000A1 37.501CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 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 'Jo. Classification LJ 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.( ACC. BLOGS. DWELLING OCCUP.&) 3.6Csq.ft. NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRCUITS) @ 5.00 (POWER APPARATUS a� (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES FAL.O 76d Ex. OCCUp. OUTLETS PIRESIO IFIXED APLNS.KEA.) I 3.00 Temporary service 15.00 7; Mobile Home Facilities 15.00 Misc. Wiring 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. ❑ 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 , Q Hood 6.50 12 9 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 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 saidWounty in conseq�je�n�ce of the granting of this permit Xw -� Date �Z Signature of Applicant — Owner El ] Contractor ❑ Agent ❑ An OSHA ion of structuresover3gstories oineha excavations over S'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ 4AL19r OCC CONST TYPE (50 TOTAL FE fta, HA2 0FEES IMP --- FL DD CDF —� PARce> :/ PO HO SSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date 2 -7) _ // � Receipt No. J r / WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDEN O -APPLICANT COUNTY OF BUTTE - DEPARTMENT'OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95960 - TELEPHONE (916) 539-7541 PERMIT APPLICATION DATA SHEET OWNER ,E21G D v / 10"d LefI—L o, De -ll -467d D/ Proposed Building Use �� Building Inspector Date o� 7/r f At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items h ve been submitted . ........................................ 2. Plot plans/4 sets, signed by preparer of plans . ..........................� —�- 3. Complete p ans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ............................................ 6. nergy Design Compliance and supporting documentation . ................. . t tement of Intent for Non -Heated and A/C Buildings . ...................... gineered truss details and layout in duplicate (required prior to plan check). .... Mobilehomg data a d manufacturer's installation instructions, 2 sets. ........... Fees. of $ / ss�'s- __._�__ ........................................ 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ........................ Flood elevation letter (100 year fl)yy. ifornia Engineer. . . 14. Sanitation and plot plan approva i L Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ IS ­Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. . 20. Pre -inspection for to Building Ins req p required. . to Building lnspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner Mail to owner ) ............ 4. Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ 26. Copy.of recorded deed of parcel creation and 60 right of way to a public road. ..... � 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance. 29. Documentation of legal access . ........................................ 1� 30. Documentation of 50% subdivision developed or (A) Road improvements completed s and (B) Parcel meets zoning area and frontage requirements . ............... �cisting violations/expired permits. ...................................... Plan checklist . 33. 34. When yo-issue thWS rmit process as follows: Ma' t�/��lner. Mail to contractor. Telephone �=(� and hold for pickup at �/`� / office. Deliver with inspector. j Other /71 Parcel Creation Acreage J Applicant �'" Date S a Z Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Copy of plans sent Health Dept. Fire Dept. Other The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: n Date Date Z ew ' , t checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Contractor, designer, owner, was adr' ed of above require a by _ phone _ mail Plans checked by !' Date 1, ' Plans approved by_ Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Counter by _ Date Inter by _ Date _ Date TO: Building Department d FROM: Encroachment Permit Section RE:, Driveway Clearance wey ` owner loc tion AP # r Driveway permit �/r/v�i]� has been is ue for the above property. 17 si ature date TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance 00kV 6q1UY0A) q Owner Location AP# Plan Approved for: Fold final for: - Final clearance O.K. for: Sewaqe Disposal %< Water Supply wed/ Clearance for bedroom mobile home. Other Water Supply Water Supply NOTE Date Sanitarian C ` COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER &Wl� A. P. NO. PROPOSED BUILDING USE �j DATE REC. # DATE REC 1. School Distric Fees (paid at District Office) Z. -Sheriff Fees (paid at�Building Department) Residential ......... X 7 z unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commeric_al(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other At time -of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE RESIDENTIAL PLAN CHECKING GUIDE 8/91 .(S.F., DUPLEX & MISC. ONLY) ����// Bldg.Per it-# D 2- g Peg LL # A.P. - D Plan Checker GE NERAL ing requirements: (sideyards and number of permitted living units) Plans signed by designer. f4�Proper description of work on application. 5—Zx—ist ing violations on property. 6 tems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7.—Recorded notice of violation. PLOT PLAN omplete parcel size and dimensions. -7,(3' Ag�Setbacks, sideyards, easements, etc. ther buildings or structures. 4. rading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDR, fire sprinklers, ron-comb- ustible,.and foundations). FAU & FAS road setback. 8. Building or utilities across lot lines (Record form). FLOOR PLAN �te'tol'scale,plan with dimensions.. required -windows for light and ventilation (Sec. 1205)° 3..,.- quired-windows for second exit�(Sec. 1204)., 3zg (Chapter 34 & Sec. n impact glass (Sec. 5406). Feqjuired'room`sizes,ceiiing heights (Sec. 1207). 7d, s in baths, garage, kitchen, and exterior outlets (Article 210-8). 8'. Light fixtures,'switches, receptacles, and exterior receptacles for main- "t'enance of mechanical equipment. 9 Locations of water heater, heating and cooling equipment, other electrical gas equipment. 1�" �a firewall, door size, and closer (Sec. 503(d)(3)). 1'�- 3'0" exterior exit door (sec. 3304 (f). 1� F' ace and wood stove location alcoves and clearance. 1 S ke detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS -I---&n�ard bracing or engineered design (Table 2.5V) 9-1--Unusual•shape, size, or split level house requiring lateral design. a----ta-erestory requiring balloon -framing and/or engineering. story building requiring engineered calculations and plans. 5. undation plan complete enough to construct building. Floor construction details complete enough to construct building. 7. levations and wall construction details complete enough to construct building � Roo construction details complete enough to construct building. replace construction details and talcs if necessary. 1•., fter es --bearing d eing r'a be do r, or pore izes. 1 Stud heights. i Adobe soils - special foundation design. IRetaining walls requiring design. 15. Special Inspection required. --7 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails 0306). 2. Guardrail details (Sec. 1711 & 3306(j). or stone veneer (Chapter 30). 44. terior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). 0o c ering type - (fire hazard). oam insulation - protection. 36" halls and stairways. 97- �31ngjarea over garage - complete 1 -hour separation g supporting walls and posts, etc. ex'ts on three-story dwellings (sec. 3303 & see 1 ess and ventilation (Sec. 3205). 1 U erf loor access and ventilation (Sec. 2516). 1 . Combustion air for fuel burning appliances - L.P.G. requirements on duplexes. orgy design. 1 lashing at all exterior openings. onsible area requirements. V91 requi=red on garage side Mezannines - 1716). requirements. p w 0-5 R-- D i—A I-4 EE T /.rig (5 -7 q P -K -- I --Z" ��.�,its`'�,_T:<rP'*`"�robi"'.,?p''t"",,;7�.[L,�y-w'�1*`e..�-w�^�"T*T"arttT�h7S•�::a..��t+«✓'%' Tr a i " v.�ryc:.>s-^F.+vj'"".''n"'..�'if+++k.V`�",r.„"o.v+"••�r'naw�...rr...y,.7.•'-- r,...� i,�r'•v y;'}'q,.;�v�'.�'�t'r {.W;�T"� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) y School District U Ir 1 Building Department No. A.P. Number ' " Jurisdiction (.J City County Property Owner I , d1USf'1Ma y Property Location/Address _ co_ _CQN N h(x{� P��f Subdivison _ _— _ _ Lot No.� Residential Development (_] Sq. Footage q,a 3 9 No. of Living'' MHi Addition, (Group R) Commercial/Industrial Depart Units I ! Sq. Footage New �� � /Aj�lition (Including Exterior Roofed Areas) i epresentative Date (Floor Plans revie fed by School District Personnel,_._._..: District Identification No. —School District certifies that A 01 (§Ireet Address) 0 ' Ile ello, (Applicant) (Phone Number) ,r'' (State) (Zip Code) E complied ,with. the require a is 94esorua by payment of s i ep gnting C� 3 / ....--square feet. District Representative t Paid by Check Number / Bank'Number. a6' U. _ � Paid by Cash Date { f If, subsequent to the School District Representative signing thh*i Butte County Schools Impact Fee "Certification Form, the School District is notified by the app iicable Local Planning Agency that this project is being reviewed under the California Environmental Quality(CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) .�w ReEG'rnito DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 16-8.1 of the Butte County Code requires this acknowledgement be. recorded Jut '3 1 1991 prior. to issuance of a building prmit. WITH The pr. opert v described herein is adjacent SOT CQlopwty to Land or included within an area zoned for agr.i.cult..ur.al purposes, and residents of this property mr.1y be subJect toincon- ven:i e,nccs or d i.scomfort arising from the use of agr.:icult.:ura.l chemicals, -including, but not l.imiLed to herbicides, pesticides, F—qj-034559 and ferL:iTizers; and from the pursuit of agr.i.cu.l t u r a 1 operations including,. but not J:i.m:i.I:ed to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, .smoke, noise, and odor. Butte County has estab L.i shed agr i c.u.l - Lural zones which have as a priority use for productive agricultural. purposes, and r.es.i.deuts within said zones and on adjacent property should be prepared to accept such inconvenience. or' discomfort from normal, necessary farm operations. H All that real property situate in the County of Butte, State of California, dcscri-bed as f 01.1ows : Date: ii Y in, 1992 State of CALIFORNIA) ) SS. County of BUTTE ) On this the 30TH day of the undersigned Notary Public, personally appeared E] Personally known to me. OX Proved to me on the b�isis of satisfactory ev.idenc.:c. [:o be the person(s) whose name(s) ARE subscribed to the within instrument and acknowledged Oat THFY executed the same .for the purposes therein contained. TN WJfTNESS WHEREOF, I hereunto set my hand and official seal. Nlak�+Nu�uluuN►�iNiwlulluulanuunnitnlnlulllule OFFICIAL SEAL (n -e 969631 BARBARA 8. WRIGLEY Present A.P. No . NOTARY PUBLIC • CAL10ORN1A N Notary Pub .-i c COUNTY OR PUTT@ D /� / �6�� 2 MY Co^lmiselon EXPIre9 March 1A, 1996 n �" (� � ,j ilutlulu1u111n111u11111111111u111111n111t111111111111H111t111Ni e S EXHIBIT "A" ORDER NO. BU -108788 MC DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I -A• LOT :1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,. STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47, 48, 49, 50, 51 AND 52. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOT 1 LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: A STRIP OF LAND 40.00 FEET IN WIDTH LYING 20.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 4 AT THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF CORY CANYON ROAD, THENCE FROM SAID POINT OF BEGINNING AND ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 3 AND 4, NORTH 16 DEG. 37' 39" WEST, 433.48 FEET; THENCE LEAVING SAID BOUNDARY LINE NORTH 49 DEG. 22' 53" WEST, 218.57 FEET; THENCE NORTH 05. DEG. 31' 25" EAST, 137.80 FEET; THENCE NORTH 04 DEG. 52' 44" WEST, 245.52 FEET TO THE BOUNDARY LINE BETWEEN SAID LOTS 1 AND 3; THENCE ALONG SAID BOUNDARY LINE SOUTH 76 DEG. 39' 52" WEST, 228.97 FEET; THENCE NORTH 85 DEG. 251. 33" WEST, 131.06 FEET; THENCE SOUTH 58 DEG. 19' 08" WEST, 60.33 FEET; THENCE SOUTH 17 DEG. 13' 39" WEST, 194.23 FEET; THENCE SOUTH 65 DEG. 39' 04" WEST, 155.92 FEET; THENCE SOUTH 09 DEG. 00' 20" EAST, 128.28 FEET TO THE NORTHEAST CORNER OF SAID LOT 2; THENCE ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 2 AND 3, SOUTH 43 DEG. 52' 42' WEST, 138.53 FEET. ALSO RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOT 1 LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: A STRIP OF LAND 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1 AT THE EASTERLY RIGHT-OF-WAY LINE OF WILLIAMS ROAD; THENCE FROM SAID POINT OF BEGINNING AND ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 1 AND 2, SOUTH 89 DEG. 58' 57" EAST, 271.22 FEET; THENCE NORTH 68 DEG. 43' 02" EAST, 198.97 FEET•; THENCE SOUTH 63 DEG. 44' 23" EAST, 179.88 FEET; THENCE NORTH 88 DEG. 43' 49" EAST, 211.05 FEET TO THE WESTERLY LINE OF LOT 3 AS SHOWN ON SAID MAP. CONTINUED PARCEL I -B: CONTINUED ORDER NO. BU -108788 MC THE TRUE POINT OF BEGINNING AND CONTINUING ALONG SAID NORTH LINE NORTH 89 DEG. 36' 36" EAST, 40.69 FEET TO AN ANGLE POINT IN SAID NORTH LINE; THENCE NORTH 00 DEG. 11' 47" EAST, 38.54 FEET; THENCE SOUTH 46 DEG. 26' 20" WEST, 56.32 FEET TO THE TRUE POINT OF BEGINNING. PARCEL I -C: A PORTION OF THE -SOUTHEAST- QUARTER OF SECTION 20; TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 20; THENCE SOUTH 53 DEG. 18' 24" WEST, 118.05 FEET TO AN ANGLE POINT IN THE NORTH LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF: MAPS, AT PAGE(S) 47 THROUGH 52 AND THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND ALONG SAID NORTH LINE SOUTH 89 DEG. 38' 36" WEST, 753.27 FEET; THENCE NORTH 85 DEG. 20' 24" EAST, 220.89 FEET; THENCE SOUTH 88 DEG. 34' 32" EAST, 533.27 FEET TO THE TRUE POINT OF BEGINNING. PARCEL I -D• A PORTION OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG THE NORTH -SOUTH CENTERLINE OF SAID SECTION 20 SOUTH 00 DEG. 07' 52" EAST, 48.09 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND CONTINUING ALONG SAID CENTERLINE SOUTH 00 DEG. 07' 52" EAST, 116.28 FEET TO AN ANGLE POINT IN THE NORTH LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47 THROUGH 52; THENCE.ALONG SAID NORTH LINE NORTH 45 DEG: 21' 51" WEST, 133.55 FEET; THENCE NORTH 76 DEG. 40' 21" EAST, 97.39 FEET TO THE TRUE POINT OF BEGINNING. CONTINUED ' C ORDER NO. BU -108788 MC PARCEL II• A 60 FOOT NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER CORY CANYON ROAD AND CORY CREEK ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47, 48, 49, 50, 51 AND 52. PARCEL III• A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THAT PORTION OF LOTS 2, 3, AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY -OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47, 48, 49, 50, 51 AND 52, LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: A STRIP OF LAND 40.00 FEET IN WIDTH LYING 20.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 4 AT THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF CORY CANYON ROAD, THENCE FROM SAID POINT OF BEGINNING AND ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 3 AND 4, NORTH 16 DEG. 37' 39" WEST, 433.48 FEET; THENCE LEAVING SAID BOUNDARY: LINE NORTH 49 DEG. 22' 53" WEST, 218.57 FEET; THENCE NORTH 05 DEG. 31' 25" EAST, 137.80 FEET; THENCE NORTH 04 DEG. 52' 44" WEST, 245.52 FEET TO THE BOUNDARY LINE BETWEEN SAID LOTS 1 AND 3; THENCE ALONG SAID BOUNDARY LINE SOUTH 76 DEG. 39' 52" WEST, 228.97 FEET; THENCE NORTH 85 DEG. 25' 33" WEST, 131.06 FEET; THENCE SOUTH 58 DEG. 19' 08" WEST, 60.33 FEET; THENCE SOUTH 17 DEG. 13' 39" WEST, 194.23 FEET; THENCE SOUTH 65 DEG. 39' 04" WEST, 155.92 FEET; THENCE SOUTH 09 DEG. 00' 20" EAST, 128.28 FEET TO TIME NORTHEAST CORNER OF SAID LOT 2; THENCE ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 2 AND 3, SOUTH 43 DEG. 52' 42' WEST, 138.53 FEET. PARCEL IV• A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES OVER THAT PORTION OF LOT 2 AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47, 48, 49, 50, 51 AND 52, LYING WITHIN THE FOLLOWING DESCRIBED PARCEL: A STRIP OF LAND 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF TIME FOLLOWING DESCRIBED CENTERLINE: CONTINUED ;Q. ORDER NO. BU -108788 MC PARCEL IV:_ CONTINUED BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, AS SHOWN ON SAID MAP, AT THE EASTERLY RIGHT-OF-WAY LINE OF WILLIAMS ROAD; THENCE FROM SAID POINT OF BEGINNING' AND ALONG THE BOUNDARY LINE BETWEEN SAID LOTS 1 AND 2, SOUTH 89 DEG. 58' 57" EAST, 271.22 FEET; THENCE NORTH 68 DEG. 43' 02" EAST, 198.97 FEET; THENCE SOUTH 63 DEG. 44' 23" EAST, 179.88 FEET; THENCE NORTH 88 DEG. 43' 49" EAST, 211.05 FEET TO THE WESTERLY LINE OF LOT 3 AS SHOWN ON SAID MAP. K' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Powell Residence Date........ 10/27/92 Project Address........ Lot 17 Cory Canyon Butte County Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check/ Date MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced GENERAL INFORMATION Conditioned Floor Area..... Building Type.... .. ... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Infiltration Control....... 4239 sf Single Family Detached Front Facing 110 deg (E) 1 2 Raised Floor (Package E) Standard BUILDING SHELL INSULATION Component Insul Type R -value Location/Comments Wall Door Roof Floor Glazing Orientation R-19 FRONT, LEFT, R-0 FRONT, LEFT, R-30 TO ATTIC R-19 RAISED FLOOR BACK, TO GARAGE, RIGHT BACK, RIGHT, TO GARAGE GLAZING Area # of Interior Exterior (sf) Panes Shading Shading Window Front (E) 34.5 2 Window Front (E) 34.5 2 Window Right (NE) 89.0 2 Window Front (E) 16.0 2 Window Front (E) 14.0 2 Window Front (E) 25.0 2 Window Right (NE) 16.0 2 Door Front (SE) 11.0 2 Window Front (SE) 14.0 2 Window Front (SE) 8.0 2 Window Front (E) 42.0 2 Door Front (E) 22.0 2 Window Front (SE) 24.0 2 Window Left (S) 96.0 2 Window Left (SW) 162.5 2 Door Left (S) 28.0 2 Door Left (S) 18.0 2 Window Back (W) 20.0 2 Window Back (W) 7.1 1 Door Back (W) 11.0 2 Window Back (W) 64.0 2 Window Back (NW) 10.0 2 M 1� drapes 50% BUG SCREEN drapes 50% BUG SCREEN drapes None drapes 50% BUG SCREEN drapes 50% BUG SCREEN drapes None drapes 50% BUG SCREEN drapes None drapes 50% BUG SCREEN drapes None drapes None drapes 100%BUG SCREEN drapes 50% BUG SCREEN drapes 50% BUG SCREEN drapes 50% BUG SCREEN drapes No drape , �G S drape 5 % Bu It1 ®ra ms None pes� EEN dra e' . I � P SCREEN Framing Overhang Type None Metal Yes Metal None Metal None MetalMul Yes MetalMul None MetalMul None MetalMul Yes Wood Yes Metal Yes MetalMul Yes Metal Yes Wood None Metal None Metal None Metal Yes Wood Yes Wood None Metal None Metal None Wood None MetalMul None M ta1Mul •, / ERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 g CF -1R roject Title.......... The Powell Residence Date........ 10/27/92 MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced Glazing Orientation Window Window Door Window Window Window Window Window Window Type Lef t Back Back Back Back Back Back Right Right (SW) (NW) (NW) (NW) (W) (W) (N) (N) InteriorVert InteriorHorz InteriorHorz Area (sf ) 75.0 90.0 11.0 36.0 8.0 66.0 9.0 54.5 4.19 jjj __i / Area (sf ) 249 653 558 GLAZING # of Interior Panes Shading 2 drapes 2 drapes 2 drapes 2 drapes 2 drapes 2 drapes 2 drapes 2 drapes 2 drapes Exterior Framing Shading Overhang Type 50% BUG SCREEN Yes Metal 50% BUG SCREEN None Metal None Yes Wood 50% BUG SCREEN Yes MetalMul 50% BUG SCREEN Yes MetalMul 50% BUG SCREEN Yes Metal None None MetalMul 50% BUG SCREEN Yes Metal None Yes Metal THERMAL MASS Thickness Hard Surfaced/ (in) Exposed Location/Comments 1.0 Yes Shower/Tub Enclosures 1.0 Yes Foyer/Bathes/Kit./Nook 0.5 Yes Liv.Rm./Dining/Hall ASSUMED HVAC SYSTEMS Assumed System HeatPump AirCond Actual System Assumed Duct Efficiency Location 8.5 HSPF Crawlspace 13.82 SEER Crawlspace ACTUAL HVAC SYSTEMS Duct R -value R-5.79 R-5.79 Actual Output Manufacturer and Model # Efficiency (Btuh) (or approved equal) Heating See Remar Cooling See Remar Cooling Coil Carrier 38YD 048-060/30 Same as above CEC Maximum output for Gas Central Furnaces: System Type Storage, Electric WATER HEATING SYSTEMS Tank # of Vol Heat (gal) 2 47.5 R-12 or Greater Manufacturer and Model # Blanket (or approved equal) Yes STATE 510 PV-52-20RT-F Btuh Energy Credits Recovery CERTIFICATE OF COMPLIANCE: 'RESIDENTIAL Page 3 CF -1R Project Title.......... The Powell Residence Date........ 10/27/92 MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced SPECIAL FEATURES/REMARKS The CF -3R assembly for the roof shows a worst case scenario of 2x8 construction. This was used to ease plan check. Water heating efficiencies were verified by the C.E.C. 10/26/92. Hot water recovery system is to be installed and documented. Weighted Average SEER & HSPF Values. ----------------------------------- 4 ton unit serves 1314 S.F. 14.3 SEER 8.75 HSPF 5 ton unit serves 2925 S.F. 13.6 SEER 8.40 HSPF (( 1314 x 14.3 ) + ( 2925 x 13.6 ) / 4239 ) = 13.82 Avg. SEER (( 1314 x 8.75 ) + ( 2925 x 8.40 ) / 4239 ) = 8.51 Avg. HSPF COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with 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 responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... Brant Nightingale Company. Designer Address. 330 Circlewood Drive Paradise, Ca. 95969 Phone... (916) 877-4589 License. Signed ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, CA 95926 Phone... (916) 894-8466 Signed to OWNER Name.... Mr. & Mrs. Richard Powell Company. Address. 3023 Clarence Street Chico, CA 95926 Phone... (916) 895-0267 Signed ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Powell Residence Date........ 10/27/92 Project Address........ Lot 17 Cory Canyon Butte County Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced MICROPAS3 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 36.07 22.61 13.46 Space Cooling.......... 18.91 19.88 -0.97 Water Heating.......... 4.81 7.96 -3.15 45357 1.00 Setback Total 59.79 50.45 9.34 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 4239 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 110 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 1 Conditioned Volume......... 45357 cf Footprint Area ............. 3976 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 26.4 % of FA Average Ceiling Height..... 10.7 ft BUILDING ZONE INFORMATION Floor # of Vent Special Cond- Area Volume Dwell Thermostat Height Vent Area Zone Type itioned (sf) (cf) Units Type (ft) (sf) HOUSE Residence Yes 4239 45357 1.00 Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Powell Residence Date........ 10/27/92 MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced Area Surface ( sf ) OPAQUE SURFACES U- Insul Act Solar Location/ Form 3 value R-val Azmth Tilt Gains Comments Reference HOUSE 1 Wall 1126 0.048 R-19 110 90 Yes 2 Wall 249 0.048 R-19 65 90 Yes 3 Wall 346 0.048 R-19 155 90 Yes 4 Door 9 0.330 R-0 155 90 Yes 5 Door 18 0.330 R-0 110 90 Yes 6 Wall 503 0.048 R-19 200 90 Yes 7 Wall 27 0.048 R-19 210 90 Yes 8 Door 20 0.330 R-0 200 90 Yes 9 Door 15 0.330 R-0 200 90 Yes 10 Wall 876 0.048 R-19 290 90 Yes 11 Wall 214 0.048 R-19 245 90 Yes 12 Wall 425 0.048 R-19 335 90 Yes 13 Door 9 0.330 R-0 290 90 Yes 14 Door 9 0.330 R-0 335 90 Yes 15 Wall 88 0.065 R-19 290 90 No 16 Wall 380 0.048 R-19 20 90 Yes 17 Wall 136 0.065 R-19 20 90 No 18 Door 28 0.330 R-0 20 90 Yes 19 Door 18 0.330 R-0 20 90 No 20 Roof 3976 0.023 R-30 0 0 Yes 21 Floor 3976 0.037 R-19 0 0 No GLAZING SURFACES FRONT FRONT FRONT FRONT FRONT LEFT LEFT LEFT LEFT BACK BACK BACK BACK BACK TO GARAGE RIGHT TO GARAGE RIGHT TO GARAGE TO ATTIC RAISED FLOOR WALL.R19.R5 WALL.R19.R5 WALL.R19.R5 None None WALL.R19.R5 WALL.R19.R5 None None WALL.R19.R5 WALL.R19.R5 WALL.R19.R5 None None None WALL.R19.R5 None None None ROOF.HORZ.30 None SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE 1 Window 19.5 2 Metal Slider 0.65 110 90 0.77 drapes 0.66 2 Window 15.0 2 Metal Slider 0.65 110 90 0.77 drapes 0.66 3 Window 19.5 2 Metal Slider 0.65 110 90 0.77 drapes 0.66 4 Window 80.0 2 Metal Fixed 0.65 65 90 0.77 drapes 0.66 5 Window 15.0 2 Metal Slider 0.65 110 90 0.77 drapes 0.66 6 Window 6.0 2 MetalMul Slider 0.65 110 90 0.71 drapes 0.61 7 Window 14.0 2 MetalMul Slider 0.65 110 90 0.71 drapes 0.61 8 Window 25.0 2 MetalMul Fixed 0.65 110 90 0.71 drapes 0.61 9 Window 16.0 2 MetalMul Slider 0.65 65 90 0.71 drapes 0.61 10 Door 11.0 2 Wood Hinged 0.65 155 90 0.67 drapes 0.57 11 Window 14.0 2 Metal Slider 0.65 155 90 0.77 drapes 0.66 12 Window 8.0 2 MetalMul Fixed 0.65 155 90 0.71 drapes 0.61 13 Window 42.0 2 Metal Fixed 0.65 110 90 0.77 drapes 0.66 14 Door 22.0 2 Wood Hinged 0.65 110 90 0.67 drapes 0.57 15 Window 10.0 2 MetalMul Slider 0.65 110 90 0.71 drapes 0.61 16 Window 9.0 2 Metal Fixed 0.65 65 90 0.77 drapes 0.66 17 Window 24.0 2 Metal Slider 0.65 155 90 0.77 drapes 0.66 18 Window 40.0 2 Metal Slider 0.65 200 90 0.77 drapes 0.66 19 Window 28.5 2 Metal Slider 0.65 210 90 0.77 drapes 0.66 20 Window 28.5 2 Metal Slider 0.65 210 90 0.77 drapes 0.66 21 Door 28.0 2 Wood Hinged 0.65 200 90 0.67 drapes 0.57 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Powell Residence Date........ 10/27/92 MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced OPAQUE SURFACES GLAZING SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf) value R-val Azmth Tilt Gains Comments Reference HOUSE Glass Shade Gls+ Surface (sf) Panes Type 1 Wall 1126 0.048 R-19 110 90 Yes FRONT WALL.R19.R5 2 Wall 249 0.048 R-19 65 90 Yes FRONT WALL.R19.R5 3 Wall 346 0.048 R-19 155 90 Yes FRONT WALL.R19.R5 4 Door 9 0.330 R-0 155 90 Yes FRONT None 5 Door 18 0.330 R-0 110 90 Yes FRONT None 6 Wall 503 0.048 R-19 200 90 Yes LEFT WALL.R19.R5 7 Wall 27 0.048 R-19 210 90 Yes LEFT WALL.R19.R5 8 Door 20 0.330 R-0 200 90 Yes LEFT None 9 Door 15 0.330 R-0 200 90 Yes LEFT None 10 Wall 876 0.048 R-19 290 90 Yes BACK WALL.R19.R5 11 Wall 214 0.048 R-19 245 90 Yes BACK WALL.R19.R5 12 Wall 425 0.048 R-19 335 90 Yes BACK WALL.R19.R5 13 Door 9 0.330 R-0 290 90 Yes BACK None 14 Door 9 0.330 R-0 335 90 Yes BACK None 15 Wall 88 0.065 R-19 290 90 No TO GARAGE None 16 Wall 380 0.048 R-19 20 90 Yes RIGHT WALL.R19.R5 17 Wall 136 0.065 R-19 20 90 No ' TO GARAGE None 18 Door 28 0.330 R-0 20 90 Yes RIGHT None 19 Door 18 0.330 R-0 20 90 No TO GARAGE None 20 Roof 3976 0.023 R-30 0 0 Yes TO ATTIC ROOF.HORZ.30 21 Floor 3976 0.037 R-19 0 0 No RAISED FLOOR None GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE 1 Window 19.5 2 Metal Slider 0.65 110 90 0.77 drapes 0.66 2 Window 15.0 2 Metal Slider 0.65 110 90 0.77 drapes 0.66 3 Window 19.5 2 Metal Slider 0.65 110 90 0.77 drapes 0.66 4 Window 80.0 2 Metal Fixed 0.65 65 90 0.77 drapes 0.66 5 Window 15.0 2 Metal Slider 0.65 110 90 0.77 drapes 0.66 6 Window 6.0 2 MetalMul Slider 0.65 110 90 0.71 drapes 0.61 7 Window 14.0 2 MetalMul Slider 0.65 110 90 0.71 drapes 0.61 8 Window 25.0 2 MetalMul Fixed 0.65 110 90 0.71 drapes 0.61 9 Window 16.0 2 MetalMul Slider 0.65 65 90 0.71 drapes 0.61 10 Door 11.0 2 Wood Hinged 0.65 155 90 0.67 drapes 0.57 11 Window 14.0 2 Metal Slider 0.65 155 90 0.77 drapes 0.66 12 Window 8.0 2 MetalMul Fixed 0.65 155 90 0.71 drapes 0.61 13 Window 42.0 2 Metal Fixed 0.65 110 90 0.77 drapes 0.66 14 Door 22.0 2 Wood Hinged 0.65 110 90 0.67 drapes 0.57 15 Window 10.0 2 MetalMul Slider 0.65 110 90 0.71 drapes 0.61 16 Window 9.0 2 Metal Fixed 0.65 65 90 0.77 drapes 0.66 17 Window 24.0 2 Metal Slider 0.65 155 90 0.77 drapes 0.66 18 Window 40.0 2 Metal Slider 0.65 200 90 0.77 drapes 0.66 19 Window 28.5 2 Metal Slider 0.65 210 90 0.77 drapes 0.66 20 Window 28.5 2 Metal Slider 0.65 210 90 0.77 drapes 0.06 21 Door 28.0 2 Wood Hinged 0.65 200 90 0.67 drapes 0.57 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Powell Residence Date........ 10/27/92 MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade 22 Window- 32.0 2- Metal Slider 0.65 200 90 0.77 drapes 0.66 23 Window 24.0 2 Metal Slider 0.65 200 90 0.77 drapes 0.66 24 Door 18.0 2 Wood Hinged 0.65 200 90 0.67 drapes 0.57 25 Window 20.0 2 Metal Slider 0.65 245 90 0.77 drapes 0.66 26 Window 20.0 2 Metal Slider 0.65 290 90 0.77 drapes 0.66 27 Window 7.1 1 Metal Slider 1.10 290 90 0.88 drapes 0.80 28 Door 11.0 2 Wood Hinged 0.65 290 90 0.67 drapes 0.57 29 Window 85.5 2 Metal Slider 0.65 245 90 0.77 drapes 0.66 30 Window 24.0 2 MetalMul Slider 0.65 290 90 0.71 drapes 0.61 31 Window 10.0 2 MetalMul Slider 0.65 335 90 0.71 drapes 0.61 32 Window 75.0 2 Metal Slider 0.65 245 90 0.77 drapes 0.66 33 Window 45.0 2 Metal Slider 0.65 335 90 0.77 drapes 0.66 34 Window 45.0 2 Metal Slider 0.65 335 90 0.77 drapes 0.66 35 Door 11.0 2 Wood Hinged 0.65 335 90 0.67 drapes 0.57 36 Window 24.0 2 MetalMul Slider 0.65 290 90 0.71 drapes 0.61 37 Window 8.0 2 MetalMul Slider 0.65 335 90 0.71 drapes 0.61 38 Window 6.0 2 MetalMul.Slider 0.65 290 90 0.71 drapes. 0.61 39 Window 6.0 2 MetalMul Slider 0.65 290 90 0.71 drapes 0.61 40 Window 66.0 2 Metal Slider 0.65 290 90 0.77 drapes 0.66 41 Window 40.0 2 MetalMul Slider 0.65 290 90 0.71 drapes 0.61 42 Window 9.0 2 MetalMul Fixed 0.65 290 90 0.71 drapes 0.61 43 Window 15.0 2 Metal Slider 0.65 20 90 0.77 drapes 0.66 44 Window 19.5 2 Metal Slider 0.65 20 90 0.77 drapes 0.66 45 Window 4.9 2 Metal Fixed 0.65 20 90 0.77 drapes 0.66 46 Window 20.0 2 Metal Slider 0.65 20 90 0.77 drapes 0.66 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 Window 15.0 5 3 8 .5 1.5 12 1.5 28 .5 n/a n/a n/a 3 Window 19.5 6.5 3 15 1.5 .5 1 .5 13 .5 n/a n/a n/a 7 Window 14.0 3.5 4 0 2 8 .5 n/a n/a n/a .5 4 2 10 Door 11.0 6 n/a 12 4 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 14.0 3.5 n/a 12 4 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 8.0 4 n/a 7 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 42.0 6 n/a 7 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 22.0 6 n/a 7 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 28.0 7.33 4.67 8 3 1 12 1 6 3 n/a n/a n/a 24 Door 18.0 6 2.67 26 3 1 .25 n/a n/a n/a .25 25 3 32 Window 75.0 7.5 5 0 4 .67 1 n/a n/a n/a 1 11.6 4 35 Door 11.0 6 n/a 3 2.67 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 24.0 4 n/a 3 3 n/a n/a n/a n/a n/a n/a n/a n/a 37 Window 8.0 4 n/a 6 3 n/a n/a n/a n/a n/a n/a n/a n/a 38 Window 6.0 3 n/a 6 3 n/a n/a n/a n/a n/a n/a n/a n/a 39 Window 6.0 3 2 6 3 3.5 19 3.5 6 3 n/a n/a n/a 40 Window 66.0 5 12 0 4 .25 1.5 .15 10 4 n/a n/a n/a :OMPUTER METHOD SUMMARY Page 4 C -2R )roject Title.......... The Powell Residence Date........ 10/27/92 MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced 'urface 13 Window 14 Window 15 Window 16 Window OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 15.0 5 3 11 .5 9 .16 n/a n/a n/a .16 17 .5 19.5 6.5 9 11 .5 0 1 n/a n/a n/a 1 5 .5 4.9 2.5 n/a 4 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 20.0'5 4 0 10 3 1 n/a n/a n/a 1 9 10 EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 1 Window 19.5 50% BUG SCREEN 0.84 2 Window 15.0 50% BUG SCREEN 0.84 3 Window 19.5 50% BUG SCREEN 0.84 5 Window 15.0 50% BUG SCREEN 0.84 6 Window 6.0 50% BUG SCREEN 0.84 7 Window .14.0 50% BUG SCREEN 0.84 9 Window 16.0 50% BUG SCREEN 0.84 11 Window 14.0 50% BUG SCREEN 0.84 14 Door 22.0 100%BUG SCREEN 0.58 15 Window 10.0 50% BUG SCREEN 0.84 17 Window 24.0 50% BUG SCREEN 0.84 18 Window 40.0 50% BUG SCREEN 0.84 19 Window 28.5 50% BUG SCREEN 0.84 20 Window 28.5 50% BUG SCREEN 0.84 22 Window 32.0 50% BUG SCREEN 0.84 23 Window 24.0 50% BUG SCREEN 0.84 24 Door 18.0 100%BUG SCREEN 0.58 25 Window 20.0 50% BUG SCREEN 0.84 26 Window 20.0 50% BUG SCREEN 0.84 29 Window 85.5 50% BUG SCREEN 0.84 30 Window 24.0 50% BUG SCREEN 0.84 31 Window 10.0 50% BUG SCREEN 0.84 32 Window 75.0 50% BUG SCREEN 0.84 33 Window 45.0 50% BUG SCREEN 0.84 34 Window 45.0 50% BUG SCREEN 0.84 36 Window 24.0 50% BUG SCREEN 0.84 37 Window 8.0 50% BUG SCREEN 0.84 38 Window 6.0 50% BUG SCREEN 0.84 39 Window 6.0 50% BUG SCREEN 0.84 40 Window 66.0 50% BUG SCREEN 0.84 41 Window 40.0 50% BUG SCREEN 0.84 43 Window 15.0 50% BUG SCREEN 0.84 44 Window 19.5 50% BUG SCREEN 0.84 46 Window 20.0 50% BUG SCREEN 0.84 COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... The Powell Residence Date........ 10/27/92 MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced Mass Type HOUSE 1 InteriorVert 2 InteriorHorz 3 InteriorHorz System Type Storage Electric THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 249 1.0 24.0 0.67 R-0.0 Shower/Tub Enclosures 653 1.0 24.0 0.67 R-0.0 Foyer/Bathes/Kit./Nook 558 0.5 14.0 0.09 R-0.0 Liv.Rm./Dining/Hall HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE HeatPump AirCond 8.5 HSPF Crawlspace 13.82 SEER Crawlspace Capa- R-12 or # of city Greater Heat (gal) Blanket WATER HEATING SYSTEMS Duct Duct R -value Efficiency R-5.79 0.895 R-5.79 0.910 Effic- Standby Input iency Loss Rating 2 47.5 Yes 0.99 RE .75% 4.5 kW SPECIAL FEATURES/REMARKS Pilot Size (Btuh) Credits The CF -3R assembly for the roof shows a worst case scenario of 2x8 construction. This was used to ease plan check. Water heating efficiencies were verified by the C.E.C. 10/26/92. Hot water recovery system is to be installed and documented. Weighted Average SEER & HSPF Values. ----------------------------------- 4 ton unit serves 1314 S.F. 14.3 SEER 8.75 HSPF 5 ton unit serves 2925 S.F. 13.6 SEER 8.40 HSPF (( 1314 x 14.3 ) + ( 2925 x 13.6 ) / 4239 ) = 13.82 Avg. SEER ((. 1314 x 8.75 ) + ( 2925 x 8.40 ) / 4239 ) = 8.51 Avg. HSPF n/a Recovery CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... The Powell Residence Date........ 10/27/92 MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM 3R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced Sketch of Construction Assembly Reference Name . WALL.R19.R5 Description .... R19 batt + R5 Rigid Foam Type ........... Wall R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM. EX 1. STUCCO.0.44 2. FOAM.lIN.R5 3c. BATT.R19 3f. FIR.2X6 4. GYP.0.50 I. FILM.IN.WLL Exterior air film: winter value 0.44 in stucco 1.00 in Foam R-19 batt insul (cavity = 5.5 in) 2x6 in fir framing 0.50 in gypsum or plaster board Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity R -Value 0.17 0.09 5.00 17.80 0.45 0.68 24.19 Total U -Value: (1 / 24.19 x 0.85) + (1 / 11.82 x 0.15) = 0.048 Btuh/sf-F Frame R -Value 0.17 0.09 5.00 5.43 0.45 0.68 11.82 _�I G -. Sketch of Construction Assembly Reference Name . WALL.R19.R5 Description .... R19 batt + R5 Rigid Foam Type ........... Wall R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM. EX 1. STUCCO.0.44 2. FOAM.lIN.R5 3c. BATT.R19 3f. FIR.2X6 4. GYP.0.50 I. FILM.IN.WLL Exterior air film: winter value 0.44 in stucco 1.00 in Foam R-19 batt insul (cavity = 5.5 in) 2x6 in fir framing 0.50 in gypsum or plaster board Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity R -Value 0.17 0.09 5.00 17.80 0.45 0.68 24.19 Total U -Value: (1 / 24.19 x 0.85) + (1 / 11.82 x 0.15) = 0.048 Btuh/sf-F Frame R -Value 0.17 0.09 5.00 5.43 0.45 0.68 11.82 CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... The Powell Residence Date........ 10/27/92 MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -FORM 3R User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced r 2 � n r� Sketch of Construction Assembly Reference Name . ROOF.HORZ.30 Description .... Roof 2x8 24oc Horz w/foam Type ........... Roof R -Value ........ 30 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 24 inches on center Fraction ..... 0.07 LIST OF CONSTRUCTION COMPONENTS Material Name Description O. FILM.EX Exterior air film: winter value 1. BUILTUP.0.38 0.375 in built-up roofing 2. FOAM.4IN.R20 4.00 in Foam 3. PLY.0.63 0.625 in plywood 4c. BATT.R30.1, R-30 batt insul (cavity = 7.25 in) 4f. FIR.2X8 2x8 in fir framing 5. GYP.0.63 0.625 in gypsum or plaster board I. FILM.IN.RF Inside air film: heat flow straight up Total Unadjusted R -Values FRAMING ADJUSTMENT.CALCULATION Cavity Framing U -Value: (1 / 45.00 x 0.93) + (1 / 29.91 x 0.07) _ Cavity Frame R -Value R -Value 0.17 0.17 0.33 0.33 20.00 20.00 0.77 0.77 22.50 -- -- 7.41 0.62 0.62 0.61 0.61 45.00 29.91 Total 0.023 Btuh/sf-F WATER -HEATING Page 1 DHW Project Title.......... The Powell Residence Date........ 10/27/92 Project Address........ Lot 17 Cory Can on Butte County . y Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -WATER HEATING User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced WORKSHEET ONE: STORAGE GAS OR STORAGE ELECTRIC A. EQUIPMENT DATA 1. Water heater type....... 2. Manufacturer... 3. Model number............ 4. Ignition device......... 5. Tank volume... . 6. Recovery efficiency..... 7. Standby loss..... 8. Rated Input.. 9. Number of Heaters....... 10.Insulation Jacket....... Storage, Electric STATE 510 PV-52-20RT-F n/a 47.5 gal .99 percent x 0.01 .0075 percent/hour x 0.01 15358.5 Btu/hr 2 Yes B. OPERATING DATA 1. Climate Zone.. 2. Water heating budget.... 3. Tank set temp........... 4. Water main temp.... 5. Daily hot water load.... 6. Ambient air temp.. ... 7. Adj. Standby Losses.. 8. No. dwelling units.. 9 Pump power.... 10 -Pumping energy...;...... 11 20400 kBtu/yr/unit 140 F 65 F 50 gal 62.8 F .0057 1 0 Watts (0 Watts controller) 0 Watt-hr/yr (24 hr per day) C. WATER HEATING ENERGY CREDITS 1. Credit Name ............. Recovery 2. Annual savings.......... 3060 kBtu/yr/unit D. ANNUAL WATER HEATING ENERGY 1. Recovery load............ 11292 kBtu/yr 2. Recovery energy......... 8315 kBtu/yr 3. Standby loss energy..... 2928 kBtu/yr 4. Pumping energy.......... 0 kBtu/yr source 5. Total energy............ 33729 kBtu/yr/unit source 6. Comparison .............. -13329 kBtu/yr/unit source 7. Points. . -6 8. Water Heating Energy Use 7.96 kBtu/yr/sf (D5 x B8) / 4239 sf e HVAC SIZING Page 1 HVAC Project Title.......... The Powell Residence Date......... 10/27/92 Project Address........ Lot 17 Cory Canyon Butte County Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -92153E Wth-CTZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -4239 S.F. Res. Enhanced GENERAL INFORMATION Floor Area ................. 4239 sf Volume.. .... ............ 45357 cf Front Orientation......:... Front Facing 110 deg (E) Sizing Location............ CHICO EXP STA Latitude... .... ........ 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Shading Used ...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output applicable for gas central furnaces only Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 21203 95Q9 Glazing Conduction ............... 31469 17564 Glazing Solar.... ................ n/a 40906 Infiltration ..................... 28682 9425 Internal Gain .................... n/a 2325 Ducts ............................ 8135 3986 Sensible Load .................... 89490 83715 Latent Load ...................... n/a 16743 Total Load 89490 100458 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output applicable for gas central furnaces only 1 7' , COURW W go", 19 Bulu)tm oke 2 1 ' BUILDING DIV,$ION COUNTY OF BUTTE - DEPARTME5NT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO Agricultural building is defined as follows: Agricultural building is a structure designed and construc d to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. Oq/ --- (000, -011 „©4QC) ZONING OWNERiG ✓U 1%r ROsS emary Kwe PHONE NO. OWNER'S ADDRESS �do W �p'Ile /3M �ow4- /7 5'?,�S LOCATION OF BUILDING no_ "117 OI&I06W MR^ &I k? 7 lick Amoy'l-60o-Jil USE OF BUILDING SIZE OF STRUCTURE a X Ar Z� SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME / STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR,1Q(PE� ESTIMATED CO T OF ONSTRUCTION AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: I os r �� FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requiremen in effect at that time and before occupancy. Date % Signature of Owner Permit Fee - $60.00 Receipt No. The above described AG Building is exempt from a building permit. White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date 9 " COUNTYOF BUTTE - DEPARTMENT_OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE-,OROVILL'�E; CALIFORNIA 95965 -TELEPHONE (916) 538-7541 •0 PERMIT APPLICATION DATA SHEET OWNER W A. P. No.. - (0 •-4�5 Proposed Building Use -g d ; Building Inspector Date 9 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ . 6." Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway,permit (construction approval required prior to occupancy). .. .. ... . 20. Pre -inspection for required. .. oB�ild gI�sp aor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. ............ .............................. . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ...................... :........ ......... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list. .34. When you issue the permit, process as fol lowK7 Mateo owner."Mail to contractor. Telephone and hold for office. Deliver with inspector. Other Parcel Creation Acreage 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 permiffor above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 - Phone: 91Q5-538-7541 RICHARD & ROSEMARY POWELL 3343 CORY CANYON RD. OROVILLE, CA 95965 RE: AGRICULTURAL BUILDING EXEMPTION #94-12 :DATE;- 1/20/94 A. P-. # * 041=600-011 -- With reference -to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans -Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Certificate of Workmans Compensation Insurance. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50%. subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Other: CONTACT STUART EDELL'IN LAND DEVELOPMENT AND PROVIDE EVIDENCE OF LEGAL CREAT 38 Should you have of this office. any questions concerning the above, please contact SCOTT RUTHERFORD 1P611q_ Ot'ti -*-gip n n , o Y rs very tr ly, j eeila /gei9 a ,e04(1.-60a� 01 "�1 Micael C. ieira, -C.B.O. MCV:ahb Mani:ger, Buil In Inspection - �) County BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 January 27, 1994 Richard and Rosemary Powell 3343 Cory Canyon RD. Oroville, CA 95965 Re: Ag Building Exemption Permit 94-12A Dear Mr. Powell, Please find the enclosed copies of the State Subdivision Map Act and County Code sections -you requested. Further inquiries should be directed to Stuart Edell in Land Development, at .538-7266. Sincerely, . Ao Scott Rutherford Supervisor, Building Inspection Richard and Rosemary Powell 3343 Cory Canyon RD. Oroville, CA 95965 Re: Ag Building Exemption Permit 94-12A Dear Mr. Powell, butte County BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 January 27, 1994 Please find the enclosed copies of the State Subdivision Map Act and County Code sections you requested. Further inquiries should be -directed to Stuart Edell in Land Development, at 538-7266. Sincerely, O Scott Rutherford Supervisor, Building Inspection f k--P-q0r4 i i OWNER: LOCATION: '3 -5141 !a r • Dr6U , 4 CONTRACTOR: INS @TTGNi,0%1►fir e a `. i TYPE OF OCCUPANCY: DATE: "t zq S7 A.P.#: ZONING: DATE TO INSPECTOR: � A BUILDING INSPECTOR'S REPORT Building Descri . tion: [ ] C ercial/LJsage: [ esidential/# of Units: Mobile Home: Yes[ ] IVo Noll Currently Occupied. + [ ] Abandoned/Vacant. + lectric: [ ] Yes [ ] No Electric is currently : [ ] On [ ] Off Condition of electrical? as: Natural[ ] Propane[ ] None[ ] Currently On[ ] OfIT ] Obvious problems: Sanitation: ' Plumbing working Yes[ ] 'No[ ] Well: Yes[ ] No[ ] Potable water: Yes[ ] No[ ] 'Obvious Sewage Problems: Action Recommended:[ ]Issue [ ]Hold for: r Inspector: Date.• r ,; P-eb-x., VwK neral � vgc/ dx-� .1 . Vt CDF / BUD DAILY INCIDENT LOG PAGE 9 OF DAY/DATE FROM 0800 7/1100 DAY/DATE TO 0800- .ttt+ttt�ttt�ttttttttttttt.tt.0000000.0000000000*00.0000*tt*t•:+..�tttttttttt 1'�✓ IN(' }� _Q 'JLl CID, II Al A \IC v MISC.: 4**ttt#tittttttttilttttt►tttttt�tttatttt*tttttttttttttttttttatttt:*ttttts.•�ttt IN . FIRE # NAMETYPE REPORT TIME t7 START TIME CONTROL TIME R.O. STA. A- LOCATION: _ BAT. CAUSE:. ENGINES: CDF B FD CO# OFFICER: ' DAMAGE: so WT DOZ CREW AA AT HC SAVED:.. OTHER EOUIP: MEDICS I ANI> I ICF'. A ror /Tvoc 'r�T A I D MISC.: - — - i N V **4i►*tir* ,#c PR LOW CAUSE DAMA( SAVED LAND MIDL.:. l I 000000**t*t*ttt*t*tttttttttttttt+tttttttttttttttt�4ttttttt*ttt•t•+r . FIRE # . _ NAME TYPE i mISC.: i � OSEPH U. HU1, P.E. dvwsbwtuw e 1013 ToMi LAne NaM CA %5S84607 (707) 25241M JOB SHEET NO. / OF 2 CALCULATED BY JUH DATE—&7 G4 CHECKED BY erne c Z�Tom.. DATE /�/� . � Gr ��c.'. D.� T�1Ef� C,4Gcs' . ��E ��li�S/i✓�/S 2�-G VAS/��/ ANG//Jea-;p /NG � ,. Vow.,IrIV, 0/-3/ , 0,4-745 . zo 7 -1 -IIS Ga%cti��►�S' -. V(� X .._........................................ .. ............. I .._.... TEES . Tv�/O. C cxCei"P-r . iG , g :... T ,�-;: E. Ga X45 S�i�-SGL' E -0. Set/J,-l/Je ,..S..-. 7/ -le . ooJ r &e 400E C G AIV llp - �,�� = 2.9� K�azs- ��G �oVAF? q�F� sT cnr,� �s �T�OFC4 %S (�°e%J 4 = • 7S"G �� S ,. /- Z "q 9 tluT F- COUN1 Y • 7 S! psi BUILDING DEPARTMENT _ _XPR VE.R._ ......... JOSEPH U. HILI., P.E. 1013 Told . LMe Napa, CA %5584607 (707)252-8135 JOB V / 1 / /4 a1 - 1 SHEET NO. OF CALCULATED BY JUH DATE CHECKED BY DATE_ aS7..... s��/off r E _ �t000e --0YX/ cT .. r.. To -6.� G v� X 6 lc:Gooe TerG r FLw/z lee .......... .. .. ..... ... .. .. JOSEPH U. HUI,, P.E. "structural engineer 1013 Toldi LAne Napa, CA 94558.4607 - . . (707) 252-8135 i SHEET NO. OF— CALCULATED BY JUH DATE CHECKED BY DATE Ar.ni F D RESIDENTIAL 041-600-011 PERMIT#95-1107 POWELL, Richard 1 3343 Cory Canyon Rd., Oroville Cont; Ken Young i Repair Fire Damage/SF - 7 - "�;tA a i 411 r i h } JOB FINALED (Date)�Y _ Signature •a t J=OK O = Not OK 4 =Not Applicable. 'MOBILE HOMES ' =Not Ready � Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 1 ? 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 . `. MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -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 V=OK O=Not OK = Not Applicable rr Not Ready k` RESIDENTIAL, (Single ' = Date UNDERFLOOR (Plans) OK except tf's Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth ---- 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. P' s -Fireplace Ftg.-Steel /y 6.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 3._Paienums & Ducts; Clearance -Material -Support -Ins. L 4. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples tom. 15. Actets-fVentilation 16. Insulation Date % Card B-1 Date Card B-1 Date f + Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ti's 16. Water H_tr.: Vent -Access -Combustion Air -Baffle -- - 17. WaterPipe: Test & Anchor -Nail Protection --- -- -- -- - - - - ---- ti§,W.V.; Test -Fittings & Anchor -Nail Protection-- ------- - - -- 19. Shower Pan: Test, First Floor -Tub Access 20. -Test -Tub & Shower. Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ---------- ------------------------------------------------------------ Date Card B-1 Date Card B_7 --------------------------------- ----------- ------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except k's 22. Fixture & Transformer Clearance -Ins. Protection --------------- ----- ----- ---- ----------------------- --------------------- lec. Receptacles Spacing -Lights & Switches at Doors -- ---- ------------------------------------------------------------- . ize Boxes & No. of Conductors -Stapled ------------------- 25. Romex Installed Close to Edge of Studs & C.J. ------------------------------- -------------------------- . quip. Ground made uw!Mech. Fesiraers-R^^ + --------- ------------------------------------------ 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI -------- ----------------------------------------------------- 22. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or Al ----------------------------------------------- ---- 29. Range Circ ! r ga. Cu or AI -Oven Circ. / ! ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------------------------------------- -------------------------------- 30. Service_Riser Conductors & Ground -Main Disconnect - - 31. Equip Clearances Panels Motors_Mech_ Equip_ 32 -61st -'Closet Light -Shower Light -Spa Light --------------- 33 oke Detector --------------------------------------------------------------------- --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ----------------- ---------------- ---------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34.--A.-C.- Ducts Insulation & PP Su ort --- 35. Vent Fan: Exhaust above insulation - 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent: Access -Comb Air -Return Air Vent -1 15 outlet 38.- Attic Access-& Platform if Furnance in Attic ------------------------------------------------------------------------------- Date --------------- Card B_t Date Card -B-1 ------------------------- ----- Date Card B-1 Date Card B-1 Date FRA G (Plans) OK except ft's . S Proper Material & Anchors ----- --- ---- ----------------------------------------------------- s Studs -Nailing. Spacing & Bracing -Plates -Sound --------------------------- ----- - --------------- Bearing Walls over Girders & Floor Nailing -- -- - - - --- - - --------------------------------------------------- s m Walls (rat proof) - - -- --- ------ --------------------------------------------------- e Stops: Furred Ceilings -Stairs -Chases -Tub ------------------------------------------------------ 4. Headers & Beam -Size & Bearing & Duplex) FRAMING (Continued) angers -Post Caps -Anchors -Connectors 4 ng. Joist-Rftr. ties-Purlin-root Brac-Truss-Shthng.-Rfng. dz. E ie or Type A Flue-Fireplace'Throat clearance ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or EA icing Doors -Sill Hgt. & Dimensions ------------------- 50. eft a a Protection Framing all & Openings ----------- ---- ---------- --- rs-One 3'- heck Garage -3rd Story, 2 Exits ----------------- ------ ----- 5 Headroom -Rise -Run -Landing -Fire Protection ----------------------- verhang-Attic Vents -Rafter Outriggers ----�/�-//�J---�--=-------- neer �/' -- -- Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic l_ 58 ear Wall ailing -Bolts Insulation -Walls -Ceilings -- --- -- --- 60. Infiltration -Walls -Windows ------- - - -- - Date Card B-1 -Date Card B-1 Dat Card B-1 Date Card B-1 Date FINA tans) OK except #'s E eps-Door & Sidelight Protection -Landings ----------------- . Smoke Detector ---------------------- - rnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection - edr, m- Exiting -----6 F.I. Bath Fixtures & Tub Access -Spa ---- -- 6 ec. Trim & Subpanel: Breaker Sizes & Labels ------------------ - - ------ ---- 67 rs &Rails -r Stove: Clearances -Hearth . --- 69. Ou lets at Wood Panel; Int. & Ext. -- 7 .Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7-c. O_u_IT & Receptacles at Kit. Counter ara a Fire Door; Swing -Landing -Closer •---------------- - ------- - - ;5,- C. Duct in Garage -Damper--------------- - H: - Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection 75 Elec. & Mech. Equip. Listed for Location --`--7 ec. Receptacles in Garage; (G.F.I.)-Romex Protection ------------------ - --- ----- ------ --- 7; sulati n-Foam-Lookedin Attic ❑ Yes 7 uard Rails & Deck Construction -Post Caps ---------------------- -------------- 7 n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked- under Floor ❑ Yes ao------wing ins --- nve------------ _�� ❑'�es ❑ No: Walks ❑ � ❑ No; Plant s L� Yes �❑❑ No tucco rown Finis 'f --,r � jC. Uniisconnect. Electrical, Plumbing 8,1,-Ye-nts Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings ------- - - ---- - - - a4 ater Well; Disconnect, Electrical, Plumbing a --- - Elec. Trim; G.F.I. Receptacle -Underground ---- 86 enol ,tion Throughout House ----- ---- - --------------- -- -------------- a7_ - ass Protection dd _ orrections from Previous Inspections - - ---------- -------------------------- a . as t -Meters Tagged; Gas Electric _..--------- -- - -------- 9 a & Sewer Connected -C/O to Grade -HD Approval -- Energy Compliance Certificate -Other Certificates ------------- ------ - - -- -- - --------------------------------- --- Date�Q%� Card B-1 �j� - Date---- Card B-1 Date Card B_ - - - Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ----------------------------------- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 CUunty Center Drive - Oroville, California 95965 - Telephone (916) 538-7541. PERMIT NO. APPLICATION AND PERMIT �/�7� ASSESSOR PARCEL NUMBER 041-600-011 U ZONING BUILDING PERMIT I OWNER RICHARD PO[JELL TELEPHONE SO. FT. OCC. BUILDING VALUATION 900 f' 54 48 600.00 OWNERS MAILING ADDRESS 3343 CORY CANYON RD OROVILLE 95965 CONTRACTOR'S NAME KEN YOUNG TELEPHONE 873-2701 EST REP IRS 151 400.00 CONTRACTORS MAILING ADDRESS PO BOX 157 PARADISE 95967' Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 200 000.00 Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ 989.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 265.20 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 4 PERMITFEE $ 1274.70 OROWLLE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 4 1 7.00 28.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF CK Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: _ RFRUTT T) FIRE IlA1i\4AGi: 0,SMOKE DA14AGE Mobile Home S I G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service a OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu force and effect.i� /�' %�j /y� License Class Lic. No. dV ooff�" OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ( 8 ACC. BLDS. ) sO. 3.5¢ FT. CNS. NEW CONST.MULTI-OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES BAL .50 Ex. Occup. (O(RESR) OUTLETS ID.)a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 5 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. workers' cornpensationinsurance ce�'rler, cy number are: Carrier � L���7 ` � MECHANICAL PERMIT Filing Fee 20.00 Heating :11VI DUCT i5 -nn Cooling REPLACE Hood 6.50 Ventilation PERMITFEE $ 35.00 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of Calif ia, and agree that if I should become subject to the workers' c pe f r Isions of section 3700 of the Labor Code, I shall forth comply w' th a provisions. X79ec'- Date ��_ Signature of n - ❑ Owner ontractor ❑ Agent An OSHA per is re uired for exc ns over 60" deep and demolition or construction of structure ver stories in he' Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 1439.20 HAZ. I D. FEES IMP t./ FLOOD CDF PARCEL PD HD ISSU 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. CjS BY / D to PERMITEXPIRESON (p (Date) ReceiptN X. 180136 WHITE -D. - .D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 't e'• .-1•rt -i'.YTrS. (F,y!.,.,*"cy',ry» •+f�'r.•a'S..A. "d n^'•*"�N p••... - , .:j • COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE CALIFdkNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P.Ao. (Jy/ -6i� Proposed Building Use l� EPS Iii& 0 ANL46 P-,,, Building Inspector Date _ At time of per�it application, I was advised the following data must be submitted prior to permit processing and/or issuance: v/ DATE RECEIVED BY 1 • All items have been submitted. .. .................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ....................... 4. Engineered plans and calcs, 3/4 sets„with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. , eEngineered tatement of Intent for Non -Heated and A/C Buildings.t truss details and layout in duplicate (required prior to plan check). .... -a r% 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... r 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter4(100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing. permit . ......................................... 16. Plot plan,and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: t . ......... t .18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 120 ' 20. Pre -ins ection for P��"�ng lns �q"� Pre -inspection required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ............................................ 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A)_ Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ............................... :....... 32. Plan check list . ..................................................... 33. When issue the permit, process as follows: Mail to ower Mail to contractor. Telephoneand hold for pickup at �/,L. (/ / office. Deliver with inspector. Other `-7 Parcel Creation Acreage Apl Date Copy of Haz-Mat form sent Health Dept. Fire Dept. -' Air liution D Copy of plans sent Health Dept. Fire Dept. Other Dj By The following data must be submitted prior to permit issuance: (Circ) item not checked above). <1. Index permit for above items No. JL) 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by phone _ mail Counter by _ Date Plans checked by G1 a lb on/ S Date � Plans approved by a I, fd 3a.r; Date _iC Sets of plans on hold in )< File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA -,(916) 872-6307 CORRECTION NOTICE OWNER --IleV PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. INSULATION CERTIFICATE HALL & ZO-UNG ',CONSTRUCTION ------ifs �� -- -------------------------------•--------------------------------------------- 3343 CORY CREEK RU OROVILLE BUTTE NUMBER AND STREET SUBDIVISION DESCRIPTION OF INSULATION CITY COUNTY LOT NUMBER PLAN NUMBER CEILING BATT OR BLANKET TYPE FIBERGLASS BRAND NAME CERTAINTEE_D THICKNESS (INCHES) /Q THERMAL RESISTANCE (R -VALUE) d LOOSE FILL TYPE INSULSAFE III CONTRACTOR'S MINIMUM THICKNESS— INCHES BRAND NAME TAINTIFEQ THERMAL RESISTANCE (R -VALUE) EXTERIOR WALL BATT OR BLANKET TYPE FISERGLASSS BRAND NAME CERTAINTEEQ THICKNESS (INCHES) a /y THERMAL RESISTANCE (R -VALUE) / 819 SYSTEM______jUkUL§bLgIII BRAND NAME CERTNT�Fn CONTRACTOR'S MINIMUM THICKNESS THERMAL RESISTANCE (R -VALUE) RAISED FLOOR MATERIAL FIBERGt BRAND NAME CERTAINTEED THICKNESS ///—INCHES THERMAL RESISTANCE (R -VALUE) DECLARATION I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT BUILDING ENERGY EFFICIENCY STANDARDS FOR NEW RESIDENTIAL BUILDINGS CONTAINED IN TITLE 24 OF THE CALIFORNIA ADMINISTR TIVE CODE. XGENERAL CpNTRA�' (BUILDER) LICENSE NUMBER -2 -7 R TITLE DATE s 1n Lv Sy -CONTRACTOR (INS TION INSTALLER) SIG TORE 7- DATE 272941 LICENSE NUMBER PRODUCTION SUPERVISOR TITLE INSULATION CERTIFICATE tiyiL & lOiJNC, ICO\STtii CTO\ ----------------------•- ----- ------------------ fifQd Rf,,,D4 ',( CORY CREEK RD 0IWVILLE ----� ------------------ A 3 :'TIE NUMBER AND STREET CITY CCljNTY SUBDIVISION LOT NUMBER PLAN N_UM 0ER DESCRIPTION OF INSULATION CEILING BATT OR BLANKET TYPE FIBERGLASS BRAND NAME QE RTAINTEED THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) LOOSE FILL TYPE INSULSAFE III BRAND NANIE _ CERTAINTEFD CONTRACTOR'S THERMAL RESISTANCE (R -VALUE) MINIMUM THICKNESS INCHES EXTERIOR WALL BATT OR BLANKET TYPE F13ERGL ASSS BRAND NAI,AE_ �ERTAINTFED THICKNESS (INCITES) G /y THERMAL RESISTANCE (R -VALUE) BIB SYSTEM INSUL AF= III BRAND NAME CERTAI AFD CONTRACTOR'S THERMAL RESISTANCE (R -VALUE) MINIMUM THICKNESS RAISED FLOOR MATERIAL FIBER LA , BRAND NAME CERTAINTEED THICKNESS % INCHES 'THERMAL RESISTANCE (R -VALUE) DECLARATION I HEREBY CERTIFY THAT THE ABOVE iNSULATION WAS INSTALLED , 1 THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT BUILDING ENERGY EFFICIENCY STANDARDS FOR NEW RESIDENTIAL BUILDINGS CONTAINED IN TIT LE 24 OF THE CALI; ORNIA ADMINISTR TIVE CODE.. GENERAL CONT5L (BUILDER) LICENSE .ljj? SER 11 A TITLE &W1 J S516 CONTRACTOR (INS TION INSTALLER) SIG/ SIG TURE DATE /02-�27-fs DATE 272941 LICENSE NUMBER PRODUCTION SUPERVISOR TfTLE Up J HILL ENGINEERING 1 JOB NO. 01-31 MARCH, 1992 STRUCTURAL • CONSTRUCTION SHEET 1 OF- 36 BRANT NIGHTINGALE DESIGNS POWELL RESIDENCE CORY CANYON, PLOT #17' BUTTE COUNTY, CA DESIGN CRITERIA The subject of these calc's is a Partial Structural Design for Lateral and Gravity loads for a Partial Two Story, Single Family Dwelling of conventional wood frame construction. CODE 1988 UBC LOADING: - ROOF - DL = 20 PSF - LL = 20 PSF Q��ESS/p� FLOOR - DL = 10 PSF � DVAR - LL = 40 PSF J yFl �2 co WALLS - DL = 10 PSF (INTERIOR) U cm = 16 PSF (EXT. STUCCO) a No. C20935 , r WIND - p = CexCgegsxI - 75 MPH, EXP. B * Exp. 9-30-93 _ .7xl.3x15xl.0 = 13.65psf -15.00 psf min. TO 20' S� CMl- _ .8x1.3xl5x1.0 = 15.60psf TO 40' q OFCALXV�� SEISMIC - V = ZICw/Rw - ZONE 3 _ .30x1.0x2.75w/6 =.14w MATERIALS: LUMBER - 2X & 4X Members - D.F. #2, Fb = 1250 psi except 2 x 4 studs - D.F. # 1 0v�� All 6 X 8 X 1Beams andPoststo be F. 0. H. C.1200 psi @Post, U.N.O. �ps GLULAMS - Std. Spec's - Glu Lam Timber AITC -117, Fb = 2400 psi G Oa O PLYWOOD - APA U.S. Product Std. PSI 1-83 . CONNECTORS - Simpson Strong - Tie Noted (or equal) bOA-1 A. & M. BOLTS -ASTM A307, Unfinished STRUCT. STEEL -'ASTM A36, U.N.O. \ CONCRETE - Ult. Compr. Strength - f'c = 2500 psi @ 28 days REINFORCING - ASTM A615, Grade 40 ALLOW. SOIL BEARING PRESSURE -1500 psf v T 10 13 Dorward Lane - Napa, California 94 558 - (7 0 7) 252-9135 J. U. ATT -y-, P -E- 1013 Dorward Lane Napa, CA 94558 ( 70 7) 2 52 -8 13 5 01-31 SHEET NO. • r9 OF 3 CALCULATED BY `� DATE CHECKED BY SCALE DATE __. _... ...... .... ..... ... ._... ..... ..... 5PAN o 4-1,x. 6 2Z!ra" .�.Ve-O"t LEF_7.�N r6k eki Ir -6 le ..... ..... _ ...... ..................... w 1013 Dorward Lane Napa, CA 94558 (707) 252-8135 JOB SHEET NO. /3 OF CALCULATED BY �'^ DATE �L CHECKED BY DATE SCALE (COAO'0) BEAM DESCRIPTION: BEAM B-1 OVERALL BEAM LENGTH (FEET)....... 28 DISTANCE TO LEFT SUPPORT (FT) ... �. 0 DISTANCE TO RIGHT SUPPORT (FT)... 28 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF).... :....... 660 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 10.00 1,360.00 22.00 1,200.00 24.00 290.00 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = RIGHT SUPPORT = 10,413 POUNDS. 10,917 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 10,413 LEFT SIDE OF RIGHT SUPPORT 0 -10,917 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 13.72 FEET FROM LEFT SUPPORT -75,687 0 MATERIAL_ PROPERTIES -------- ---------- ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 25 MAXIMUM ALLOWABLE STRESS (PSI)... 3000 MAXIMUM ALLOWABLE SHEAR (PSI).... 206.25 SECTION_ PROPERTIES FOR A 6.75 X 22.5 ,BENDING STRESS (PSI)........ 1,223 SHEAR STRESS (PSI)........ 69 (Co1V7'V DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.7 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0'.93 14.01 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 440 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 10.00 1,040.00 22.00 300.00 24.00 190.00 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.7 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.61 13.99 cwt O/-3/ 359.73 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 550.79 DISE (0 3� //X Z2.5 i, W1577) J HILL ENGINEERING 3569-D Connie Circle Paradise,.California 95969 (916) 872-1261 JOB ........... ............. ............. ..... ....... ............. . ............ ............ ............. ............ . .......... ...... ..... ................... ............................. ................. . . . . . . . . . . . ..... . . . . .............. ............ .............. ............................................ ..... SHEET NO. CALCULATED BY . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . ............. ............. ............. . ............. ....... .......... . ...... ...... OF 30 DATE. L ............ .............. .. ... .............. ............ 1 1 1 ............. .......... . ........ .............. ............. .............. ........... ................... ........... .......... ............. ............. . ............. ... ........ .% ..... ....... ............. . ............ e ............. ............. ............. . ............. . ............ .............. ....... ..... ............ .................................................... ............. . ........... CHECKED BY : .............. .............................. ............. . ...... ............. ............. . ............. % ............. . . .......... .............. . ............ ............. ............... DATE ............ .............. ............. .............. ............. .............. . . ......... ............ ............. .......... .............. ............ ............. ... .............................o ............. SCALE . ......... ............. ............. . . ................ .............. ............. ... ......... ............. ............. ............. .. . ........ . ............ ................................... .............. .............. ....... ............. Kv .. .. ...... .... . ........ ............ ............................ .............. ............................ ........... ....... . ... ............. ............. .......... .. .......... ........... ............. ....... ............. .............. .............. ........ .............. ... . . .............. ............. .......... .................. ......... ............. ............ ............. ............................ ... ........ ........... ............. ............. ..... ....... ............. . ............ ............ ............. ............ . .......... ...... ..... ................... ............................. ................. . . . . . . . . . . . ..... . . . . .............. ............ .............. ............................................ ..... .............. .............. . . . . ...... . . . . . . . . ..... . . . . . . . . . . . .............. ... . . . . . . . . . . . . ...................... 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... ......... .............. .............. ........... .............. .... ........ . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . ............. ............. ............. . ............. ....... .......... . ...... ...... ............ ............. . ......... . ................... ............. .............. ............. ............. . ............. ............ ............. .............. I ......... .. ........... . ........ . ....... L ............ .............. .. ... .............. ............ 1 1 1 ............. .......... . ........ .............. ............. .............. ........... ................... ........... .......... ............. ............. . ............. ... ........ .% ..... ....... ............. . ............ e ............. ............. ............. . ............. . ............ .............. ....... ..... ............ .................................................... ............. . ........... ............ .............. ........... ............. - ... .... ..... ......... : .............. .............................. ............. . ...... ............. ............. . ............. % ............. . . .......... .............. . ............ ............. ............... ............. ............. .............. ............. ............. ......... ............ ............ .............. ............. .............. ............. .............. . . ......... ............ ............. .......... .............. ............ ............. ... .............................o ............. ......... .... . .............. ..... ................. ............. ............. . ............. ............. . .............. . .............. .............. ............. .. ............. ........ .... ............. .............. .............. ....... .................... ............. ............. ............ .............. ....... .................. ....... .............. . ......... ............. ............. . . ................ .............. ............. ... ......... ............. ............. ............. .. . ........ . ............ ................................... .............. .............. ....... ............. Kv .. .. ...... .... . ........ ........... . ............ . ......... .... ... ..... ............. . ....... .......... . ........ . ............... ............ r: ................ .. ............. ............. ............. ............. ............. ............. ............ ............. ...... . ..... ............. ............................ ............. ............................ . ............. . ............. ............. I ............. .............. I ............. .............. ........ .... ............. ............ I .............. ............. .. ........ ............... ...... TO: ............. ............... ............. ............. 7W ............. ...... ..................... ............. . ............ .............. ............................. ............... I ............. .... ....... ............. ............ ............... .............. i ............. ............................. ............. .............. ............. .............. ............................. ....... ..... .............. ......... .... ............. ........... ............................. ............. . ............. ............. ............ .............. .. ... ............. .............. ...... ...... ............. ....... . . .. ....... ............. . ................. ............. ............. . ............. . ............. . . ............. . ........................ ............ ......................... .. I ......... .. .............. ............. ............. .............. .............. ............. ............. ............ .............. ............. .......... ............. ............. .............. . ........... ............. ............. . ........... .............. ............. ...... .............. .............. .......................... ... ......... .... ........ ............. . ............. ...... ...... ............................ ............. ............. ............. .......................... . ..... ......... ............. ............. I .......... .............. .............. ............. ............. ............. . ............. .............. . ............ ............. . . .. ............ . .............. ............ ..... ....... TS . ....... ......... ..............S ............ ............. ............. ............... . .......... ............. t . ...... . ............. . .............. .............. .... ............... .............. .... ........ . .......................... ............ ............ m _47 . . . ............. ..... .......... 411VII-11 . . .......... .............. .............. .............. ............. ........... . ............ ....................... .............. : .............. 4 ............. .............. .............. ............. . .............. ........... t ............................. i e,4 ? ......... .. ... .......... ............. ..... . ...... ............ .......................... ....... ....... ............. . ....... . .... . ............. . ............................ ............. ............. ............. . ............. . ............. ........................... ... .......... i ............. ........... ......... . ............. ............. ............. . ............. . ......... ........... .. .......................... ........................... ............. ............. . .............. ....... ...... .............. .............. ............................ ............. . ............. . ............. ......... .... ............................ ............. ............. ............. . .. . . ........... ............ ............ ........................ ............. I ... .............. ...... ........... ............. ..... ...................... ............. . ............. . .. ........G .......... ............ . ............. . ... ............................. ................ . ............................ ............. ............. ............. .............. ............ . .............. .............. .... ....................... ............. ........... ... .... .............. ......... .............. ............. ............ . .............. . ............. .............. . : . ....... ........................................ ...... ...... . . ...... .......... ............. ....... .......... ............ ............. ... ............. .............. ............. . ...... .............. .. ............. . ..... ............. .................. ..... ... . ............. ............. ............. ............. ... ..... .. .... . . . ............. . ...... ............. .............. .... ........ ............ ............. ... ............. .............. . .......... .............. .... . . ............. ... .............. ............. ............. .... ............. .............. ............. . :* .... ..... ............. ............. ....... ... ........... .. .............. ............. ............ I ........... ............. .......... ............ .............. ............. . . ............. ........... . ............. ............ ....... ............. . .............. ............. 1 ............. . ....... .... ............. . ...... .............. ............. . ............ I ............. . ...... ..... .... ............. ....... .... ......... ......... ... ............ ............................. . ............. .............. .............. ............. . ............. ............. ............. . . . ....... ............................. . ............. . ............... .............. zV.-a._/040 4/........1........... ........................... ............ .............. ............. ............... ............ . ................ .... ........ .............. ........... . . . ............. .... ............ ............. . ............ ..... .............. .............. ........ ...... ..... .......... ...... ....... .............. j�� . .... ....... ..5 ............... . ............. . ............. . ...... ...... ......... .................................... ...... ............................. .......... . ........... ............. .............. . . ........... ........ .... ..... .... ............. .............. ............. ......... . ................. ............. ............ ... : ............ ............. ............. I ............. ............. ... ......... ............................. . .............. . ......................... ........................... . .. ................... ........................... . .............. ............. I ... ........ ............. ........ ...... ............... .... ................. ................. I.......... .............. .i ........ ...... ............ . Sir.. ............ ............... ................ ......................... .............. .......... . ............ ........ .. ........................ .......................... ............................. .. . ...... . .......................... . .................. ..... ....... .... ............. ......... .... ... ........... ............. . ........... .............. ............... ............ .............. ............. ............. . ........... ..... ....... ......... ... I ............. ....... .. ......... .............. .............. .............. ............ ............. ............................ . ............. .......... .. ............. .............. ............. . ............. . ............ ........... . ............ ............. . ............ .............. .............. : ............... ............ ............ .... ...... .............. ............. ............. ........... .. . ............ . . ................. . ............ ............. ............. ............. ...... . ................... .............. ............ . ..... ..... ............. .....................................ti . ............. ... . ............. .......... .............. ............. .............. . ............. . ............. . ............. ............. ............. ............. ......... ... . ... ....... ............. ............ ............. ............. . ............. ............. ............. .............. ..... .............. ............. .............. .............. .............. ............. ............. ............ ...... 1 ... ............ ......... . . . . . ....... ............. ............. ............... ............. .............. .. ........... ............ ............. ............. ............. ............. ............. ............. ......... .. ............... ..... ... ............. ............. ........... . .......... . . .... ...... . ............ . ....... I ... ......... ............ I ............. t ............. . ........... . .. . ..... ............ ........... ........ ...... ... ........ .. .......... ....... ....... .............. ............. ............. ............. .... ............. ....... ...... .. ............ . ........... ......... ...... .............. ............. ............. ............. ............. .............. .............. ............. ............ ............ ............. . .............. .............. ............. ......... ............. . ...... ............. ....... . ....... ............ ............. ............. .......... .. .............. ............ ............. ............. ............. ........... ... ......... ............. . ............. . ............ ............. ............... ............. ............. .... ....... .......... . . .............. ............. ............. t ............. J HILL ENGINEERING PAGE: OF :5& 1013 DORWARD LANE JOB NO: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE. DATE: 3/92 BY JUH -------------------------------------------------------------------------------- BASEMENT RETAINING WALL DESIGN ----------------------------------- > DESCRIPTION :RETAINING WALL RW -1 - 5'-6" > DESIGN DATA --------------------------------------------------; ' SOIL PRESSURE @ TOE 953 pef ----------- 1,500 = Allow ; SOIL PRESSURE @ FOOTING Soil Bearing Press = 1,500 psf Ftg/Soil Friction Active Fluid Press = 30 pcf f'c - Concrete Passive Pressure = 200 pcf Fy - Reinforcement Soil Density = 110 pcf % Steel Minimum WALL LOADING CONDITIONS lbs ; ; ADDITIONAL RESTRAINT ----------------------- > Percent Fixity To Be Used @ Base of Wall > Surcharge over Toe = 0 psf > Surcharge over Heel > Axial Load On Stem = 424 plf > Axial Load Ecc. 0.35 2,500 psi = 40,000 psi = 0.0012 > Soil Ht over Toe = 12 in > UNIFORM LOAD (Added) _ > Bottom Above T.O.F. _ > Top Above T.O.F. WALL & FOOTING GEOMETRY ----------------------- > Retained Height = 5 ft > Toe Width > Height Above Soil = 0.5 ft Stem Width ------ > Heel Width Total Wall Height = 5.5 > Key Depth = > Key Width = > Toe / Key Dist. _ FOOTING WIDTH 0 in 0 in > Footing Thickness 0 ft 50 % 0 psf 0 1n 0 plf 0 ft 0 ft 0.5 ft 0.50 ft 0.5 ft 1.50 ft Awl ;- STABILITY SUMMARY --------------------------------------------------; ' SOIL PRESSURE @ TOE 953 pef 1,500 = Allow ; SOIL PRESSURE @ HEEL = 752 psf ; FACTOR OF SAFETY :. Sliding = 2.29 ; ONE-WAY SHEAR AT TOE SIDE OF STEM = < 1 > OK ; ONE-WAY SHEAR AT HEEL SIDE OF STEM = < 1 > OK ; ' RESTRAINT FORCE REQ'D AT TOP OF WALL = 82 lbs ; ; ADDITIONAL RESTRAINT READ AT BOTTOM = 0 lbs ; (J- J HILL ENGINEERING PAGE: d OF -36 1013 DORWARD LANE JOB NO: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE ------------------------------------------------------------------------------- DATE: 3/92 BY JUH SOIL PRESSURE SERVICE ULTIMATE ------------- Ecc. From CL = 0.029 ft Pressure ------- @ Toe = 953 -------- 1,475 psf (Neg. = Heel Side) Pressure @ Heel= 752 913 psf Kern Distance = 0.250 ft SLIDING CHECK @ BASE -------------------- > Ht. of Soil to Neglect = 0 in Max. Lateral Force = 293 # Passive Pressure = 225 # Max. Resis. Force = 673 # Friction Pressure = 448 # Addn11•Force Reqd = 0 F.S. Sliding = 2.293 TOE DESIGN Mu' =Upward Moment = 177 ft-# Mu DESIGN MOMENT = 144 ft-# Mu" =Downward Mom. = 32 f t-# d = Thickness -3.5" = 2.50 in As : Required = 0.019 in -2 'm' =18.823 As : Provided = 0.036 in -2 R -u =25.627 psi Fv = 2*(f'c".5) = 100.00 psi Try: #4 @ 66.9 in #7 @ 200.5 in Actual Shear / Phi = 27.08 psi #5 @ 103.5 #8 @ 263.5 " #6 @ 146.5 " #9 @ 333.5 " HEEL DESIGN Mu ''=Downward Mom. = 109 ft-# Mu : DESIGN MOMENT = 13 ft-# Mu' =Upward Moment = 122 ft-# d = Thk - 2" = 4.00 in As : Required 0.001 in-2/ft 'm' _ =18.823 As : Provided = 0.058 in-2/ft R -u =0.8701 psi One Way Shear: Try: #4 41.5 in #7 @ 48 in FV = 2*(f'c".5) = 100.00 psi #5 @ 48 " #8 @ 48 " Actual Shear / Phi = 26.96 psi #6 @ 48 " #9 @ 48 If MOMENTS AT BASE OF WALL Weight Moment MOMENT ----------------------- lbs Arm ft ft-# (Taken About Toe) ---------------------------------- Moment Due To Soil Pressure = -- -- -176 Moment Due To Surcharge = -- -- 0 Moment Due To Uniform Load = -- -- 0 Soil Wt over Heel = 275 1.25 = 344 Soil Wt Over Toe = 55 0.25 = 14 Surcharge @ Toe = 0 0.25 = 0 Surchrage @ Heel = 0 1.25 = 0 Stem Weight = 413 0.75 = 309 EFP @ Toe = 34 0.83 = 28 Axial Load on Stem = 424 0.75 = 318 Footing Weight = 113 0.75 = 84 Key Weight = 0 0.00 = 0 Total Vertical Load = ------- 1,279 # Tot. Moment= ------- 922 J HILL ENGINEERING 1013 DORWARD LANE NAPA, CA 94558 TEL:(707) 252-8135 PAGE: -'7 -OF -36 JOB NO: 01 - 31 SUBJECT: BGN DESIGN POWELL RESIDENCE DATE: 3/92 BY :. JUH STEM DESIGN AT BASE OF WALL --------------------------- --- > WALL MATERIAL : CONCRETE = 1, MASONRY = 2 -- » 1 «-- > f'm Masonry = STEM DESIGN BETWEEN.LATERAL SUPPORTS psi > Load Duration Factor = 1 > WALL MATERIAL CONCRETE = 1, MASONRY = 2 > Special Insp? Y=1 N=0 -> 0 > f'm Masonry = 1,500 psi > Load Duration Factor = 1 40,000 > Fs : For Masonry = 20,000 psi > Special Insp? Y=1 N=0 -> 1 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 1 > REBAR SIZE # # > Fy : For Concrete = 40,000 psi 176 ft-# Bot. Ht. above TOF = 2.65 ft > WALL THICKNESS = 6 in Loaded Section Ht = 2.85 ft > REBAR SIZE # # 4 Allow Axial Stress = (Default @ M=max) psi Rebar Area Supplied = 0.0445 in -2 Shear @ Section = 1 # REQ'D SPACING = 27.25 in Max Ms:Service = 169 ft-# psi Actual Moment Capacity= 236 P/FaAg + Ms/Mcap = Rebar Area Supplied = 0.043 in -2 Actual Axial Stress= NA psi 'd' for design = 3 in Allow Axial Stress = NA psi psi Bond Length Req'd = NA in Actual Moment Cap. = 447 Masonry Actual Allow. P/FaAg + Ms/Mcap = 0.378 f'm = NA NA psi fs = NA NA psi Allow Unit Shear = 85.0 psi Bond Length Req'd = NA in Actual Unit Shear = 0.1 psi STEM DESIGN AT BASE OF WALL --------------------------- --- > WALL MATERIAL : CONCRETE = 1, MASONRY = 2 -- » 1 «-- > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs': For Masonry = 20,000 psi > Special Insp? Y=1 N=0 -> 0 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 1 > Fy : For Concrete = 40,000 psi > WALL THICKNESS = 6 in Tot Lateral Press. = 293 # > REBAR SIZE # # 4 Max Ms:Service = 176 ft-# REQ'D SPACING = 52.75 in Actual Axial Stress= NA psi Allow Axial Stress = NA psi Rebar Area Supplied = 0.0445 in -2 'd' for design = 3 in Allow Unit Shear = 85.0 psi Actual Unit Shear = 13.9 psi Actual Moment Capacity= 236 P/FaAg + Ms/Mcap = 0.743 Masonry Actual Allow. f ' m = NA NA PSI fs = NA NA psi Bond Length Req'd = NA in J HILL ENGINEERING PAGE:4"4_OF_36 1013 DORWARD LANE JOB 90: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE DATE: 3/92 BY : JUH BASEMENT RETAINING WALL DESIGN ----------------------------------- > DESCRIPTION :RETAINING WALL RW -1 - 5'-6" (TO CHECK F.S. IN SLIDING W/O DEAD LOAD ON WALL) > DESIGN DATA TOE = 670 psf 1,500 = Allow i ----------- HEEL = 470 psf FOOTING Soil Bearing Press = 1,500 psf Ftg/Soil Friction = 0.35 Active Fluid Press = 30 pcf f'c - Concrete = 2,500 psi Passive Pressure = 200 pcf Fy - Reinforcement = 40,000 psi Soil Density = 110 pcf % Steel Minimum = 0.0012 WALL LOADING CONDITIONS ----------------------- > Percent Fixity To Be Used @ Base of Wall > Surcharge over Toe = > Axial Load On Stem = > Soil Ht over Toe = WALL & FOOTING GEOMETRY ----------------------- > Retained Height = > Height Above Soil Total Wall Height = > Key Depth = > Key Width = > Toe / Key Dist. 0 psf > Surcharge over Heel 0 plf > Axial Load Ecc. = 50 % 0 psf 0 in 12 in > UNIFORM LOAD (Added) > Bottom Above T.O.F. _ > Top Above T.O.F. _ 5 ft > Toe Width = 0.5 ft Stem Width = ------ > Heel Width = 5.5 FOOTING WIDTH = 0 in 0 in > Footing Thickness = 0 ft 0 plf 0 ft O ft 0.5 ft 0.50 ft 0.5 ft 1.50 ft 6 in 1- STABILITY SUMMARY --------------------------------------------------i SOIL PRESSURE @ TOE = 670 psf 1,500 = Allow i SOIL PRESSURE @ HEEL = 470 psf i FACTOR OF SAFETY : Sliding = 1.79 1 ONE-WAY SHEAR AT TOE SIDE OF STEM = < 1 > OK ; ONE-WAY SHEAR AT HEEL SIDE OF STEM = < 1 > OK RESTRAINT FORCE REQ'D AT TOP OF WALL = 82 lbs ADDITIONAL RESTRAINT READ AT BOTTOM = 0 lbs ; J HILL ENGINEERING PAGE: la—OF-3 1013 DORWARD LANE JOB NO: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE DATE: 3/92 BY JUH -------------------------------------------------------------------------------- BASEMENT RETAINING WALL DESIGN ----------------------------------- > DESCRIPTION :RETAINING WALL RW -1 - 3'-6" > DESIGN DATA WALL & FOOTING GEOMETRY > Retained Height = > Height Above Soil = .Total Wall Height = > Key Depth = > Key Width = > Toe / Key Dist. 3 ft > Toe Width 0.5 ft Stem Width ------ > Heel Width 3.5 FOOTING WIDTH 0 in 0 in > Footing Thickness 0 ft 0.35 2,500 psi = 40,000 psi = 0.0012 = 50 ----------- = 0 psf FOOTING in Soil Bearing Press = 1,500 psf Ftg/Soll Friction = 0 Active Fluid Press = 30 pcf f'c - Concrete Passive Pressure 200 pcf Fy - Reinforcement Soil Density = 110 pcf % Steel Minimum WALL LOADING CONDITIONS > ----------------------- Percent Fixity To Be Used @ Base of Wall > Surcharge over Toe = 0 psf > Surcharge over Heel > Axial Load On Stem = 424 plf > Axial Load Ecc. > Soil Ht over Toe = 12 in > UNIFORM LOAD (Added) > Bottom Above T.O.F. > Top Above T.O.F. WALL & FOOTING GEOMETRY > Retained Height = > Height Above Soil = .Total Wall Height = > Key Depth = > Key Width = > Toe / Key Dist. 3 ft > Toe Width 0.5 ft Stem Width ------ > Heel Width 3.5 FOOTING WIDTH 0 in 0 in > Footing Thickness 0 ft 0.35 2,500 psi = 40,000 psi = 0.0012 = 50 % = 0 psf = 0 in = 0 pif = 0 ft = 0 ft 0.5 ft 0.50 ft 0.5 ft 1..50 ft 6 in STABILITY SUMMARY ------------------------------------------------- SOIL PRESSURE @ TOE _ 568 psf 1,500 = Allow ; SOIL PRESSURE @ HEEL = 791 psf FACTOR OF SAFETY Sliding 5.37 , ONE-WAY SHEAR AT TOE SIDE OF STEM = < 1 > OK ONE-WAY.SHEAR AT HEEL SIDE OF STEM = < 1 > OK RESTRAINT FORCE REQ'D AT TOP OF WALL = 27 lbs ADDITIONAL RESTRAINT READ AT BOTTOM = 0 lbs J HILL ENGINEERING PAGE: //—OF ✓ 6 1013 DORWARD LANE JOB NO: 01 - 31 .NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE DATE: 3/92 BY : JUH -------------------------------------------------------------------------------- SOIL PRESSURE ------------- Ecc. From CL = -0.041 ft (Neg. = Heel Side) Kern Distance = 0.250 ft SLIDING CHECK @ BASE -------------------- Max. Lateral Force = 108 # Max. Resis. Force = 582 # Addn' 1 Force Recgd . = . 0 TOE DESIGN SERVICE ULTIMATE Pressure @ Toe = 568 828 psf Pressure @ Heel= 791 1,074 p8f > Ht. of Soil to Neglect = 0 in Passive Pressure = 225 # Friction Pressure = 357 # F.S. Sliding = 5.373 Mu' =Upward Moment = 107 ft-# Mu DESIGN MOMENT = 75 ft-# Mu '' =Downward Mom. = 32 ft-# d = Thickness -3.5" = 2.50 in As : Required = 0.010 in 2 'm' =18.823 As Provided = 0.036 in -2 R -u =13.258 psi 3' r FV = 2*(f'c-.5) = 100.00 psi Try: #4 @ 66.5 in #7 @ 200.5 in Actual Shear / Phi = 17.04 psi#5 @ 103.5 " #8 @ 263.5 " #6 @ 146.5 " #9 @ 333.5 ►' HEEL DESIGN Mu ''=Downward Mom. = 71 ft-# Mu : DESIGN MOMENT 60 ft-# Mu' =Upward Moment = 131 ft-# ( d = Thk - 2" = 4.00 in j As : Required = 0.005 in-2/ft 'm' _ =18.823 As : Provided = 0.058 in-2/ft R -u =4.1621 psi One Way Shear: Try: #4 @ 41.5 in #7 @ 48 in FV = 2*(f'c".5) = 100.00 psi #5 @ 48 " #8 @ 48 " Actual Shear / Phi = 24.31 psi #6 @ 48 " #9 @ 48 " MOMENTS AT BASE OF WALL Weight Moment MOMENT ----------------------- lbs Arm ft ft-# (Taken About Toe) ---------------------------------- Moment Due To Soil Pressure = -- -- -41 Moment Due To Surcharge = -- -- 0 Moment Due To Uniform Load = -- -- 0 Soil Wt Over Heel = 165 1.25 = 206 Soil Wt Over Toe = 55 0.25 = 14 Surcharge @ Toe = 0 0.25 = 0 Surchrage @ Heel = 0 1.25 = 0 Stem Weight = 263 0.75 = 197 EFP @ Toe = 34 0.83 = 28 Axial Load on Stem = 424 0.75 = 318 Footing Weight = 113 0.75 = 84 Key Weight = 0 0.00 = 0 Total Vertical Load = 1,019 # Tot. Moment= 806 Bot: Ht. above TOF = Loaded Section Ht = (Default @ M=max) Shear @ Section = Max Ms:Service Actual Axial Stress= Allow Axial Stress = 1.68 ft > WALL THICKNESS = 6 in 1.82 ft > REBAR SIZE #-: # 4 -1 # 37 ft-# NA psi NA psi Masonry Actual Allow. f ' m = NA NA PSI fs = NA NA psi Bond Length Req'd = NA in REQ'D SPACING = 27.25 in Rebar Area Supplied = 0.043 in -2 'd' for design = 3 in Actual Moment Cap. = 447 P/FaAg + Ms/Mcap = 0.084 Allow Unit Shear = 85.0 psi Actual Unit Shear = 0.0 psi STEM DESIGN AT BASE OF WALL --------------------------- --- > WALL MATERIAL : CONCRETE = 1, MASONRY = 2 --» 1 <<-- > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs : For Masonry = J HILL ENGINEERING > Special Insp? Y=1 N=0 -> 0 PAGE:-/Z--OF--z36 2,500 1013 DORWARD LANE .1 JOB NO: 01 - 31 40,000 psi NAPA, CA 94558 SUBJECT: BGN DESIGN > WALL THICKNESS = TEL:(707) 252-8135 Tot Lateral Press. = 108 POWELL RESIDENCE > REBAR SIZE # # 4 ------------------------------------------------------------------------------- Max Ms:Service = 41 ft-# DATE: 3/92 BY JUH STEM DESIGN BETWEEN LATERAL SUPPORTS 109 in --------------------------------------- > WALL MATERIAL CONCRETE = 1, MASONRY = 2 > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs : For Masonry . = 20,000 psi > Special Insp? Y=1 N=0 -> 1 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 1 > Fy : For Concrete = 40,000 psi - P/FaAg + Ms/Mcap = Bot: Ht. above TOF = Loaded Section Ht = (Default @ M=max) Shear @ Section = Max Ms:Service Actual Axial Stress= Allow Axial Stress = 1.68 ft > WALL THICKNESS = 6 in 1.82 ft > REBAR SIZE #-: # 4 -1 # 37 ft-# NA psi NA psi Masonry Actual Allow. f ' m = NA NA PSI fs = NA NA psi Bond Length Req'd = NA in REQ'D SPACING = 27.25 in Rebar Area Supplied = 0.043 in -2 'd' for design = 3 in Actual Moment Cap. = 447 P/FaAg + Ms/Mcap = 0.084 Allow Unit Shear = 85.0 psi Actual Unit Shear = 0.0 psi STEM DESIGN AT BASE OF WALL --------------------------- --- > WALL MATERIAL : CONCRETE = 1, MASONRY = 2 --» 1 <<-- > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs : For Masonry = 20,000 psi > Special Insp? Y=1 N=0 -> 0 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> .1 > Fy : For Concrete = 40,000 psi > WALL THICKNESS = 6 in Tot Lateral Press. = 108 # > REBAR SIZE # # 4 Max Ms:Service = 41 ft-# REQ'D SPACING = 109 in Actual Axial Stress= NA psi Allow Axial Stress = NA psi Rebar Area Supplied = 0.0432 in -2 'd' for design = 3 in Allow Unit Shear = 85.0 psi Actual Unit Shear = 5.1 psi Actual Moment Capacity= 114 - P/FaAg + Ms/Mcap = 0.362 Masonry Actual Allow. f'm = NA NA psi fs = NA, NA psi Bond Length ReQ'd = NA in J HILL ENGINEERING PAGE: �5 -OF.3� 1013 DORWARD LANE JOB NO: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE DATE: 3/92 BY JUH -------------------------------------------------------------------------------- BASEMENT RETAINING WALL DESIGN ---------------------------------- > DESCRIPTION DESCRIPTION :RETAINING WALL RW -2 - 5'-6" > DESIGN DATA ----------- FOOTING : Soil Bearing Press = 1,500 psf Ftg/Soil Friction = 0.35 Active Fluid Press = 30 pcf f1c - Concrete = 2,500 psi Passive Pressure = 200 pcf Fy - Reinforcement = 40,000 psi Soil Density = 110 pcf % Steel Minimum = 0.0012 WALL LOADING CONDITIONS - > ----------------------- Percent Fixity To Be Used @ Base of Wall = 50 % > Surcharge over Toe = 0 psf > Surcharge over Heel = 0 psf > Axial Load On Stem = 0 plf > Axial Load Ecc. = 0 in > Soil Ht over Toe = 12 in > UNIFORM LOAD (Added) = 0 plf > Bottom Above T.O.F. = 0 ft > Top Above T.O.F. = 0 ft WALL & FOOTING GEOMETRY > ----------------------- Retained Height = 5 ft > Toe Width = 1 ft > Height Above Soil = 0.5 ft Stem Width = 0.50 ft ------ > Heel Width = 0.5 ft Total Wall Height = 5.5 ------ FOOTING WIDTH = 2.00 ft > Key Depth = 0 in > Key Width = 0 in > Footing Thickness = 6 in > Toe / Key Dist. = 0 ft ;- STABILITY SUMMARY --------------------------------------------------; SOIL PRESSURE @ TOE = 314 psf 1,500 = AlloW ; SOIL PRESSURE @ HEEL = 634 p8f ; FACTOR OF SAFETY Sliding 1.90 ; ONE-WAY SHEAR AT TOE SIDE OF STEM = < 1 > OK ; ONE-WAY SHEAR AT HEEL SIDE OF STEM = < 1 > OK ; ' RESTRAINT FORCE REQ'D AT TOP OF WALL = 82 lbs ; ; ADDITIONAL RESTRAINT READ AT BOTTOM = 0 lbs ; J HILL ENGINEERING PAGE: /�� OF 36 1013 DORWARD LANE JOB NO: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE DATE: 3/92 BY JUH -------------------------------------------------------------------------------- SOIL PRESSURE ------------- Ecc. From CL = -0.113 ft (Neg. = Heel Side) Kern Distance = 0.333 ft SLIDING CHECK @ BASE -------------------- Max. Lateral Force = 293 # Max. Resis. Force = 557 # Addn' 1 Force Reqd = 0 TOE DESIGN SERVICE ULTIMATE Pressure @ Toe = 314 518 psf Pressure @ Heel= 634 808 psf > Ht. of Soil to Neglect = 0 in Passive Pressure = 225 # Friction Pressure = 332 # F.S. Sliding = 1.898 Mu' =Upward Moment = 283 ft-# Mu DESIGN MOMENT = 154 ft-# Mu ''=Downward Mom. = 130 ft-# 0 -- -- 0 275 1.75 = 481 110 d = Thickness -3.5" = 2.5O.in in As : Required = 0.021 in -2 'm' _ =18.823 34 As : Provided = 0.036 in -2 R -u -u =27.330 psi Fv = 2*(f'c-.5) = 100.00 psi Try: #4 @ 66.5 in #7 @ 200.5 in Actual Shear / Phi = 23.16 psi #5 @ 103.5 " #8 @ 263.5 " " Actual Shear / Phi = 18.04 #6 @ 146.5 #9 @ 333.5 " HEEL DESIGN Mu ''=Downward Mom. = 109 ft-# Mu : DESIGN MOMENT = 11 ft-# Mu' =Upward Moment = 98 ft-# 0 -- -- 0 275 1.75 = 481 110 d = Thk - 2" = 4.00 in As : Required = 0.001 in-2/ft 'm' _ =18.823 34 As : Provided = 0.058 in-2/ft R -u =0.7879 psi One Way,Shear: 0 ------- Try: #4 @ 41.5 in #7 @ 48 in FV = 2*(f'c-.5) = 100.00 psi #5 @ 48 " #8 @ 48 " Actual Shear / Phi = 18.04 psi #6 @ 48 " #9 @ 48 " MOMENTS AT BASE OF WALL ----------------------- (Taken About Toe) Moment Due To Soil Pressure = Moment Due To Surcharge = Moment Due To Uniform Load = SolI Wt Over Heel = Soil Wt Over Toe = Surcharge @ Toe = Surchrage @ Heel = Stem Weight = EFP @ Toe = Axial Load on Stem = Footing Weight = Key Weight = Total Vertical Load = Weight Moment MOMENT lbs Arm ft ft-# ---------------------------------- -- -- -176 -- -- 0 -- -- 0 275 1.75 = 481 110 0.50 = 55 0 0.50 = 0 0 1.75 = 0 413 1.25 = 516 34 0.83 = 28 0 1.25 = 0 150 1.00 = 150 0 ------- 0.00 = 0 ------- 948 # Tot. Moment= 1054 J HILL ENGINEERING PAGE: �s OF 3� 1013 DORWARD LANE JOB NO: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(.707) 252-8135 POWELL RESIDENCE -------------------------------------------------------------------------------- DATE: 3/92 BY JUH STEM DESIGN BETWEEN LATERAL SUPPORTS > ------------------------------------ WALL MATERIAL CONCRETE = 1, MASONRY = 2 > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs : For Masonry = 20,000 psi > Special Inap? Y=1 N=0 -> 1 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 1 > Fy : For Concrete = 40,000 psi Bot. Ht. above TOF = 2.65 ft > WALL THICKNESS = 6 in Loaded Section Ht = 2.85 ft > REBAR SIZE # # 4 t (Default @ M=max) Shear @ Section = 1 # REQ'D SPACING = 27.25 in Max Ms:Service = 169 ft -J/ Rebar Area Supplied = 0.043 in -2 Actual Axial Stress= NA psi 'd' for design = 3 in Allow Axial Stress = NA psi i Actual Moment Cap. = 447 Masonry Actual Allow. P/FaAg + Ms/Mcap = 0.378 f'm = NA NA psi fs = NA NA psi Allow Unit Shear = 85.0 psi Bond Length Req'd = NA in Actual Unit Shear = 0.1 psi STEM DESIGN AT BASE OF WALL ' > --------------------------- WALL -MATERIAL CONCRETE = 1, MASONRY = 2«-- --- > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs : For Masonry = 20,000 psi > Special Insp? Y=1 N=0 -> 0 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 1 > Fy : For Concrete = 40,000 psi > WALL THICKNESS - 6 in Tot Lateral Press. = 293 N > REBAR SIZE # N 4 Max Ms:Service = 176 ft-# REQ'D SPACING = 52.75 in Actual Axial Stress= NA psi Allow Axial Stress = NA psi Rebar Area Supplied = 0.0445 in -2 'd' for design = 3 in Allow Unit Shear = 85.0 psi Actual Unit Shear = 13.9 psi Actual Moment Capacity= 236 P/FaAg + Ms/Mcap = 0.743 Masonry Actual Allow. f'm = NA NA psi fs = NA NA psi Bond Length Req'd = NA in J HILL ENGINEERING PAGE: /6 OF ---6 1013 DORWARD LANE JOB NO: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE ------------------------------------------------------------------------------- DATE: 3/92 BY JUH BASEMENT RETAINING WALL DESIGN ---------------------- ------------- > DESCRIPTION :RETAINING WALL RW -2 - 3'-6" > DESIGN DATA ----------- FOOTING Soil Bearing Press = 1,500 psf Ftg/Soil Friction = 0.35 t Active Fluid Press = 30 pcf f1c - Concrete = 2,500 psi Passive Pressure = 200 pcf Fy - Reinforcement = 40,000 psi Soil Density = 110 pcf % Steel Minimum = 0.0012 WALL LOADING CONDITIONS i- - - - - - - - - - - - - - - - - - - - - - - > Percent Fixity To Be Used @ Base of Wall = 50 % 4 b > Surcharge over Toe = r 0 psf > Surcharge over Heel = 0 psf > Axial Load On Stem = 0 plf > Axial Load Ecc. = 0 in i > Soil Ht over Toe = 12 in > UNIFORM LOAD (Added) = 0 plf > Bottom Above T.O.F. = 0 ft > Top Above T.O.F. = 0 ft WALL & FOOTING GEOMETRY ----------------------- t > Retained Height = 3 ft > Toe Width = 1 ft > Height Above Soil = 0.5 ft Stem Width = 0.50 ft ------ > Heel Width = 0.5 ft Total Wall Height = 3.5 ------ FOOTING WIDTH = 2.00 ft > Key Depth = 0 in > Key Width = 0 in > Footing Thickness = 6 in > Toe / Key Dist. = 0 ft I- STABILITY SUMMARY--------------------------------------------------� SOIL PRESSURE @ TOE = 162 psf 1,500 = AlloW SOIL PRESSURE @ HEEL = 525 psf FACTOR OF SAFETY Sliding 4.30 , ONE-WAY SHEAR AT TOE SIDE OF STEM _ < 1 > OK , ONE-WAY SHEAR AT -HEEL SIDE OF STEM = < 1 >. OK f ' RESTRAINT FORCE REQ'D AT TOP OF WALL = 27 lbs ADDITIONAL RESTRAINT READ AT BOTTOM = 0 lbs ; J HILL ENGINEERING PAGE:__/'_7_OF_36__ 1013 DORWARD LANE JOB NO: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE DATE: 3/92 BY JUH -------------------------------------------------------------------------------- SOIL PRESSURE ------------- Ecc. From CL = -0.176 ft (Neg. = Heel Side) Kern Distance = 0.333 ft SLIDING CHECK @ BASE -------------------- Max. Lateral Force = 108 # Max. Rests. Force = 466 # Addn'l Force Regd = 0 TOE DESIGN SERVICE ULTIMATE Pressure @ Toe = 162 246 psf Pressure @ Heel= 525 717 psf > Ht. of Soil to Neglect = 0 in Passive Pressure = 225 # Friction Pressure = 241 # F.S. Sliding = 4.301 Mu' =Upward Moment = 162 ft-# Mu DESIGN MOMENT = 33 ft-# Mu ''=Downward Mom. = 130 ft-# =Upward Moment = 85 ft-# 0 -- d = Thickness -3.5" = 2.50 in As : Required = 0.004 in -2 'm' =18.823 As : Provided = 0.036 1n-2 R -u =5.7885 psi FV = 2*(f'c-.5) = 100.00 psi Actual Shear / Phi = 14.25 psi HEEL DESIGN Try: #4 @ 66.5 in #7 @ 200.5 in #5 @ 103.5 " #8 @ 263.5 " #6 @ 146.5 " #9 @ 333.5 of Mu ''=Downward Mom. = 71 ft-# Mu : DESIGN MOMENT = 14 ft-# Mu' =Upward Moment = 85 ft-# 0 -- -- 0 165 1.75 = 289 110 d = Thk - 2" = 4.00 In As : Required = 0.001 in-2/ft 'm' _ =18.823 34 As : Provided = 0.058 in-2/ft R -u =0.9605 psi One Way Shear: = .0 Try: #4 @ 41.5 in #7 @ 48 in FV = 2*(f'c-.5) = 100.00 psi #5 @ 48 If #8 @ 48 " Actual Shear / Phi = 14.68 psi #6 @ 48 If #9 @ 48 " MOMENTS AT BASE OF WALL ----------------------- (Taken About Toe) Moment Due To Soil Pressure = Moment Due To Surcharge Moment Due To Uniform Load = Soil Wt Over Heel = Soil Wt Over Toe = Surcharge @ Toe = Surchrage @ Heel = Stem Weight EFP @ Toe = Axial Load on Stem = Footing Weight = Key Weight = Weight Moment MOMENT lbs ---------------------------------- Arm ft ft-# -- -- -41 -- -- 0 -- -- 0 165 1.75 = 289 110 0.50 = 55 0 0.50 = 0 0 1.75 = 0 263 1.25 = 328 34 0.83 = 28 0 1.25 = 0 150 1.00 = 150 0 0.00 = .0 Total Vertical Load = 688 # Tot. Moment= 809 J HILL ENGINEERING PAGE: /8 OF 36 1013`DORWARD LANE JOB NO: 01 - 31 NAPA, CA 94558 SUBJECT: BGN DESIGN TEL:(707) 252-8135 POWELL RESIDENCE DATE: 3/92 BY JUH 7------------------------------------------------------------------------------- E STEM DESIGN BETWEEN LATERAL SUPPORTS > WALL MATERIAL CONCRETE = 1, MASONRY = 2«-- > f'm Masonry = 1,500 psi > Load Duration Factor = 1 > Fs : For Masonry = 20,000 psi > Special Insp? Y=1 N=0 -> 1 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 1 > Fy : For Concrete = 40,000 psi Bot. Ht. above TOF = 1.68 ft > WALL THICKNESS - 6 in Loaded Section Ht = 1.82 ft > REBAR SIZE # # 4 (Default @ M=max) Shear @ Section = -1 # REQ'D SPACING = 27.25 in Max Ms:Service = 37 ft-# t Rebar Area Supplied = 0.043 in -2 f Actual Axial Stress= NA psi 'd' for design = 3 in Allow Axial Stress = NA psi Actual Moment Cap. = 447 Masonry : Actual Allow. P/FaAg + Ms/Mcap = 0.084 f'm = NA NA psi fs = NA NA psi Allow Unit Shear = 85.0 psi ' Bond Length Req'd = NA in Actual Unit Shear = 0.0 psi G STEM DESIGN AT BASE OF WALL �; > --------------------------- WALL MATERIAL CONCRETE = 1, MASONRY = 2 --» 1 «-- > f'm` Masonry = 1,500 psi > Load Duration Factor = 1 . > Fs : For Masonry = 20,000 psi > Special Insp? Y=1 N=0 -> 0 > f'c Concrete = 2,500 psi > Rebar: Cntr=1, Edge=2 -> 1 > Fy : For Concrete = 40,000 psi > WALL THICKNESS = 6 in Tot Lateral Press. = 108 # > REBAR SIZE # # 4 Max Ms:Service = 41 ft-# REQ'D SPACING = 109 in Actual Axial Stress= NA psi Allow Axial Stress = NA psi Rebar Area Supplied = 0.0432 in -2 'd' for design = 3 in Allow Unit Shear = 85.0 psi Actual Unit Shear = 5.1 psi Actual Moment Capacity= 114 P/FaAg + Ms/Mcap = 0.362 Masonry Actual Allow. f ' m = NA NA psi fs = NA NA psi Bond Length Req'd = NA in J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 .............<.............:............ ......... ! .............. ............. ........... . ..... 4............. ........ . . ............. . ............ .............. .............. ............................. ............................ . ............. ............. p JOB SHEET NO. - OF - CALCULATED BY- DATE CHECKED BY DATE SCALE ............. ............ ............. ............. .............. .............. ...................... M .= : . 17 5 "K - /V r) —I - t"' 4 1 6N I J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB D( -3! SHEET NO. Z �0 OF CALCULATED BY `' ^ DATE CHECKED BY DATE ArAI F J KILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB /2/ SHEET NO. OF CALCULATED BYy DATE CHECKED BY DATE SCALE J BILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB SHEET NO. OF ✓'� CALCULATED BY DATE CHECKED BY DATE SCALE J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 ...................... 01 :00 - ....... . ........ JOB 01-31 0 SHEET NO. 'F CALCULATED BY DATE CHECKED BY DATE SCALE S ......... .. .............. 4 ...... ................... .. ......... ........ .................. .......... .............. .............. .............. !.4 .......... 7 7 . ............. . ............. ...... ... ......... ........... . ............ .............. ............. .............. .............. ...... . ............. ..... ..... ............. ........ ............. ............. :AA,4- .. . ............. ............. . ........... ............ ........ 3 .............. ......... .......... .............. .............. ......... ............. ..... ............ ............................ ....................... .452 1Z 7 If. .............. ............. .............. .............. ............. L. . . ...... . ...... ..... . .......................... ............. ............. . ............. ............................. .............. .............. ............ .............. .............. /vz" ........... . . .............. ............................ ............. ............. 511, ........ . .............. I * . ... ....... ....... . .. .............. ............. . ............. b"* -11-1 ............ ............. . ............. . ... A -75 i .............. ............. ............. ............. ............. . ............. F ............ .............. ... . ....... .......... . ............ ..... ............................. .............. ............. . 4 . ............. ............ ........ ... ............................ . ............. ............. x: .............. .............. ............. .............. .............. .............. 7. ............. ..... ............... I .............. . . ............. . . ......... .............. .................. .. .......... I I ........... . jw .......... .... ....... .... ........ .............. ............. . ........... . ............. .............. ? ... .. ...... .... .......... .............. ............. ............. ............. .............. ............. .. ......... .... ......... .............. .............. ............. ............ . ............. . ............. ? .............. .............. i ............. ............. ............. .............. ..... ...... . ............. . ........... .......... .............. 17 4 5 Z- .......... ... .............. .............. ............. . ............ ... . ..... . ............ .............. .............. ............ ............. ... .............. .......... . .............. : ............. ....... .... ............ ............................ //V41-5 ......... ............. .............. i ..................... . ....... i ............. .......... .................. . ...... : A. e 1/ .4 Z' ............................ ............. . ........... ............. . .... ...... ............................ ........ . .................... .......... .. .............. .............. ............. ............... ........... .............. .......... .. ......... ............. ............. ............. ............. .. ......... . ........... ........... ... . ............ .............. 14 /ME7 1 ............. . ............. ............. .. ............ ........... ............. 131 . . ................ .............. ............. ............ .............. ............. ............. ......... ... . ......... 9: ............. ............. . ...... ............. ............. . ............ T .......... ............ ................ .............. .............. ............. ............. ......................... . ............. �'YV4 ... .. ..... .... ......... .......... T ............... ...... ............. ............. .............. ............. .............. ............. .................. i ......... .. * **,4* .... ........ ...... ....... .......... 7 f 125 ...... ............. ............. . I .: .............. .......... ............ .............. ............. ............. ............. ...... ........ ............................ ............. ......... fic I . .......... .. .......... . L ��4 ............ ............ . ..... ............... ............. . ... ...... ............. ............. ............. ............. . ..... .......... .......... PZ97 . ..... .......... ............. 4 ....... ...... ............ .... ...... ......... ... .............. .... ... . .......... ............. ............. ... ............... .............. ............ .............. ............. I ....... ....... ............ . .............. ............. ............. .............. ............. .............. .............. .......... ............ ............. ............. S. ......... ...... .. . .......... .............. ..... ....... ............. .......... ........... ...... ....... ............. ....... ............. .............. ............. W, ...... ............. . ............. ............. .............. ........................... ....... .......... ............. ............ .......... .......... .. ............. ............ . .............. 7 .............. . ............. .......... 9 ........................................ ........... ... .. ......... ............. r ............ .............. .............. ........................ .. . ....... ............. t .............. ............. .............. .............. ............. ............ ... .... .... ............. ............. ............. I ....... . ..... * ....... ............. .......... .. . ............. ............. .... .... ... I .. . ......... .. .............. .......... ... ........... . ... ....... . ............. 117 7 eic) ............. . ............. . ............. ............ . ........... .............. ............. ............ . ............ .. . .. ............. . ............. ............. . ............. ............. ......... .... LZ .............. ........... . .......... .... ............. . .............. ..... ....... ............. .......... e . ............ ............. .............. ............A........ .... . ........ .......... ............. /0 'x 12 .......... .. . ......... .... .... ....... . ......................... J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB 401/-/x- 3/ SHEET NO. v 46 OF CALCULATED BY 4/L DATE CHECKED BY DATE SCALE J BILL ENGINEERING - 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB Dl - `3 / SHEET NO. `�. /+ OF 360' CALCULATED BY v DATE 31191? CHECKED BY SCALE DATE J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB 0/-,3/ SHEET NO. O l OF 23 CALCULATED BY- DATE 115/P4? CHECKED BY DATE J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB SHEET NO. -9 - OF CALCULATED BY -Z DATE CHECKED BY DATE SCALE . . ......... ...... .... ................... .... .. . ............. ............ .. ... .............. ....... .. ...... ............ ......................................... ............. . ........ ... ........... 7 'q i A 7- 01 IF ize : .. ............ .............. .... ..................... ............ 7 . .......... I ................ .... ...... ........... . .......... .............. .............. ............. , . . .......... .............. . . . ... ........... w -7 �j Y - (I-ef5-x 47 KS,- : . ....... .............. ............ . . ............. .............. !..!7 1 .............. .............. .......... . ............ ........ .. ............. ........ . ........... . �z ... ............. ........ . .......... ....... ..... ... .... .. ... ....... ...... ...... . .............. .............. .............. ......... . ..................... ......... ............................ ............. .......... .............. ; I J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB jq/- SHEET NO. 30 OF CALCULATED BY DATE - CHECKED BY DATE SCALE ............. ............. ............ ............. .......... ............. ............. ............. . .......... ............. .............. .... ....... ............. ........... .. .............. i. .. .......... ............................ ............ . ..... ... ........ . .. . . ....... ...... ..... ...... ............. ........ . . . .......... ............. .............. .... . 1j.4 S -v .......... ... ....... . . ............. ........... ..... .. .. ............................ ............. ............. ............ . ........ .............. ............. .............. ............ ......... .... ....... ... ......... .... .. 4 ..... .... ............. ............. ............. ........................... . ...................9 ...... ..... ............... .............. . . . . . . ....... ...... .. : ............. . ...... .......... . ........................... 4 ............ ....................... ....... ..................... ............ ............. .............................. ....... ... ................ ......... .... ................... ........................ ........... ....... ..................................................... .. .. ...................................................... .... ..... . ....................... . ............. ........I........................... ................................................................................... ................... ........ ....................... AA ... .... .. ............. . .............................. ...............:........ . .... . ..... ............. . ............ . . .............. ............ .............. ............. ............... ............. ............. ............ . ........................... ...i .............. ............. " .. . ......... ............. . ............. .............. ........... .....7 . .............. .....6i ............. .............. i ... .............. ............. * .............. I .... . ............. ................ .............. ............. ............ ............ . ......... .............. ............ .............. ............. ............................ ............. . .............. ............. ............ ... . ....................... .............. ............. .............. ............. ............. .............. ............ ......... .... .............. .............. ...... . ............. ............ ............. zz . . .. ..... .... . ....... ......... . ............. . ... .......... .............. .............. ............. . .. .... J . ......... ................... ...... ..... . ............ ..... .. ........... .......... ........ .... :.jj� ... .. ot ... .......... .............. ............ ....... ..... ............. ... .... ...... ............ ........... ............ ............. ... ......... ............. ............. .... ........ ............. ............. ............. ........... ............. ............. ...... i . 01 / ........ .... .............................. . ........... .............. ........... ........... . . .... ..... . ......... ......... ............... ............. ........... . ... ...... ........... ...... ...... . ............ .......... .. % ............. ............... ....... .............. ............ .............. ........................ . .......................................... ....... ............. ............. ............. ............. . ............. . ............ ............. i .............. ....... .............. I . ............ . .............. ........... ............. . ............. ............. .............. . ............ .............. ............. . ............. ............ .............. . ......... . ............. 4 . ..................... ...................................................... .... ........... ........... . . ................. ......................................: .............. X14 ........ : ................. ...... ...... ............. ............. .. ......... ..... . ............................ .............. . ......... ............ ........ ..... . . ............. ....... ............. ............. ............. . ............ I . ............ . ...... .. . . ... . . ......... ... ............. ..... ..... ....... .............. .... .............. ;: ........... . . ........... .............. ............................ ............ . ........... ;.: ........... ....... ...... .......... . ... ......... . ............ .... . ........ ...... .. .. ............ ......... ...... ........... .......... ............ ............. ... ... . ...................... ... ... ............. .......... ............. ........... .................... ........................ ............. ............. . ............. I .................... ............................ .............. ......... . ................. ............ . . . ................. ............. .......... ... ............. ....... 7 1 ................./............ . . .. . . .... .... .. ....... . ...... ...... ............ ..... ....... . .. ....... ........ .. ............. ............. .... : ............ ............ ............. .............. . .... .............. ............. ............... ............. ............ ............. . ........... . ........................................... -ill-'-, ...... ..... .............. .......... . . ............ ............. ............ .............. . . .............. i ... .......... ....... ........ .............. ............. ..... ........ . ........... ............. ............. I ... .............. .. ......... ......... . ......... j!Z . .......... ......... ............ . ............. . .. ........... ............. ............. . ........ .... ...... . ........... le,�! Z�� .... . ............ ........ ............. ....... .... ............. . ............. ............. . . ............. . 1.5e . y- .. ......... .. .... ...... ............. z .............. ............ . . .......... ....... ............. ............ ............. . ... ......... ............. .............. .............. ......... . ..... ....... ........ ............. .............. .............. ...... ............. ............. I ....... ...... ............. ............. ............. 4 . ............. . ............ .............. .............. .............. .......... 'd .............. ............. ............. .. ........... v ............................ ............. ...... ............ .......... .............. M.. . .... ........ .......... . ........ .. ........ .......... ... .. ......... .... ........ ................ v :61 ; ......... . . . .. ........ ............. : .. .......... ...................... .............. ............. ............ ............. ............. ............. ............. ............. .............. .............. ............. ............. ............. ...... ............. . ...... ............... ............. ............. .............. . ........... . ..... .. .. ......... ......... ... ............. .............. ............. .... ......... ............. . ............. . ............ 1 : ............. .............. ...... ....... .............. . . ............. . ............. V ............ ............ ............ ............. ............ ............. ............................. ...... ........... ............. ............. ............. I ..... ...... I ............. ........... .............. ............. I ..... ........ ............. ............. I ............. . ...... ............. ............. ; . ..... . . . ........ ........ .... . .............. ............. .............. ............. ............. ............. .... ........ ............. ............. I ..... ............. . .............. ..... .............. ...... ...... ......... . ............. ............ ...... I . ........... .............. .............8..9............... ............. .............. .............. . ............ ............. yx; ............ ............. .............. ............. ............. .............. .............. ............................ ............. ............. ............. ............. ......... .. ............. ............. . ............. .......... .. ............. ............. ... .............. .............. .............. ...... ... ....... .............. .............. .............. ............. ............. ... .......... ....... . ............. ............. ............. .............. ...... ..................... ............. ............. ............ ........... . ........ ............ . ............ ............. . ............... ........... ................ ............. ........ ........ ........... j ......... . w ............ . ............. . ............. .............. .............. .............. ............. ............. ............ ............. ............. ............... I ................... . ....... .............. . .............. . .......... ............. ...... .............. .............. ............. . ............. .... ......... ............ .............. ...... ............. ............. ........... ........ .... ............. ............. ............................ ............. .......... ... ....... ............ ... ......... ... ..... ............. .......... ... .......... ... ....... . . ............. .......... . ..... ....... ............. ............. ............. ........................... .............. ............. .............. ....... . .... .............. ............. . ............. ............. ............. ............ .. .......... ............................ ............. .............. . ........... ............. . ............. .............. I . ............ ........ ................................. ............ . ................. .............. ............. .. ........ ... ......... . ............. .............. ............. ..... . ...... ... ......... ............. ............. ............. ............. . ............. ............. ............. ............. ............. . ............ . ............. ... .............. ........ .............. . ........... .. ........ ........... . ......... ............. .............. ............. ............ .............. ............. ..... ....... . . ............. ........... . ............ .............................. ............. . ............ . ............ . ............. . ............. . ............ .............. ............. ............. ............. ............. .......... ............. ....... . ............. . ............. ......... . ... ........ .............. .............. .............. ............. .............. .............. .............. .............. ......... . ........... ............. ............. ........... ; ......... .. . ........... . ............ .: ........ . . . ......... ........ . ............. ............. ..... ............................ .............. ............................ . . ..... ............. .............. ... .... .. ... .... ............. ............ . .. ...... ............. .............. .............. ............. ............ ............. ............. ............. ...... ..... . . ........................ ............. . ......... . ...... ....... .............. ............ ............. 4 ......... ... .............. ............. . ............ . . .. ............... .... ..... .... ..... ........... . ............. ........ .... ............ ............. ............ ............ . ......... ......... ... . ......... ............. ....... ......... .................. ............. . ........... . ........ .... . . . ............. ....... ..... . .............. .. .......... .. ............. ............. . .... ........ ............. . ............. ............ .............. .............. ..... ........ .............. ............. . ............ ............ ........ . ............. .............. ............. ... ............ ......... ... ............. .......................................... ............. ............. ............. . ............. . ............. ............. ............. . ................... . . ............... ............................. ............. . .. . .................. .... ... . ........ ... ......... ....... . . . . . ............ .......... J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 //SHEJOB (//- SHEET ET NO.� OF CALCULATED BY `' DATE �v CHECKED BY DATE SCALE J BILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 SHEET NO. / ,'�5 z OF a CALCULATED BY ✓ y DATE -f ( 90 CHECKED BY DATE J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB 01-'51 -'5/ SHEET NO. CALCULATED BY OF `� DATE- ATE CHECKED CHECKED BY DATE SCALE J HILL ENGINEERING T. 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB SHEET NO. OF CALCULATED BY DA' CHECKED BY DATE SCALE , -------------- - -- ----x 1 7/: * ' - i �':16jr_ /v -1W..Vv. JIL -Lj A<: BeA10 WA 4 C 4,9' C A14. W ot 7He C01VC#: 1013 Dorward Lane Napa, CA 94558 (707) 2 52 -8 135 oe JOB- SHEET SHEET NO. `-/� CALCULATED BY ✓ Of DATE CHECKED BYD DATE SCALE .. roo�-#V,6) A �4,41,epVoev .-JIV4 ...... .. ......... .. 4 ............ . ... ................ J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB 01-51 SHEET NO. �5 5 OF CALCULATED BY. DATE .5 /,90 CHECKED BY DATE SCALE .......... ......... .. ........... MA .......... . ............................ . ......................... 3'-L2 e,. e, (I J_ U_ FWY7.r_, p_E_ 1013 Dorward Lane Napa, CA 94559 ( 70 7) 2 52 -9 13 5 JOB SHEET NO. OF CALCULATED BY r� v DATE CHECKED BY DATE SCALE 9 do (yl ig 5 I. 4 I 3 I I 2 I 1 Samboat Fuck i d a� � 4 kv Elio Mountain_ fid i Addl Lrt Oreach Ln) Jr ts h- Runaway ,.Rd. _it I-' Hiddo i ValleY Rd r' T�v_o 'reeks r D _-� ietree .Canyon Pd' 0J SPG SOLAR ,00po"o..o.MAL.Q 863 E. FRANCISCO BLVDmm"ame� SAN RAFAFL CA 94901 .o CA UC. #759086 'nEu,.wit, M0bdW 0;AVMYAUTN0 "Tm �v�e r�meoo�" 415459-4201 °"°.°"""` AU RO ""COMM 5 4 1-1 a- I oesarnM I S I c- I— I RICHARD POWELL 3343 CORY CANYON ROAD BUTTE VALLEY, CA 95965 (530) 518-2450 10KW PHOTOVOLTAIC ARRAY GROUND MOUNTED @ 22 DEGREE TILT ON 22 DEGREE SLOPING TERRAIN (60) KYOCERA KC20OGT PV MODULES (2) FRONIUS IG -5100 PV INVERTERS BUTTE COUNTY - XJILDING DIVISION APPROVED ' Owner: & r BP# • _ `7 APNQ+"L-LCj-U/� FILE COPY 3343 CORY CANYCM ROAD, BUM VALLEY CA 95M I ( COVER SHEET 530) 518.2450 BUILDING FEWrr DWG z i D c s A 18'• 5 1 4 1 31 1 2 1 1 PV ARRAY (FLAT FOR ACCURATE MEASURE) )GALE: 3 / 4" = l' SCALE B104SH 90DEG ANGLES BLINE 22 DEGREE :N ANGLE BRACKETS CONCRETE FOOTINGS 12"W X 30"13 A POSTS RUN TO BOTTOM 3'-3" 4'$8" KYOCERA KC20OGT PV MODULES PORTRAIT ORIENTATION) BUTTE:COUNTY BUILDING DIVISION p �O SPG SOLARREMKM 863 E. FRANCISCO BLVD SAN RAFAEL, CA 94901 CA LIC. #759086 415-459-4201 0Rrw g /"®lONt WM oo n..auwNo,wo»�,o�T��rao�o" aoer� ..aw„owoow►� w�aoano�N.w�e.M.wro naacuwrarwernw.wro"e".a�onw�u�war�o we IIED.MUIIOIP MN►ARf,AM&YAUnl0E�1010"E WAWA ! w*ma�Mwo�weourrum�wvnm�aarr�nre °F�Ot01A""` �`�""�'°'�O POWELL 3343 CORY CANYON , BUTTE VALLEY CA 1x5985 530 518-2450 � PROPERTY i/ L/`1q YOUT REV DATE oeoGavnoN n OW APM CAM W— "'°"'="" fFW= =M AW—cm ' .o.nK. oR. BUILDING PERMIT DWG tir-t.,..o,m.. 5 4 2 1 5 (10.) KC20OGT PV MODULES (IN SERIES) D I 1 (10) KC20OGT PV MODULES (IN SERIES) I (10) KC20OGT PV MODULES (IN SERIES) I (10) KC20OGT PV MODULES (IN SERIES) I (10) KC20OGT PV MODULES (IN SERIES) (10) KC20OGT PV MODULES (IN SERIES) POWELL 10KW PV ARRAY c (60) KC20OGT PV MODULES (2) FRONIUS IG -5100 INVERTERS (60) (177.2CEC) (94.5%) =10,047.24W AC PER MODULE: MAXIMUM POWER: 200 W MAX POWER VOLTAGE: 26.3 V OPEN CIRCUIT VOLTAGE: 32.9 V MAX POWER CURRENT: 7.61 A SHORT CIRCUIT CURRENT: 8.21 A (10) STRING TOTAL: TOTAL OPEN CIRCUIT VOLTAGE: 329 VOLTS TOTAL MAX POWER VOLTAGE: 263 VOLTS FRONIUS IG -5100 INVERTER: PEAK EFFICIENCY: 94.5% B MAX DC CURRENT: 33.2A. MAX AC CURRENT: 21.3A A ,. ALL WORK PER CEC 690 2. ALL DISCONNECTS TO BE CLEARLY LABELED AND Wm1UN SIGHT OF EACH OTHER S INSTALL A PERMANENT. RED4*6*M TE. SIGN ON OR ADJACENT TO THE MAI, SERVICE PANEL WARNING THIS BUILDING SUPPLED WITH ALTERNATE POWER SOURCE- DISCONNECT OURCEDISCONNECT IS LOCATED WARNINGII ELECTRICAL SHOCK HAZARD. OO NOT TOUCH TERMINALS ON WM U E AND LOAD SIDES. MAY BE Ems. 4 #10 RHW-2 CONDUCTORS #10 RHW-2 CONDUCTORS #10 RHW-2 CONDUCTORS #10 RHW-2 CONDUCTORS #10 RHW-2 CONDUCTORS #10 RHW-2 CONDUCTORS METER 3 30A Dc DISC FUSABLE W 1 (3) 12A DC FUSES LOCKABLE NEMA 3R 3 -POLE 6W DC 30A DC DISC FUSABLE WI(3) 12A DC FUSES LOCKABLE NEMA 3R 3 -POLE GM DC AC DISCONNECT LOCATED WITHIN 10FT OF MAIN SERVICE POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). 200A MAIN SERVICE 3 / 4" EMT (MIN.) fHWN-2 CONDUCTORS SPG SOLAR ppopoI OF sm SOl$ W_ RNV DATE 863 E. FRANCISCO BLVD NTM�rMso�un�aoAwrwrwNe>cwNa� uoona SAN RAFAEL. CA 94901 WQM%TM��M"MWCQ NNN�mM�OMAM �.�.� CA UC. #759086 Lwmwvcvm "'��„�,�p„OMY EWWO 0�940AEAOW 415-459-4201 OF00900AW-ALLOMMMEO `ym 5 1 4, I 3 1 / 2- EMT (MIN.) (2) #8 THWN-2 1 / 2- EMT (MIN.) 60A AC DISC CUTLER HAMMER FUSABLE W/ (2) 60A AC FUSES LOCKABLE NEMA 3R 2 -POLE 240V DG222NRB 2 EACHINVERTER: 3 / 4- EMT (MIN.) (2) #10 THWN 2 CONDUCTORS (1) #8 THWN-2 GROUND 250FT AC RUN 1- PVC (MIN) Qa 24- DEPTH (1) #8 THWN-2 GROUND 3343 CORY CANYON ROAD. BUTTE VALLEY CA 85965 wv4mo .,- 2 FRONIUS IG -5100 5.1 KW INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCS GFP FRONIUS IG -5100 SAKW INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCS GFP SUBPANEL W/ (2) 30A AC BREAKERS BUTTE COUNTY ®!NG DIVISION APPROVED SINGLELINE BUILDING PERMIT DWG Project Title Address 3 Author BL'II.,DING DATA (CMCJeOPI7/7- Conditioned Floor Area Z3 9 Number of Stories -Z- .Slab/Raised Slab/Raised Floor OzAi 0 D Number of Units I Single Family Detached (Si -i7) [ ] Addition Alone (] Single Family Attached (SFA) [ ] Existing Building (j Multi -Family (Ivies [ ] Fristing-Pius-Addition 9Z -f 91Z Buddang PCML&. d izK• "7-�z-9 Quoted B y /.Date ' FrloroQnau A;eery Use anile North 354- 7 :'W--4— East 'W•4East 304•- 7• -2, South 3,5 5:0 West /fnS2,S Skylight-�52Z Tota! , B L'LI.DL'`!G SHELL INSLMATION Cornpone.-tt Insulation Locatiorr/C:,mrncnts TvDe R -Value (ostia :a gt(raee, ems etc.) Wall .......... «.. - Wall.............. Designer Roof........«... O Roof ....«._«... 'rUWRnve Floor ........«... Tckphonc Fioo r ............. tx. ,: Slab Edge GLALIN'G Shading Devices GIs: in g Area Glass Type Interior Euerior Overhang Framing Type Orie.-itaaon (5r) (3in>;3r- double) (Tolle: blind, ere.) (shsdesereen, ese.) (yes/no) (Meuwwood) No East ( )• East ( ) Souk_, West ( )79Y73 West ( ) Skylight....... p ---®--- THERMAL MASS Type/Covernng Area ThicS=ess (slab/exxsed tile, etc) (Sf) (inches) Locacon/Descriation()itehem bath, etc.) HVAC SYSTEMS . Minimum Duct Type (ivat.ee, air Efficiency Location Duct Output Manufacturer / Model # conditioner, hetet oun1D) ME. SEER.HSPF) (atfir- etc.) R -Value (Bich) (0r aDD - - -a0 --9t E. '.ter- ./ e16 n6 VNG DcDADTMEN? 4�er e s Maximum Furnace Hearing Output: Btuh M t' r" �,J V C HOT WATER SYSTEMS Tank Manufacrurer/Model # Svs;r,-n Tvve (stor2ge gw. etc.) Capacity (or approved ecual) Soecial Feature(:) SPECIAL FEATURESIREMARKS (Add extra sheers if necessary) I 1 NOTE Last= rcxmdaraal burldm s arbru o UK Somuda mun ufae mQoors ret Vd3 of the mmdia¢ —raacb � liana maraed w%t an UW^U (-) mar oe nrpesoaa-"" aaee znngvu camptutnm m2umrveaao fialad on u%c Crlu(rera of Cornaun¢ wl+ear truce ��--•�•a is rraCarO�'ea�..�ie w pvmr apearl.aat� ince (ouaa &orad raaY be cowoerm by all varies as buwant muirnrrn cornparem pa(ormanS 3==CWata0na10r VW mand&=T memares real" trrr are stare rlaerncm it We oonrnmu ar on MU U...r: t:a OUT. DESC• UMON I DESIGN 21 I ENFORCEACEW SuMint EnwiOor Mearres • 62.5352(3): M�nrn.an cuiurt rreilauow R.19 ragnrrd a.entt 62.5352fb1. L=»e fiU irtaruuon maritfac:urer's laaefd R -value. • 62.5352(ct M--- -aU innAzoon m (amed.alls R-1 I vmgnwd average (dace eat apply to castor mace .-olid. 42.5352fkt Slab rdgc i oulauan - run abswcuc r rate m Veam umn O.3S. .rata vapor Iranvnea+ar rase no Vcata Wan 2.0 pwrWv a. 62.5311: lmutauoa aobafncd or instilled mesa California Ettap Coremuvmcn (C= quality stmtards. (near& type sad form. 62.5352ftk vapor barrim mamuory in Climate I=ra Is and 16 tasty. 42.5317: Infi1trauon&zA1cmcon ConaoLs >. Doors am rtlwo-t bo -c= eondu,oncd and um-mbuoned :para desgTd to Umu air 1cmaqe. b. Doors am remora cerufrd. r- Doors W4 rt KO" witerunpprd: 111 joint& nd powwwo s caulked and ScOrA 42-5352(e): Sp=mg infilvauon barna unmalks:locomply.nice 62.3331 atmuCEC quality standln= 62.53=0 Ltaallation of Firecu= 1. Masora~ am (acorn-bma fuepla= Rave L mind forms. Gamble meal or gats door b. Outuae au rnosr vn W damps and oaatrd C. Ane =Mow and mead 2. No tmunuous atntmt Sat prices aUorod HVAC sad Plwnbiet Systean Measures 62-53520 and 2-3307: Sia= condi6ontnt agropreen snag: aracb oJadsdam 62.57520%) and 2-5315: Sewa= Uu=nosm cn afl avoi =We heuint syu= 62-5316(a)-- Dues eansruosd. in—acd and innam" per Chap= 10. 1976 UMC 62.5316(bk =---systaaa na-c damper Czwwks ;2-531:([1: Gas-iuw space hcuing caaiwmm ne i, -u miaau igaation devicst 62-5314: HVAC =vipm m .ram heaters. sho.vnoat and faurses eudfied by the CEG 62.5352(119 water horn imulauon blanlla (R -t2 or pater) or combined inuriorulenor insWauon (R-16 w poral firs[ i (m of pipes oases w tank imubmW (R-3 or gram). r 62-5312M=caum fk Pipe i,ttulw— on stcam and arum cvw=aate murn do r omaaung prpnns- i 62-5718(dt Srinunwg Pool Hating i 1. Syauan ha= . a. Oevo(f srneh an hnta. b. Weufaaeo( insoucuon plate on nota. - C- Mumma o al:or for soar. 7- 75 patent tecmul tdra=ncy. " 3. Pool co.er. a. i rme CkrX. 5. Duccuanai .ata info t Uthtiet and Appfaaee h1easures i62.5352* Ughunt - 25 brreatv.at& or greats for gvreral tithvnt in kirefras and bautebonas. i i2.531a(c): Gas Cud appfiusa cgwvprd rite intamiaau igni6w dcvcm 62-5314(at Rdrigt umm m[Agwator-M=mc s. irccas and fluon== lamp balluu caiGad by the =- r- Lwnoto mase ana morel tuttnoea. CObvLIANCE STATENUNT This =)sfic= of comp&aace Boit tic. butldiag fcatu:t1 and p=forman= specifi=ons needed to comply with Title 24. (�apter 2-53 and Title 20. C1zptt- 2. per 4. Article 1 of the Califomia Administrative code. This r=ificake has beet signed by the ir)divi&W with overall design ttapersib0Ry and the building owner. who shall =min a copy of it sad transmit the =zdfic= m airy subsequ= pmd-ser of the building• Designer Building Owner Nar"r: Nun= • 'rUWRnve 'rWd inm Addn = Tckphonc Tckphanc ry tx. ,: (sitnaaue) (date) (si CTM) (due! Documentation Author Enforcement Agtslcr N arr►C Nam[ TTt)vF%t?rc ACcncr- Adcir=: T.L-:.....� L• N•►nhp .-NA �nr.rti bA .-ry �fV/ HHviHvivl Ytertld brr.eti Yrr.r:►`, nb Nrtrr►r1 bap Nnt+rr� tlr.ra ainnrrinn rHtritld Yrrdtl Ydtite.. k1 Yt0 H btlrrrp wNNM dntlNn ^• 'f ri nvi vri v/ �NNNd Ydrdd ddddd On ttebp"H M+ntlA baaNt7+nv1 t+d+tri tri nviHvitrl trinvird t6dridd 11411tr1 viHHviH nndvld •dddd Nt1Htib w Nrr•�t ♦+ntlr� wpp r++1JJ 1ntAviN HHHr1{M tt{v{vird b wr►nY hbp .+ .-ISO Yhnra H+t+t+ ttJtft ttj NnnHn nNrr�Hrri• Y..A wH+ hrrrbb A rye� ♦+vv►1rr� HHHJIJ .i1�iJJ JntA v1M Wwi O • �'t ►Nyrrnlvr~�la+� OI R HMHr^f tbft .I���1 r11•r11 fn.A vl rl � A•••rf vv�t.• A h+ntl0 ti.s NHH.fHH H++1� 11•iiJ J.iJ.nvl -W4 rNHH HH.rHH H+1J7 .il�1d I I? I I I N , at I rl. N r- 1 iw% F N a VI O d d I � 44 F, Q r-1 yy� rn h 6► O W O Zv n rrw� ey �y./+HY ►.rra tyr/td P'� S �} C O 7 ./►;" NNNNetH HHrH�H'H( VH►1IH�RH+ JJJ N H V N pG IpI Jf ri 1^JNtwJ tw•J 11 Mti f'1 ro1H •fl f{.wi�.wl r�ldj�i: /� 14 Q Ll . N O x x x x x x x x x x J » x x * A.-N+rr. bA e� Hrt+Hqq ^wbp 4 `. v �NNfNyy NvvN�1 NrrN��.sHH HHHH.i HHRH+ •• .^•w NNNN NNNNA NA 1et rtD r•.0 • nHH.. ei HHHHH .M. .•�... •r',. O it•�71 V ••GG� v►tlr Nr� +Hrtrt. wa ry M dne q �� "} -=-NNN NNNNN NNetHrf HNHHH ti{ f v� qq P-1 IW N d r1�-►N NNNNN ==.r =;l a OG NN tnr-b Yp ry •� ^ ^ FFII •.:�_ NNNN NNNNN NNMHH � ^ z y NNNNrN1� NvvN1tNNes .F.•y� � f6•!j Owl .Y•'•RN.'nn NtJNNtNN tVJNNNtwJ M `7• •C� •-� .L� -• v ffyy rr�t vvtt C ej Oddd»� .•.•„�� ��NNN NrJNNN 43 0ti C3 dddaaEl a -� a a W to td d t3 d ai on td .d cf d e3 t t b` o�d�da »�tY� :���'? > pp R 'b cv iri ., o a a .=NNN 1"t � .•t J O to 1' :� W a '� ” co i� .Q a al td ry o P4 US 14 V4 Ki 14 Vi Id V: o0 off .�-t •N-+ V-4 b fi y'i^.t': o»NM`nto) b fi tr-�••oM.n►�eum� M N•- 8` NQQQ b E 1D �. � t� o � O^IMNM � OtQ�`� NN» TMt7 � b�OM NNN fTO���N•..O•Q ,�N a in Ip T �I �NONM d t --m ^ 9" �l4 NO d I�ON�� v d � MN I � �•NV B� Ot/1MNM In 0,;;, Jill oO`t NNN =O TTT N^ T .I ..1 O F `Y �j pt mN .V .QV1 n N O ji Ttn t7NONdtO orN .OrVL. '�] AN hht•TO VITCrf Vl tq� to T7 4`4 .1 N�, `.• EO 7- - N .�0 Yf 9 O� 4J O•t i 0M1»ii� Otndt7d -CP cr N•d »Id d.� v f_V9 0ul"I :.-T°C'F^NO O.n., ►n �dT O 1�t70.'r of .���d., F y •6 `f t% ja rT WS v/ Y �N1DN .7 VIN OVIT C��ji�O►�Ndv1 A.-fVMN..i t•70 r0.'I r J' 91� �N. NA It%OM1DOrn� 7`n c�� g 1^ p vevaovta.hj ;�°°'vtnrrtoaoa �� o�mmo+'aN�.i�A^ptn� �C! yr Y daV.-IOdhO�� Ni %ti ---!R V9aS N O Y V.M Li Ci+�g o 1n'll C � �".d0 '�a #tn +�atnp m�0 ' �- /'7 rpm ►- stn �C3 zvi 3g z3ig zveiw X Sys. to x�6 zu�S�n;z v`�CL i 11� Otr1010 Ov1000 0000 a p+ �• a{ tWn a;eoedtrm��; tJc�f W11 voi��nno.•a0000i�:C-i *h 0�3 9,t, tVi►�a� vtui 52 uJ gv�i,�°z' In Wu •: O�-•NNMdtnNh YprOO�NNtf l7d�f dln •...._.. Ib� �O Vt h io w N t�.7 •�•• E �>S. O'�.-NMddvltof�eoOr--NNt-t'1{^-^d � r 4 ONdh01r CA,� �NdOvfOtyprt)h01 dN o N._0.-.-.NMMdVI ►�tO tT O/0 •-•t-•NNt'I l7 l7 l•1 {�e� -7y� � �`� ONVI 00rh�l ..i Ji� � fJ�A OM �IOOty lOM O •- » » •- M �r�� O N d tD a[1 O N t7 M N ^ r. e T B U0: � 'I �p ,fLQ�•t• •t/il CW '3 •� d.n t7 Mtoot^/l�f ��b A ���v •40dt.�-O/N.J t hd 1 7 N 7 ': O "" v wv to r- tr at ap m'T 2 � � '- N i s � � C In x .4 T . tn J•� OMh�MtD�N(?•/NNt� CO fT r! yr vrl 7N i i o»NMdtn lDE OMt/1WOM�N000 N I ' U nti VV Ui{Iai to l�'� oMbh�o; b I?"�.�S�ov,^-30t�t1`+ a g t� o . an I _ �l0 R l n'4 t^'^ -17 7 i O .- N M M d 1n to tv U) tD h h 1 M pp tt�7 mt�r yy►t t�•t 1y�t N e O y 1 = 10 t09 rf lit h k hN�VO/�.�d nq & N td td t� F: td r! t•i d vi tri .e t,:.d of 11' ►.m._rjvtotnooovt ovlov� y y u ��$�4 SK dddcidd.= �cJtJrirfJavluftdtdt�halad �3 d�ddd..-.:.'.tJ �S� 7010$80 M a , ov'ddoo u�iy c} �dddddd�.- Cc C, ►� >� �•"t°oONNefI�f^�dl^t�t^rtnwtnr�he�a'oaoolmm�� .� � ./ t� t� t� �/ r1 d- » » •-•-•-w •- » � 1� f� 1111 t�.-NN NMM MMM NO ,C C C C Cy��^���fJ��`�I O }• C C c C C r.F �t7.-r Vf Vt b►�hep aO 4rOOr-N N!").d-.d,-VI V1 tO .h��tl0 O� R y 1f1 h t O� d O h .- .-».-- ~ M w. -..-NN NNN NNN.-•.-O N i tv5�t7 Si (J JN •- - `I ': ^M 1 �"► ��T�7tYti•i0.-NMdNtDhevOrOO�NC7.V�Y11�• q �y � •C: Vvyl V x r X t� G tQ rf p0 10 M Q10rN0 Q. r� � dvt rn ttt to vt to lndd dMN.-:••I � `Y��l'7 �%Nr:t���tj't!'N^-t to tN F.� �wh w p.���%� O w O • y v mp1 t1Dp .•1 Q � Mhp1 .'•O ophvld N» � �� � .-NNNN MMM MMN N.-OiN � V ��t�'(J (�r .vhd»T,v�•�»t'r w to .�1JNtJ i i i Tt• T'17 i O.-MdtOh Ot�N IIILLL V O v e OA • p t tT rjg Iz ••' T 1A N tot hd•-OtI W(tvOhy N�, t47 N ( I.tddMMNNN.-x.••000 ice: .� ,V NOTti Ttn to -17.v :0-�-.`I �S . $rritQtntnvt -I -I �� 7 77 � vtppilpp@1y/"�tpop�tt ��pp �ttittt �t.ttt N[(yy t(ittt NppOI EO h. tO Yf d .'}��" • A COW d NrO � mt-WvdNOOO 0NdO IJ 0.C it, p est fl~ : o 41"?TT I-. -'M 3 � � i O � .I MT VrNNttt C tlTNo hO-ttt.--1d:: • Tow � OpOt9 ID.t Npp q 77 Yt .l ODU C_ U cc&CcCC j oddodddd R'j4MTT7v"w ��mo m�$gfy'oo�R�o3 �. ac ac ac = doddcicddddd I� ONM ^O.-NM•f O� A'9NN C 0 1- � 5 z � o Ry7 �• C O U e 9T=T cr cr &:) I� ONM ^O.-NM•f V� O t!t 1t7 t7 ': N d 10 O q •� 1 e r OaD tD `I rN1D O.N tG7i W I : 000000 cc 1.. N A_ '1` �� ,r , _•" a � Dt z i 4 BEDROOM RESIDENCE mK - n ua.o roan IOC - CUT CUmA AOT I D, 17,Iw t wm �•J I BRANT NIGHTINGALE / DESIGNS a CI�t;LBWOVD Ill 179, PA ■A DIBt, CA 06069 a{i TRLS ►IIONK IP lel 811.1►°/ •