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073-120-043
bud A4,-ea�,� +— 073-120-043 P RMIT# 7-10 4 $ENDERGAST, Maurice j�� 309 Powell Ridge Rd., Orovil e Ele For Well & Lot Development f 073-120-043 PERMIT#97-1217 PRENDERGAST, Tom & Jean i 309 Powel1,Ridge.Rd., Oroville New Pri Det GaragerlUq& 073-120-043 02-1454 PRENDERGAST. TOM & JEA%— CON-r: 1 309POWELL9, oGt jL f2 A .CONT: BETTER BUILDERSNEW SINGLE FAMILY (3 BR) 073-120-043 04-0565PENDERGAST, TOM & JEA309POWELL RIDGE RD., OBENCHMARK DEVE 1y' RENEWAL BPN02-1454 it 4 , ii i ..r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 531 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT VP ASSESSOR PARCEL NUMBER _ 0 3- ZONIIN.�GH- BUILDING PERMIT OWNERr1 eri er 1 ar» el,4n TELEPHONE 5 -0 9S SO. FT, OCC. BUILDING VALUATION .OWNERS MAI ADDRESSQ�O'/''� .^ V . CONTRACT ME orf& marH nevelop-no4-mar TELEPHONE Sy• CONTRACTORS MAIUpLOO ADDRESS S' r qV CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ,SU� 2. $ r7. 7S ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS % rOv` JM Energy Plan Checking Fee $ PERMIT FEE $ -20.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Additionemodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ?�F9n �L RP f Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OR Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in 11 force and effect. License Class Lic. NO. % 7 7 O / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier S7d ,N Policy Number ' S—G e G' — (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 California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �- X ; rte! - � Date � �a % Zcy Signature of Applicant - ❑ Owner K. Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 40 .B Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. a ACC. S.3.5¢FT, NOµHOESIIDDT' MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE oLlfLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.50 BAL @ .SO Ex. Occup. DU7gpa &D ER. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ - 9S HAZ. D. FEES IMP FLOOD CDF PARCEL I PD I HD I ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated a ve for which have F 1 PERMIT EXPIRES ON eC ' i( the applicable provisions Resolutions to do work been paid. nDate/+ / (l 5 Date Receipt No.17 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Feb -27-04 O1:39P John Starr FAX Tu: furlji . _ Altn. : (530) 589-2942 P_01 gers Const Date o? 4�4 G �- Number of pages including cover sheet ?� PROM.- John Starr Better Budders Construction Inc:. 5 263 Royal Oaks hr. Oroville. CA 95966 Phone ? 7.7°�..... Ph e (530) 589-2579 Ftrz Phone (530) 589-2942 Fax Thune 3fj " 2/ Y6 REMAR (,S; ❑ Urgent ❑ Order confirmation ,lab: Deliver to: ❑ Quote only ❑ Feb -27-04 01:39P John Starr (530) 589-2942 P_02 BETTER BUILDERS CONSTRUCTION, INC. John J. Starr, License No. 323225 5263 Royal Oaks Dr., Oroville, CA 95966 Phone (530) 589-2574 Fax (530) 589-2042 February 27, 2004 Butte County Building Department 7 Circle Dr. OTUville, CA. 95965 To Whom It May Concern: RE: Yom & Jean Pendergast. 301) Powell Ridge Rd. Oroville, CA. 'chis letter is to certify that John Starr, Better Builders Construction Inc. is not the general contractor for Tom & Jean Pendergast and that Better I. uilders Construction Inc. is not involved in any way with the construction of the Pendergast "straw" wall house. Sincerely, John 1. Starr Better Builders Construction Tne ki • F�iiiay Novemtser og4 2005 mak � ` U Deueloprnent`S�elvices �� N Counter _- Paula 'Person I. $437.75 Fund 10 (Bldg Permits) Notice of Violation $0.00 I _ - Payment Date 02/27/2004 I ` NSF (Non Sufficient Funds) $0.00 Permit Number 04-0565 AVA Court - . -• Receipt Number 1395933 Copies/Document Sales $0.00' I Check, Number or Cash CK # 1338 I Witness fees Parcel Number - 073-120-043 (. - Recorders Fees (N.O.C) $0.00 Applicant MAURICE T. PRENDERGAST -SRA Fees (Fire) $0.00 -1 SMIP $0.00 jl -- Received FromSAME Water Tender Btln $0.00 West Chico We Fire Station $0 00 _ Total Received�3 �75I s ; ,SHR Fees (Sheriff) $0.00 Total Fees To ollect C °y $07 1 CUA (Chico Urban -Area w TUA (Therm. Urban Area) $0.00 Notes: Oroville Area Traffic Thermalito Drainage " $0.00 NCSP Trails.System $0.00 ; NCSP Roads/Bridges $0.00 I - NCSP Storm Drainage $0.00 I: - ' -.. NCSP Fire Station $0.00 I, NCSP Parks $0.00 IMPACT FEES COUNTY OF -BUTTE'- DEPARTMENT OF DEVELOPMENT. SERVICES - BUILDIN`G DIVISION 7 County Center Drive, Oroville,.California ,95965.I•,Telephone (530) 538.7541 PERMIT NO. (Rev. 12/96) '; APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ' T ZONING - BUILDING PERMIT - OWNER ++ ; -. .;• X q -r r- � �r` fi G rr� �.�? r7 TELEPHONE S � SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS • CONTRACTOR'S NAME TELE 77 _ d CONTRACTORS MAIUN ADDRESS Ir (•' r? ) 3 0 ( ,( ..,r)4- Vii"( ''. 11) S. OA. qs(r• l � l CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee Y• j �. $ ��� I t ` . Pj ARCHITECT OR ENGINEERS MAILING ADDRESS ,• - _ Plan Checkin Fee $ BUILDING ADDRESS, i { �1 7 i (� E r, �/,i2ei1 ��.,��r/. Energy Plan Checking Fee , $ L s PERMIT FEE $ LOTNO. �` SUBDNISIOWSNAME 3, -�'� r - ! PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE .� + •'.� SF 0 '-Duplex ❑ Mobilehome ❑ Other -t -s SPECIFY Each Trap - ' " 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 ' Each gas water heater or vent 15.00 . �+"� �! ��- TYPE OF WORK `t New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation, ❑' Other ❑ �+ s i.' . r Describe'' Work:"r; Gas i •instem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service' ioonoav^ss 23.00 LICENSED CONTRACTOR'S DECLARATION •;' I hereby affirm under penalty of perjury that I am licensed und'e provisions of Chapter' ,{, 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. L' + i` T.�� License Class �� Lic. No. 7 �� e� y 1; ' ',.,1',a DECLARATION r`E. I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. (•; My workers' compensation insurance carrier and policy number are: '..,r Carrier S7 Tr '0 OltJ . Main Service 2 OA To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDs. SD 3.5�FT: _,.NEW CONST. MULTI -OUTLET NoµRESID. BRANCH CIRCUITS@7.50 �t �; - POWER APPARATUS 8 SINOLE OUTLET CIR. OCCU OR FTUREs Bn� p 'wOWNER-BUILDER Ex. Occu oFIxuTLEEo�A R= OR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE S 1 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number -5— 4"" R,q 9G — 17 Y (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 California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ �. • , C. Date / 7 Iry Signature of Applicant - ❑ Owner 0' Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. ' Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. p. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which.fees have By tll r!`/ r G lJ �.� t" c.S PERMIT EXPIRES ON �.: the applicable provisions Resolutions to do work been paid. ''/ �.Date .-< / Def, Receipt No. � •� S (� s- `i -� �%- �• � �� � �`� �'•�' •= � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .J, �r �d��asf o73-,�-��3 3D9 � 1 *t . a"e -L a�C, 6311{--5 �1. M1� When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Owner Name Building Permit No z003-4aCa07428 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:21PM 04 -Feb -2003 I REC FEE 22.00 1 CONFORM 1.00 I I I Marti I Page 1 of 6 Space above for Recorder's Use Maurice Thomas Prendergast, III and Jean M. Prendergast 02-1454 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 3rd day of February, 2003, Maurice Thomas Prendergast, III and Jean M. Prendergast, hereinafter referred to as owner(s), are the record owners of the following real property: (Address) 309 Powell Ridge Road, Oroville, CA 95966, (APN) 073-120-043-000 and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No.02-1454 was applied for on June 6, 2002 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by. Building Permit No. 02-1454 has been reviewed and approved for only the limited purposes set forth below;. and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 02-1454 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 02-1454 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: That area on sheet A1.0 of the approved plans called Lower Patio Storage under the Screen Porch (approximately 800 Square feet) shall not be used for living, sleeping, cooking. Additionally, the space will not be heated and or cooled. It shall not be finished (open studs only). 1 swith -controlled electric light allowed. This area shall be storage only. The Screen Porch shall be screen only, no glass or plastic panels. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility,and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 02-1454. DATE: hg -,20 D3 Owner Signature: .TERN M- pfd-NDEJ�G/4s i int or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA COUNTY OF BUTTE On 0;2 - D.T D-1 Public, personally appeared IY SS. before me, Achi 40W/C a Notary _76A.,y /2', `keA,!! &4ogr7- , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hapid and official seal. ignature STATE OF CALIFORNIA COUNTY OF BUTTE On Public, personally appeared y RICHARD FEUERSTEIN COMM. #1299529 a NOTARY PUBLIC - CALIFORNIA ° BUTTE -COUNTY F a ` * Comm. Exp' es April 13,2005- (Seal) 3,2005 (Seal) SS. before me, , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. YvonlChristoKer, Director Depa ment Development Services STATE OF CALIFORNIA SS. COUNTY OF BUTTE On 1,003L_ me, %��..., L. Qi;xy ,Notary Public, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(b4 whose nameM- pis/afie subscribed to the within instrument and acknowledged to me that l e/she/t i executed the same in fl/her/th�r authorized capacity(ies), and that by bAs/her/thWf signature(s) on the instrument the person(., or the entity upon behalf of which the person($) acted. executed the instrument. WITNESS my hand and official seal. Signature rttoaAAs t.. Bear Commisalon • 1371740 Notary Public - California Z Butte County My Cam, 6pires Aug 26,2W6 WIq (Seal) EXHIBIT A PARCEL 1: 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 June 22, 1982, in Book 88 of Maps, at page 76. y' PARCEL 2: A non-exclusive easement for road and public utility purposes over Powell Ridge Road as shown on that certain parcel map, recorded in the office of the Recorder of the County of Butte, State of California, on December 2, 1980, in Book 79 of Maps, at pages 97,98, and 99. END OF DOCUMENT NOTES { RESIDENTIAL _{ n PERMIT NO 073 120-043 "�.� ,t 02 1454 4 r PRENDERGASY; TOM "& JEAN D;^T 309 POWELL RD."OROVILLE - ' CONT:` s' NEW SINGLE FAMILY (3 BR) t au)Es 1���.-1 00 a GAS �,/J// Meter BY��f� Dafo ELECC My JOB FINALED (Date) �12Z-P6 Signature r f f _ � t au)Es 1���.-1 00 a GAS �,/J// Meter BY��f� Dafo ELECC My JOB FINALED (Date) �12Z-P6 Signature ✓=OK 0 = Not OK - = NctApplic,8ble = Net Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements N 1. Zoning Requirements -Setbacks -Easements MOBILE HOME INSTALLATION (Plans) OK except #'s 2. Soils; Special MH Support Sketch Zoning Requirements -Setbacks -Easements 3. Sewer; Location -Test -Fall -C/O -Concrete Footings; Size -Spacing -Marriage Line 4. Water; Location -Test -Easement Needed (Sketch) Gas; MH Test -Demand -Valve -Connector 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Electricity; MH Test -Crossovers -Breakers -Clearances 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG Drain; MH Test -Fall -Flex Connector 7. Well Clearance & Disconnect Water; MH Test -Regulator -Connector 8. Utilitv Clearance Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 Date Zoning Requirements -Setbacks -Easements N 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 1. Card B-1 Date Card B-1 2. Soils; Compaction -Structure Stability 0 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements N 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shing.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. 'Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 A w,Z-f�� �=o 0 = Not OK - = Not Applicable RESIDENTIAL (Single = Not Ready Date Vnderfloor (Plans) OK except #'s Z52t: �g-Setbacks-Ease me nis- Flood -Slope Ftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ft -Porches & Decks; Soils -Steel-/ /" Fig. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors lab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test F, Gas Pipe; Size Anchors - Yard Gas Piping; Size T 1 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date / Card B-1 Date Card B-1 Date Card B-1 Da PLUMBI (Permit) OK except #'s eater Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anch - ail Protection ,f.2: Shower an; Test, First Floor -Tub Access $.l, est Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s pe-nt tyre & Transformer Clearance -Ins. Protection 24"-Elec. Receptacles Spacing -Lights & Switches at Doors U,,I?ze Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. u 'u Ground made up w/Mech Fasteners -Bond Gas & Water 2b--2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size /Z/99. Cu or AI-A.C. Wire Size/ / ga Cu or AI ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No p1_.Service-Riser Conductors & Ground Main Disconnect P;e-Cquip. 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 MECHANICAL (Permit) OK except #'s 468-�A.C. Ducts Insulation & Support ent Fan, Exhaust above insulation condensate Drain & Overflow, Size & Grade be"Flnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 139. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s �its Materials & Anchors 4 IIs Studs -Nailing Spacing & Braces -Plates -Sound _Bearing Walls over Girders & Floor Nailing kfbraft Stop in Walls (rat proof) e Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing A & Duplex) Date FRAMING (Continued) ngers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4 ce ies ype A Flue -Fireplace Throat Clearance t4lAt is Access; Size & Romex Protection -Draft Stop -Ins. Baffles AQ-Td—rm. Windows or Exiting Doors -Sill Ht. & Dimensions ction Framing S�,:Property Line Firewall & Openings oors-One 3' -Check Garage 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection LIA!Prywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 er 07-,Tt-.cco Mesh -Drip Screed -Fd. Vents-Underflr. Access 15A�Tazing Area -Glass Protection -Skylights -Plastic f.q/Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulatio -W Z T ZI ,a' % by Q/ ,i/- 62. Infiltration- ails -Windows -gyp T Date Card B-1 IeN Date Card B-1 Date Card B-1 Date Card B-1 Date_.,FINAL (Plans) OK except #'s E taps -Door & Sidelight Protection -Landings ae"Smoke Detector Vents -clearance -Comb, Air -Connector - In age; Above Floor -Ducts -Mach. Protection egLEm Exiting I. & Bath Fixtures & Tub Access -Spa E!qc. Trim & Subpanel, Breaker Sizes & Labels St ' Rails --lWfirporace or Stove, Clearance -Hearth Elec. Putlets at Wood Panel, Int. & Ext. d. F' t. & Appliance; Ground -Air Gap -Cooking Clearance 74-flec. Outlets & Receptacles at Kit. Counter 44 -Garage Fire Door; Swing -landing -Closure ?5-A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 9e-Elec. Receptacles in Garage (F.F.I.)-Romex Protection 49: Insu on -Foam -Looked in Attic JR'Kard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes $P. FolloyiAg-Gstid./Drive :1 Yes ] No/Wal(s 0 Yes J No/Planters Q Yes 7 No BO!A.C. nit Disconnect, Electriodl-Plumbing e bove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 66ely-glar Well, Disconnect, Electrical, Plumbing 801"Extecior Elec. Trim, G.F.I. Receptacle-Undero round adjVren ' ion Throughout House Glas otection 9 -ctions from Previous Inspections G Test -Meters Tagged, Gas -Electric Wa a Sewer Connected -C/O to Grade -HD Approval Aj!Sn2Ty Compliance Certificate -Other Certificates Address Posted Date / / 7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -2f4 Date Card B-1 Comme s at mal. b ". .. 12/21/04 10:52am P. 001 Certainftedll Builders Statement InsulSaW4 Fiber Glass Blowing Insulation Homeowner Name / lobsite Name 309 P 11 V- A Orov-; Ile._. H�ddres Installer/Contractor (sign) Company Name Date Builder (sign) Company flame Dote Inspected By (sign if required) Date THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each RA/blue listed, • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WRHIN S" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Comport 02002 CertainTeed Corporation 11/02 BAGS PER 1000 SQ. FT. MAXIMUM S% FT. PER BAG MINIMUM WEIGHT POUNDS PER SQ FT. MINIMUM a TThems) tance Bags per 1000 s411. Contents of bag should not Vifeight per sq, tl. of THICKNESS Should not be o1 net area: cover more than: (sq. fQ installed Insulationshould not be less than: pba.) less than: Gn.) 35.5 27 0.986 22 49 29.6 34 0.800 18'h 44 26.4 38 0.712 104 38 22.8 44 0.615 14% 30 18.0 56 0.485 12 26 15.5 65 0.418 10'h 13.1 76 0,353 9 19 11.1 90 0.301, 13 7.7 129 0.209 5y1 t1 6.6 151 0.179 4;, THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each RA/blue listed, • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WRHIN S" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Comport 02002 CertainTeed Corporation 11/02 ;z✓fl ,q rt,4Sc'':Ot ffl�lS`.SS Ign r1ail1f°uRc f Affi O18 nfiO 19dil �rtpiri li?:��^f5t)vLtO{'SIM tH71?wVuh:iIli Uni MUMMA0.9 fJ3ge3A$ i� L2lNH7.Hi r tl -P2 All pl'ounq OAD R.N Ti ,G3 TT fl?. 6140 A -p+ ay 1 '� ••i, �.� f h� t! r - J _ . *i1 R^a, , ._.; _ _. 5 .. 7 F _•. (f.." •Ar :.l.1 •fir•.• �1_ r - 1JJ yxr f4 �YHtI.-..._ �..� R��� ;II T_ � �;:1�. 431-- (`�}Zii0A521TAUN111 `iilPillEY! {TI.D?yA]f,A EZ3Y,X�15fi lU)A'S-A :?t3AjlJ�19A 214ItJUJ8 O1'"1A-3- VIf'iRllHt"} PY' .iRPIlM:I1fT riJfi� l01 ssir, t;in io rt .pe 1 :10.1 13y wcu In v)doon { orrr;nt 1;111 Jislrni !"sum ',n; votff; )'Chi rrU ri: yr g yn,trG: 3r: n4 .bntail su"aY-A .outeV-q rl,wm iot twilit mp 1&fl1 lx)o:ix% ton ;r;uf:l egft'u'rrtO 13n IIILj ll vfI ! .I-. gLls�l-Ft fi^ lo. z��nr?�:111 mar;iir�lns by ii fsi7$ yet; yro;i_ -o :,: ,)c tam, nohluzril b3Jlf-t?n1 SKI r' 1,iti43T Wlw 22snkjifti it-wimim orl1 Wo'C''g lU }fi flOdiilL' nl t0 .1� 1?' lvf� 'ltf)I:' Y f 1J11a!r' m ti911:ii1!11 9111 ltfil2ftt 13.' !lti�:6i JLiGV-A oy:l:;rtl hkvi-� ;lfitwnd (1,1Y ?rn:f to "l17 i1 s•ft1 Ilt 1:!](1.15.121.1 f'"'drilivi anxim 3t! 1(ri Minde I,ubzr.ri tifil' :i()"8 ti I1 1W RO''IOT M0 37P..3Lf2141 M4 Oa J -ILIITA3H.93VO T143UNM 07—E3RUTMI TIIFIU Ci32-?.:1:139 J137MfI ) FI'Cillf Z3SUTXI B43:)233n- Ui' OT po i .ipUT-:ti it(a)1 Ot 3'IY'i (IT YJ99F, Tort P1002331011 H31J?- .?T?A.JJAI1 fJ3T13TO;4q YJIAM93HT gC"' rpdr,iC:m:j .g6m:-sf� SOCS(3 haemo:` u:ra A Iro-%� •c;?, tiv--5A CC,= D2-01: 1 . 1 :?t3AjlJ�19A 214ItJUJ8 O1'"1A-3- VIf'iRllHt"} PY' .iRPIlM:I1fT riJfi� l01 ssir, t;in io rt .pe 1 :10.1 13y wcu In v)doon { orrr;nt 1;111 Jislrni !"sum ',n; votff; )'Chi rrU ri: yr g yn,trG: 3r: n4 .bntail su"aY-A .outeV-q rl,wm iot twilit mp 1&fl1 lx)o:ix% ton ;r;uf:l egft'u'rrtO 13n IIILj ll vfI ! .I-. gLls�l-Ft fi^ lo. z��nr?�:111 mar;iir�lns by ii fsi7$ yet; yro;i_ -o :,: ,)c tam, nohluzril b3Jlf-t?n1 SKI r' 1,iti43T Wlw 22snkjifti it-wimim orl1 Wo'C''g lU }fi flOdiilL' nl t0 .1� 1?' lvf� 'ltf)I:' Y f 1J11a!r' m ti911:ii1!11 9111 ltfil2ftt 13.' !lti�:6i JLiGV-A oy:l:;rtl hkvi-� ;lfitwnd (1,1Y ?rn:f to "l17 i1 s•ft1 Ilt 1:!](1.15.121.1 f'"'drilivi anxim 3t! 1(ri Minde I,ubzr.ri tifil' :i()"8 ti I1 1W RO''IOT M0 37P..3Lf2141 M4 Oa J -ILIITA3H.93VO T143UNM 07—E3RUTMI TIIFIU Ci32-?.:1:139 J137MfI ) FI'Cillf Z3SUTXI B43:)233n- Ui' OT po i .ipUT-:ti it(a)1 Ot 3'IY'i (IT YJ99F, Tort P1002331011 H31J?- .?T?A.JJAI1 fJ3T13TO;4q YJIAM93HT gC"' rpdr,iC:m:j .g6m:-sf� SOCS(3 haemo:` u:ra A Iro-%� •c;?, tiv--5A CC,= D2-01: 1 . 4�- 1-4--, --iri' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVEI OPMF:FJT (ZPQV1rPQ IT ".1 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive Oroville, CA - (530) 538-7541 COTRECTION NOTICE rl-1-0� b5 bWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please con!��tffi� office immediately. Pb wiff 1 rffq,W��� -Q%' Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street o Ch,ico, CA - (530) 891-2751 7 County Center Drive * Ciroville, CA - (530) 538-7541 CORRECTION NOTICE i 11 'OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I( - A Inspector �d Date 'e� A REV 11�42 - / Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX FACSIMILE COVER SHEET Date: January 13, 2004 To: Arkin -Tilt Architects From: Linda Simpson Subject: Tom and Jean Prendergast -revision to plans. Number of pages (including this cover sheet): 2 Telephone Number of Receiving Telecopier: 510-528-0206 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Sincerely, *inda Simpson Plans Examiner January 13, 2004 Mr. David Arkin 1062 Stannage Albany, CA 94706 SUBJECT: Prendergast Residence—Revisions to Plans We have sent two incomplete sets of revised plans and the letter from the engineer dated January 8, 2004 (received January 12) to 1p2a for plan review and approval. Lp2a is aware that two sets of new energy calculations and two complete sets of new plans are required. In order to save time, please send the new energy calculations and complete sets of plans to LP2A, not to us. Their address is: 7610 Auburn Boulevard, Citrus Heights, CA 95610. Thank You Linda Simpson .a Lp2a: You did a plan review on this house in 2002, and it was issued February 4, 2003. Now the owner has submitted revised plans. Philo spoke with the owner and architect around Dec. 31 and told both of them that they must submit new energy calculations and possibly new structural calculations to go along with these revisions, depending on the extent of the changes. We also informed them that we would need 2 complete sets of plans, not partial sets. On Jan. 12 we received a letter from the project engineer. (copy included) I am sending you the owner's approved plans because we cannot find our set!! I am also sending the two partial sets of revised plans. I am including a copy of the original permit application and deed restriction for the storage area under the house and the screened porch. If the occupancy has changed in any area, or the house has grown, a new permit will be required. He has changed the method of heating the house. Please do not approve the plans until you have two complete sets of plans and energy calculations. I have asked the architect to send the new energy calculations and complete sets of plans directly to you. Good Luck!!! A Linda Simpson No additional structural calculations are required for the current resubmittal of the revised Prendergast plans (Delta 5). Very truly yours, TOFT, DE NEVERS & LEE Calvin C. Lee I M PRINCIPAL: CALVIN C. -LEE TOFT, DE NEVERS & LEE ASSOCIATE: DOUGLAS P. STREET CONSULTING STRUCTURAL ENGINEERS BUTTE KEVIN J. CAPITOLO 1 1 1 MAIDEN LANE, SUITE 500 COUNTY CONSULTANTS: 94108-53291 SAN FRANCISCO, FAX 415-421-0375 FAX 415-421 -421-2966 2 2004 ROBERT J. TOFT t JAN C. VINCENT DE NEVERS - ' DEVELOPMENT SERVICES January 8, 2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 SUBJECT: Prendergast Residence, Oroville No additional structural calculations are required for the current resubmittal of the revised Prendergast plans (Delta 5). Very truly yours, TOFT, DE NEVERS & LEE Calvin C. Lee I M N YZ ! eO C�c�-c s � �N�12� j e.,� L c, s , ' eD CJo M PLeT)5- Pc.A#--J5 Movioe mtssl."G ShN---ETS) AAoFv S AGO. f 2 3l n3 o1scosJon V"+ Mnl- m(.3v po PLAN REVdSION Please complete the following information in order to process your submittal. If this form is not complete, corse and legible. it may cause a delay in processing. Owner's Name: Received By: I?ate: _1c� •� A.P. R• 22 - L Permit 4• +64 Time: ContactPhoneNumber. Purpose of submittal: , ❑ Permit Application Data Item j ❑ Revision y Building Inspector or Corre:ctioallotice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other if you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an( stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: Call . / �} and hold for pickup at the' ❑ Chico Office roville Office ❑ Deliver with neat inspection. Revised Plan Check Fee: Additional fee. Additional Fees: 46.00 Receipt "': ❑ Additional Fees Not Require( may be due based upon complexity and time involved to process this submittal Receipt I: January 28, 2004 County of Butte- FINAL REVIEW Jurisdiction Application No.: 02-1454 LP2A Job No. 2040015-005 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Ph: (530) 538-7541 Fax: (530) 538-2140 Contractor: Better Builders (530) 589-2574 Re: Plan Review: Revisions to Prendergast SFD Address: 309 Powell Ridge Rd. Dear Mr. Vieira: Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) copies of plan Sheets CS through EM1.0 (11 total sheets), last dated 1-12-04 Arkin — Tilt Architects. 2. Structural Calculations: Three (3) copies dated October 30, 2.002 by Toft, De Nevers & Lee 3. Title 24 Energy Compliance Documentation: Three (3) copies dated January 7, 2004 by David A. McClain 4. Prefabricated Roof Truss Calculations: not provided 5. Plans: One (1) complete set of previously approved plans dated May 31, 2002 by Arkin — Tilt Architects These documents were reviewed for their conformance to the 1998 California Building (CBC), Plumbing (CPC), Mechanical (CMC), Electrical (CEC) and Energy Codes, in effect at the time of the initial approval. We have no further plan review comments. Therefore, we are recommending approval of the above noted items. The above documents now bearing the "LP2A Plan Review Approval' stamp on all appropriate sheets are enclosed. Please let us know if you have any questions. Sincerely, I -I N11HART PET SE P ERS ASSOCIATES Curtisohnson Bill Rodgers, SE I.C. .O. Plans Examiner Structural Engineer 7a® LINHART PETERSEN POWERS ASSOCIATES 610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 9 Toll Free (877) 235-0653 ® Rutherford, Scott From: Carol Silva [carol@Ip2a.com] Sent: Tuesday, February 03, 2004 5:09 PM To: R e_ rford, Scott Subject: Prendergrast Revisions 2040015.00 14 Page 1 of 2 Scott, Guess you did not get the fax. The invoice for Prendergrast was mailed out yesterday. The total fee for the revisions is $300.00, 4 hours at $75.00 per hour. Give me a call if you need any other information. Carol Silva Administrative Services Manager LP2A (916) 725-4200 Toll Free 1-877-235-0653 Fax (916) 725-8242 e-mail carol Ip2a.com C "I V) - wvvf p�G2eiZ il�itie �f I r 1 /2 1IOAA January 28, 2004 County of Butte- FINAL REVIEW Jurisdiction Application No.: 02-1454 LP2A Job No. 2040015-005 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Ph: (530) 538-7541 Fax: (530) 538-2140 Contractor: Better Builders (530) 589-2574 Re: Plan Review: Revisions to Prendergast SFD Address: 309 Powell Ridge Rd. Dear Mr. Vieira: Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two.(2) copies of plan Sheets CS through EM1.0 (11 total sheets), last dated 1-12-04 Arkin — Tilt Architects. 2. Structural Calculations: Three (3) copies dated October 30, 2002 by Toft, De Nevers & Lee 3. Title 24 Energy Compliance Documentation: Three (3) copies dated January 7, 2004 by David A. McClain 4. Prefabricated Roof Truss Calculations: not provided 5. Plans: One (1) complete set of previously approved plans dated May 31, 2002 by Arkin — Tilt Architects These documents were reviewed for their conformance to the 1998 California Building (CBC), Plumbing (CPC), Mechanical (CMC), Electrical (CEC) and Energy Codes, in effect at the time of the initial approval. We have no further plan review comments. Therefore, we are recommending approval of the above noted items. The above documents now bearing the "LP2A Plan Review Approval' stamp on all appropriate sheets are enclosed. Please let us know if you have any questions. Sincerely, LINHA T PET SE P ERS ASSOCIATES "Curtisohnson Bill Rodgers, SE I.C. .O. Plans Examiner Structural Engineer LINHART PETERSEN POWERS ASSOCIATES Q 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 0 Toll Free (877) 235-0653 cz iy//sn i i Pagel of 2 Rutherford, Scott From: Carol Silva [carol@Ip2a.com] Sent: Tuesday, February 03, 2004 5:09 PM To: Rerford, Scott Subject: Prendergrast Revisions 2040015.00 Scott, Guess you did not get the fax. The invoice for Prendergrast was mailed out yesterday. The total fee for the revisions is $300.00, 4 hours at $75.00 per hour. Give me a call if you need any other information. Carol Silva Administrative Services Manager LP2A (916) 725-4200 Toll Free 1-877-235-0653 Fax (916) 725-8242 e-mail carol Ip2a.com r / U C /(X" '306), 01 4 "Iz ' 2/3/2004 _ � Frjday Noeemtier 04 2005- �' �,° �< � BUtL.NG Counter--I Person Tammie � D11/1SION -"aUera2 0 •�: _ � �: ` $323.00 Fund 10 (Bldg Per Notice of Violation $0.00 Payment Date 02/04/2004 I NSF (Non Sufficient Funds) $0.00 - Permit Number . 02-1454 : ' ,. AVACourt. . I�•. Receipt Number 394592 Copies/ Document Sales 1 $0:00 Check Number or Cash '3625 I Witness Fees $0.00 Parcel Number 073`120-043 ( Recorders Fees (N.O.C) $0.00 Applicant Benchmark SRA Fees (Fire) $0.00 I . SMIP $0.00 I - Received From Benchmark Water Tender Btln #r= 1$0.00 I West Chico FireStation $0.00 Total Received �32'3�0 _ �.'.�. � SHR Fees (Sheriff)_ $0.00, Total Fees To Collect CUA (Chico Urban Area) : $0.00 TUA (Therm. Urban Area) $0.00 Notes: Oroville Area Traffic $0.00 . Thermalito Drainage $0.00 NCSP Trails System $0.00 NCSP Roads/Bridges ` $0:00 I NCSP Storm Drainage_ $0.00 *. NCSP Fire Station � $0.00 • r NCSP Parks. $0.00 IMPACT FEES . ' ' - .. �..ws- n `.� "� mss.. *'k '� '- � �s `a.�. �. "k+' <, a .r ""z�. F•'.., .,�•, � :� �:.. - s.� ��, � � •x e e opmentServ�cesr. Fcula` �Novemfier.'04 2005''' .. max; �� ��Y <�<..�.�.� � •:,'x, H Yr .. �...•m.: Gnr `-r,r? x va'i 4h.s sem: 0, ,-, r*.. ^^.-,; - �,'�.' ^:.;• .wa...•.. - 'r. u z `��•nxlsn?3�t%- ".;. _ ..; '-s',.. ,fr_; .,e. •.A ''. 4 ' �` z•.`. Counter -- Fund 10 (Bldg Permits) $46.00 Person Karen - Notice of Violation $0.00 Payment.Date _ 12/22/2003 I . NSF•(Non Sufficient Funds) :$0.001 Permit Number, 02-1454,. ) AVA Court Receipt Number. 394198 Copies/ Document Sales, $0.00 I „ Check Number or"Cash 716$0.00 Fees r $0.00 Parcel Number 073-120-043 ( Recorders Fees (N.O.C) $0.00 Applicant Tom ,Prendergast I SRA Fees (Fire) $0.00 ,I Received From same SMIP- $0.00 I' I Water Tender Btln #F F $0.00 i West Chico Fire Station $0.00 Total Received $46# OOJ x�X SHR Fees (Sheriff) $0.00 F Total Fees To Collect�4' 0 CUA (Chico Urban Area)' $0.00 TUA (Therm. Urban Area) $0.00 �. Notes: Oroville Area Traffic $0.00- . Thermalito Drainage 0.00 NCSP Trails System. $0.00 NCSP Roads/Bridges $0.00 I ' NCSP Storm,Drainage . $0.00 NCSP Fire Station • I $0.00 NCSP Parks $0.00 IMPACT FEES r� CDF FIRE SAFE REQUIREMENTS OZ-/ � l� AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. il [1(] 1272.00 Maintenance of Defensible Space. To ensure continued \1 maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ` [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-rtenant structures which supple - the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing,sedans and fire apparatus weighing up to 40,000 pounds. . [], 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to 'curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�l 2. The length of vertical -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. l� 1273.05 Turnarounds. If required, will havea minimum turning radius of 40 feet from the center -of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 .feet long with a minimum 25 foot taper on each end._ 1270.10. Width. All driveways shall provide -a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length'. Page 1 of - 3--. � I `r AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [1 1273.10 Turnaround. A turnaround shall be provided at all // building sites on driveways over 300 feet in length and shall be within 50 feet of the building. F 1273.11 Gates (�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop �without obstructing traffic on that roadway. lam} 3.' where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�1 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [Y 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi_ial inspection of a building permit. Page 2 'of 3 AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3.of the following: - Metal or no, doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed _0%- of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [ l Date Signature Page 3 of 3 TITLE ,24 REPORT Title 24 Report for: PRENDERGAST RESIDENCE BUTTE COUNTY, CA 1. Project Designer: i `:... ARKIN -TILT ARCHITECTS 1062 STANNAGE AVE. ALBANY, CA 94706 ' (510) 528- 9830 Report Prepared By:........ . David A. McClain David A. McClain 3042 Martin Luther King Jr. -Way' E Berkeley, CA 94703 - (51 � 548-7673 - Job Number: 1284 Date:. 5/15/02 I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R MandaWry Wasu.res, Checklist 6 ...Form C -2R Computer. Method Summary 8 HVAC System Heating -and Cooling Loads Summary 12 I &woltc 3.1 By Er-QySdt Job Number: 1284 User Number: 1348A Certificate of Compliance: Residential (Part 1 Of 2) CF -1 R PRENDERGAST RESIDENCE Project Tltle BUTTE COUNTY Project Address David A. Mc Clain (510) 548-7673 Downentation Author Telephone or GENERAL INFORMATION Zone 5/15/02 Date Building Permit # Plan Check I Date Reld Check / Date Enforcement Agency Use Only Total Conditioned Floor Area: 1,923 ft? Average Ceiling Height: 10.0 ft Total Conditioned Slab Area: 1,923 fit Building Type: (check one or more) ® Single Family Detached. ❑ Addition ❑ Single Family Attached ❑ Ebsting Building ❑ Multi -Family ❑ Ebsting Plus Addition Front Orientation: I (S0tto-)--1W:dM— Fkm Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 'C ❑ Raised Floor Const. Component Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc.) R-19 Wall Wood -.0.065_ E)Qerior Wall R-40 Roof (R.38.2KI4.16) Wood '0.028 - Ueda Roof R_40 Wall (Straw) Wood 0:024 E)Qerior Wall Slab -On Grade w/Insul. — n/a -:0.755- Bposed Slab w/R-0.0 Perimeter Insulation FENESTRATION Shading Devices Type Orientation Area--- Fenestration Exterior Overhang Side Fins (SF),. U-17aclor SHQQ Shadi Yes/ No, Yes/ No Front (South) VR -x- 0.60 0.65 Bug Screen- ❑ X❑ ❑ ❑X Right (East) - 36:2-- - 0.60 0.65 Bug Screen- ❑ X❑ ❑ o Rear (North) 0.56 0.66 Bug Screen- ❑ © ❑ Rear (North) 4f -r- - 0.60 0.65 Bug Screen- ❑ o ❑ o Rear (North) 24.S-' 0.57 0.67 Bug Screen ❑ X❑ ❑ ❑X Right (East) 422 0.57 0.67 Bug Screen ❑ X❑ ❑ ❑X Front (South) 23.3 0.55 0.65 Bug Screen ❑ X❑ ❑ ❑X Left (West) 47.9 0.60 0.65 Bug Screen ❑ Q ❑ X❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1:1 F-1 El 1-1 Run Initiation Time: 05/1510214:58:49 Run Code: 1021499929 EwgyPro 3.1 By BwmySoft User Number: 1348A Job Number: 1284 :3 of 12 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R PRENDERGAST RESIDENCE 5/15/02 Project Title We HVAC SYSTEMS Mote: Input Hyrdronk: or Combined Hydronic data under Water Heating Systems, except Design Heatlng Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location t pump, etc.) (AFUE/HSPF)(ducts, attic, -etc.) R -Value Type Comments Par monad Haat Pump 4.20 COP . Radiant Floor n/a Setback Res HVAC Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. doling) (SEER) ' (attic, etc.) R -Value Type Comments No Cooling 10.0 SEER Ductless n/a Sathack RPc HVAC WATER HEATING SYSTEMS Rated 1 Tank Energy FacO 1 External Water Heater Water Heater Distribution # in Input Can. or Redvery Standby Tank Insul. System Name Type Type Syst Btu/ttr (gal) Efficiency Loss R -Value Standard Gas 50 gal or Less Small Gas Standard 1- 40,000 _so 0.53 n/a 12 1 For small gas storage (rated inputs of less than or equal to 75,000 BhAr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters ( Vrmr75,00C81M?RT, list Rated Inpurlecovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS GVMNLIANGt S IA 1 tMEN11 This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. T signed-recognizethat compliance using dud sealing and T uires installer testing and certification and field verification by an approved HERS rater. .. -.1- Designer or Owner (per Code) Documentation Author Name: Name: Davld A. McClain Tile/Firm: ARIQN -TILT ARCHITECTS Title/Firm: David A. Mc Clain Address: 1082 STANNAGE AVE. Address: 3042 Martin Luther 10ng Jr. Way ALBANY, CA 94706 Berkeley, CA 94700 Telephone: (51o)52B-98m Lic. #: 2 Z S"•3/.02 ure) (date) Enfo cement Agency Name: Title/Firm: Address: Telephone: Telephone: (5 q) 548- 7673 (date) IEnergyRo 3.1 ByEnemySoft -._. __.VserNumber: 1348A _.. ,_ Job Number. 1284 PageA of 12 1 Certificate of Compliance: Residential (Addendum) CF -1 R PRENDERGAST RESIDENCE 5/15/02 Project Title Date Special Features and Modeling Assumptions The local enforcement agency -should pay special attention to the Items specified In this checklist. These Items require special vwMen justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that othervAse complies based on the adequaere*tfa'=special justification and documentation submitted. I Plan I Field The DHW System " gal or Less" Energy Factor= 0.5311 -Aa -EF below 0.58 requires an R-12 External Blanket. HIGH MASS Design(sdwC:2Rr- VenYTTlieinlatitAass. 19M sgft DqxsadrStab Floor, 4.00" thi"l st Floor - HERS Required Verification These features must be confirmed andfor tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -BR. Plan Fteld The HVAC System "Res HVAC" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide v+erifification of the.TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Res HVAC" is using reduced dud -leafage to comply and must have diagnostic site testing of dud leakage performed by a certified HERS Rafter. The results of the diagnostic testing mud be reported on a CF -8R Form. RminitiationTithe:05115102-14;53A-0 &moPro 3.1 By Er"gySaft UseaNumber: 1348A -_ Job Number: 128.4. - Page:5 of 12 Mandatory Measures Checklist: Residential (Page 1 of 2) MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked Wth an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures vuhether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures 4150(a): Knimum R-19 celling insulation. §150(b): Loosefill irtsudation manufachawlsiabeled R -Value. ©4150(c): Mnimum R-13 wall insulation in wood framed walls or equivalent U-vahm in metal frame walls (does not apply to eitaior mass wells). [K' § 150(d): Mrdmum R-13 raised floor insulalimin framed floors or equivale't. §150(1): Slab edge insulation - water' absor cii rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 permfinch. §118: Insulation specified or installedmeets insulation quality standards. Indicate typeand form. ® §116-17: Fenestration Produets,.E)dericr Doors and InfiltrationlE filtration Controls 1. Doors and windows between conditioned-andtausonofrtioned spaces designed to limit air leakage. 2. Fenestration products (wmptfield fabricated) -have -label vuth certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Elmertor doors and windows vueatherstripped; all joints and penebations caulked and sealed ❑ § 150(g): Vapor barriers mandatwyin Climate Zones 14 and 16 only. ❑ §150(f): Special infiltration barrier installed to-complywith Section 151 meets Commission quality sta. da, ❑ §150(e): Installation of Fireplaces, Decorative GasAppliianoesand Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper andcartrel c. Flue damper and control 2. No continuous burning gas plots allowed. Space Conditioningf_Heating-and-Plumbing-System Measure §110-13: HVAC equipment, vwtaF haafars, shovuetheuiicandfaucets certified by the Commission. ® § 150(h): Heating and/or coaling loads calculated in accordance with ASHRAE, SMACNA or ACOA § 150(i): Setback thermostat on all applicable heating and/or cooling systems. §1500): PipeandTanklnsulation 1. Storage gas water heaters Facterfess than 0.58 must be eMa wwapped with insulation having an installed tharmaLraai6>,iu o of R4Xoc greater. 2 Frst-Siert of pipes dosest io water healor tark!p9a46;irwta1ing systems, insulated (R4 or greater) 3. Backup tanka for solar system, unfired storage twksb di. other indirect hot water tanks have R-12 eDdemal _ _..... _ insulation or R-18 combined i 4. All buried or exposed piping insulated vi redhaAating sections of hot water systems. 5. Cooling system.pping below 55 degrees R insulated. 8. Piping insulating belvveen heating source and indirect hot water tank EnergyP ro 3.1 BY &wgySoft User Number: 1348A Job Number:1284 Page:B of 12 Mandatory Measures Checklist: Residential (Page 2 of 2) MF -JR NOTE: L rwrlse residential buildings subject to the Standards must coin these measures regardless of the compliance approach used. Items marked with an asterisk () may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checkHat le Incorporated Into the permit documents. the features noted shall be considered by all parties as minlmum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION instructions: Check or initial applicable boles or enter N/A if not applicable. DESIGNER ENFORCEIVENT Space Conditioning, Water Heating and Plumbing System Measures: (Continued) "§ 150(.): Ducts and Faro 1. All ducts and plenums Installed, sealed and Insulated fo meet the requirements of the 1988 CMC Sections 801, 803, 804 and Standard 8-3; ducts insulated to a minimum installed level of R-42 or enclosed entirely In conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181 M ff mastic or tape Is used to seal openings greater than 1/4 Inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct syetems and their components shall not be sealed with doth back rubber adhesive dmt ardess such tape Is used in combination with mastic and drawbands .. . 2. Building cavities, support platforms t .or cornftuctedxMirrinabopeft other than sealed sheet metal, duct board of §eA for conveying conditioned. air.. & Ming cavities and support plattartnsmay coir ai[>;ducts'DFcla r tr eaNties and support pialforms shall not be compressed to cause reductions in the aosssectlonal arm of the ducts. 3. Joints and seams of dud systems and their components shall not be sealed with doth back rubber adhesive dud tapes unless such a tape Is used In combination with mastic and drawbands. 4. Exhaust fan systema have back draft or automatic dampers. 5. Gravity ventilation systems serving ronditlaw pace•twve eftheraubomatle or readily accessible, manually operated dampers. - S. Protection of Insulation. InsulationshOlWisrubircted from damage. Including that due to sunlight moisture, equipment maintenance, and wind hApat ffiafrillowinge Insulatien eposed tawe0wshAl besiltable for outdoor service e.g•, protected byahunftxzm`sheetr etal, painted�+�--a_� ��wan� cam. tosla_ Insulation shall be protected as abovecrpainted with a opatlrigifirt from solar radiation that can cause degradation of the-matedw. ❑ § 114: pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weaftugzo S operating instructions, no electric resistance heating, and no pilot 2. System is Installed with at least 38- of pipe between fitter and heater for future solar, cover for outdoor pools or spas. a. At least 38- of pipe between fitter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. - 3. Piool system has directional irrteM Arid 6rCIMMIUM, pun q, Urne switch. §115: Gas fired central furnaces, cooidng appliances have no - continuously Muting pilot li . okh .... 4*d < 150 Btidhr) ❑ §118 (f): Coo1 Roof maEertsl meetspecified criteria. Lighting Measures d ❑ §150(k)1: Luminalres for general lighting in kitchens shall have lamps with an efficacy 40 IumersNvaS or greater for general lighting in Idtche ns. This all'be gonbolW-by a switch on a readily aacesaible Oghting- control panel at an entrance to thee,- hee, ❑ §150(k)2: Rooms with a shows of bathtub must have either at least one luminaire with lamps with an a ivacy.of F] 40 lume slwatt or greats switched at the entrance to the room or one of the alternative to this regtirenwrd allowed in Section 150(k)2.; and recessed ceiling tunes are IC(Insulation mover) approved. 3.1 BY EnergySdt User Number: 1348A Job Number: 1284 Page:7 of 12 Computer Method Summary (Part 1 of.3) C -2R PRENDERGASLRESIDENCE Project Title 5/15/02 Date BUTTE COUNTY Project Address Building Permit p David A_ Mc Clain (510) 548-7673 DoclmlenMion Author Telephone Plan ChecklDate anc ficeho(kaae computer lo CllmateZ field CheaklDate Source Energy -Use Standard Proposed Compliance (kBkdsf--yr) Design Design Margin .Space Heating 11.93 2.67 9.26 --Space Cooling 8.63 - 8.85 -0.21 Domestic Hot Water 13.36- - 13.24 0.13 Totals. 33.92 24.75 9.17 GENERAL INFORMATION ❑X Slab Floor Conditioned Floor Area: 1,923 Floor Construction Type: ❑ Raised Floor Building Type: Single Fam Detached Building Front Orientation: (Soufh)` 180 deg Total Fenestration Area: 21.4% Number of Dwelling Units: 'F.W- Total Conditioned Volume: 19,228 Number of Stories: 1 Slab Floor Area: 1,923 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Urlits Zone Type Type HgL Area Ran HVAC 1 R in 1 M—Condifitinr3d— SAth+ck_ —2 n/a OPAQUE SURFACES Act • -a ofMillocl VMi =."- • r T. • ti :.:. •.• • tlx: • I �.� I�W T!• I :.:. •..� :f - .:. . .At - so e HM I EnemvPro 3.1 By EnergSrSdt 'User Number: 1348A Job Number 1254 Page:8 of 12 I Computer Method. Summary (Part 2 of 3) C -2R PRENDERGAST RESIDENCE 5/15/02 Project Title Date FENESTRATION SURFACES # Type Area U- Factor SHGC Act. AM Gla2ing Type Tilt Location/ Commeft 1_ Window. Front (South) 718 06M O ffi 180 _AD Douhle NnnNttl Clear Defauft 1 st Phar Zene 2 Window Right (Eesti 8.8 _ 0.600 0.65 90 90 Double NonMtl Clear Defauft 1 st Floor Zone 2 Window Rear. ()North) 20.0 0.550 0.65 0 90 Double NonfA Clear Defout 1 st Floor Zone 4 Window Rear (North) 5.0 0.600 0.65 0 90 Double NonMu Clear Defauft 1st Floor Zone 5 Window Rear (North) 244�-_ ._ -• D()7- _0 90 Doub"anMtl GearD - ,. 1st Floor Zone EL Wndow Rear (NodW 27.1 0,600 0.65 0 90 [double NonMl Clear Defauft - 1 st Floor zone Z VWhdbw Rear (Nofth) 14.0 _ T65 0 90 Double NonMtl Clear Dsfauft 1 st Floor Zone 8 Window Right (East) 422 0.570 0.67 90 90 Double NonMtl Clear Defauft 1 st Floor Zone R_ Window Right (E 27:5-- 0_6 U _ 90 _�Q--Double NonMtl Gear Defau 1 st Floor Zone 1Q Window Front ( _ 23.3 0=550 0.65 __18Q _90 Double NonMu Clear Defy ruR 1st Floor Zone 11 Window Front `- - 7t: ' CX65 .180 _ 90 D-ouble NonMtl Clear Ddfatiff= - 1 st Floor Zone 12 Window Front (South) 27.5 0.600 0.65 180 90 Double NonMu Clear Defaut 1 st Floor Zone 13 Window Left. miest) _Q - B€ s- 270 90 DaubtaNanMH Clear Default-- .: 1 st Floor Zone 14 Window Left (West) 5.0 0.600 0.65 ^M 90 Double NonMtl Clear Defauft 1 st Floor Zone 15 Window Left (West) 18.4 0.600— 0999�' 270 EffE%nbfie-NonMu Clear Defauft 1 st Floor Zone INTERIOR AND EXTERIOR SHADING Window ova Left Fn MdA Fn # Exterior Shade Type SHGC. Hgt- Wd. Len. Hgs,._ LEA REA. est' ..Len. Hgt Dist. len. Hgt. 1 Bug Screen, 8 7ff� — 2 Bug Screen 0.76 3 Bug Screen 0.7& -- 4 Bug Screen 0.78 5 Bug Screen 0:78F = 6 Bug Screen 0.76 7 Bug Screen Qf7g 8 Bug Screen 0.76: 9 Bug Screen 0.76 -,.B-ug Screen 0.76 11 Bug Screen 0.76 12 Bug. Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 0.76 EnmvPro 3.1 By ewwSoft Usw Number: 1348A Job Number: 1284 Paae:9 of 12 Computer Method. Summary (Part 3 of 3) C -2R PRENDERGAST RESIDENCE 5/15/02 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference .,R -Val. Comments Concrete, Hea4m6s (ght I QM X00 _2g n 98 n/a 0 14 Floor Zone / Slah on Grade PERIMETER LOSSES F2 Inst.dation Type Length Factor 'R -Val. Depth Location / Comments ' HVAC SYSTEMS Heating Equipment Minim -um • Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location/ pump, etc.) (AFUE/HSPFxdacts/attic, etc.) R -Value Type Comments Packaged Heat Pump 4.20 COP Radiant Floor n/a Setback Res HVAC Hydronic Piping pipe Pipe InsLd. System Name Length Diameter, Thick. Coding Egtepment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments No Cooling 10_n SFFR Ductless _p(a_ Setback Res HVAC WATER HEATING SYSTEMS Ratedl Tank Energy Fact1 1 Tank Insul. Water Heater Water Heater �stribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst (BbAr) (gal) Effidency Loss Ext. Standard Gas 50 gal or Less Small Gas Standard 1 4,000 50 0.53 n/a 12 1 For small gas storage (rated input — 75000'BC[f/PS- eYf ctric resistance and heat pump water heaters, list energy factor. For Iarge'gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and, Standby lass. For instantaneous gas water heaters, list Rated Input, and Rory Efficiency. REMARKS Run InftiatlorvTane: 05116102 MGRA9 Run Code.—IS k499929 EnergyPro 3.1 By EnergySoft User Number: 1348A Job Numbs 1284:- =.. Pgge:10 of 12 Computer Method Summary (Addendum) C -2R PRENDERGAST RESIDENCE 5/15/02 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention tothe items specified in this checklist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise compNes oasew-on the aaequacy or ine,speeiiiijusimeamin aria aocumentanon supmmea. Plan I Field The DHVV System- QsC -Energy factor = E1r.A1k- An EF below 0.58 requires an R-12 E)demai Blanket. HIGH MASS Design(5 2Rj-= terify-Thermal-Iftw.—MM sgft E Slab Floor, 4.00" thick at 1 st flow.,.. KERS Required Verification These features must be confirmed andlor tested by a certified HERS rider under the supervision of a CEC approved HERS provioer. r ne nems rater must aocument the nein vermcation aria aragnostic testing of mese measures on a torrn GF R. Plan Field The HVAC System "Res HVAC' includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifificabon of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Res HVAC" is using reduced ductileakage to comply and mucthawdiegnostic site testing of duct leakage performed by a cestified HERS Rater. The results of the diagnostic testing must be reported on a CF -R -Form. Ria lnitiatiow-T=' e: 05/15142.14:58:49 Run Code: 10214999.2.4.: EnergyPro 3.1 By En mftfft Uses Number:1348A - Job Number.1284 Page:11 of 12 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT RAMS DATE PRENDERGAST RESIDENCE 5/15/02 SYSTEM NAME FLOOR AREA Res HVAC 1.923 Number of Systems 1 Heating System Output per System 30,000 Total Output (Btuh) I Sensible Output (Btuhlsgft) t5 Cooling System Output per System 0 Total Output (Btuh) 0 Total Output (Tons) 0.0 Total Output (8tuh1wilt) 0.0 Total Output (Ton) 0.0 Air System CFM per System 0 A.Irflow(cfm) Airflow(cfmisgft) 0.00 Airfiow(crmfTon) 0.'0, Outside Air --0.0 Outside Air (cfmisgft) Q00 Rote: values above given at ARI conditions Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL-CDOLING PEAK COIL HTG. PEAK CFM 1,Sensiblel Latent CFM I Sensible 1, 33,178 -1,21 e20 23,289 0 1,698 1,163 0 0 0 0 0 0 0 1,699 1,163 36.W 12111 25996 Hot Watm-System — 0 0 25,775 Total Adjusted System Output o 0 25,779 (Adm for Peek Design Condidam) TIME OF SYSTEM PEAK I Aug 2 pm I Jan 12 am EATING SYSTEM PSYCHROV.IE .RICS::: fi%tmm Tem atures at Time of Peak r Supply Air Ducts �( Outside Air W 0 cfm Heating Coil - ROOMS Retum.AirDucts I DOLING SYSTEM PSYCHROMETRICS..... stream Temperatures at Time 2L222fiM Peak Supply Air Ducts Outside Air 0 cfm ' Cooling Coil W.6% R. H. ROOMS Retum Air Ducts I En.WP. 3.1 By EnagySoft. User Number: 1348A Job Number: 1284 Page: 12 of 1 RESIDENTIAL 'z (073-120-043PERMIT#97-1217 PRENDERGAST, Tom & Jean PERMIT N 309 Powell Ridge Rd.', Or.ovi.11e New Pri Det Garage PERMIT E;-. OWNER CONTR. ASSESSOR PARCEL LOCATION u .5 b4L��, f�►c l of �t�/�j-e- D �►tirro! t�Qi�` �� Powolic; ok j • A Temp. Power Pole Called PG&E 'Temp. Elec. Service Called PG&E jemp. Gas Service a Called PG&E JOB FINALED (Date) / Signature r� V=OK 1 - O = Not OK Not •=NotRepady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'a Card B-1 Date Card B-1 1. Zoning Requirements - Setbacks - Easements. MOBILE HOME INSTALLATION (Plans) OK except Ws 2. Soils; Special MH Support Sketch 1. Zoning Requirements- Setbacks Easements 3. Sewer, Location -Test -Fall -CAD -Concrete 2. Footings: Sb e -Spacing -Marriage Line 4. Water, Location -Test -Easement Needed (Sketch) 3. Gas; MH Test-DemarKWahe-Connector 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 4. Electricity; MH Test -Crossovers -Breakers -Clearances 6. Gas; Location-TesWrap; / MtL / /Nat or/ PL fL/ /LPG 5. Drain; MH Test -Fall -Flex Connector 7. Well Clearance & Disconnect 6. Water; MH Test -Regulator -Connector 8. Utility Clearance Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except Ws 1. Zoning Requirements- Setbacks Easements 2. Footings: Sb e -Spacing -Marriage Line 3. Gas; MH Test-DemarKWahe-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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Z�/ 3. ,Decks; Girders, and/or Joists-Dedking-BracingStaint-Rails ' 4. Wood Awn.; Posta-Beams-Rftrs.-Connectors ShWg.4ifg.-Bradng S. Alum. Awn.; Columns�ConnectionsSplice-0ecal-Enclosures • 6. Carports; Wi rs r 7: i '; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding:`Nailino• teneerShjod&Mesh zi Date 7 . Card B-1 -Data Card B-1 ' Card B-1• Date Card B-1 Date POOLS (Plans) OK except Ar's 1. Setbacks -Easements ' 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distance-GFl .5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed . 7. Elec.; Bonding; Metal w/5 -Circulating Equip.+leater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Te"ater Supply Test 11. Light Niche Date Card B-1 • Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / /` Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ C Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ / 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. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fling -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Ramex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except Ws 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Data FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 64. Stairs; Width -Headroom -Rise -Run nding-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterio Panels M�tj %,`A.l O // 9J Ay - 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. 6d Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground: Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mach. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Linked under Floor ❑ Yes 82. Following Instld./Drive Q Yes ❑ No/Walks Q Yes ❑ No/Planters Q Yes ❑ No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 7 _ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville,-Califoiiiia 95965 - Telephone (916) 538-7541 � 17 071 T(Rev.12/96) APPLICATION AND PERMIT / ASSESSOR PARCEL NUMBER 073-120-043 1 ZONING U/SH BUILDING PERMIT OWNER TOM &JEAN PRENDERGAST TELEPHONE SO, FT, OCC. BUILDING VALUATION 2334 U42,012.00 OWNER'S MAILING ADDRESS 2103 SHOREVIEW AVE SAN MATED 94401 CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NONE E Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHMECTOR ENGINEER NONE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ -369.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 309 POWELL RIDGE RD Energy Plan Checking Fee $ OROVILLE $ PERMIT FEE LOT NO.o SUBDIVISIONS NAME PAR eA^76 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Each Trap 7.00 21 _00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑j( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 00 Mobile Home I S I G I W 920.00 PERMIT FEE S-71 QU ELECTRICAL PERMIT Fling Fee 20.00 Main Service zooA oa v ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.a License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00NEW CONST. DWELLING OCCUP.SO OR ADDNS. ( a Acc. Bins. 3.5,s_. 81 65 NEWCONS NON-RESIDT MULTI.ONWI TS 97,50 PSINGLE OUTLET OWER APPARATUCIR.S Ex. Occu CUTLET OR FIXTURES 20 � ,•0° SAL o .so Ex. Occup. OUTELETS RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 101.65 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by 'section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthww comply with those provisions. �% X _ Date z :_ / _ Signature of Applicant - RKOwner ❑ Contractor ❑ Ag€nt T— An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 801.50 HAZ. D. FEES IMP FLOOD X CDF ARCEL I This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 4 Date Receipt No. 999191 " WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT *!`�''�.f'4.�r � T,r..-. �. �L+e`.+*.�v•. � . � .:a�.r� .. x'�'�r Y�`J�` �tsf'rrY.: �a�T��:T-�W'�+� ��',�y T�'�+�'f '� :rte'. ;-w. •_•t. i''- � � -.. . P-0 OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' TCOUNTY CENTER DRIVE - OROVILLt, C'A"�I;TFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ¢ Pfc-i"ma,�+-ASSESSOR PARCEL NUMBER: O Q -Q Proposed Building Use: Building Inspector: 11 Data: At time of permit application, I was AAvised the following data must be submitted prior to permit processing and/or issuance: 04 Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ u0. Fees of $ ------------------------------------------------------------------------------------- ❑ . Impact fees as shown on the attached schedule. --- ----------------------- -%-- /- alifornia Department of Forestry plan approv Lees�J-AIJ_OrIZ! d ---------------- ❑ 13. Flood elevation certificate. ---------------------------------------- OA and plot plan approval O/OV " Health Department. -------------------------- k---------------- ❑ 15. City of Chico plumbing permit. ------------------------------------- --------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ti ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information: (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. -------------------------------------------------;--------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------------- 024. Letter of signature authorization.-----------------------------=------------------------------------------=------- _ ❑25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------- ❑26. Letter of intent on building use.----------------------------------------------------------------------------------- - 027. Manufactured Home utility clearance.----------------------------/-p------------------------------------------ _ 028. Existing violations and/or expired permits. ---- ------------------ ------------------------------------------------ - ❑29. ❑433 A, ❑Grant Deed, 0 M.H. Title, ❑ Check to H.C.D $ _ E130. Other: Ift ------ (Date) When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to cp tractor. +�- OTelephone � d9 ' 09S and hold for pickup at t�✓o V r / �t? o Deliver with inspector. o Ir'.. ry /s J m- Dgs-? c Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution DaWr By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for a above items numbered: ❑ Plan Check List 2. Additional items required: ,v SMa et -v, w e/ Contractor, designer, owner, was advised of the above required data by ph ne, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi n counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildm 'vi on counter, by Dat . III— Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanita tion Cleara6ce E.H. USE ONLY Plot Plan Attached Floor Plan Attached .—X- Sent to B.D. i Owner Location AP# Plan Approved for. .Sewage Disposal Water Supply: Public Private Well �/o /1 0 -)j / tno C Clearance for -5�dwelling. Other 10 K '449"� C- CC) N L/ A-77�-�� for: Environmental Health Specialist 8/96 Date <A"' • O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES 01 NO ❑ 2. I HAVE X - HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: 1y/71UiQI Cr= 7- C7 -0/i17 ADDRESS:,2/0 3 5#0X_F0Q/ 4 Vi= CITY:��� PHONE: Y/S V3 OV -5-9 CONTRACTOR'S LICENSE NO. o A VILI-e 4- .6- �9 0 qS 9 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: / NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: 0.R_ An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including.materials and other costs) is $300 or more for the entire project,. and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Oruner-Builder Information is required by Section 19830 of die California Health and Safety Code. OVER LAND DEVELOPMENT GARAGE BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 97-1217 OWNERS A.P. 073-12-0-043 NAME: TOM ANT) JFAN PRFNi1F.R(,A4T NUMBER: PRINT LAST NAME FIRST COUNTY ZONING / 9 DESIGNATION: V �H FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED:. ✓ RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓ /Ol D A c i DEED INFORMATION: F02BCfrvVVt'/ AID; DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS MAP INFORMATION: LEGAL ACCESS REQUIRED YES NO YES NO DATE OF RECORDING Co 22 $ Z LOT % BOOK 458 PAGE %6o COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. Pa �. eFL L i2 r V-9 C e iz d 2. Maintain a Zc�' ft.building setback from rig ht -of -way/zeRwrline of Fo r2FS. 6S KZ& --j 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with.hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department <of Fish and Game for the preservation of oak trees. (See phoneynumberrbelow) SCC 80 OT-N--ei2 C o No i r -I O N s , 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shallbe paid. Pay the amount of;$ as stated in the Oroville. Area Traffic Mitigation Fee Agreement. Payment to be made to the Rannin9 Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X • 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 0 22 23 24 25 26 Na IWNOIBM aw 3.UnG JO AM= L661ZlNflf a�AAt33311 CAW P51 \FORMS.K\BLDGPERM.CLR OWNtR4qA5e'q PER4MR 4N 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 completepf you have any questions pertaining to this matter, or need additional explanation, ple act this office immediately. 7—d,00 -A //-TI iA-,J JOY -,A el �- f COUNTY OF BUTTE 'BUILDING DIVISION 10 DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE A 4 OWNtR4qA5e'q PER4MR 4N 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 completepf you have any questions pertaining to this matter, or need additional explanation, ple act this office immediately. 7—d,00 -A //-TI iA-,J JOY -,A el �- f S A" 073-120-043 PERMIT#97-1014 PENDERGAST, Maurice 309 Powell Ridge Rd.'., Oroville +-- - Ele For Well & Lot Development 40 OFFICE COPY• r• i, Address n 1 ` Y dd F Pte' GAS Date_ Meter BY ' ELECTRIC e j2 Dat ! Meter BY - • r i r � • rw ,COUNTY OF BUTTE -DEPARTMENT OFbEVELjpPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541, PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING T BUILDING PERMIT OWNER TELEPHONE 143-0850 SQ. FT. OCC. BUILDING VALUATION OWNERS MAKING ADDRESS 2103 SHOREVIEW AVENUE, SAN MATEO CA 04401 CONTRACTORS NAME TELEPHONE VYYACIYFY - CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other " SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK v New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: POLE FOR WELL AND IAT DEVELOPMf:INT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 000V OR LESS Main Service 200AOR LEss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( 8 ACC. BLDS. SO 3.5¢FT. NEW CONST. MULTI.OUTLET NON-RESID. I , @ 7.SO PSINOWGLER APPARATUS 8 EOUTLEr CIR. Ex. Occup. OUTLET OR FIXTURES zo @ 1.00 BAL @ .50 Ex. Occup. ours AENIS .oeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ Ao; flit WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. !� -, Date _ �'—_ Signature of Applicant - OOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ DOC CONST. TYPE TOTAL FEE $ 66.00 HAZ. I D. FEES IMP I FLOOD CDF PARCEL I PD HD SSUE 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. By �� Date PERMIT EXPIRES ON ate ReceiptNo.2-.2—Z 6-i WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 COUNTY OF BUTTE- DEPARTMENT OF DEVELdPMENT SERVICES -BUILDING DIVISION 0 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT A ASSESSOR PARCEL NUMBER ' 073-12-0-0443 ZONING 11 BUILDING PERMIT OWNER MAURICE THOMAS ANDERGAST 415 TELEPHONE '141-0899 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 7 Describe Work: POLE FOR WELL AND LOT DEVELOPMENT Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 -00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law ff the following reason: V�" I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. DWE200ALLING OR ADONS. ( & ACC. BIDS. SO 3.5QFT_ NON -RES DT NEW CONS.MULCT CUTLE @7.50 PSINGLE OUOWER APPARTLEATUTCIR.S Ex. Occu OUTLET OR FucTUREs 20 Q 1.00 BAL @ .50 X. Ex. Occup. OUTELETSPRESID.OEll 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall � not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo Hwlfh`o mply with those provisions. `�4 X _ _- _ Date/_ _ Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 66.00 HAZ. I D. FEES IMP I FLOOD I CDF I PARCEL I PD HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. h Date /�� ✓ •0 7 De e Receipt No WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CS .COUNTYOF BUTTE - DEPARTMENTOF-DEVOLOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 OWNER Proposed Building Use ,A PERMIT APPLICATION DATA SHEET wf� A. P. No. 1 -j - Building Inspector r //In Date, C)�- C-.-� 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). ... . Prcti e Inspeon reque-fs 20. Pre -inspection for 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. 34. When you issue the permit, process as follows: Mail to owner. Mail to contr tor. Telephone and hold for pickup at 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 permit for 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 CEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER3 , Z L - -- ZONING BUILDING PERMIT OWNER r TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRE S " CC r ate. to y� CONTRACTOR'S NAME - �' cJ vLQ_r TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER FlfepIBCB LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MA UNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS i 3a J� - Energy Plan Checking Fee $ $ ro PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY_ Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ ,� / n / 1 Describe Work: r O 4 - NA r 0 ed Z, T Com. / e. �?� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20. 00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 OOOV s Main Service xoA ORoR 'ss' 23.00 ,Zs, 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter with Section 7000) of Division 3 of the Business and Professions Code, 9 (commencing w and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required.by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner D Contractor ❑ Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. Main Service ZOOA TO 1000A 46.00 NEW CONST. D E UMG OCCUP. sG OR ADDNS. ( d ACC. S.3•SCFT. NEW CONS .OUTLET MULTI. NON•RESID. 1 @7.50 POWER APPARATus a SINGLE oLmEr cIR. OUTLET OR FDCTURES 00 Occup. . Ex. OBAS (P 1 FIXED APPINS. . OR 5.00 Ex. Occup. OUrLErs REBIDEA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 2.3.40 PERMIT FEE $ 6(. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ bli4v Z. I D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (DAIR) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUM13ER3 , Z _ c ZONING BUILDING PERMIT OWNER /� r !.7 TELEP110NE zef 1/3 —09 SO. FT. OCC. BUILDING VALUATION OWNER'S MAIUNG ADORE S r ot.r �o `%� O CONTRACTOR'S NAME 041vL TELEPHONE ' CONTRACTOR'S MAKING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'SMAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee S ARCMTECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS I 3a� a�� - Energy Plan Checking Fee $ $ Oro PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Re/model ❑ Util'ItiespK, Installation ❑ Other ❑ _ Describe Work: a r Of L Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE , S ELECTRICAL PERMIT Fling Fee 20.00 Main Service xov oa LEss 23.00 ,L,S, 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ [,as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGCUP. so OR ADDNS. ( a ACC. BLDS. 3.5CFT. NEW CONST. MULTI.OUTLET @7.SO NON•RESID. I I l POWER APP RAT Is 6 SINGLE OUTLET CSR. Ex. Occup. Bn°L 0 ':sOOo p. OUTLET OR FORURQ FIXED APPLNS. OR 5.00 Ex. Occup. OUTLET'S RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23 -9:20 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee S Energy Inspection Fee S Occ CONST. TYPE ( 4210 TOTAL FEES -Z. 1 D. FEES IMP I FLOOD I COF PARCEL I PO I NO I ISSUE 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. By Date PERMIT EXPIRES ON /11,191 Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROC%-APPLICANT r' HEALTH AND SAFETY CODE SECTION 18944.30-18944.41 STRAW BALE CONSTRUCTION 18944.30. The Legislature finds and declares all of the following: (a) There is an urgent need for low-cost, energy-efficient housing in California. (b) The cost of conventional lumber -framed housing has risen due to a shortage of construction -grade lumber. (c) Straw is an annually renewable source of cellulose that can be used an energy-efficient substitute for stud -framed wall construction. (d) The state has mandated that the burning of rice straw be greatly reduced. (e) As a result of the mandated burning reduction, growers are experimenting with alternative straw management practices. Various methods of straw incorporation into the soil are the most widely used alternatives. The two most common methods are non - flood incorporation and winter flood incorporation. Economically viable off -farm uses for rice straw are not yet available. (f) Winter flooding of rice fields encourages the natural decomposition of rice straw and provides valuable waterfowl habitat. According to the Central Valley Habitat Joint Venture component of the North American Waterfowl Management Plan, in California's Central Valley, over 400,000 acres of enhanced agricultural lands are needed to restore the depleted migratory waterfowl populations of the Pacific flyway. Flooded rice fields are a key and integral part of the successful restoration of historic waterfowl and shorebird populations. (g) Winter flooding of rice fields provides significant waterfowl habitat benefits and should be especially encouraged in areas ,he-r-e-she-r-e-i-s-riFinai-pe��iai-to-�mpzct-sa�mo.r-_-as-a �e.sult-oE surface water diversions. (h) An economically viable market for rice straw bales could result from the use of rice straw bales in housing construction. (i) Practicing architects and engineers have determined that the statutory guidelines established by Chapter 941 of the Statutes of 1995 contain specific requirements that they believe are either unnecessary or detrimental. Some of the requirements are considered costly and severely.restrict the development of straw - bale housing. (j) Statutory guidelines for the use of straw -bale housing would significantly benefit energy conservation, natural resources, low- cost housing, agriculture, and fisheries in California. (k) Tests and experience with straw -bale construction demonstrate that it is a strong, durable, and thermally superior building system .that deserves a larger role in modern construction. 18944.31. (a) Notwithstanding any other provision of law, the guidelines established by this chapter shall apply to the construction of all structures that use baled straw as a load bearing or non -load bearing material within any city or county that adopted the guidelines established by Chapter 941 of the Statutes of 1995 prior to January 1, 2002. This requirement I shall not preclude the city or county from making changes or modifications to the guidelines pursuant to subdivision (b). Notwithstanding any other provision of law, the guidelines established by this chapter shall not become operative in a city or county that has not adopted the guidelines prior to January 1, 2002, unless and until the legislative body of the city or county makes an express finding that the application of these guidelines within the city or county is reasonably necessary because of local condition's and the city or county files a copy of that finding with the department. (b) A city or county may, by ordinance or regulation, make any changes or modifications in the guidelines contained in this chapter as it determines are reasonably necessary because of local conditions, provided the city or county files a copy of the changes or modifications and the express findings for the changes or modifications with the department. No change or modification of that type shall become effective or operative for any purpose until the finding and the change or modification has been filed with the department. (c) Nothing in this chapter shall be construed as increasing or decreasing the authority to approve or disapprove of alternative construction methods pursuant to the State Housing Law, Part 1.5 (commencing with Section 17910) or the California Building Standards Code, Title 24 of the California Code of Regulations. (d) It is the intent of the Legislature that the statutory guidelines of this chapter serve as an interim measure pending the evaluation of straw bales as a construction material through the normal processes used for the testing and listing of building materials, the determination of construction standards, and the adoption of those materials and construction standards into the California Building'Standards Code. 18944.32. Nothing in this chapter shall be construed as an exemption from Chapter 3 (commencing with Section 5500) of, or Chapter 7 (commencing with Section 6700) of, Division 3 of the Business and Professions Code relative to preparation of plans, drawings, specifications, or calculations under the direct supervision of a licensed architect or civil engineer, for the construction of structures that deviate from the conventional framing requirements for wood -frame construction 18944.33. For the purposes of this chapter, the following terms are defined as follows: (a) "Bales" means rectangular compressed blocks of straw, bound by strings or wire. . (b) "Department" means the Department of Housing and Community Development. (c) "Flakes" means slabs of straw removed from an untied bale. Flakes are used to fill small gaps between the ends of stacked bales. (d) "Laid flat" refers to stacking bales so that the sides with the largest cross-sectional area are horizontal and the longest dimension of this area is parallel with the wall plane. (e) "Laid on edge" refers to stacking bales so that the sides with the largest cross-sectional area are vertical and the longest dimension of this area is horizontal and parallel with the wall plane. (f) "Load-bearing" refers to plastered straw -bale walls that bear the dead and live loads of the roof and any upper floor. (g) "Non -load-bearing" refers to plastered straw -bale walls that bear only their own weight, such as infill panels within some type of post and beam structure. (h) "Plaster" means lime, gypsum, lime cement, or cement plasters, as defined by the California Building Standards Code, or earthen plaster with fiber reinforcing. (i) "Straw" means the dry stems of cereal grains left after the seed heads have been substantially removed. 18944.34. (a) Subject to the availability of funds, on or before January 1, 2002, the California Building Standards Commission shall transmit, to the department and to the Legislature, a report regarding the implementation of this chapter. (b) The implementation report shall describe which cities and counties have utilized this chapter, and the number and type of structures that have been built pursuant to local ordinances. The implementation report may include recommendations to amend the guidelines established by this chapter, or any other related matters. (c) The California Building Standards Commission may accept and use any funds provided or donated for the purposes of this section. 18944.35. (a) Bales shall be rectangular in shape. (b) Bales used within a continuous wall shall be of consistent height and width to ensure even distribution of loads within wall systems. (c) Bales shall be bound with ties of either polypropylene string or baling wire. Bales with broken or loose ties shall not be used unless the broken or loose ties are replaced with ties which restore the original degree of compaction of the bale. (d) The moisture content of bales, at the time of installation, shall not exceed 20 percent of the total weight of the bale. Moisture content of bales shall be determined through the use of a suitable moisture meter, designed for use with baled rice straw or hay, e-qu-ip-peal—ui-t.h—a—prob.e_o.-sufficient i Pnatl_ts_r_P_ach the center of the bale, and used to determine the average moisture content of five bales randomly selected from the bales to be used. (e) Bales in load-bearing walls shall have a minimum calculated dry density of 7.0 pounds per cubic foot. The calculated dry density shall be determined after reducing the actual bale weight by the weight of the moisture content. (f) where custom-made partial bales are used, they shall be of the same density, same string or wire tension, and, where possible, use the same number of ties as the standard size bales. (g) Bales of various types of straw, including wheat, rice, rye, barley, oats, and similar plants, shall be acceptable if they meet the minimum requirements of this chapter for density, shape, moisture content, and ties. 18944.40. (a) Straw -bale walls, when covered with plaster, drywall, or stucco, shall be deemed to have the equivalent fire resistive rating as wood -frame construction with the same wall -finishing system. (b) Minimum bale wall thickness shall be 13 inches. (c) Buildings with load-bearing bale walls shall not exceed one story in height without substantiating calculations and design by a civil engineer or architect licensed by the state, and the bale portion of the load-bearing walls shall not exceed a height -to - width ratio of 5.6:1 (for example, the maximum height for a wall that is 23 inches thick would be 10 feet 8 inches). (d) The ratio of unsupported wall length to thickness, for load- bearing walls, shall not exceed 15.7:1 (for example, for a wall that is 23 inches thick, the maximum unsupported length allowed is 30 feet). (e) The allowable vertical load (live and dead load) on top of load- bearing bale walls plastered with cement or lime cement plaster on both sides shall not exceed 800 pounds per linear foot, and the resultant load shall act at the center of the wall. Straw -bale structures shall be designed to withstand all vertical and horizontal loads, and the resulting overturning and base shear, as specified in the latest edition of the California Building Standards Code. Straw -bale walls plastered with cement or lime cement plaster on both sides shall be capable of resisting in - plane lateral forces from wind or earthquake of 360 pounds per linear foot. (f) Foundations shall be designed in accordance with the California Building Standards Code to accommodate the load created by the bale wall plus superimposed live and dead loads. Supports for bale..walls shall extend to an elevation of at least six inches above adjacent ground at all points, and at least one inch above floor surfaces. (g) (1) Bale walls shall be anchored to supports to resist lateral forces, as approved by the civil engineer or architect. This may be accomplished with one-half inch reinforcing bars embedded in the foundation and penetrating the bales by at least 12 inches, located along the center line of the bale wall, spaced not more than two feet apart. Other methods as determined by the engineer or architect may,also be used. (2) Non -bale walls abutting bale walls shall be attached by means of one or more of the following methods or by means of an acceptable equivalent: (A.)—Mood n dowels of 5/8 inch minimum diameter and of sufficient length to provide 12 inches of penetration into the bale, driven through holes bored in the abutting wall stud, and spaced to provide one dowel connection per bale. (B) Pointed wooden stakes, a minimum of 12 inches in length and 1% inches by 31A inches at the exposed end, fully driven into each course of bales, as anchorage points. (C) Bolted or threaded rod connection of the abutting wall, through the bale wall, to a steel nut and steel or plywood plate washer, a minimum of 6 inches square and a minimum thickness of 3/16 of an inch for steel and 1/2 inch for plywood, in a minimum of three locations. (3) (A) Bale walls and roof bearing assemblies shall be anchored to the foundation where necessary, as determined by the civil engineer or architect, by means of methods that are.adequate to resist uplift forces resulting from the design wind load. There shall be a minimum of two points of anchorage per wall, spaced not more than 6 feet apart, with one located within 36 inches of each end of each wall. (B) With load-bearing bale walls, the dead load of the roof and ceiling systems will produce vertical compression of the walls. Regardless of the anchoring system used to attach the roof bearing assembly to the -foundation, prior to installation of wall finish materials, the t' nuts, straps, or cables shall be retightened to compensate for this compression. - (h) (1) A moisture barrier shall be used between the top of the foundation and the bottom of the bale wall to prevent moisture from migrating through the foundation so as to come into contact with the bottom course of bales. This barrier shall consist of one.of the following: (A) Cementitious waterproof coating. (B) Type 30 asphalt felt over an asphalt emulsion. (C) Sheet metal flashing, sealed at joints. (D) Another building moisture barrier, as approved by the building official. (2) All penetrations through the moisture barrier, as well as all joints in the barrier, shall be sealed with asphalt, caulking, or an approved sealant. (3) There shall also be a drainage plane between the straw and the top of the foundation, such as a one inch layer of pea gravel. (i) (1) For non -load-bearing walls, bales may be laid either flat or on edge. Bales in load-bearing bale walls shall be laid flat and be stacked in a running bond, where possible, with each bale overlapping the two bales beneath it. overlaps shall be a minimum of 12 inches. Gaps between the ends of bales which are less than 6 inches in width may be filled by an untied flake inserted snugly into the gap. (2) Bale wall assemblies shall be held securely together by rebar pins driven through bale centers as described in this chapter, or equivalent. methods as approved by the civil engineer or architect. (3) The first course of bales shall be laid by impaling the bales on the rebar verticals and threaded rods, if any, extending from the foundation. When the fourth course has been laid, vertical #4 rebar pins, or an acceptable .equivalent long enough to extend through all four courses, shall be driven down through the bales, two in each bale, located so that they do not pass through the space between the ends of any.two bales. The layout of these rebar pins shall approximate the layout of the rebar pins extending from the foundation. As each subsequent course is laid, two. pins, long enough to extend through that course and the three courses immediately below it, shall be driven down through each bale. This pinning method shall be continued to the top of the wall. In walls seven or eight courses high, pinning at the fifth course may be eliminated. (4) Alternative pinning method to the method described in paragraph (3): when the third course has been laid, vertical #4 rebar pins, or an acceptable equivalent, long enough to extend through all three courses, shall be driven down through the bales, two in each bale, located so that they do not pass through the space between the ends of any two bales. The layout of these rebar pins shall approximate the layout of the rebar pins extending from the foundation. As each subsequent course is laid, two pins, long enough to extend through that course and the two courses immediately below it, shall be driven down through each bale. This pinning method shall be continued to the top of the wall. (5) Only full-length bales shall be used at corners of load- bearing bale walls. (6) Vertical #4 rebar pins, or an acceptable alternative, shall be located within one foot of all corners or door openings. (7) Staples, made of #3 or larger rebar formed into a "U" shape, a minimum of 18 inches long with two 6 -inch legs, shall be used at all corners of every course, driven with one leg into the top of each abutting corner bale. (j) (1) All load-bearing bale walls shall have a roof bearing assembly at the top of the walls to bear the roof load and to provide the means of connecting the roof structure to the foundation. The roof bearing assembly shall be continuous along the tops of load-bearing bale walls. (2) An acceptable roof bearing assembly option shall consist of two double 2 -inch by 6 -inch, or larger, horizontal top plates, one located at the inner edge of the wall and the other at the outer edge. Connecting the two doubled top plates, and located horizontally and perpendicular to the length of the wall, shall be 2 -inch by 6 -inch cross members, spaced no more than 72 inches center to center, and as required to align with the threaded rods extending from the anchor bolts in the foundation. The double 2 -inch by 6 -inch top plates shall be face -nailed with 16d nails staggered at 16 -inch o.c., with laps and intersections face -nailed with four 16d nails. The crossmembers shall be face -nailed to the top plates with four 16d nails at each end. Corner connections shall include overlaps nailed as above or an acceptable equivalent, such as plywood gussets or metal plates. Alternatives to this roof bearing assembly option shall provide equal or greater vertical rigidity and provide horizontal rigidity equivalent to a continuous double 2 by 4 top plate. (3) The connection of roof framing members to the roof plate shall comply with the appropriate sections of the California Building Standards Code. (k) All openings in load-bearing bale walls shall be a minimum of one full bale length from any outside corner, unless exceptions are approved by an engineer or architect licensed by the state to practice. Wall or roof load present above any opening shall be carried, or transferred, to the bales below by one of the following: (1) A frame, such as a structural window or door frame. (2) A lintel, such as an angle -iron cradle, wooden beam, or wooden box beam. Lintels shall be at least twice as long as the opening is wide and extend a minimum of 24 inches beyond either side of the opening. Lintels shall be centered over openings. (3) A roof bearing assembly designed to act as a rigid beam over the opening. (1) (1) All weather -exposed bale walls shall be protected from water damage. No vapor impermeable barrier may be used on bale walls, and the civil engineer or architect may design the bale walls without any membrane barriers between straw and plaster, except as specified in this section, in order to allow natural transpiration of moisture from the bales and to secure a structural bond between plaster and straw. (2) Bale walls shall have special moisture protection provided at all horizontal surfaces exposed to the weather. This moisture protection shall be installed in a manner that will prevent water from entering the wall system. (m) (1) Interior and exterior surfaces of bale walls shall be protected from mechanical damage, flame, animals, and prolonged exposure to water. Bale walls adjacent to bath and shower enclosures shall be protected by a moisture barrier. (2) Cement stucco shall be reinforced with galvanized woven wire stucco netting or an equivalent, as approved by the building official. The reinforcement shall be secured by attachment through the wall at a maximum spacing of 24 inches horizontally and 16 inches vertically, unless substantiated otherwise by a civil engineer or architect. (3) Where bales abut other materials, the plaster or stucco shall be reinforced with galvanized expanded metal lath, or an acceptable equivalent, extending a minimum of 6 inches onto the bales. (4) Earthen and lime -based plasters may be applied directly onto bale walls without reinforcement, except where applied over materials other than straw. (n) (1) All wiring within or on bale walls shall meet all provisions of the California Electrical Code. Type "NM" or "UF" cable may be used, or wiring may be run in metallic or nonmetallic conduit systems. j (2) Electrical boxes shall be securely attached to wooden stakes driven a minimum of 12 inches into the bales, or an acceptable equivalent. (o) Water or gas pipes within bale walls shall be encased in a continuous pipe sleeve to prevent leakage within the wall. Where pipes are mounted on bale walls, they shall be isolated from the bales by a moisture barrier. (p) Bales shall be protected from rain and other moisture infiltration at all times until protected by the roof of the structure. 18944.41. Sections 18944.30, 18944.31, 18944.33, 18944.35, and 18944.40 shall become inoperative when building standards become effective after approval by the California Building Standards Commission pursuant to Chapter 4 (commencing with Section 18935) that permit the construction of structures that use baled straw as a load-bearing or non -load-bearing material and that are safe to the public. # .s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5 8-754 o• (Rev. 12/96) APPLIt4T—%N AND PERMIT ASSESSOR PARCEL NUMBER 033-120-04.3 ZONING SH BUILDING PERMIT OWNER PREQi DE;G AS l TOM & JEANT TELEPHONE O- q59 SO. FT. OCC. BUILDING VALUATION 752 R 95,568 00 . OWNERS MAILING ADDRESS 309 P07WELL RD.MROVILLE, CA 95966 13-18 C 17.199-00 CONTRACTOR'S NAME n n ...�5 TELEPHONE 1589-2574 1923 'R 849, 00 CONTRACTORS MAILING ADDRESS 329 c 16� 9264 -on CONSTRUCTION LENDER Fireplace 9 Qn oxo LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fllin Fee $ 20.00 Permit Fee $835 50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 562 08 BUILDING ADDRESS __ Energy Plan Checking Fee $ PoW ELL PERMIT FEE $ 1,91 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 3J Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 91 7.00 3.00 Solar or heat pump water heater 2 3.0 0 Water piping 15.0015.00 Each gas water heater or vent 1 15.001 TYPE OF WORK New X3 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1LMJ SINGLE FAMILY MR) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 oo Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DW IG OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.5QFT: 140.45 =R.,. T MULTI.OUTLETU. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES zo p 1.00 BAL @ .50 Ex. Occup. OFlUXT ErAPP AEs o.DREll 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE i WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: compensation, as provided for by section 3700 of the Labor Code, for the r❑ I have and will maintain a certificate of consent to self -insure for workers' performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shallR3 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3,700 of the Labor Code, I shall forthw• om with those provis' X �ate aY/D� S gnature of Applicant - ner ❑ Contractor nt An OSHA permit is required for excav over 5'0" dee a liti nstruction of structures over 3 stories in height. ReceiptNo.353793 >564.20 WHITE-D.D.S.-B.D. CANARY -ASSESS NK-INSPECTO G L R D -APPLICANT " MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 6 50 Ventilation 4-501 PERMIT FEE $ 69-9 Mobile Home Installation Fee $ Energy Inspection Fee 1$46,00 occ CONST. TYPE T TAL FEE $ 1882.5 HAZ.D. FEES IMP FLOOD CDF pARC0. Po HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic e o for County/Code fees have been paid. ��� 0 3 By Date PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541a ( PER IT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDINSG VALUATION � ' W V . OWNER'S MAILING ADDRESS7f5 CONTRACTOR'S NAME TELEPHONE /j v CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 44; ARCHITECT OR ENGINEER LICENSE NO. Filing Fee -� e. ".� 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee BUILDINGADDRESS Energy Plan Checking Fee $ o��- 00 $ PERMIT FEE $ • , IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT _ F,i g Fee 20.00 Each Trap 7.00 3 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 J.07 Water piping 15.00 16.0D Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets—.4 15.00 5. Building sewer L15.00 60 Mobile Home I S I G W @20.00 PERMIT FEE $ 0 ELECTRICAL PERMIT I Filing Feel 20.00 Main Service aiesn-°D R 23.00 ,3. DD LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ .l, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 cert*that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zoOA TO LaooA 46.00 NEW CONST. DWELLING OCCUP. s0' OR ADONS. ( x rN .R.,. MULTI.OtlTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. zo I.00 Ex. OCCu CUTLET OR FIXTUREs BAL Ex. Occu . oU DErs��lo.°eA 5.00 Temporary Service . 23.00 y" Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 19 . MECHANICAL PERMIT Filing Fee 20.00 Heating Cooliri Hood 6.50 Ventilation PERMIT FEE $ 60 Mobile Home Installation Fee $ Energy Inspection Fee $ cc co T TOTAL FEE $ HAZ. D. FEES IMP FL000 cDF AR EL PD suE This permit is hereby Issued u der of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON i the applicable provisions Resolutions to do work been paid. Date mnMl ReceiptN0. r AKIADv_AeneecnD DIAII[-INSGGCTnR T;OI DFNROD.APPLICANT "4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT = � Lai v0 I lU001VEIIONS NAME(oI`_`g qE r� � DAACEI uAD 'USEOFISSTRUCTURE SF Duplex O Mobilehome O Other svEctFy TYPE OF WORK NeV Addition O Ft em el ❑ Utilities O Installation O Other O I Describe Work: I AMS RECEMb OUlwlnull"'ERMIT C. BUILDING BUILDING VALUATION a 1% r 5 CJ $ Fae E r� 3 -0 PERMIT FEE I E I 3 3 S Filing Fee Each Trap 9 07:R ,, A- Solar or heat pump water heater 1 TELo..°"E v SO FT. OI ! vlw'� �w ERS MA,UNO ADOAIE I F-=--�-- Gas piping system t - 5 outlets I CONT �I,Ci S, NAuE � I TFti➢�ONE Building sewer 15.00, C lfiAZTCUft MAAjNO ADOAESS C7 's "'Uc TION LF'NOEAI F I (020.00: —Z P I I!;. 1Z. P M Av O ,Z'.oER S .w-Nc ADOnEss Fireplace Total Valuation AaC—rrGI I LINSE NO ECi Oa ENNEER CE Filing Fee I 23.00�; Main Service ( 200A TO I0WA ) AdC,nTECT OR ENG&EERS . -IJNG AOCAESS _ Permit Fee Plan Checking F NEW CONS ( euLnovrLET ) NON•AESIO =1_T.1 CpCUnS BI RJ�I f /S0) n ' 0„t/v�c Yid �• /1 Dl Gf+ S-CI�O�✓ _ �5.� a Energy Plan Ch Lai v0 I lU001VEIIONS NAME(oI`_`g qE r� � DAACEI uAD 'USEOFISSTRUCTURE SF Duplex O Mobilehome O Other svEctFy TYPE OF WORK NeV Addition O Ft em el ❑ Utilities O Installation O Other O I Describe Work: I AMS RECEMb OUlwlnull"'ERMIT C. BUILDING BUILDING VALUATION a 1% r 5 CJ $ Fae E r� 3 -0 PERMIT FEE I E /--_- PLUMBING PERMIT I' Filing Fee Each Trap 9 7.00: Solar or heat pump water heater 1 23.001 Water piping ( I t5.00i/J•Ov Each gas water heater or vent I 1 5.00`x' .o p Gas piping system t - 5 outlets I 15.00! 15-_o O Building sewer 15.00, Mobile Home ! S I G W� I (020.00: PERMIT FEE 1 $ p O ELECTRICAL PERMIT I Filing Fee 2J OOOY I Main Service ( = OR oALES"sS ) I 23.00�; Main Service ( 200A TO I0WA ) _ I 46.001 NEW CONST.OWEU.HO OCCUD. 1 OR ADONS. ( a ACC. RDS ) I SO I 3.5C ' NEW CONS ( euLnovrLET ) NON•AESIO =1_T.1 CpCUnS �n 7.50.{^�']y ,(,) a sOZAP'P I � { Ex. Occup. ( Oururr oa mrruriEs-- BAL .•� .YO Ex. Occup. (ovTiEFDrs o °REA) i i 5.00! - Temporary ServiceI 23.00 hlcbile Home Facilities 20.00' Misc. Wiring ! 23.00"' i G 108 PERMIT FEE t g, lQ MECHANICAL PERMIT 1 Fling Fee 1 20 C Heating Cooling Hood 6.50 Ventilation { PERMIT FEE S S c0 5� Mobile Home Installation Fee S Energy Inspection Fee ` -r Dz TO AL FEE $ 5 KA: 1 0. FEES I P_Wb COr V- ��, .0. ss - This permit is hereby issuedtunder the applicable prowslcr.S of the Butte County Code and/or Resolutions to do .0+c(" Indicated above for which fees have been paid. By Receipt No. J PERMIT EXPIRES ON wHITE•O.O.S.•®.O. CANARY -ASSESSOR PINK -INSPECTOR OOLOENROO•APPLICANf Date —== S -< • f .° , r . F ., � ' r - � - • f .° , fCOUNTY OF BUTTE ' DEPARTMENT OF DEVCLOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965—TELEPHONE (530) 53$754• SCHEDULE OF FEES DUE OWNER PROPOSED BUILDIN SE '2 -/ /V 3 DATE v> R EIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ............................... $„`; :�=�--:. _ / �- $ TI b 0- /Additional Fees Due ................ �................. --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................. :..'.. 2. SCHOOL DISTRICT FEES �� C-�'Ytp y't (0 �d (paid at District Office) "Z 3. SHERIFF FEES (paid at Building Division) Residential ..................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x =$ - # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid-at-Buildin`g Division)------' 3 f 3 Z23 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. ' APP ICANT A E Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4,`5, 6, 7, 8, . , and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) ;t5 COUNTY OF BUTTE -DEPART T€NT G�DEVELOPMENT SERVICES -BUILDING DJ` ISION 7 County Center Drive, Oroville, A' 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:-V/jl c ASSESSOR PARCEL NUMBER —3-� � ^ 7/ 3 Propoted Building Use: /`/—�it-•�y r Counter Technician: ` Date: 67 Items•required4a order to apply for a permit. All boxes MUST be checked Olf marked NA in order to apply. C -;e,1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ja�2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped. -and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ..................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled. out. by the owner....;. ................. * ............... ❑ 12. Hazardous Material Form .........................................:'...:. °` ' '•' ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ........... f,-::- ........................ 15. Statement of Intent for Non -heated and A/C Buildings ................. . .. .... � 16. Sanitation and plot plan approval from the Environmental Health a im /(/tC EZ_ (ZI•T: 17. City of Chico Plumbing permit ...................... ... ..........�..n .. 18. California Department of Forestry plan approval . paid. Sent by`�' ............... ❑ 19. Planning approval for (A) Use: �(B)Parktrng:� (C) arc l Check: 10 20. Contact Land Development about ❑ Improvements, E'Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). + ❑ 22. Pre-Inspection1or required ................ ❑ 23. Contractor's,license information..(Number,.Name Style,.Classification):,...; .......,,.....,.... ❑ 24. Worker's Compensation'Carrier and. Policy Number.'... ....... } ❑ 25. Owner -Build er.Verlficatiori (❑ Given to owner' .❑ Mailed,to owner)..,;.! ..............: 2 Letter of Signature authorization..................:................................ ............ ........ s K... 7. Recorded copy•of Agricultural Acknowledgment Statement.................... :.... ............. ❑ 28. Manufactured home utility clearance:..,...•........................................................... ❑ 29. Existing violations and/or expired permits........... .1.. :� ................ ..................... e , ❑ Grant De ❑ M. . Title/Sta ��ent of Facts, Q Letter from Legal Owner, ❑ Check to H.C.D. $ .Other: 3 en issued Telephone and hold for pickup. P 7 L VA(E COPi' pcM0S OP40 S , Cd1696 y 70 1 -PA )*� A Ir 0 . nave been informed of the above items and requirements for obtaining a building permit. 1. Index permit application for the above items numbered Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, O mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data'by ❑ phone, ,D -'mail, ❑ coun gr, b Date: Plans reviewed by: Date: Plans approved by: Date: 4 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division .ti EwHo USE ONLY Rat Plan ArtacMd-1,, narpunAMchad SCM to a. 0. (A TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A%-, at� � ft a 30 Owner Plan Approved for: Sewage Disposar---, Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Location AP# Water SupRly.-,,, Public Private Well Environmental Health Specialist 8/96 ................... ........ Date PRE -INSPECTION REPORT OWNER: ' l°%.eytHa&,S (- LOCATION: 307 Aaw'91 pa - CONTRACTOR:. cu,�eC2/'S PRE-INSPETION DATE TO INSPECTOR: PERMIT HLSTORY:( ) NONE WAS DATE: Cod #• A.P. •'`1.3 ZONING: .5 U U BUILDING,iRYSPBCTOR'S REPORT Building Description: . Co ntnercial/Usage: ResidendaUil of Units: Currently Occupied AbandonedNacant Electric: ' Yes No Electric currently On Off Condition of Electric Gas: Natural Propane None -Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Comments: alilf zZA%�� ��� Az ell" ems cw ACTION RECOMMENDED: LSSUEs HOLD FOR �. P - A AN / -P--r772'it ;'7'/�'GCL' �� �iB�- Inspector. VA;0Date Sketch buildings on reverse and indicate location on pfoper- 'L COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville,ia 95965 - Telephone (916) 538-7541 PE ASSESSOR SSESS MIT N (RRP APPLICATIONANDPERMIT SSESSORPARCELNUMBER 073-120-043 ZONING U/SH BUILDING PERMIT OWNER TELEPHONE TOM & JEAN PRENDERGAST SO• FT• OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2103 SHOREVIEW AVE SAN MATEO 94401 2' CONTRACTOR'S NAME ' OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NONE LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER NONE ARCNRECT OR ENGINEERS MAIUII ADDRESS BUILDING ADDRESS LOT NO. J I SUBDNISION'SHAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NO. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisionsof Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. reason Business and Professions Code for this WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by 'section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit comply with those provisions. X _ Date .D'— Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. ReceiptNo.7771 Q1 WHITE-D.D.S. B.D. CANARY ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Fireplace Total Valuation $ Filing Fee $ 20.00 Permit Fee $ Plan Checkin Fee $ -369.00 Energy Plan Checking Fee $ $ PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat Pume water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas Piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE 1 $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service e00v OR LESS . ' OR LESS 23.00 Main Service ( TOGA TO 1000A .50 Ex. Occup, OUTLET OR F"23.00 R 1.00 FIXED Q .SO Ex. Occup. OUTLETS AES5.00 Tem orar Service3.00 Mobile Home Facilities0.00 Misc. Wiring PERMIT FEE $ 101.65 MECHANICAL PERMIT Filing Fee 20.00 Heatmq Hood 6.50 PERMIT FEE 1 $ !Energy bile Home Installation Fee $ Inspection Fee $ oo=CONST.TOTAL FEE $ 801.50 HAZ• D. FEES IMP Z FLOOD I COFA.Am ..n IWv 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. By Date PERMIT EXPIRES ON �� �� 073-120-043 P RMIT# 7-/e7 4 DEENDERGAST, Maurice AV- 7 309 Powell Ridge Rd., Orovil Ele For Well & Lot Development 073-120-043 PERMIT#97-1217 PRENDERGAST, Tom & Jean 309 Powell-Ridgc- Rd., Oroville New Pri Det GarageruqG 7�'5/fF 073-120-043 ' 02-1454 PRENDERGAST, TOM & JEAN 309 POWELL RD., OROVILLE CONT: BETTER BUILDERS NEW SINGLE FAMILY (3 BR) School District A.P. Number Property.Owner Property Location/Ac Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (Otte form Oer Building) Building Department No. Jurisdiction: City County Lot No. Residential Development ................. s Sq. Footage O No o Living Mobile Home Addition/ •Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection%: Commercial/Industrial �t � Sq. Footage _._ New -qd �' _- mss._ - - (including Exterior Roofed Areas) 9-0 Building Department Representative Date (t loor Plans reviewed by School District District Identification No. -5t43 0YOJ. k4 S \-erv, School District certifies that (Applicant) . (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing tn"1$ square feet. School District Representative o k —O 1— to by payment of $ AB 2926 $ FULL MITIGATION $ Paid by Check tr ( Remarks: 42:n3 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is A notified by the applicable Local Planning Agency that this project is being reviewed under the Califomia.Environmental Quality Act•(CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm COPY of Document Recorded 04 -Feb -2003 2003-0007428 Has not been compared with r original `. `•v ' ' `" "11 When recorded return to: BUTTE COUNTY RECORDER County of Butte !.'' �T ► , ' .. ... ` . . 'Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Space above for Recorder's Use Owner Name: Maurice Thomas Prendergast, Ill and Jean M. Prendergast Building Permit No: 02-1454 ..DEED RESTRICTION AND �. s.. NOTICE OF LIMITED USE FACILITY I. WHEREAS,. on this 3rd "day of February, 2003, Maurice .Thomas Prendergast, Ill and Jean M. Prendergast, hereinafter referred to as owner(s),.are the record owners of the following real property: + (Address) 309 Powell Ridge Road, Oroville, CA 95966,i JAPN) 073-120-043-000 and as further set forth .in Exhibit "A" attached hereto 'and hereby incorporated .by reference, hereinafter referred to as "the subject property"; and , II. WHEREAS, the Building Division of the -Butte County ' Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the�subject property described above; and . M WHEREAS, Building Permit No.02-1454 was applied for on June 6, 2002 by the owner in accordance with -the provisions of the Butte County Code 'and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 02-1454 has been reviewed and approved for only the limited purposes set forth below;'and - VI. WHEREAS, itis intended that this Deed Restriction and Notice of. Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and ' '�� DATE: f , 20 02 Owner Signature: JFaN /T pgeAJaEt- 6 g6 i 2)1 int or Type Name of Above 0 NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA COUNTY OF BUTTE D;2-D.I Dl SS. 7PA,41 /'7 /�.e��v ���i�sT , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hapd- and official seal. ignature STATE OF CALIFORNIA COUNTY OF BUTTE On Public, personally appeared RICHARD FEUMTEiNt I! COMM. #1299529 NOTARY PUBLIC • CALIFORNIA ° x y BUTTE COUMY L FOFl My Comm. Expires April 13, 2005 (Seal) SS. before me, , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. H STATE OF CALIFORNIA COUNTY OF BUTTE SS. Christoffer, Director lent Development Services On RC1^�^~� yi L°°� before me, a...� L Q�'x� , Notary Public, personally appeared Y�o..aQ CS�Ii��ek personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(. whose nameK is/ate subscribed to the within instrument and acknowledged to me that fie/she/tD< executed the same in hlg/her/th�rr authorized capacity(ies), and that by bl.s/her/thbdsignature(s) on the instrument the person(A), or the entity upon behalf of which the person() acted, executed the instrument. WITNESS my hand and official seal. Signature THOMM L. BLDCT Commission # 1371740 Notary Public - California = Butte County My comm. ExpiresAug25,2006 (Seal) r ":1. EXHIBIT A PARCEL 1: 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 June 22, 1982, in Book 88 of Maps, at page 76. PARCEL 2: A non-exclusive easement for road and public utility purposes over Powell Ridge Road as shown on that certain parcel map, recorded in the office of the Recorder of the County of Butte, State of California, on December 2, 1980, in Book 79 of Maps, at pages 97,98, and 99. END OF DOCUMENT R n O`VNER—BUILDER VERIFICATION Aaention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signsum Please complete and return this information at your earliest opportunity to avoid twneeestaty delay in processing and issuing your building permit. No building permit will_ be issued until this verification is received. personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO X I HAVE 9 HAVE NOT ❑ signed an application for a building permit for the proposed WO& 3. I have contracted with the following person (firm) to provide the proposed eonsWmdon: /-�YAME: DRESS: CITY: PHOS CONTRACTOR'S LICENSE 4. I plan to prove ortions of this work, but I have hire a following person to coordinate, supervise, and provi a major work: N -MME: ADDRESS: CITY: PH0NE: ONTRACTO LICENSE NO. 5. I will provide some of e work but I have contracted,Ohire a following persons to provide the work indicate NAME ADDRESS PHONE • E OF WORK SIGNED: PROPERTYOWNER: SOCI. ECURITY NUMBER: n DATE:d`- NOTE: This Owner -Builder Verification is required by Section 19831 and 19831 o AW California Health and Safety Code. This ver fcation must be eompleW vrd returned to our office before we are permitted to issue the permit . OVER I OWNER BUILDER INFORMATION Dear Properri Ow::e" An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits aro not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is S300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including*state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if You wish, the G.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1030 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. irely, el C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19810 of the California Xeatilt and Safiay Code. OVER f January 6, 2003 County of Butte -'FINAL REVIEW Jurisdiction Appl. No.: 02-1454 LP2A Job No. 202015-020. Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA.95965-3397 Re: Plan Review: Prendergast SFD Address: 309 Powell Ridge r Dear Mr. Vieira: Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: - . ` 1. Plans: Three (3) revised copies plan sheets CS, A0.1 through A5.3, EM 1.0, EM2 dated October 25, 2002, by Arkin -Tilt Architecture. 2. Structural Calculations: Three (3) copies of revised calculations dated 10-30-02 by Toft, De Nevers and Lee.' Three (3)'copies of supplemental calculations dated 10-30-02. Two (2) copies of response to structural comments with supplemental calculations dated 12-13-02. r ! .. 3. Title 24 Energy Compliance Documentation: One (1) copy dated May 15, 2002 by David A. McClain 4. Additional Information: One (1) copy Straw Bale Wall Specifications by Butte Co. Two (2) copies of ICBO Report ER -5119 for ICF walls. I Note:'Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed only for their conformance to the 1998 California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC, UMC; and UPC and 1996 NEC), Butte County's Straw Bale Wall Specifications, and Sections 18944,30 through 18944:41 of the California Health & Safety Code. We have no further comments. However,' ' please note the following: 1. The project's design engineer (Mr. Kevin Donahue). indicated in a telephone conversation on 1-6-03 that the.straw bales are not required to brace the 1 -joist posts in, their minor axes. The 2" PISE is capable of providing this restraint. ; Enclosed, please find .the above -noted documents bearing LP2A approval stamps on the appropriate sheets. Please do not hesitate to contact us with any questions. Sincerely, LIN6ARI� S N POWERS ASSOCIATES i m (Bill) odgers, SE Mike Bayless Structural Engi eer Plans Examiner WTR Enclosures IILP2A_SERVER11P/an_ReviewlButte County 0151Butte County 20021202015-020-PCF.doc LINHART PETERSEN POWERS ASSOCIATES LP2A Bin No. ss' 7610. Auburn Boulevard Citrus Heights, CA 95610 _ (916) 725-4200 FAX (916) 725-8242 Toll Free (877) 235-0653 01/09/2003 09:49 9167258242 LP2A PAGE 02/02 INVOICE 15161 LINHART PETERSEN POWERS ASSOCIATES 5798 Stoneridge Mall Road • Suite 201 Pleasanton, CA 94588 (925) 463-9775 - FAX (925) 463-9796 TO: County of Butte DATE: January 9, 2003, Dept. of Development Services Michael Vieira 7 County Center Drive Oroville,CA 95965-3397 JOS NO: 202015.020 P,O. NO: APPLICATION NO: 02-1454 PROJECT: Prendergast SFD . ADDRESS: 309 Powell Ridge CONTRACT TERMS; Time & Material The fee for the plan review of the above referenced project is as follows: 5.5 hours at $75.00 per hour Invoice for additional hours to complete plan review. TOTAL FEE:' $412:50 Please Indicate LP2A Job Number on Remittance A Celilomia Corpora ion - Federal Tax ID 943170545 Thank You! V"— ,�f t4.: TO: . INVOICE 13.500 LINHART PETERSEN POWERS ASSOCIATES .. " 5798 Stoneridge Mall Road •Suite 201 .- ' Pleasanton, CA "94588 (925) 463-9775 • FAX (925) 463-9796 ' County` of Butte DATE=ust. Aug28, 2002 Michael Vieira 7 Counay-:- Center Drive Oroville CAS 965367 JOB No: ' 202015 020 { , AppucATION'NO:' R-06 urs at $75 00 per hour y For Plan `Reviewhcomp16t6el prior to 6%30/02 r r � f ((� (� " � t: • � � �••'<v�r'r?.i4 y�FF,F�C ,'t .a F•?�:''�* o4 Y` . Please Indlci&e !A Job Number ori Rem/ttance' _ A Celifomia Corporation ? Federal Tax ID 94-3170545 Thank You! b � 1' ARKIN TILT ARCHITECTS Elil December 17, 2002 coogca Mr. William T. (Bill) Rodgers, SE Mr. Michael Vieira P l a n n i n g Linhart Petersen Powers Associates County of Butte 7610 Auburn Boulevard 7 County Center Drive & Design Citrus Heights, CA 95610 Oroville, CA 95965-3397 RE: Prendergast Residence — Butte Permit No. 02-1454, LP2A No. 202015-020 309 Powell Ridge Road, Oroville — A.P.N. 73-12-43, Response to 2' Review 062 Dear Bill and Michael: Stannage Avenue Thank you for forwarding your plan check comments. Enclosed please find two (2) revised sets of plans. The plans and calculations have been reworked to incorporate the list of comments, and revisions have been clouded. The following correction list correlates directly with the Plan Check Comments prepared by LP2A Consulting Engineers, dated 11.12.02, and forwarded by Butte County, dated 12.05.02: Albany California 94706 Plumbing, Mechanical and Electrical: A6. The liquid propane gas-fired 'instantaneous' back-up water heater is mounted to the exterior wall. The water heater is now correctly identified on the plans. Pre- heated water is stored in the solar storage tank located inside the crawl space. This storage tank has no heating capability. We have also indicated a 3" drain, telephone in case a gas-fired appliance is ever installed in the crawl space in the future. 510.528.9830 Our apologies for mislabeling the water heaters in the previous resubmittal. Structural: S3. The following modifications have been made: 1. The Specifications, sheet A5.3, Division 6B, C) 5) a), have been revised to facsimile indicate use of 2 -string bales, laid flat (as approved by Michael Vieira in 510.528.0206 our conversation on 8.8.02). Per your note in the Second Review letter; no further action is necessary. 3. A reference to detail 7/A5.2 is now indicated on sheet A1.1. This detail shows the fastening of bales above wood framed portions of the floor. S3, #10. through S10.: Attached please find Response to Second Structural Plan Review e-mail and Additional Structural Calculations prepared by the pro .ect structural info@arkintilt.com engineer. Details and/ or references have been amended in a Drawings. Also,' please note that some non-structural firh and detail changes have been made since the first submittal. These are noted a 2 on the Drawings. Please contact me at my office if you have any questions or concerns regarding this resubmittal. Thank you. Sincerely, David Arkin, AIA c: Tom and Jean Prendergast Kevin Donahue and Calvin Lee, Toft, deNevers & Lee Enc.: . Two (2) sets of revised Drawings, dated 12.17.02 (one add'1 set to M. Vieira) Response to Second Structural Plan Review & Additional Structural Calculations ;Q s TOFF, DE NMRS & LEE STRUCTURAL ENGINEERS SAN FRANCISCO, CALIF. SUBJECT JOBf NO. 5758 NO. of 3 BY KED DATE 12-13-02 RESPONSE TO SECOND STRUCTURAL PLAN REVIEW AND ADDITIONAL STRUCTURAL CALCULATIONS i - i 1 . ol iii IN III M70;, �\ BUTTE COUNTY,' CALIFORNIA J TOFT, DE NEVERS & LEE Reti�^`^'iP 'fn Z`^'� RP„ -'r" CONSULTING STRUCTURAL ENGINEERS 1 1 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 S3. A. W AS S)-lovjw ON 7HE RnnF FRAM%e.1(;- PLRN Ao-jo DF -T -41L II/A5.0 THE 6x6 GIRT TAKC-S 4tL TffE Rtnr I-OAD T HF BCrgC)XL 1-11/7FL aNLY CA9PISTHE 5r -L -F- wS%CrHT pF 7"F WALL /�13nvE —))A S L.Iw-rRL . THE 7'- q- SPA I.1 0 k LINF B GnvERN5 : IDENTIF`( THE gcsgtlxL- FLANGE ; t<'gq PFC-`F665 P, (5 aF II 13cr/°IoxL Is Z$ Fb DF LVL 1-57x 3.5 FI���P Sr 3,06 HT1 W = �.5 x 50 P' 4 ') 2, = 50 1,13� �—a �a = 336 3.06 13 1 �3 hs; < Z-3onps-, f = ► S CS.-I S z I117 -T 1_F, I05)- 4Z0 > 133 04-16-t Nhils� 56. A. 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XThe plot plan you submitted to the Health Department must match the ones submitted to our department. (Building) Please submit the correct plot plan to the Health Department for approval. 2. A "Deed Restriction and Notice of Limited Use Facility" must be recorded for the proposed "Storage" below. Please provide a copy of your grant deed for the property so that we may prepare the document. You will be required to sign, notarize and record the "Deed Restriction and Notice of Limited Use Facility" prior to issuance of the building permit. ' The revised building permit fees due, including additional plan check fees, are $2368.32. I am enclosing your school district fee form. It includes the storage area, which is subject to school fees. Your mailing address is the same as the building address. If you are living on the property, permits are required. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner 1 of 1 PROJECT PROCESSING RECORD "PLICANT: ` ER: OWNr r PERMIT #: 422 ^ �� A. P. #. WORK DESCRIPTION: DATE DESCRIPTION OF STEP 69-r7�o Z _ ala y 1.6 11115 r h W40 c6 -ljl� / v EXHIBIT A PARCEL 1: 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 June 22, 1982, in Book 88 of Maps, at page 76. PARCEL 2: A non-exclusive easement for road and public utility purposes over Powell Ridge Road as shown on that certain parcel map, recorded in the office of the Recorder of the County of Butte, State of California, on December 2, 1980, in Book 79 of Maps, at pages 97,98, and 99. END OF DOCUMENT w �v • RECORDING REQUESTED BY RONALD G. COLEMAN, Esq. and WHEN RECORDED MAIL TO Mr. and Mrs. Maurice Thomas Prendergast.. 2103'Shoreview Avenue San Mateo,:: -CA. 9440'1 MAIL TAX STATEMENTS TO SAME AS ABOVE 95-29438 95-0294381 Rec Fee 9.00 1 OVE 1.00 Recorded I Check 10.00 Official Records -I County of 1 Butte I Candace J. Grubbs I Recorder I 10:13am 29-Auo-95 I PUBL XX 2 QUITCLAIM DEED APN: 073-120-043-000 The undersigned grantor(s) declare(s):. Documentary transfer tax is NONE TRANSFER TO REVOCABLE TRUST NOT PURSUANT TO A.SALE FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Maurice T. Prendergast, III and Jean M. Prendergast, husband and wife, hereby REMISE(S), RELEASE(S) and/or FOREVER QUITCLAIMS) to Maurice Thomas Prendergast, III and Jean M. Prendergast,.Trustees of the Maurice Thomas and Jean M. Prendergast F''..' Trust, dated August 11, 1995 or the successor Trustee.(s) the following described real property in the City of Oroville, County of Butte, State of California: SEE EXHIBIT "A" ATTACHED Dated: August 11, 1995 3XIAN M. PRENDERGAST STATE OF CALIFORNIA ) ss COUNTY OF SAN MATEO ) On August 11, 1995, before me, R.G. COLEMAN, a Notary Public in and for said State, personally .appeared Maurice Thomas Prendergast, III and ,lean M. Prendergast, personally known to me or proved to me on the basis of satisfactory evidence to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the•persons, or the entity upon behalf.•of.which the persons acted, executed the instrument. WITNESS my hand a icial"seal: R. G. COLEMAN Signature z ": COMM. # 1001065 z Z - Notary Public — California SANTA CLARA COUNTY My Comm. Expires AUG 18. 1997 95-29438 EXHIBIT A PARCEL 1: 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 June 22, 1982, in Book 88 of Maps, at page 76. PARCEL 2: A non-exclusive easement for road and public utility purposes over Powell Ridge Road as shown on that certain parcel map, recorded in the office of the Recorder of the County of Butte, State of California, on December 2, 1980, in Book 79 of Maps, at pages 97,98, and 99. END OF DOCUMENT r Order No. N11D VALLEY TITLE Z 7 Escrow No. 109169 kmG&bL AP# 73-12-43 WHEN RECORDED MAIL TO: MAURICE PRENDERGAST 2103 SHOREVIEW AVE. SAN MATEO, CA 94401 MAIL TAX STATEMENTS TO: SAME AS ABOVE i 89-41662 89-447662 Recorded Official Records County of Butte Candace J. Grubbs Recorder 8:00am i -Dec -89 I Rec Fee 5.00 1 DOC 37.40 1 Total 42.40 I MIDIVALLEY TITLE CO I BG 1 DOCUMENTARY TRANSFER TAX $...,�.JQ................................ ...... Computed on the consideration or value of property conveyed; OR M. Computed op the con deration or value less liens or encumbrances remaining t time Sig,p6 of eclarant or Agent determining tax — Firm Name KID VALLEY TITLE COMPANY GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CLAUDE WILLIAM MCCOLLUM, AS TRUSTEE OF THE CLAUDE WILLIAM MCCOLLUM 1989 TRUST hereby GRANT(S) to MAURICE T. PRENDERGAST, III AND JEAN M. PRENDERGAST, HUSBAND AND WIFE, AS JOINT TENANTS the real property in the X30PW UNINCORPORATED AREA OF THE County of BUTTE State of California, described as PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUIVIY OF BUTTE, SMYE OF C:ALIkURNIA, ON JUNE 22,. 1982, IN BOOK PS, V o. OF M AT PAGE 7 iv . Vl MAPS, V PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER POWELL RIDGE ROAD AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 2, 1980, IN BOOK 79 OF MAPS, AT PAGES 97, 98 AND 99. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. ,a, � NOVEMBER 15, 1989 STATEOF'CALIFORNIA Butte )ss. COUNTY OF I On November 15, 1989 before me, the undersigned, a Notary Public In and for said State, per- sonallyappeared CLAU_D_E WILLIAM MCCOLLUM ****************************** ******************************** X4Mt)0NX0C)XKK)0)[(or proved to me on the basis of satisfactory evidence) to be the person(K whose name(K isXrX subscribed to the within instrument and acknowledged to me that he/sKey ffia c executed the same. WITNESS my han n official seal. i Signature CLAUDE WILLIAM MCCOLLUM 1989 TRUST .[�-AVON, ui OFFICIAL SEAL JIANIE STEVENS aw mir Puma — (iJIL ream COUNIVOPUM cbiomm." *WE 11, 1992 (This area for official notarial seal) MAIL TAX RTATr-r%/IFNT4Z AC niOCP`TCn Anntic 1002 (6/82) NeVembeF 12, 2002 County of'Butte- REVISED SECOND REVIEW Rev. November 15, 2002 Jurisdiction-Appl. No).: 02-1454 .= LP2A Job No. 202015-020 Mr. Michael,Vieira County,of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone:;(530) 538-7541 \p`� Fax: (530) 538-2140 ,11� Re: Plan Review: Prendergast SFD Address: 309 Powell Ridge Dear Mr. -Vieira: - Linhart Petersen Powers Associates (LP2A) has completed. a revised second review of the - following documents: 1. Plans: Three (3) revised copies plan sheets CS, A0.1 through A5.3, EM 1.0, EM2 dated October 25, 2002, by Arkin-Tilt Architecture. 2. Structural Calculations: Three (3) copies of revised calculations dated 10-30-02 by Toft, be Nevers and Lee. Three (3) copies of supplemental calculations dated 10-30-02: 3. Title 24 Energy Compliance Documentation: One (1) copy dated May 15,• 2002 by David A. McClain 4. Additional Information: One (1) copy Straw Bale Wall Specifications by Butte Co. Two (2) copies of ICBO Report ER-5119 for ICF walls. Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were 'reviewed only for their conformance to the 1998• California Building, Plumbing, Mechanical, and Electrical. Codes (i.e., state amended 1997 UBC, UMC; and UPC and 1996 NEC), Butte County's Straw Bale Wall Specifications, and Sections 18944.30 through 18944.41.of the California Health & Safety Code. Our comments follow on the attached list. Please submit an itemized response letter and two .(2) sets of complete and revised-documents with all revisions clouded. Sincerely, . . LIN PEE POWERS ASSOCIATES it m i dgers,-SE . Mike Bayless Structural Engin er Plans Examiner WTR Enclosures r cc: Applicant IILP2A_SERVER11Plan_ReviewlButte County 0151Butte County 20021202015-020-PC2-Rev.d6c LINHART PETERSEN POWERS ASSOCIATES LPzA Bin No: 96 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • 'FAX (916) 725-8242 Toll Free (877) 235-0653 Prendergast SFD u 7. -� 309 Powell Ridge , 200 (Rev. November 15, 2002) Re: Occupancy Group(s): R-3 Type of Construction: V -N Stories: One Building Area (sq. ft.): 1923,. County of Butte - Second Review (Revised) LP2A Job No.: 202015-020 Page 2 A. The following plan review documents are based on the County of Butte Building Regulations. For your convenience, the following comments are referred to the 1998 California Building Code (i.e., 1997 UBC, et al, as amended by the State of California) unless otherwise noted. - B. Please respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the tequesCc 1 inforiiiaiiori. Your compiete anddear responses will expedite the re -check and hopefully, approval of this project. ;Thank you for your assistance. C. Please be sure to include on the resubmittal the architect's/engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans [all sheets of plans depicting structural designed elements] and cover sheets of specifications and calculations. UBC 106.3.2 D. - The following comments numbered per the original list require further response and/or revision. The format includes a restatement of the original comment followed by a new or clarified re -check comment in a separate bolded and italicized paragraph. MECHANICAL. PLUMBING AND ELECTRICAL COMMENTS: A6. An LPG appliance shall not be installed in an above -grade underfloor space unless such location is provided with a minimum 3 inch drain for removal of unburned gas. An LPG appliance shall not be installed in a pit or basement. A1.0 UMC Section 304.5 PC2: This is still relatively unclear as the plans state that the water heater is . "instant gas" but the response letter states that there are no gas appliances in the crawlspace. Please clarify/explain/provide drain. STRUCTURAL COMMENTS: S3. Straw Bale Walls: A. Provide detailing showing the construction of the straw bale wall assemblies. Specifically, the detailing must reflect the following information, found in the County .of Butte's straw bale wall specifications: (The Items referred to below are those found in Butte's policy). 1. Bales shall be laid flat, and be approximately 23" -wide x 15%%tall x 46% long in dimension. Item 2b. PC2, Rev.: To be considered non-bearing walls, the structure must be stable under gravity loads. assuming the bales not to exist. The - bales, however, are required to laterally stabilize'the 1 -joist "posts" in their minor, axes. Since this structure does not appear to be stable under vertical loads without the bales, the bale walls are considered a v � Prendergast SFD County of Butte - Second Review (Revised) ' 309 Powell Ridge '� , LPDA Job No.: 202015-020 November- 12� 200 (Rev. November 15, 2002) Page 3 , necessary part of the structure's load bearing system. Butte County's policy, however, does not allow straw bales to be used in thebearing wall system (See Item 2a of Butte's policy). The 2" PISE on each face of the bales may. provide the necessary minor 'axis bracing provided the mesh is attached to the posts. Please clarify, .and provide additional detailing at the-, comers and intersections showing posts serving as boundary elements at`interior -and exterior faces, to which the PISE is 'secured. 'Additional'posts, may be required in walls with long lengths (plan -left of the Master Bedroom Closet, for example) to provide restraint against out -of - plane buckling in the PISE. 3. Fastening of the bales to the wood.framed portion of the main floor'that is equivalent to that described above. PC2: Include a reference to 7/A5.ifrom Sheet A1.1. 10. Provide details showing lintels over openings in the straw bale walls. PC2: A calculation substantiating -the I -Joist in minor -axis bending was not. found in the submittal 'documents. Please forward a copy for . review. Of concern is the 7'4 span on Line B, and that 1 -joists are not listed for minor -axis bending. A copy of the Butte County specifications is attached for reference. S6. Sheet Al. 1, Floor Framing Plan: ' A. Provide section details at all bearing walls (interior and exterior) and at all shear walls below this floor plate. , PC2: Provide (or'reference) section details at the exterior wood -framed walls - 1 or -Line A (a; -?d other L.'nes shmilar). • Shmy the "iransi+iCili v+J' 3rr:.t €.�. "v�'avu framed wall and the straw bale wall. Also amend .the' reference to Detail 31A2.0 on Line 5, between Lines Band C. - S7. Sheet A1.0, Foundation Plan: t B. Complete all detailing necessary to construct the foundation.. Missing are details. for the wall near the Entry, interior isolated footings, partial -height EPS -concrete wall stems, slab details, etc.! ' Additional commentary may follow upon�review of the completed foundation plan. PC2: Amend the reference to Detail 1/A2.0 along Lines B and C. Detail 31A2.0 appears appropriate. Prendergast SFD ` , County of Butte - Second Review (Revised) 309 Powell Ridge LPzA Job No.: '202015-020 November- 42,2602 (Rev. November 15, 2002) Page 4 • ` • ' - S8. Sheet A2.0: Amend the section to show stepped footings with level bottoms. CBC , 1806.4. , P. C2: ' Comment remains outstanding. S9. Sheets A5.1 and A5.2: Complete all shear transfer detailing, showing complete load paths for in -plane shear loading. PC2: The following comments are based upon the new documents: A. Detail 21A5.1: ; is 1 - 1. Tate 2x ioc'k ontoti of the Wtop plate must a tend"from'tne top of . the 6x6 to the bottom of the roof sheathing, and the diaphragm boundary -'nailed to this block. ' 2.• Show how in -plane shear loads delivered to the interior face of PISE. A flat block laid between ~the 6x6 top plate and the.•2x4 at the top of the interior PISE would seem appropriate. B. Details 4 *and 7, Sheet A5.1: In -plane shear in these two walls must be shared equally between the inside and outside faces 'of PISE to satisfy deformation compatibility requirements. of CBC 1633.2.4. The outside face ' cannot be loaded at 53 p/f while the insider face,is loaded at 71- p/f. Amend these two details to show shear_ transfer -between the inside and outside faces of PISE. S10. Submit complete lateral calculations. Analyze the roof and , floor diaphragms, show the vertical, and horizontal distribution of shear at the two framing levels, chord / collector analyses, overturning analyses; etc. CBC 16, Divisions III and IV. PC2: ,,The following -comments are based -upon the new documents: A. Calculations 6; 10 and -.13: Amend the analyses of the shear walls on the left and right of the Living/Dining Room per the discussion in Comment S9B, above. r - If -you have any questions regarding the above comments, please contact Bill Rodgers,- S& . (Structural) and/or Mike Bayless (Non-structural) at 916=725-4200 between 9:00 A.M. and 4:00 P.M.,.M-F' -[END] 11/13/2002 10:04 9167256242 LP2A PAGE 02 November 12, 2002 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Prendergast SFD Address: 309 Powell Ridge Dear Mr. Vieira: County of Butte- SECOND REVIEW Jurisdiction Appl. No.: 02-1454 LPZA Job No. 202015-020 Linhart Petersen Powers Associates (LPZA) has completed a second review of the following documents: 1. Plans: Three (3) revised copies plan sheets CS, A0.1 through A5.3, EM 1.0, EM2 dated October 25, 2002, by Arkin -Tilt Architecture. 2. Structural Calculations: Three (3) copies of revised calculations dated 10-30-02 by Toff, De Nevers and Lee. Three (3) copies of supplemental calculations dated 10-30=02. .3. Title 24 Energy Com liance Documentation: One (1) copy dated May 15, 2002 by David A. McClain 4. Additional Information: One (1) copy Straw Bale Wall Specifications by Butte Co. Two (2) copies of ICBG Report ER -5119 for ICF walls. Note: Floodplain Mitigation Measures and/or comments will 'be reviewed by Butte County. These documents were reviewed only for their conformance, to the 1998 California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC, UMC, and UPC and 1996 NEC), Butte County's Straw Bale Wall Specifications, and Sections 18944.30 through 18944.41 of the California Health & Safety Code. Our comments follow on the attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded. Sincerely, LINH WiAiam.' Structural WTR Enclosures cc: Applicant POWERS ASSOCIATES rs, SE Mike Bayless Plans. Examiner 11LP2A SERVER11Plan_ReviewlButte County 015tButte County 20021202015-020-PC2.doc LINHART PETERSEN POWERS ASSOCIATES LPA Sin No. 96 7610 Auburn Boulevard - Citrus Heights, CA 95610 (916) 725-4200 - FAX (916) 725-8242 Toll Free (877) 235-0653 ate. �4 r w���,�.�s 11/13/2002 10:04 9167258242 LP2A Prendergast SFO 309 Powell Ridge November 12, 2002 Re: Occupancy Group(s): R-3 Type of Construction: V -N Stories: One Building Area (sq. ft.): 1923 PAGE 03 County of Butte - Second Review LPA Job No.: 202015-020 Page 2 A. The following plan review documents are based on the County of Butte Building Regulations. For your convenience, the following comments are referred to the. 1998 California Building. Code (i.e., 1997 UBC, et al, at amended by -the State of California) unless otherwise noted. 13. Please respond in writing to each comment by marking ' the attached comment list or creating a response letter. Indicate which detail, specification, or calculation* shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the architect's/engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans [alt sheets of plans depicting 'structural designed elements] and cover sheets of specifications and calculations. UBC 106.3.2 D. The following comments numbered per the original list require further response and/or revision. The' format includes a restatement of the original comment followed by a new or clarified re -check comment in a separate bolded and Italicized paragraph. MECHANICAL. PLUMBING AND ELECTRICAL COMMENTS: A6: An LPG appliance shall not be installed in an above -grade underfloor space unless such location is provided with a minimum 3 inch drain for removal of unburned gas. An LPG appliance shall not be installed in a pit or basement. A1.0 UMC Section 304.5 . PC2: This is still relatively unclear as the plans state that the water heater is "instant gas" but the response letter states that there are no gas appliances in the crawlspace. Please clarify/explain/provide drain. STRUCTURAL COMMENTS: S3. Straw Bale Walls: A.. Provide detailing showing the construction of the straw bale wall assemblies. Specifically, the detailing must reflect the following information, found in the County of Butte's straw bale wall specifications: (The Items referred to below are those found in Butte's policy). Bales shall be laid flat, and be approximately 23" -wide x 15Y2" -tall x 46% long in dimension. Item 2b. PCZ: The bale specification discussed in the response letter is not found in the drawings. Please transfer this information to the plans. (Note: To be considered non-bearing walls, the structure must be stable under gravity loads assuming the bales not to exist. The bales, 11/13/2002 10:04 Prendergast SFD 309 Powell Ridge November 12, 2002 d 3. Ole � Io'V 10. \N1 9167258242 LP2A PAGE 04 County of Butte - Second Review LP2A Job No.: 202015-020 Page 3 however, are required to laterally stabilize the I joist "posts" in their minor axes, Since this structure is not stable under vertical loads without. the bales, the bales must be considered bearing. No additional action is necessary except to include a bale specification in the drawings.) Fastening of the bales to the wood framed portion of the main floor that is equivalent to that described above. PC2: Include a reference to 7/A5.2 from Sheet Al. I. Provide details showing lintels over openings in the straw bale walls. PC2: A calculation substantiating the Waist in minor -axis bending was not found In the submittal documents. Please forward a copy for review. Of concern is the 7'4 span on Line B, and that 1 -joists are not listed for minor -axis bending. A copy of the Butte County specifications is attached for reference. S6. Sheet Al. l,, Floor Framing Plan: A. Provide section details at all bearing walls (interior and exterior) and at all shear walls below this floor plate. PC2: Provide (or reference) section details at the exterior wood -framed walls on Line A (and other Lines similar). Show the transition between the wood framed wall and the straw bale wall. Also amend the reference to Datail 3/A2.0 on Line 5, between Lines B and C. S7. Sheet A1.0, Foundation Plan: B. Complete all'detailing necessary to construct the foundation. Missing are details for the wall near the Entry, interior isolated footings, partial -height EPS -concrete wall stems; slab details, etc. Additional commentary may follow upon review of the completed foundation plan. PC2: Amend the reference to Detail VA2.0 along Lines B and C. Detail 3/A2.0 appears appropriate. S8. Sheet A2.0: Amend the section to show stepped footings with level bottoms. CBC 1806.4. PC2: Comment remains outstanding. 11/13/2002 10:04 9167258242 LP2A PAGE 05 Prendergast SFD County of Butte •- Second Review 309 Powell Ridge LPA Job No.: 202015-020 November 12, 2002 Page 4 S9. Sheets A5.1 and A5.2: Complete all shear transfer detailing, showing complete load paths for in -plane shear loading. PC2: The following comments are based upon the.new documents: A. De tail 21A 5. 1., 1. The 2x block on top of the 6x6 top plate must extend from the top of the 6x6 to the bottom of the roof sheathing, and the diaphragm boundary -nailed to this block. 2. Show how /n -plane shear loads delivered to the interior face of P/SE. A flat block laid between, the 6x6 top plate and the 2x4 at the top of the Interior PISS would seem appropriate. B. Details 4 and 7, Sheet A5.1: In -plane shear in these. two walls must -be shared equally between the inside and outside faces of PISS to satisfy deformation compatibility requirements of CBC 1633.2.4. - The outside face cannot be loaded at 53 plf while the inside face is loaded at 71 plf. Amend these two details to show shear transfer between the inside and outside faces of PISS. S10. Submit complete lateral calculations. Analyze the roof and floor diaphragms, show the vertical and horizontal distribution of shear at the two framing levels, chord / collector analyses, overturning analyses, etc. CBC 16, Divisions III and IV. PC2: The following comments are based upon the new documents: A. Calculations 6, 10 and 13: Amend the analyses of the shearwalls on the lett and right of the Living/Dining Room per the discussion in Comment S9B, above. If you have any questions regarding the above comments, please contact Bill Rodgers, SE (Structural) and/or Mike Bayless (Non-structural) at 916-725-4200 between 9:00 A.M. and 4.00 P.M., M -F. [END] .November 12, 2002 County of Butte- SECOND REVIEW Jurisdiction Appl. •No.: 02-1454. ' LP2A Job No. 202015-020„ Mr. Michael Vieira County of Butte' 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Prendergast SFD Address: 309 Powell Ridge Dear Mr. Vieira: Linhart Petersen Powers Associates (LP2A) has completed a'.second review of the following documents: 1. Plans: Three (3) revised copies plan sheets CS, A0.1 •through,A5.3, EM 1.0, EM2 dated October 25, 2002, by Arkin-Tilt Architecture. . 2. Structural Calculations: Three (3) copies of revised calculations dated 10-30-02' by Toft, De Nevers and Lee. Three (3) copies'of supplemental calculations dated 10-30-02. , ..3. Title 24 Energy Compliance Documentation: One (1) copy dated May 15, 2002 by David A. McClain. 4. Additional Information: One (1) copy Straw Bale Wall Specifications by Butte Co. Two (2) copies of ICBO Report ER-5119 for ICF walls. Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County.- These documents were reviewed only for their conformance. to the 1998 California Building, Plumbing' Mechanical, and Electrical .Codes (i.e.,, state amended 1997 UBC, UMC, and UPC and 1.996 NEC),Butte County's Straw Bale Wall Specifications, and Sections 18944.30 through _ 18944.41 of the California Health,& Safety Code. Our comments follow on the attached list. -Please submit an itemized 'response letter and two (2) sets of complete* and. revised documents ' with all revisions clouded. Sincerely, LIN 111P R N POWERS ASSOCIATES Wi iam (Bill) odgers, SE Mike Bayless Structural Engi eer Plans. Examiner WTR 1 Enclosures cc: Applicant J 11LP2A_SERVER11Plan ReviewlButte-County 0151Butte County 20021202015-020-PC2.doc LINHART PETERSEN POWERS ASSOCIATES LP2A Bin No;. ss 1 7610 Auburn Boulevard • Citrus Heightsi CA 95610. (916) 725-4200 FAX (916)'725-8242 Toll Free (877) 235-0653 /��� •Prendergast SFD 309 Powell Ridge • . November 12, 2002 { Re: Occupancy Group(s): R-3 Type of Construction: V -N . ' Stories: One Building Area (sq. ft.): 1923 A. The following ' plan review, documents are based on the County of Butte Building Regulations. For your. convenience, the following comments are referred to the. 1998 California Building, Code (i,.e:, 1997 -UBC, et al, as amended by the State of California) unless otherwise noted. B. Please respond in writing to each comment by marking the attached comment list or creating 'a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. C. - Please be sure to include on the resubmittal the architect's/engineer's "wet" stamp; signature, registration number and expiration date on all sheets of plans, [all sheets of County of Butte - Second Review LPA Job No.: 202015-020 Page 2 - plans depicting structural designed elements] , and cover sheets of specifications and calculations. UBC 106.3.2 D. The following comments numbered per the. original list require further response and/or. revision. The format includes a restatement f the original comment followed by a new or, J clarified re -check comment in a separate bolded and italicized paragraph., MECHANICAL. PLUMBING AND ELECTRICAL COMMENTS: A6. An LPG appliance shall not be installed in an above -grade underfloor space unless such location is provided with a minimum 3 inch'drain for removal of unburned gas. An LPG - appliance shall not be installed in a pit or basement "A1.0 UMC Section 304.5 PC2: -This is still relatively unclear as the plans state that the, water heater is "instant gas" but the response letter states that there are no gas appliances in the - -crawlspace. Please clarify/explain/provide drain. STRUCTURAL COMMENTS: S3. Straw -Bale, Walls: A. Provide detailing showing the construction of the straw bale wall assemblies. Specifically, the detailing must reflect the following information, found in the County , of Butte's straw bale wall specifications; (The Items referred to below are those found in Butte's policy). 1. Bale's shall be laid flat, and 'be' approximately 23" -wide x 15%2"=tall x 46" - long in dimension. Item 2b. PC2: The bale specification discussed in' the response letter is not found in the drawings. Please transfer this information -to the plans. (Note: To be considered non-bearing, walls; the structure must be stable under gravity loads assuming the bales not to exist. The bales, ,Prendergast SFD County of Butte - Second Review - 309 Powell Ridge LPzA Job No.: 202015-020 November 12, 2002 Page 3 however, are required to laterally stabilize the 1 -joist "posts" in their minor axes. Since this structure .is not stable under vertical loads without the bales, -the bales must be considered bearing.- No additional action is necessary. except to include a bale specification in the drawings.) 3. Fastening of the bales to the wood framed portion of the main floor that. is equivalent to that described above. A PC2: Include a reference to 71A5.2 from Sheet A1.1. 10. Provide details showing lintels over openings in the straw bale walls. PC2: A calculation substantiating the I -Joist in minor -axis bending was not found in the submittal documents. Please forward a copy. for review. Of concern is the 7'4 span on Line B, and that 1 -joists are not listed for minor -axis bending. ` A copy of the Butte County specifications is attached for reference. S6. Sheet Al. 1, Floor Framing Plan: A. Provide section details at all bearing walls (interior and exterior) and at all shear walls below this floor `plate. PC2: Provide (or reference) section details at the exterior wood -framed walls on Line A (and other Lines similar). Show the transition between the wood,' . framed wall and the straw bale wall. Also amend the reference to Detail 31A2.0 on Line 5, between 'Lines B and C., S7. Sheet A1:0, Foundation Plan: B. Complete all'detailing necessary to construct the foundation. Missing are details for`the wall near the Entry, interior isolated footings,, partial -height EPS -concrete wall stems; slab details, etc. Additional commentary may follow upon review of the completed foundation plan. PC2: Amend the reference to Detail 11A2.0 along `Lines B and C. Detail `31A2.0 appears appropriate: S8. Sheet A2.0: Amend the section to show stepped footings with level bottoms. CBC 1806.4. PC2: Comment remains outstanding. Prendergast SFD County of Butte -Second Review. 309 Powell Ridge LPA Job No.: 202015-020 November 12, 2002 Page 4 S9. Sheets A5.1,and A5.2:- Complete all shear transfer detailing, showing complete load paths for in -plane shear loading. PC2: The following comments are based upon the.new'documents: • A. Detail 21A 5. 1: 1: The 2x block ion top of the 6x6 top plate must extend from the top of the 6x6 to the bottom of the roof sheathing, and the diaphragm boundary -nailed to this block. 2.. Show how in -plane shear loads delivered to the interior face of PISE. ` A flat block laid between the 6x6 -top plate and the 2x4 at the top of the interior PISE would seem appropr%ate. B. Details 4 and 7, Sheet A5.1: In -plane shear in A these. two walls must be r shared equally between the inside and outside faces of PISE, to satisfy deformation compatibility requirements of CBC 1633.2.4. The outside face cannot be loaded at 53 p/f while the inside. face is loaded at 71 plf. r Amend these two details to show shear ,transfer between the inside and outside faces of PISE. S10: Submit complete lateral calculations.. Analyze the roof and floor diaphragms, show the vertical and horizontal distribution of shear at the two framing levels, chord / collector ' analyses, overturning analyses, etc. CBC 16, Divisions III and IV. PC2: The following comments are based upon the new documents: A. Calculations,6, -10 and 13: Amend the analyses of the shear walls on the left and right of the Living/Dining Room per the discussion in Comment S9B, above. r If you have any :questions 'regarding the above comments, please contact Bill Rodgers, SE (Structural) and/or Mike Bayless (Non'structural) at 916-725y4200 between 9:00 A.M. and 4:00, P.M., M -F. [END] r S/�' S7 � . °2O6 a3 ARKIN TILT ARCHITECTS Eco log i c a l October 30, 2002 P l a n n i n g Mr. Michael Vieira Mr. William T. (Bill) Rodgers, SE County of Butte Linhart Petersen Powers Associates & D e s i g n 7 County Center Drive 7610 Auburn Boulevard Oroville, CA 95965-3397 Citrus Heights, CA 95610 RE: Prendergast Residence — Butte Permit No. 02-1454, LP2A No. 202015-020 309 Powell Ridge Road, Oroville — A.P.N. 73-12-43 1062 Stannage Avenue Dear Michael and Bill: Thank you for forwarding plan check comments. Enclosed please find two (2) revised sets of plans. The plans and calculations have been reworked to incorporate the list of comments, and revisions have been clouded. The following correction list correlates Albany directly with the Plan Check Comments prepared by LP2A Consulting Engineers and California 94706 forwarded by Butte County, dated 7.24.2002: Architectural: Al. A note on sheet A1.2 specifies that a 'smooth, hard & nonabsorbent surface over a moisture resistant to a height of 70" above the drain inlet, typical at all telephone showers and tub/showers: All tub showers and showers are pre -fabricated, 510.528.9830 modular units, f.y.i. A2. The main floor plan, sheet A1.2 shows a 1/4" per foot slope on the outer portion of the Screen Porch, which is built over enclosed storage beneath. A3. A note requiring that all glazing in hazardous locations (in tubs, showers and facsimile tub/ showers or adjacent to and within 24" of doors) must be tempered safety 510.528.0206 glass has been added to the window schedule, sheet A5.0. Windows required to be tempered are now noted as such in the Window, Schedule. The window in the entry is 2'-1 1/4" from the door and does not need to be tempered. While we indicate that windows #10 and #31 need safety glazing, we would ask you to review these and determine if this is indeed necessary. e-mail Plumbing, Mechanical and Electrical: info@arkintilt.com A4. We ,have added notes requiring seismic strapping of water heating and storage tanks and equipment. The water heater is a wall -mounted, tarlkless type heater, located on the exterior cripple wall. See sheet A1.0. A5. We have noted a smooth metal duct for the dryer vent on sheet A1.2. A6. As noted in item A4 above, the water heater is wall mounted on the exterior wall of the crawl space. There are no gas-fired appliances located in the crawl space. A7. Plans have been amended to note that all showers and tub/ shower combinations should be fitted with pressure balanced or thermostatic mixing valves. The note is located on sheet EM1.0. A8. We have noted the location of a 200 Amp main panel near the exterior door into the Mudroom on sheet EM1.0. The existing meter location is also noted on the site plan, sheet CS. October 24, 2002, County of Butte/Linhart Petersen Powers Associates, page 2 Title -24 Energy Compliance: No comments. Structural: S1,S2. Requirements for Structural Observations, including a list of Special Inspections, are noted on the cover of the Drawings, sheet CS. S3. Straw Bale Walls. Per my conversation with Michael Vieira on August 8, 2002, we have revised details to reflect using 2 -string straw bales laid flat instead of 3 - string bales set on edge, with walls pinned vertically and horizontallyper the Butte County Guidelines. Based on our research and familiarity with the evolution of straw -bale engineering, testing and performance information, we strongly feel that these requirements (bales laid flat and pinning) are not necessary in non -load-bearing (a.k a. post and beam) systems. Pins, we feel, serve as temporary bracing for uncoated walls. Once coated with stucco or PISE, the pinning within the bales serves no purpose. During a bale raising, posts and beams (in our case, 1 -joists the full width of the bales) serve to brace the bales. In April of this year the California Legislature and Governor approved revisions to the state's Guidelines for Straw -bale Construction, found in Health and Safety Code, Sections 18944.30 through 18944.41. The revised guidelines make several differentiations between loadbearing and nonloadbearing wall systems. Section 18944.40 (i) (1) now reads: "For nonleadbearing walls, bales may be laid either flat or on edge." Related to pinning, item 18944.40 (i) (2) states: 'Bale wall assemblies shall be held securely together by rebar pins driven through the bale centers as described in this chapter, or equivalent methods as approved by the civil engineer or architect." Our engineer and I are both in agreement that the full - width I joist posts, at frequent intervals and with mesh on both sides encapsulating the straw on all edges, serve to hold the bales together securely. While we are grateful to be allowed to utilize the 2 -string bales, we respectfully urge the county to revisit their straw -bale construction guidelines. As explained to us, Butte County Guidelines were based largely on Sonoma County's. Sonoma is currently rewriting their guidelines. Please contact DeWayne Stares, Sonoma County Building Official, at 707/565-1146 for the latest information regarding their revisions. Given the current Butte County Straw Bale Wall Specifications, we have made the following revisions to the plans: 1. Plans have been amended to feature rice straw -bales which are to be laid flat. 2 -string bales are approximately 18" wide x 16" tall x 42" long. 2. Minimum 2 pins per bale are illustrated in the bale wall pinning detail, embedded a minimum of 7" into concrete or 12" into wood framing, extending vertically halfway into the second course of bales. See added detail 10, sheet A5.0. 3. We have added a detail that illustrates the attachment of pins as described in item 2 above to the wood framed floor areas beneath straw - bale walls. See added detail 7, sheet A5.2. 4. All straw -bale corners of this residence feature I -joist posts in one direction or the other, or both. This post -and -beam system makes 'stapling' of corners unnecessary and impossible. October 24, 2002, County of Butte/Linhart Petersen Powers Associates, page 3 5. Pinning of subsequent bale courses is now indicated on added detail 10, sheet A5.0. 6. A horizontal pin is indicated on the wall pinning elevation. See detail 10, sheet A5.0. 7. A detail of the connection of perpendicular wood frame walls to the straw -bale wall can be found at detail 2A, sheet A5.1. 8. Several details illustrate the attachment of roof framing members to the top plate/beam at the straw -bale walls. See details 2, 4, and 7, sheet A5.1. 9. No windows or doors are installed directly into the straw -bale walls using bucks. All doors and windows are adjacent to I -joists posts. See detail 1, sheet A5.2 and detail 11, sheet A5.0. 10. Structural roof loads over windows and doors are carried by the perimeter 6x6 beams. Lintels over windows and doors are only carrying the straw -bale above. See detail 11, sheet A5.0. 11. With the post -and -beam structure already in place, bales are set as high as possible, with custom sized bales, 'flakes' and loose straw used to eliminate the continuity of small voids. This is shown in detail 11, sheet A5.0. S4. Specifications for the ARXX insulated concrete form system have been added to the specifications, sheet A5.3. S5. through S10.: Please see attached letter prepared by the Structural Engineer. Please contact me at my office if you have any questions or concerns regarding this resubmittal. Thank you. Sincerely, 4l� 01 O. . c: Tom and Jean Prendergast Kevin Donahue and Calvin Lee, Toft, deNevers & Lee Enc.: Two (2) sets of revised Drawings, dated 10.25.02 (one set to M. Vieira) Revised Calculations Letter from Structural Engineer re: items S5. through S10. July 15; 2002 County of Butte -.FIRST CHECK -* Jurisdiction Appl. No.: 02-1454',. y ' LP2A Job No. 202015-020 ` 'z z Mr. Michael Vieira .fUlY County of Butte130T71� , 7 County Center'DriveAllr�? DN�L Oroville, CA 95965;3397 . r bl Phone: (530) 538-7541 Fax: (530) 538-2140„ Re: - Plan Review:' Prendergast SFD A`ddres's: 309 Powell Ridge , Dear Mr. Vieria: Linhart Petersen Powers: Associates (LP2A) has completed a first'review of the following . documents: 1. Plans One (1) copy plan sheets CS; AO` 1 through A5.3, EM' 1:0, EM2,dated May 31,' 2002, b`y Arkin -Tilt Architecture.' 2. Structural Calculations: One (1) copy dated "July 03; 2002 by Toft,,De Nevers and Lee' 3. Title 24 Energy Compliance Documentation: One (1) copy dated May 15, 2002 by David A ' MC -Clain - r_ 4. ' Additional Information: One (1) copy Straw Bale Wall Specifications by Butte Co., Note_ : Floodplain Mitigation Measures and/or comments will,be reviewed by Butte County." These documents were reviewed, only,for their -conformance to the 1998 California Building, _ Plumbing, Mechanical; and Electrical Codes (i.e., state amended 199.7 UBC, UMC, and'UPC and 1996 NEC), .Butte"County's, Straw Bale Wall Specifications, and .Sections 18944.30, through �. 18944.41 of the California Health & Safety Code. Our comments follow on the attached list;, Please submit an itemized response letter and two (2) .sets of complete and revised documents' iStr6uctural s cloud d. _ UNHE POW RS, ASSOCIATES. R .ers, SE N 4 9 ne r Plans mer WTR r enclosures cc: Applicant Y LINHART, PETERSEN POWER; Post -it' Fax Note 7671 Date 7_Z� ,0 2 p of 1. To 'l we K� /� From A / o W09 Co./Dept. Co. Phone #, Phone # 630-5;39_754/ Fax #510 " Fax# 3Z)`538- 2-fgo 1 .7610 Auburn Boulevard,- Citrus Heights, CA 95610 (916) 725-4200 f FAX (916)`725-8242 -toll Free (877)2 . 35-0653 ' - I✓ Prendergast SF0 County of Butte -First Review `309 Powell Ridge LPzA Job No.: 202015-020 July 15, 2002 Page 2. Re: Occupancy Group(s): R-3 Type of Construction: V -N - Stories: One Building Area (sq. ft.): 1923 ` A. The following plan review documents are based :on the County of Butte Building, Regulations. For your convenience, the following comments ' are referred to the 1998 - California Building Code (i.e., 1'997 UBC, et al, as amended by`the State of"California) unless otherwise' noted. B. Please respond in writing to each- comment, by marking the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete' and clear responses will -expedite the re -check avid - hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the architects/engineer's "wet" :stamp, signature, registration number and expiration date on all sheets of plans [all sheets of Plans depicting structural designed elements] and cover sheets of specifications and calculations. UBC 106.3.2 ARCHITECTURAL COMMENTS: s Al. Amend the plans for shower and tub/shower walls to specify a smooth, hard, 1, nonabsorbent surface (e.g., ceramic tile) over,a moisture resistant underlayment (e.g-., w.r. -gyp) to a height of 70 inches above the drain inlet. Sheet.A1.2, UBC 807.1.3 A2. Specify a minimum 1/4 inch per ft slope for weather -exposed landings, balconies, and roof decks which are sealed underneath. Sheet A1.0-1.2, UBC 1402.3 A3. Specify safety .(i.e. tempered) glazing at -hazardous locations - such as windows adjacent f to: (1) tubs, showers, and tub/showers; (2) adjacent to and within 24 inches of either edge -of doors. Sheet A1.2, UBC 2406.4 ' MECHANICAL, PLUMBING AND ELECTRICAL COMMENTS: - A4. Specify the seismic anchorage of the water heater to include anchors or straps at points within the upper and lower one-third of its vertical dimension, the lower anchor/strap located to maintain a minimum distance of 4 inches above the controls. Sheet A1.0, UPC 510.5 ' A5. Specify a smooth metal duct for the dryer exhaust which extends outside with a backdraft ' damper.. Sheet A1.2, UMC 504 and 908 A6. An LPG appliance, shall not -be installed in an above -grade underfloor space unless such location is'provided with a minimum 3 inch drain for removal of unburned gas. An LPG appliance.shall not be installed in a pit or. basement. A1.0. UMC Section 304.5 A7. Amend the plans to 'specify that shower and tub -shower combinations shall be.provided with individual control valves of the, pressure balance or the thermostatic mixing valve type.,' Sheet EM1.0, UPC SECTION 420.0 Prendergast SFD "� ;. County of Butte - First Review 309 Powell Ridge LPIA Job No.: 202015-620 July 15, 2002 Page 3 A8. Locate an electrical service panel on the plans and show_ the, amperage size. •Sheet EM 1.0 T-24 ENERGY COMPLIANCE COMMENTS: - No Comments STRUCTURAL COMMENTS.: Presently, the drawings lack the detail necessary to, properly review, construct and inspect the . subject project's structural systems: The following commentary is offered, but additional, unrelated commentary may be provided once completed documents are reviewed. S1. Structural Observation, defined in UBC. 220 and performed- in accordance with UBC 1702, is required for this project per UBC 1702, Item 5. Amend the notes on Sheet CS to include a list identifyingthose stages of construction that are to be observed by the Engineer -of -Record (EOR). Reference UBC 106.3.5. _ S2. "Special Inspections are required for the following items on this project: ' A. Shotcrete (or Sprayed Soil -Cement) per UBC 1701.5.12. B. Installation of the EPS -concrete walls per UBC 1701.5.15 and the ICBO Report for . the product used. C. Moisture and dry -density testing of the straw bales per UBC 1701.5.15. D. Vertical joint testing of the straw bale walls per UBC 1701.5.15. Provide a list identifying all required Special Inspections on Sheet CS of the drawings. The list must also include the name of the firm, agency or individual responsible for performing each listed inspection. S3. Straw Bale Walls: A. Provide' detailing showing the construction of the straw bale wall assemblies. Specifically, the detailing must reflect the following information, found in the County of Butte's straw bale wall specifications: (The Items referred to below are those found in Butte's policy). 1. Bales shall be laid flat, and be approximately 23" -wide x 151/2" -tall x 46"= long in dimension. Item 2b. 2.- . Fastening of the bales to the foundation' A minimum two,#4 dowels per bale embedded 7" minimum into* the, foundation and extend vertically , halfway into the second_ course of bales, resulting in a231/4' projection. Item 2i. 3. Fastening of the bales to the wood framed portion of the main floor that is equivalent to that described above. 4. Detail the installation of staples formed of #3x1'-6 bars, with 6" legs, at the corners. Item 21. Prendergast SFD County of Butte - First Review 309 Powell Ridge - LPA Job No.: 20201,5-020 July 15, 2002 Page 4 5. Detail the pinning of subsequent bale courses, required totbe a minimum of two #4 bars per bale, approximately�9" from the joints, centered on the ` bale, and penetrating through 2'/2 courses. item 2j. 6. Detail a continuous horizontal bar (#4 min.) at mid -height of the bale wall between courses. Item•2k. 7. Provide detailing showing the connection of perpendicular wood walls to f the straw bale walls. Item 2m. 8. Similarly, provide details specifying the attachment of ;the roof framing to the straw bale walls. Item 2m. 9. Provide detailing showing the attachment of window and door bucks to the straw bale walls. Item 2n. .10. Provide details showing lintels over. openings in the straw bale walls. 11. How are the rake walls to be formed? Provide detailing and specifications. A copy of the Butte County specifications is attached for reference. S4. Sheet A5.3, Specifications: A. Provide -specifications for the EPS -concrete walls used below the main floor plate. S5. Sheet A1.3, Lower Roof Framing Plan: A. Provide connection details at the intersections of the triple LVL hip beams. ' B. Detail 5/A5.1 is called near Grid 3-C, but does not appear applicable. Please clarify.. C.. Clearly identify all roof diaphragm chord / collector elements (those elements receiving diaphragm boundary fastening) and their respective, splices / connections. Supporting structural calculationsare required for these elements. f Reference UBC 1633.2;6 and 2315.5.2. , D. Please define the method of laterally restraining the porch roof framing. Also -define how lateral loads tributary to the north wall of the Living Room / Dining Room are transferred to vertical resisting elements elsewhere in the structure. Amended drawings, detailing and supporting calculations are required. S6. Sheet Al. 1, Floor Framing Plan: ` 'A. Provide section details at all .bearing walls (interior and exterior) and at all shear walls below this floor plate. B. Clearly identify all floor diaphragm chord / collector elements (those elements receiving . diaphragm boundary fastening) and their respective splices / connections. Supporting structural calculations are required for these elements. ` Reference UBC 1633.2.6 and 2315.5.2. C. Clearly identify all shear walls required above this floor plate. Specify holdown requirements, etc. Prehdergast SFD, �� Counfy of Butte First Review, 309 Powell Ridge LP2A Job No.: 202015=020 ' July'15; 2002 Page, 5 Specify -all. connection hardware required at -this level. Joist' hangers, post or column„caps, etc. are to be specified. 4 -✓ , . S7.--' Sheet A1.0” Foundation'Plan:. N' A.' Specify the method'of draining the'Lower Patio / Foundation. B. Complete all detailing necessary' -to, construct the 'foundation.'." Missing are details, J 'for the wall near the- Entry, interior isolated footings,- partial -height EPS=concrete Wall stems, slab `details; etc. F j Additional commentary may follow upon review of the completed'foundation plan 4 i �. S8. { :, Sheet.. A2.0Amend the section -to stepped footings with 4evel bottoms CBC. 1806.4. S9. Sheets A5.1 and A5.2: Complete all shea(transfer, detailing, showing complete load paths for in=plane shear loading:) - S10. Submit /complete ateral. calculations Analyze the %roof and fl' oor,diaphragrris; show, the. �! vertical and horizontal. distribution of, shear at the. two ,framing levels, --chord /-collector, - : -analyses, overturning analyses, etc-. CBC 16, Divisions III and IV. ' If -you 'have, any.questions, regarding the -,above comments, please contact .Bill Rodgers,+ $E r t' (Structural) 'and/or'Mike Bayless (Non-structural) at 916-7254200 between 9:00 A.M. and 4:00 P. M: M- F., ! - [END]` _ Y. _ y : F TOF, DE NEVERS & LEE STRUCTURAL ENGINEERS SAN FRANCISCO, CALIF. YH SUBJECT r".. r♦4. ,. fr �, is Joe No. " ' 5758; 'SH ".; NO. off.+ . _ g BY ' KED DATE 6-3=02 STRUCTURAL CALCULATIONS FOR PRENDERGAST RESIDENCE BUTTE COUNTY, CALIFORNIA I f 'TOFT, DE NEVERS & LEE PY e G ^" t JOB NO. 5�5$ 'S H. CONSULTING STRUCTURAL ENGINEERS NO Z -- OF 1 I I I MAIDEN LANE, SUITE 500 ' SAN FRANCISCO, CA 94108-5329 BY ��n DATE Zit GA 5-E tzoa� > S/g „ GAP 90-1 L.— R—, -f - FI,t C Zit Gn. 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V3 IS Pvp' 3�C4�= l5Z #112X >r, c4)',z = Z In nig b: -2( I\2x�Z01 Ze'! ►nor r _ Z 1.31 CC. tii�_r; Z, Vv Z6 C�-79 �I M5C1)i/z: ISda, = IS6 (1z-)/ C15�1.1Ci.z>>- IB�Sry; Iit-L �,; ,C,,^ �= 71 C -/Z = -73 ZcInSC 6) F MbStr- 13dh. 0- W ` 3n C >>:5,-- �3 . '� r blii 6'1 M• I9y- ap...Tyr_I3.bS 3 3'M -Por I n6S Ig os�o I�z T Ti% - N�r� Po+rte TOFT, DE NEVERS & LEE JOB NO.. >1 sy. CONSULTING STRUCTURAL ENGINEERS NO. _ T OF " 1 1 I MAIDEN LANE, SUITE 500 ' SAN FRANCISCO, CA 94108-5329 BY Kf11 DATE 6,-OrI IzT - %I- rzw hlnrin I nF _ to:iS-)= 30, ctz / 51.5 d ' Itgn P 6 �c�v ) 135'0 (1.,.s>_ 167a ,, V= I1 61� -ZSlob p„ T- h, e- Zzq- �z� coo°+ 5`13 M= 3Z()y L5 C lzzq )/ (3,5-Lr 61 7n6 a� 6 r 6 (5- 1P-T - L ;.,9 R,.-• F"5 Sr_ w= 16 C 13) 6-S/ 11 + a C3.13).5 - 15Z 6-7 V= w5 -L (3,5) � ��Z �� = I,S cvvL) / S,S z = 4-Lt 6x6 0. Ire GI•t- �I�', Rw - /at� 1;5/ 5vs� '7;5' 33 o po "', -L- -1- k > 'L 1 ' w = 30 (z) = 6 n 1 z n F P-,310 Z--I_b q 'N. 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' CONSULTING STRUCTURAL ENGINEERS NO. -7 OF 9 1 I I MAIDEN LANE, SUITE 500 ' SAN FRANCISCO, CA 94108-5329 BY KEo DATE I"w�rl 13 j `!5t C 6 .� bb t s� cq + (3.';) Zn - $' I F f✓ �� �la+aa P��fi P:: 6 l lZ a 3' 5a lz p 6 hl-Ll3 z = -763 T',r, .R,, E St�rl P, = 506 W IP = 5,�4, :' M�- ►,� Cl,q� I.s��z -3, -Z 7 1-4't- A,::3-1 ra_ s 4 — 1.Z-7 [<,f c 1.5,n� Mbar. 4 ll -c 1.1 3 Z -q CS) 3o r�E Mss = 3ocooll6 = �zn FI lin 5 Io( g 150C °�� 4.g0 I_S' 6i� 32n 3 4 It, _4., JA -A.. Inn (4) 4nn 1.51 6n4 l Ln 101 SLAA _L r_�j 10° ILS i TOFT, DE NEVERS & LEE CONSULTING STRUCTURAL ENGINEERS 1 1 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 i 1,4 2.5 C--'i'v) JOB NO. SiS� SH NO.OF BY L(F» D DATE -_3-07- ;. 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Z6n 0 Ovf C4 Pl--r 7fr (; •-k * / 1 T4 4' lea Tnc---1 e� Z�`t Z-16.1 �� f�CL q {- }�� 6 �►n5 = 117-71-r�n� `TOFT, DE NEVERS & LEE + CONSULTING STRUCTURAL ENGINEERS 1 I 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 JOB 140. 5?�$ SH. G NO. _1_ OF 1 BY �1rr7 DATE - VQY, IYP�IiV. nT 2" in"n PSi PJ. 7 -- c -st, Ra lr I-io V� c zS13. 1 - T��1� Znr S- _ - ��a" Sfv, o ,�. C6 Gn�S�.��. 6,, 99J. 18n�.,,_. Ov, ?ISE-- 51Yow N -kr Will to 6e s+vt,,3(, 11 S�vcc0r'A e5liy -v ` &If Wo 11" V.%IC-1 of cPell,{fel,.." S.�/.. Say^ L'v"" nbj-'rr qvA �QSfhlr-1 �.. 2S (1F t -r / col f FOV ^. 13 �1a;4, F to ( ,. n F-lc"'IS G:. ,1P rl S�ro.. — ij ..lr c ^S Cvve 174- , 'T i 1�`t" Coe, t,'ccn WnIf 6,rnr,-A t7 /7 Stvnw - (3^IrS —76 `1 IF/ 1 'T IA T �'^c -7 t"7 ey I;_ae� SfYr�� h of fl -r 5tvern Ifh) 1, c F VI -r" Z� 3 psi 5f-cr,) SWl-l-A IA—P cl F Z Z S T�e ext" C -p 1^7 �1F tLr {,PS �r-1 wn" v" I a1 e :7 ee- Jvc t/) i�crt•.sc.l 5{r �1, Lcl Stvccn aIF{f.L {�e —%�I�� tilt 'Z7 'A/ p�et,C,n<.l1 rlf \tic SIVPW - b�lc, Cn Lh( Ih-Qh. r Vvnn stYr,) �1n I. 1 tt TL Q �n�' ��cirr Cc r t c�c Jnr - CI - Sc tr t) 7 1oP a.� t>r �fs'��^ vel r nF l�nH/l is X6`1/Iic) N,,tc vrr ffr fr, APA Rep,.¢ i 1 f 7 — 11 ( l p, -r) S In�cv W°IIS (-I 100A -C'\c Irl G, -CSP SV( �„n H 5 1> q lq()vf V)- Ir y i sr o- I/�A P � s PV.in II A���,415 QF Ovr 'l ^ 'no r71 Rw I,,,( stYr�� cam. a F ZI 0AP �, c C Ii') C(�Z") p I I$ "•I Tin 9 'f\,( S n I O1 A T � � Ir . orfI G-1 -3 / 1'30 0.4- 3 4- nvr W" 11 S7 S I PMS lb GR 541 01., Gni k bnflr� pkk' tlrn_:.-AP 5-1lp c3i (�I-_33 ) = 20 48i I aF ally. ti Ir 5lr,cn_ frn,, fry {y. hr 'P1 5 1 ZO 4 -1 1 Sn 0%4 AND -WHEN RECORDED !MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE. CA 95965 COPY of Document Recorded 06 -Jun -2002 2002-0029379 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 200 1 PROPERTY OWNERS: ', IraN M. PRsNyFR�r�s� State of California County of 8 u TT 4 On 4before me, L/ 14p v/ A _ /1 r ti'a L,-1 personally appeared 1T4 a)?/QeF- J- &oy&rdegrr-A AWO ,�tAN &"1,-cP,Qk1Y0tX6Ms6naIIy known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. t MRUDY A. RINDLISW51ERSignature Seal• VNOTARY PUBCOMM.LIC-CALIF131100 a �- (7 ORNIA i BUTTE COUNTY 0 COMM. EXP. JULY 26, 2005'; A.P.# 0'� =azo-oy3 f 95-29438 EXHIBIT A PARCEL 1: 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 June 22, 1982, in Book 88 of Maps, at page 76. PARCEL 2: A non-exclusive easement for road and public utility, purposes over Powell Ridge Road as shown on that certain parcel map, recorded in the office of the Recorder of! the County of Butte, State of California, .on December 2, 1980, in Book 79 of Maps, at pages 97,98,.and 99. / END OF DOCUMENT f , t TOFT, DE NEVERS &'LEE SUBJECT m: JOB NO 5758 SH. STRUCTURAL ENGINEERS NO,. 1 of 9' SAN FRANCISCO, CALIF. BY KED DATE .10-30-02 REVISED STRUCTURAL CALCULATIONS FOR PLAN REVIEW APPROVAL JAN 0 6 2003 UNHART PETERSEN POWERS ASSOCIATES tmi1 i ` \ 1 13 i BUTTE COUNTY, CALIFORNIA \N C. "No. 2153 EXP. 12-31-05 \'fuc I °b , f 4.• ,{.� ,. y- _ :L 4 L�` '^ .. M � .Y J ).�M`4 5•St R.a •'=l � "'T .• ry 6N�.Ci����4Xn�1 �;..{f J�}_ I - Ki •1 .Y �.. K�".�., -"�: :}'. .. .la fi. "•. .l, �•' y_�., .,tiy ��'n )# f.�19 .� f w(.94^...', 1 .j) Jtl� J ' ,a tfi w: M~h^,y�. Tf TOFT, DE, NEVERS '&LEEcls Z•o p5f - CONSULTING STRUCTURAL ENGINEERSNO 5,c, I a 0,)<L a V I q r5f . Fx!s`q` �•y�„,'' ��•/f L� `I J5 ' OF 1 I 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 _ - kEO`'` t�:'�•s � nZ',` /- By- DATE n In �sf Lt- Z� L,� TL -: _ _r ���• ., J k _ � _ . 1.. �I ,-,�, '.... I ' Viµ': i �. .L -IL. -j f. �� �1,. .Rr•n� T' 1Z � I Irl.. 1 _ --._ _ _ .-j- �' - I i 1 x li- F t z V Id' Ce 1l.knsc i�� z.n. , f .7 r,f D 4 zn r, f TL -2-15r rs� 3, u" p,,,,- n Z. S 1n f L� 16 rSF TL 16 r f L-- R�� -C –Fl, C 1,5 -1z> 7-4� GA 5icrl rz"-c I,o r5 "( 1/L" P,..1 1.7 r5f 10" Ceu„1Tc Z-5 Z•o p5f 5,c, I a 0,)<L a V I q r5f t—A n In �sf Lt- Z� L,� TL 3n p5f Z4 Ga 5 tKI 2r t 1,0 r5� x li- F t z V -2- 4t .7 r,f D 4 zn r, f TL -2-15r rs� 3, u" p,,,,- n Z. S 1n f `I Vz 13c I 'too a I6 I. 6 �f P ��� �� 4t0 r,f TL rsIc - r0r=b•. F1fnr • S,n r, f 7-,0 �5 f DL. -7 r>� Lt, SfY^u ��Ir – P15F 1,��,lIS l'ISEJ 4-0,0 rsf f7L 5o p>f . #�z nF Spy_, I_-75' W - - �16�I M= qdC I,,5)`��s -�-�_ 3� c,z)/. 6� : tZZr,; - F �T5I c5 > l2 v= It CSri p .3 2= q 6 Cz)/i=. ab _ " r:�. ._ ___. .=__I!f�,•�� �1S �.� .. *►Iz�sll _ ��`1- _(., Z�`fi Cz.5" f. -2.S 113 2-4- Cz" Pe„ -�. 2C3) 1, -Lb --=-,-3:W >-CJb4 TOFT, DE NEVERS & LEE PrP^�cr`1^� '-JOB NO. S7yl' H. CONSULTING STRUCTURAL ENGINEERS •NO. ' OF . I I I MAIDEN LANE, SUITE 500 _ SAN FRANCISCO, CA 94108-5329 BY V E D DATE '5 teel )Z -ow; Dc,k TM 5 A IBB t !P Zzt GA N v - wr.4r CV't(-1 '... ' . (NcE Upi-I�-t w�„� 1�= CcClq, Z = �Z (Z,V) I6, `t = ZB p 4 NftF Z_?"4 5'-,," n5p�., I.f. Z� �-,t Arrl;-t z0 Sc rr I)P�I 4n �Y�"N9 9 X Z`/Z" �/.S t\ I �/zi Qt. �" a �� n 12 1 Z 6 Z 7 (Z.5 2) iz = I' �. cllc S«<� fz,, P. PW-, ►, $��4;_) 1-I't9�r. 12d,f I�df{ers 11�/gl� �e I 4too 2 5���y ll' 2= 5 -?- 1)4. Z1). -F. IOZ"iI > Zb (�2-) =Sze I;SSV.ZIn S_ 1340 VPRz ,_r.. W. 'IIr, Ra,E IZ',a�e ersclg,\„ x -7 w= I's k), M= 110 Z1-s�`/�= lb, 1-80�1 R= z-3oClv15)= 3010 ("-L)/ [053 I�44..�y; Z_00 CI.zS) Z30 Xkw, = Zg c.n-� 6. c5 = 6 3 < Z 3 9 C' = SM At 66.5 �L= �S/33-tzCz1_s)41_,z'b n0( 500 q2 Z1.5cIz�/2��� I,nB" Qs= (Z6/1Z>= a Z' 12_rpc-1 Fn IQ" 2. -Z 4- Q,it rr 5 — Qed�oa.. L, in9 s Jo�� YDS Iso" jh= 150 C 5 = -750 �h = 76�Izs' = I`+6q• h5 c Fy = 1510 CI.zS)- 1383 flDF 5'�— �`� 1►Sn# V= ISr 2-1 r,; P= 3okz) 2-S 333 _z_ 4A �_f_ lin 1JQL FI,l1 F�c�cl — �P�YOo... w�� GoJpW('A X ---T---1 w ' _30(l)7.51,e+- 4 z;,-- 6 C1z> pIr' n Pvp ' 3 0 C 4 - 15 L # 12 " _ 'I W'S - , f Z .�� 3 ) 15- 4t = 51 I S? nuc o-2 pj Iny- to / I --Z— 7 w �0� (Iz) / 3. 65 = \2.x �r. 5- 1-f 5\�� i01 "►c'b 1nt F l nt -2-,, cr 1 , ) \,, fir, - 31 5 ' 131 \jv Z6 C3-79n/I NA 1 1)1/z= ISd"' {-.6 = 156 c�z� / 1.7► = I�+Z`1 IItZh �= -7 L= -7$n 2-10 T_ 1-i O -F. ZC+nsll` o -7 A Nq4S4_ t3dt,.. � S0- W` 34(2.5) ,5•"- 3-3 &'3z' 66-7 M- 1c1+��,- 19�tctz�/ i.bs 633 r�, , 6" I TI1� Ti3 -3,�� C�t�1r-r.ti 3' M= 1ZC3)L/z- 32,,r -b= IOV5 18�5��� tZZ N�rh QVrC'v "OFT, DE NEVERS & LEE JOB NO, S�y'B .SH.- CONSULTING STRUCTURAL ENGINEERS OF 1 1 I MAIDEN LANE, SUITE 500 - SAN FRANCISCO, CA 94108-5329 BY xEn DATE -3 �Z• 6.x6."Cr1fT- ,� Rw, Nor,- Ini= , f " -301 w= 7,6C4> l�b� T $ M= G5o5Cl,�s� I•a�;���'"/$ = Zb�y� -t 63•� = 32-71 I'Li51.56 - I�qh 13Sa C1.2s>_ /baa p); V= Ii 6c► �,,— I -S C 1$�q �/ s 5z = °I3 �Sc1-Z5 lob r,; D— c- -157051 16 1+ 1/1 �3 1 9 T Pj T I vo- 1z� +i 593 M= 3Z0't' r �� � �>^,.,< -� = I.S (12Z`t)/ 5.5Z = (jI � ►q(,�n t 6r 6 GIFT - Li,;.y R, Ras+-w,.,t >.5' Sy,— w= 16 C I3? 6,5/ M = Z5Zco r3 = 1-7-1-L -(, = l') -) 7- 11, -7 6-7 V= Z52(;,S)� $1Z I -S ($sZ)/ S,Sz- 4�t �,,:�r•� V K 6 Clvcp� G,rt' — L,–'•.� IZ /'r0"� �.51 5rnv. 43 S> 33 n PO 4 > Z�,. Sp�� 11 w' 30(1) - 6n +znF R=3 -;o R() -,H M= ciA-3a1 46 : c07 6.Iz5' 17lot V- 33 Q# F = 1-5 (330V It -5 = 4t-7 R = V3 n ZCIs�) I Z-7 1 4nS>33n Itis -T 5cz- `!nx [� a Z' 9_� SZnrl fir_ > 3okv) = 6n#� Hu_ �_ $1n# LsSu lrin I.f. 1 65 { 62 ar LL > Zs cz1 = ztn�rl �/Z� n q- - 1340 > $In 7 n;40a a Z,' Zn' t� .. Si`- f. 67"""' 7 L > 3r t z-) = R= Ern L S5 -Lb 1-4. 'snn 6 Oa„ L L > -LA i -t : 40"" L/z4rn tv'L6 �_r. 6-7o -6— Hip T7 '5y">c11 /$ V.L. Z0Spa w = 3nCIV) .-7n7 - Z76 \/Vest w;.2 I M` X76 C2o)t/1- 13 gond 4h I�Tnn()-z> / IZZi-'� = I3y'Zr5' Zinn c1_Z5) V, L71n -- I's W T7r �Z w�" 3(N 13 .15 ,7P -1 Z� I zBco �1 + 11,32 T T -L rq M' II�cl fh- Iv3'¢ sws) TOFT, DE NEVERS & LEE JOB NO. : SH. CONSULTING STRUCTURAL ENGINEERS 1 I I MAIDEN LANE, SUITE. 500 NO. „S OF SAN FRANCISCO, CA 94108-5329 BY KED DATE (j�vlygq I So --_I n-3c►-QZ , Z6 - �� -t0'Lg o -L) / z7.,3- TIM r s; H'JCL6 0— Mower 13 .,1 t, 7' R= -31Str N� C 6 _F, Z�1n > Ali 3/Y"yr M g Tn H I� Wj, P (3 (10) 5/t ).166 C3n) T3'1 � 6� Hc66 9.E Z^ICI b5n,r- cllrn C1_ZS) Nay �t L;,,/;, t,, H,ll 4111 Pf T,- 135f(,. -t5)- 16 3 S3`'^ P' 2`In:g (3o--)= Z�ioY� a 24 Z- S 3 �lor 46Zn1 1, = 46-Z') C1 -r) 11�n T"5 T�n3n 47, = 1.5 Can 7(�41 -1.5 CI 6 r4;,a� ljn..•f C' 1/�lr,� Iifi.�n•- i}c+il /rz, --- 6= Z30Oa cu 4dn T s ITi�r,o �- " ►-� C'L3fc. � / s2.�s = 66 �,. Hdr 4t N�,ter r�,.r�. 16 7- 3 -2- 0 3 8 , 313 PO sh V��N li;y� (�= 30 Q$,5(3n 0.5) 6 16-2 3f1 De- A/ n 4SO 2 1 Go .r t-5�7 -s' I "k, Ince Zs�� C �o►cjP of V& E olo x I— 17Q�.i� 9.E. 6715o,5 -)3,q ZS , ok P= 30I0i M = 3�1n C3"s)(� = 263`1 a. T7 ('x3 * I �F l '�b = lbll q 451.',6 = 61�'r,'. , n- 5 �TISnSa c {�,= ►.5 CISoS) �'fl.'L5 ' S 7r < �cj' fti� C)rn w,�, 26' SN, w = 10(-))-= -Z-I��/11" 50-g,i—' & 173 11 TZ'-t 'Z > Z10$i, ..R= � Z�sn w-Z`tC67= 14� nn= I�n/1 UnIiFE ire" lz" .� T nEul L 5 'ir Pore,. Sri-. 11 w z� c 5) - 1 zr n^ = ��= I ` 'to t)= Zolt- sia°' I,? 6" i'k, I�nsh F �� �;� 1_-E. 26TZ Z()16 TOFT, DE NEVERS & LEE JOB NO:� 7SH. CONSULTING STRUCTURAL ENGINEERS - NO. OF 111 MAIDEN LANE, SUITE 500 ..6. SAN FRANCISCO, CA 94108-5329 BY 'E� DATE b -3-0Z W Serrr. I�n�.1„ �.dr P` Z'3�e 6x s #,oF :. �1M ? 1 1- zn t./ ' 1,5 (1i7 -n) / -/tl,v5 = 66 10,-)\ 5p— -7 n ii Z n� w= /tC3n) .-7oS5 A/1 ��- �SCIn,Sjz/$ _ (t-7 1 er W=-CoC,�1$i= ct60* ,1Z$3C`16(I)10,3= I-L'I nl Fh = 11 o -7 p,, -I -(�,= t -S C6`*(N> / W nrl. 11;r - Co,1',1c-r SI/a x lI'/a -7' Cc- 1-Ic,, M ZIt(5)-71/Z t ►ZZ -> L- F, L� (1z) / l 7,-3 . ':t- = 3 t I P � , oma NIo�1r 13.R_ q ri`t P—A P= 30k3)1-7-- 1530 —7 y 9-�. °1n-51 '2 15T 2i -t t1JY 5' q - W" Lt, Floor J�i�t5 9'A, (3C I Gt-o0 a I6` �jr� IZ R = 3-88Lt T�Zh J• -73n-> -�'�4 �,� l = 53 /1 L� 9-� IZnfii TL - `(-3(,?)= 6`f- V_ l,. = Z 3 r n W = A-9 11-5) M= q, i 6 36 crz>/ 79 = 15�� �.,; F 1-5 C331i�/ JL - 13Y Znnn 015 .Zh L/,Lt7o � �•Zh - Y -1n PTF L A.R. 16" C 13) 6.5/ 11 2n (,1)- -Lz o'`., 12' Spm M' Sn`�n�= S(1�� C1t) / zG_-'i= lvt) c z��n C1_ts> = 31r0 A-13_ — Le' -k {� C��c. ��r_ S— lz',��� P = 1511 f 1ZZf-t + I(1 t CLt �1crSt �x1n PioTr w/ }�k''� 633 c'1 t,Zs - �`1'IS>t x 31'x5 Cr- M—\ N -o-" 4 3 (t -L-) = 6`11-L � Z+-1 6'`b -L I/ Ill It 6 el a W- 1"',, fZcm - p = 4,2 (I -L 6 + ZSo C'b )= S6 6 4x Lt Or 1 bF I/vlc Gxb I {. �1n3d �Z�n�n 6.-6 t,�Jr� I�' Ti 5 tom, P= Z4tC 11o)-- 5n 90 cl' 6-6 �.c. Zb,0,4 Sr'tn Por\, Fk, Zr-in � Z' 'S 4.. 10 I W = 4-71z)- 41't M = I1 -7,!y 4-a DF �1 = 1= tcz v.3., 65 `1�5; < II ns rK (v4 1.5 (4-7„)/ 13-3� Stas, � -3B 11= q ) � 3�L V lln 54r,...t lZ" n"/1 (-<-� #,I Ilio ;,-336 4t 10 Sri, 9 I w = So C -L)= 1(\n►`/� IM3 Sr\ = ZIY3 b Porn•- fi.. 51�'-t >e j I�/b W= 4k- 113 , k-IZ3,IlVZ TOFT, DE NEVERS & LEE JOB ryo.'S771 sH:" CONSULTING STRUCTURAL ENGINEERS NO. OF ? 11 I. MAIDEN LANE, SUITE 500 _ SAN FRANCISCO, CA 94108-5329 BY hl;ri DATE —'4 —3 .. j'ZG��ser:.� �c� n. to - �a-�►7- T. -b. Fl [-b. Ft rt. So -,1 TY� � 9•{. ISoa psf _.. H inti rz l.n.. f? �.. F Z 6 (13) -* V(b) .-ibb t S0 cq �loIA5- 3015-0-,E'' 1 OO ('S� � a �rw qit nlcatd 9,-,tI" t - 6 a) 31 5aR LY-: 1) fz,- p= 6 hlz/ 3 z = -7 0 p�f I SoO Ps -IF Q= S,?``. 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A) 4�,.�;�Y Y•� {_y � �H'{iS�Y .ht 'F Yt 4,atFl�� r�' '44p , a J��'t. a s�A. �� t• -t i..'�tir i ' `4�,�- FN°"'�'+;}l', �� -'r r. - -',TOFT, t . s +� `'.l-' "Ai` .{+.s e?"p" :y _ �'YS' ~ a.e��yY '`S�S�F V= DE NEVERS`&"LEE ` " : Joe NO sH _ l�•,-;� _ a CONSULTING STRUCTURAL.ENGINEERS ' t l"' ' NO i III MAIDEN LANE, SUITE 500,° _\ SAN FRANCISCO, CA 94108-5329CVF-0 BYI`il' � DATE' D-3 V= 1_ _ ! •1 ,—.T'--;-�—---r---*- 7-----r-�— RFv�tiEO V. Epi -t _ - - ; - •;---.._�--;..-�-•..�_---! �_�- �_ :_lam TA , &rL. V\/ i� Wr�F W ll n1SF_' L = 15 V= Ln 4�r. ( str-" ,N _..�.EC1 -_=��� � p�-.�.`I';o � = .3 � -► S c - �1 s c' ��-' -�-rte--;--�- I.Q P -5,C1110 vac ��/ S h c 9.5 w fin;-.ar M� 1-4 M �. L �r �_ A,6. n. co. Lr� �. V= ,14- (in ) s>S -144- ( So) z <<r.�) =. �Iti. /► ��r-� S� �r I,vl, f RLkC- I/ Al 7 Z1� r�_T. l_,b -I % $ % y P= C'c 2 = .62 (1.3) 16,Zt Gomer--', — M..;_ w;_7 V= c1Z . 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OF }q BY u�p DATE i0'3Q''UZ Vcr StYP-�h nE 2„ 1(1nn P." 915E a,,r- 5fvo., 9 1(' I-io DPs17h 11 S �vCcor.-1 9,1f W011 � �Ps if -i pol� Sar L -V -,S 0�i��� gvr1 �rC%C"krJ C _ Z7 nF t -c '14PoY�, B �a�pFF,��s' G;,aP r SfY'a T��> �'/�„ (�,cr s��+() St✓rrn will bre«-1 h/ st��.., - (��Irs tc>4P� E� %6 9 ►+/1 `fTo..c C 13 b -c -7 J 7 c7I�_1�� S't'r,-9fof vc�� S� I' Ich,tl c V/ori, Z53 pS'I sfvCC,) 5Lno..1-k IA.,..r vIE,^^�IP sTrr��fz. �F Z ZS3V,; (li')(1.15"-) = 4-7-7 4/1 xt•n C.P. �; t7 �F E�. tes t:ra wn 11 .,� In,, e �9 CC Jve i n i� crc�sc.l 4'1 t, �� tGr Stv ccn <lClf-L tw —7,A, �is t <7,A/r, , poet, r"p-'lcv cifi'IrC •5+vnw - locikiIt)L�C1( Ih-(l in...r Lv<. I1 S 11vr... r1n -T_ 'f it i7 7 �P { wrr ��^P `r, tr-1 v, 1✓r . v�t.rp nFn Izn�/� is —76`l/1 -j 3 =1 �}. APA Noic = Yc fe, ,, /\I A f�l�IOrL I7 It -e �/rcA 51v✓cf,1% ) nc�L�f�^� 5 loflc-1Tc`c irr1 Fn.r �1-C `r �' SNc 9 I �I(•Ivl -7/ '51Jcrn - 5{ten V)- ", v%,i- C�v`Scv✓l F P �� 3. h of ovv Z , I_ Y•,1 C -y 11 -.air- t'r)\e.{ P15f�- Sten.. 15ni(' t„nll C1- ')C/�Z) G-7 I�1g�n�1 1 T1/l S 9jifS n I��a r. I J`�/I�`I 0.�3 -q.- nvrSIPI� 1 i �^r Cn� k hnf'r� ��ir, Pvn_,rn ��- 7704gi1 aF �1��., ti1r sheer, ffc, {,. hr PI5I` Z 0 4 1'3 oK ! 2 TOFT, DE NEVERS`& LEE". `- SUBJECT STRUCTURAL ENGINEERS SAN FRANCISCO, CALIF. JOB NO. 5758 sH. .' 0 NO. of 9 BY KED DATE 10-30-02 REVISE® STRUCTURAL CALCULATIONS FOR R ,CEIVED NOV 0 4 2002 UNHART PAR'SEN POWERS ASSOCIATES 1100! :,ft].", I •c a t 1. BUTTE COUNTY, CALIFORNIA PLAN REVIEW APPROVAL JAN 0 6 2003 LINHARTMERSEN POWERSASSOCIAT ES TOFT, DE NEVERS & LEE PY'P�rIC�r^"S` JOBNO.'S�5$ CONSULTING STRUCTURAL ENGINEERS NO. Z' ' ..OF 1.• 1 1 I MAIDEN LANE, SUITE 500 . SAN FRANCISCO, CA 94108-5329 By —Ll DATE (4EVo2en VeD In�'3n �nZ T Zit GA ISt'eR1 Id"Ce 0, f X1.6 4 hVI" f3 C I Ztnn > i' -n" ,. f. I �15-f si$ CrG7r s3� �—I z , � �, f l i M;sc 1.0 r,f 10 r, f TL 16 r, f z 4t G nx S, l w iz,, -c I , � P, { I/ -L" PA 1--7 �ISf In" cell.lTc -L, 't.n Iln"g rz>c1 gnxI- aZ' I.9 r,f 171f, G,r r,f M •<< .7 A n M 2— l>F TL 30 r,f Z 4 GA s tom! 2r 1.0 r J F'..k 3 V ,q �5{ z -Z -4r 2 z' I,� f,F M c- -7 O > f D L 4 r,T 10 r, : TL zz� rsF ��ci-' Wrr� r�nnv z.s P, -f . Sia"', �w + u 'Z r,f `1 'iz 13c 140o a Ib I- 6 ,�,f Q L L -L- 40 r,f T L Zil fS� Z K 0c,�, � Zx Ir 7? 7.0 f15 f DL —7 r>F LL. 40 �, f TL 4t F- Ib'' Str�w ua�r,— f,2 ln.n r,F L 5n r>f 4t Flnt a k- 7- OF Snr-, ►,��' W° Z4-C``"� 6IbP�1 M-- Olt ( I,,5 )1/$ e 3-7 = -3� Fb �7��1.5) I,1 CI.Z�, �= 1 �S > IZZ V= 2= `16 Cz)/Z= clb = I't�;, Iz 511 — �r-9' (75" Pch > >_F. z.sC 3) iSe- = 513.•clIl #► ct 31�LI— zXti- �� ZX4 �z" Peh �. ZC3) lZ6 = 336 `1b4 .. ' . • .. az . �.. 1. `�'i �.�.... " w N.• .4f2, ,.t y it. ..i..'s;-mak 1 ;,1r` . u •. , �' ' , .- , - n� � � �� I �4� lJ�. lei •iY�y,}��! '`}' TOFT, D 1f ('v�tr ciy GJk E NEVERS & LEE P ` JOB NO. S�yso *SH- ' =' CONSULTING STRUCTURAL ENGINEERS ,. - f •,1, -N"fr'.j�i.,1.;'` .�'.;� _", '. 111 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 X BY' )/(=D DATE- (�11 S IPPI �v4 � pc,L< F'.) 6A N V'- W,,r Carr V Cwrt ��! �t - w,.� ►�= Cc Cy g, 2 = . 6z (z,$) IG.�t = 2B �s� ; Nrt'A= 27��>t:��~ Arr1�-1 � 7— " ; 25 Z'/ -l" '-5 r, I '/-L' Pe- 9-f. e-9-f. . I Z 6� Z 7 Z,5 2) z - 13 I ou Scr'— R Pr— TZ.20 P—A' {ik,s Ili/gl1 • �c I Z+op /1 SZ' <t �'LS SV ZI o 9 f_ 13`+n -73 VPRZ; � C. 1n5a � i.�i 1F,,�, R��F fz','A e Ve.-5n Lt— 4t--13� q'/Z 51;� ZI.S' S= 1 5:3 -,.,3 w= Z "/' .M= ZIQCzI.S')1/j= 16, 1z0�1 11.5 105.3 = I x'49-. -Z-3 00 cI.Z ) 5= 1 5,3 V = Z3o ov I.�+C Zsoo -6 6.5 = 63 Z 3 SC 1.ZS ) :1: Snn A- 66.5 _ �s/33't� �(l1 Z (zl-5)" C '500') Qf = CZ6/!6�� •�lZi - I -50t' 21_SCIz�, 4 to 10 I, w s — [3ed.oa. LV lh, s Sblp V.1, 150 C -750" _ Zs> Fy = 1510 C1-1S)3Z *IIF 51 T I� �IB�# V= ISS= i,S C15o,In,s = ZI r 4 (�= 30kn 1.5 333 Z- 4A f- 21n SIB$ Iso" FI�t FC1 C. �'I 1�FaYCIo..+ ��M GOJ�.wSCWf�1, r . 3,6S P�P = 3B C4� = IStn 12 x � I, w S_ �.f_ 2,S(3) 15'Lt 3x� flat F—; I1,) -Z 1) = Z b �b = X43 (!Z) / �. 6� ' i7 � 4 �ti. � n� �o'b In4t �3' S = 1,31 W= Z6 C3-) '7:9 IA (z�t/z= IS,da, = 1�6 (1 1.31 = 14,-t P 73 (Z>/i= -73° 1-10 l=►�, -t. Z(Irli 3 y it Flat �, a �' S z- M, 1clor . �n+ I9i4klz)/ 3.bS 63-3 rti" 1tiz T Tib -3r4r C�.r!c�... 3' M='1Z(3)`/L- 12-'r mob- rn6S < IBES/nom N n•rti. Pn+. V• TOFT, DE NEVERS & LEE JOB NO.. 5ls:3. SH. CONSULTING STRUCTURAL ENGINEERS NO. OF ' 1 I 1 MAIDEN LANE, SUITE 500 _ / SAN FRANCISCO, CA 94108-5329 BY _ Kl;n DATE - 6-3-o Z. 6X6�GIRT- L, - ft,,,. V. 1"n - �s ISnS �= z �(1�--►>> 30i 1�b�#71M= �505C1-�5� Ia�� C��t/g =6�:� = 3Z-7 1 61tcr crZ�/ 51.56 - Iqn 135'a Cl.zs>: Ib�a p�; i+ V= -N 6� �',,= I,s C�$bq >/ .s 5z. _ °i3 �scl-zs lob (jx6v(3-tlz.T t�05 Lz' = 7-6(k) 10n� ? �rj TtZZq +1 T--593 M= 370 0� '� ��tic -� = I_S (12z`t)/ cj .5Z ' 61 inb 12Z�t l 6 r 6 Cs IYzT \-v= Z6 C 13) 6,5/ I��zt1z-)i -t,,�3 = -76-7 ,•,; 6 x 6 0„!e._ G',rt - l.'I�,� R W: -5 0 4-) .3 6 6 - 1 � y M - , � 1 s• , / a-� '-7 cl '7;5' 9:l. 417-373o Po,o- 't Vv 3o(z) = 6o a +-LnF P --33rd 2-Ibq T,N. Ro H MA b0 Gni�6 = cIn7 (1Z>/ 6.1z5 - I-�loi r,; < 15100,11)z I7 -g$ v ` -;3 OM 33n`t-7 R: 33 n ZC1Si� �1.33)� I �c A VA 11 w',_, S - ? �o;sr, 5 nw 2n cr M��c rn�„ 5�, Z -7 1 40S > 33 r7 l-r�i -T4 It -11-3, 13cr clnx L a Z' q SZ -nil 7L 6n#� Fiu_� Q_ j1()tF Ls�St/_rin �.f. I�6� C. 62"n �L_ Zn cz� = yn$�(-/-L 9' -7�F i�t�alt �7. qz-5>�In � �,1 ni 1340 > -6 10 -T I I��a ��F croo a -L'. Z.n' M Sr� f. 6 7L > 3r C i- = 60 R= bon L 5 5 v Z6 �. ��1) 6 nn,/l L L > z^ Iz 1 : �c�p�l t-/v-rf) Hu -Lb �_�. 6-7o -6- 1-{,F 5"s T f S1/� I1�/g V.L-. -Zoe 1500- 7 -IL West w;.z I M` Z 6 (,20)'/37 13 -9 011 �h 1*11Tien(1-Z) / lz3_cr = 134'L < 130n CI_z5) V W,= � ZSto�7 �It�SZcz, . 1131 T ?zq�� M=11��5z fh- Iz3.� = 10 53n 2tin� �K04 V= Z.in-Y F 1.5 t*S3 iF 1 �1 t A. TOFT, DE NEVERS & LEE JOB NO. r SH CONSULTING STRUCTURAL ENGINEERS q _ 1 1 1 MAIDEN LANE, SUITE 500 NO..._ 5 OF SAN FRANCISCO, CA 94108-5329 BY �ED DATE R>=v1 in,,-, 6. Srr� y t1�t w �3� Csr> I� zb .� 6, 450".1 6 T(3so a1)/'�l•5` = 6-7 30(6 R= -31Str Floc 6 �_E. Z�1r) -13 Tn H I� 6s^� f 10) 5i6 66 C3n) 6Sn 4 T 3 <3 HUcb6 91fn /n,, to Hpl� 6-1 411 f)P T,= 135nC.tS)< I6�� 53`n n n .-7n-, (30> = zga3+ 14 V 7-� 6>B = 46zo c1 -r>/ SI_Sb = Ito -7 Ib�3 1,5 7 ` 15 ' I IZ P5 35C` y In 6 460 T 'I'�„"jno Hdr at N�stcr f3..r�. 6""� zw3-L .L P= Zu-3z -�103� o ohN� S• T -� = I,5 (IZ`rli � yZ.�S• = 36 Vs 3 1 +, (j Z S gnu Po�t� l��rrr. H;y, (�= 30 L$,5) .1n-7 3n C3.S) 6 = 1623 -1-630 = ZZS3 te- n V I t"k) �r�cc1 Zr� � -Y'a�P nE I3 L 0I0 X L �jQo.' G�����, 6-2,5 rs; - ZT Icl Z5 , ok P= 263`1'A1 T,7 35TIS�S� = 1,5 clads) /�t1,�5 - 55 �5'•r51 C)P(' w,�, ��,,r Z6' S�, w= 3n C�>= 17311 T,� -C. 2-L+-2- > Itoi,i, r fZ- 1-7 )012M (1�fclSnn I;w 6K6 Snag. 1t1w'- Z`tC6�= ►�tnn= IBnn Ibi2 #ID1- UpIiR 'Siao, F. VL -Lo > 14rit 5 6x1 . I� w= z.�(s)= 12,• M= lilbn �„ _ �n,�,,, 163-3 *101- 1rr,= I't'tCl�1-)° Znlblr s�a•,� L„� 6" Z,M PnSt- )=,r.�v..;H q_�. 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"7 SH.'— CONSULTING STRUCTURAL ENGINEERS NO. -7' - ••OF I I 1 MAIDEN LANE, SUITE 500 - - - SAN FRANCISCO, CA 94108-5329 BY Klrh DATE 6-3�nZ Fvl}EY2,r„1!CFSO io- q-nj- 1 T7, Ftp Ft,y Cort. So;1 9. ISoa sE _ N��I„ R�.4 tn.. R p F I3..V' urn Flrnr w-�11 fir, = Z1, I3 15006) ,ebb t SOCot-) I -L0 -3 MS�.I - �Z-O$�I.S` ��S �S( �c IjOO �5 4k;,, qI) —T--, P' 6 °1lZ -3/ p6o:1 6 \,-L/ � _ � 6� r,{ 1 SOQ p, T"p Stat P, = 56`16 w (.� .9 iz. P= S,7`'' M,- 1,5 Cl.�l� 1.5'li �,,z�' -f:., Z -`r �-- — I g,. 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OF 1 1 1 I MAIDEN LANE, SUITE 500 - -.�' SAN FRANCISCO, CA 94108-5329 BY kEk> DATE 1-30 f; C' z5I-3. 1 — Tc,�i1P Z5-?' — _7i$"Stvcr,, G_S A ' 6,, 9J, I go�.l: D P,1�h Q,, ?ISE-- Sty.— f�nlr W/ 11 to 6e S+Vo_�(v S tvc -Ocrl sirnw - 9, IP iNO ll tes {r'1 of �c l l �����•, rc�l� {t �t^� - S. �/./ Isa..f . �v-,s Q�ii�fo �Ivri nrr%C" c.. �y1_ 25 C1E ter V'110,, 13 .,lr C(1�5 Tvvv-�A_ F Ic.n T1l' ' 1/��� fY S �f i 5 t✓ccn wn � 7 ` Cr I 6Yn(ra 6,7 St✓n.,. - (�j ., Ir y -76 1 I .f 1-1 T ol,r Iv- S.�P be -7 .��� cyIi 1cr SfYr`i1L of, tl^r 5fvcrn L,/nn z5-; P-', 5� -Z 3 rsl S+v S1,o.,IA LA—P 7�,e ext�n 7 nF E\'r trsS C_ wnll v`7 kn,.f �qcfJvc to in cy(^ ,CA 4.j r- 11" "fv ccn i Ctr_ �-c —7 �An% t(S 1 cl v..l�� Y cif flV .S+v(Iw- bc)lr: in �h/ .Ih-�l,.�r Lvn 11 Siyr, tL� TI^e L-oc,.1 Pacir< I. C� r j C - -tP t7 tl'r `P� tca �V� I✓r c1��1I$0A/I i 5 Qp X6`1/It�cl = �.3 }�lotf = {PTfr `n /(�\I A �f(10�� �7� �0-` 1/v'Cr�l S�v✓r1,./ ) nc�-f� lj �(ry W°IIS �ri �7n�rn1. 1(1(1,4 4:''rie1 �r.i �-\SC SN!'ov L•�^l`5 t> 9 y 11 A,...\,4;1 0 ov- I Inn'.+ r,1 C'✓nll SiYC'-��.. aF Z Innr r`,i �1-C)c Z % p 1�18nv1 T1/1:S 91/(�, I(1n 1 ^r{r� "f( J I � /I�`I 0.+3 4- nor fb GA 5+..01., 2 �I to �uP Cry e 60f'r.- PPr Li 1� (3) �1-33) _ -2-04-11 sl glj nF �,S\nv h 1/ nf— f% n, , to , hr Pl 5 f` � Zo 4 _, 1,3n � QK TOFT, DE NEVEAS & LEE SUBJECT STRUCTURAL ENGINEERS. SAN FRANCISCO, CALIF. REVISED STRUCTURAL. CALCULATIONS FOR PLAN REVIEW APPROVAL JAN 0 6 2003 UNNART PETERSEN POWERS ASSOCIATES ' ` >tee 011 1. �} ION al", i x. \ BUTTE COUNTY, CALIFORNIA RECEIVED NOV 0 5 2002 UMAdSACRAMENTO SSS WERS r 5 O £" JOB N0: SH No of; 1,'g BY KED ' DATE 10-30-02' . .r REVISED STRUCTURAL. CALCULATIONS FOR PLAN REVIEW APPROVAL JAN 0 6 2003 UNNART PETERSEN POWERS ASSOCIATES ' ` >tee 011 1. �} ION al", i x. \ BUTTE COUNTY, CALIFORNIA RECEIVED NOV 0 5 2002 UMAdSACRAMENTO SSS WERS r TOFT, DE•NEVERS & LEE CONSULTING STRUCTURAL ENGINEERS I i I MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 fz"-f T' 1-2- 7_1t ZZ1t GA In 'it" Pw,A 1,-7 �, e to" Ce11„lnsc 1. s. z.n. >f 11 1/�" G c I zt(\n > Z' -n" t, I �5-f sig „ G7r `3o�—I Z•, -7 P> f Nlisc I.(1 P,-' q.s rS f � 2. V v -g 1) L q. S ►� )= lo r, f LL Ib Ps F IL 16 r+f Ln- Rte,, f - Fl.,t C I,S 'IZ> Zy- Cr n, St«1 rzr..f I.o P5 -f l.-7 r f Il�•g (z,1 9(1xL a Z' I.q r>f G,r „f P�J_u R,, z4 GA s ,.�1 2MT I , n r>{ �x V.� P. Z- Z" Zt s Z' 1, 5 r, E c T) L 4 �,� t -L I TL -2- y- 0 Pinny 3�Yw,,-A r�rnv 2.5 r,- 3�� „ nw-+ z.; r.,f 9 1iZ I3C I `-goo a Ib I, 6>f r 1� L �, { !, 4 n �,f 'r L j-ov.,. Flrnr -,-10 Y" f z7' 7.0 l f D -7 LL to ry f TL It P, F- -t-ll , 0 re f rL; << ln.1) r,f DL. 5c)P>f. Pnr,1^ PvY1,-5 -3-It. P1.,t a 4-' -47- n3: - �y �75�1,5) I,1 Cl,z7 )= I �S > IZZ V:- =(i :iSrr p,3 -� -t 1, 2-4- (75" F. Z.SC 3) 15e4- = S13� tl gx 31�L,1- -1-4- �, 2x4 ez' Pew -�, -ze3) 1 = 336 cl -�r-+ F1,t F� c, — 13F�YOow W I.y Gr 0,/e 4 C Well ) 1 w . 3o C 1) z.5 /4 = 37 Alt M 33 C4) ' TOFT, DE NEVERS &LEE Pt-P�.aer ^may ` JOB NO 57y'o SH. CONSULTING STRUCTURAL ENGINEERS NO. - -.OF 1 1 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94 1 08-5 329 BY V ED DATE*' l REv I„5-1=1� VCEp In -3p n� �0-s SA GA N,- w,.,r Corry 6 3 4 �ti; n•� (wet t✓�r,Ft - w,.� 1�= cc Cy g, 1 = f;z CZ,$� Ib,�t = 2B rs� , Nftt 2,-2 5'-0”Spn« ).f. 1`� r -,t nr.r1;-k Zn,, Z7, Scrr,,.. De,k 44 q ,t Z,, -t . 5 1 .,t„ Pe.) 9 -f. 1Z 6 7-7 ( "Z,5 { 2),z = S i° pec scr, R�� �,7 Pe." ►, g ,4,_) V, ROD I�bE{e„s II -)/g1, r�c I ti-oo 7I = I4ri > :Z� �Z� = Szi, LSSV.zIn 9 f. 13y� �z-13 VPRz. �)_r. 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I C 1. z,- ') = ( $ () ; 1> 1 ,: ,~ P-= 71 Cz-) /L = 73 1-16a -r- 1-j. q r , Zclns) I. -t (6) = Zl`l� -7 R It Flo+ ��"� 2 #� 1. cl 1+ �y _ I °I H e I -L 3, 6 5 63-3 /04 -3' M' 1Z�3)`/t- 32-4 -b: INN T Tib - C � M PQrj • . , c GG j .. 7 a � c CA c ^ r•^ r, ,f. Do pn rJ Z V C �'3 w Q— V �r v a- v, r 0 No �; tJ � ,. d z `• r' 3 _ (n W = p rI^ c Mit z � r N VN rj ri n M _re, r3 r r r^ V rJ f ( \ 6 n n G G g v C4 ri ri n N r4 LP I! ._ v r, Z - c r f _ rte► c a� a 2 r Pr c3'itL rJ yr a ,� r, '� > -o 70 * cr j _ N G �. rt Q h° - 4 C j- , 3 3 ri v r V +1► Yk 3 '�' k•f' cl' r,n �"I �o C - C -06 V rj rj 4- I- LUc —TP nk)a II` W G 1 CD � — r3 C- -I r �o _c �� N (n ,p S ' X 6 O c- k \ C po J w o tn m C t> Ir f r' `� y, a C M ri N7 m C' i N '� I n \ �l DO 1 r n VN ° L^ r IJl sk � a r r, M a" 4s r' I r r' N zrj U r -I ✓ lh v , 'p ri Cl f W�,�; d M�^ rp r Z Irz °u ,� . c v F' r, I _ c ro r" 3 r cy N w '� i-. ,. rdp`- �o F- �� r �D r r' y` '! I zo 41 s`>L/L/ = LL z H S- 1-4 G H x --c o Q a 10 =o .p -o [i S z ^ TOFT, DE NEVERS &LEE JOB NO."° CONSULTING STRUCTURAL ENGINEERS _ 5 OF - p� 1 I I MAIDEN LANE, SUITE 500 NO. --. SAN FRANCISCO, CA 94108-5329 BY KED DATE 6-3'oz Den r r 6, ail �s M 2k5n [iso �;, ; 1 5 (I�Ff,�/'� >` = 6� r,;, �µ i'Iyc6b Uri.�c 1���� Movre,� 13nr1, 7' Sra� w' 30 (6 J .5 -W7 7 ---�3 M = 6 -,c c L,)' Z6 cin Z- 6nn <11 / 2,.�3' Ill, H U c bb rl.f 2 o) In b 5n )•jav �t 1, /n to Hn11 6 1 n T,= 53P= " >' z�n� 13 (�� ,��-� (30>= 46z0 1�n T 3.5 T�n3c� I.�I,l . 1�, C3� fir)/ S � lZ FIs, r 35'.5 �) ICl 6 rs,,oK r� /fZ — - 6�� Zlbo M' 1300 c— I-) oll-r TzZr,o 41AY ok P--Jfr Ij F In 6--� 6-zs no�t5 li�rtn. H,.�, (�= 30 CI'S .,o—, kA t 3., C3,S) (, = 1623 -►- 3o De- 'Ri rz P,-, t Jc5-) = Z g z 5# (iv r �s 4�c,9P nE r3E 010 X L �ec.;� G��f��� 6--2,5rs� �.E. 6 C 1,5Z`l -2- '5 , ok P= 3nitli M= 3�tnC3.5)(zt= 2b34tAI T7 Sx-i #I WF Orr` JO,ti t 26 '7r TSS . Z`t'Z> IZM��f�15r,n 1;j, 6X& W 11 nn 4r,= -7-7ol y1 < [6�� It) I= U Ff��? li TE'4 1 F. ': 12 > (y- l = 711j 161-3 *1 nF Lo S 2010— I� 6xl(.) I� w= Z4c5)- I2r nn= 4�bn �„ r y��.,Qr TOFT, DE NEVERS & LEE JOB NO. SH. CONSULTING STRUCTURAL ENGINEERS 0- 1 1 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 BY DATE } W Scrrr. Po�.1,. ��r �` Z13� T �� 6K IqF / - _..... Z -13n r ��z- ��1� 37 V ��Zn �.,' 1,5 (ti -Lo) / 41,v5 = 66 I1 y' i °K Pnrc� N �, PJ w 10.5' 5 p._ w= 4-C3n) ,707 - S5 A/I M er M/- 3o = ci6n" IA - , 12$3 �96� )Ip.S = IZ`13AI = I'Ll3 (IL) / 7,1--�`%= ?15 rs; I`Jnrl. FI;In- co, V:, cr 51/11} x IAV 11 1C',, -71/Z 1h'i' M 10- g.R_ q r `t 7R,1 n= 3n (moi) 17 = 153n� %I gAL4t °ln�l IS3n 2 x Her eir.-, 5' cI -k71 t/I > -3 n CIS) .7n7 = "� I(l, 0 - Floor Jt,i��rJ �Ihl1 13C 1 �to0 a 16 Sr��� ►z' R = S`1 e/L� 4-c��i> = 53 /1 �� 9-� 12n i TL 6* 6`f- • Fv. 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Zbn �4"i, 5 w= .33C5"1= 16.5 74 Thc--1 P� Z"'t Z -(b -q 0Tf CL ;{- �3i( 6-� InS = 41 ��r ?`-tjn -_ ,- i �' ' � 1 _ 1 r•-•t1 y('v. _ S.IYP-,� +^� 21. lil(?nl p"k PSS lilt Sfvo` 97 llio I- s Tis IP Des -)N nvr PISS - 5{Yow W/ l% to fir S tv«n(a w I, tes 4!a PC) {f�►�.;- 5� (�v-, s Ob i�P0 qVA pY'c%chtt.J c� _ 2 5 CIE �C t -T� I1 ( L I �i I> 'I�� Cpr, SiOr i t-- wn I1 6rncc-1. 17 tc�4ta E� —76 1 ,fT-a.rr C,rf. slar) 13y -7 J• cy li_a�. sfv(, h (�f fl f sf vccn k -/n") Z53 p1', 1, "Of 753 ps, s+�«, IA -P vlE;��tr �F Z ZS3 —l7 Qxtr1 ��no�; �7 nF t1 c CQS Ff I will w.,LL� l/1,, P err �VC to Inc1fcn5C.1 5�v(M,h^ C1� iL� Sfvccn clC!t- tvf —7a,) a A/,, cif t -c S+v('w t'hf •Ih-(II^..P �„nl1 St�r1, rH Tie %-0M4 Flllill n (or 'Pam 4nr - n - ;rtr t7 -) be t wry• tom(' Ccs Tea V, lu? c, h.e AVS -,IV, v,t.P of 1$��n �y -761/1-jo, �},3 • NllfC = rP �fr �[� (A` Pl4 IZC//(I��ort �7 �' �(t- ,�/f�� 'S�r./�t y/i.t rjc�L-(�^� 5 �(cv w^115 �t"C �7(11ln1 1(lA rl Tt`r �Cr C't1v h-`,(� SY`Cav W^ISS S> 9 �ilvf 7/ 43' F�YYr (,c `);vert• — 5{int �� Icy IMCIYP ec1 •S PV✓n F i (' II cv avv — n00 ri 1"Isu�- • 51��,/s � stYr��l.., aF Z Inn �, � C Q T�rl':S .. 9, I (�nri T`�� 4r-. I J I I�'1 U r 4 3 11 Ib GR 54 p1.� .a 41' ft, Kr t"r k 60(gc PIt,}„ pY�_.aP '7 I� c3) C11-33 > _ 20 4 I c1E QII11. t, 1r St�e� ; f r�� s Iry f4. fhr P1 S r_ � ZO 4 ;l K wb-at a, a. �.�, ' t .., » :�itc.j n i -,-1. � r. ! ..i,. �iSi'�.itl'' ar ts._,r! «C." -.t, .. `s�. •c • . y. ✓ � . ' .� iG. 4 .I � C} .,�:I r'.' •r�, � ''��41 =rt f.. �r'�''�.5,'` �`s,"..x r -sF 7ria'1� r �-' �'��;•�t���� �l±e w .. TOFT,,.DE NEVER§ & LEE'' `� _` x �5 ' CONSULTING'STRUCTURAL ENGINEERS. �"�` "»�•'� °"?�ti,�-" '' .Joe NO, « •` •` a ' 111lMAIDEN LANE, SUITE 500 . _ SAN FRANCISCO, CA 94108-5329 BY i �' ' � 1 _ 1 r•-•t1 y('v. _ S.IYP-,� +^� 21. lil(?nl p"k PSS lilt Sfvo` 97 llio I- s Tis IP Des -)N nvr PISS - 5{Yow W/ l% to fir S tv«n(a w I, tes 4!a PC) {f�►�.;- 5� (�v-, s Ob i�P0 qVA pY'c%chtt.J c� _ 2 5 CIE �C t -T� I1 ( L I �i I> 'I�� Cpr, SiOr i t-- wn I1 6rncc-1. 17 tc�4ta E� —76 1 ,fT-a.rr C,rf. slar) 13y -7 J• cy li_a�. sfv(, h (�f fl f sf vccn k -/n") Z53 p1', 1, "Of 753 ps, s+�«, IA -P vlE;��tr �F Z ZS3 —l7 Qxtr1 ��no�; �7 nF t1 c CQS Ff I will w.,LL� l/1,, P err �VC to Inc1fcn5C.1 5�v(M,h^ C1� iL� Sfvccn clC!t- tvf —7a,) a A/,, cif t -c S+v('w t'hf •Ih-(II^..P �„nl1 St�r1, rH Tie %-0M4 Flllill n (or 'Pam 4nr - n - ;rtr t7 -) be t wry• tom(' Ccs Tea V, lu? c, h.e AVS -,IV, v,t.P of 1$��n �y -761/1-jo, �},3 • NllfC = rP �fr �[� (A` Pl4 IZC//(I��ort �7 �' �(t- ,�/f�� 'S�r./�t y/i.t rjc�L-(�^� 5 �(cv w^115 �t"C �7(11ln1 1(lA rl Tt`r �Cr C't1v h-`,(� SY`Cav W^ISS S> 9 �ilvf 7/ 43' F�YYr (,c `);vert• — 5{int �� Icy IMCIYP ec1 •S PV✓n F i (' II cv avv — n00 ri 1"Isu�- • 51��,/s � stYr��l.., aF Z Inn �, � C Q T�rl':S .. 9, I (�nri T`�� 4r-. I J I I�'1 U r 4 3 11 Ib GR 54 p1.� .a 41' ft, Kr t"r k 60(gc PIt,}„ pY�_.aP '7 I� c3) C11-33 > _ 20 4 I c1E QII11. t, 1r St�e� ; f r�� s Iry f4. fhr P1 S r_ � ZO 4 ;l K TOR, DE NEVERS & LEE SUBJECT JOB NO: '5758,'SH '0- -STRUCTURAL 'STRUCTURAL ENGINEERS NO.of 23 SAN FRANCISCO, CALIF. BY KED DATE 10-30=02 ADDITIONAL STRUCTURAL CALCULATIONS FOR PLAN REVIEW APPROVAL JAN 0 6 2003 WHOT PETERSEN POWERS ASSOCIATES MO. Ink IMU BUTTE COUNTY, CALIFORNIA No. 2153 EXP. 12-31-05 �sf SjRUCiUR�� � � i NF y ._,-e .� t '3 .�,x't �.� .W � }..:. �, � a ?..i �.��w � � �:,:s,` -wi h i y.t �..�a�3Y •' yi .x yti s �:..;� Ir 5� ^+e. t �'i s S �.;.: II•`"ti x .. x ��.� � r,.at " � �.'?.. 4,., -; ;5. � 1 }r.,; �i �Ya, r �Y tis x , L r�`".V ; � •r+.t . jt. .i • �-ti' "' ra Y'- r+'� r'�.i � i;.R TOFT,E DE 8c"LEE pYPrri err;o,� �es y�' ioe No} .S�S$'SH • CONSULTING STRUCTURAL ENGINEERS '"i; aj:. �„5 _,..� OF I I I MAIDEN LANE, SUITE 500 v_ _ N4 z '� ,..` SAN FRANCISCO, CA 94108-5329 _ Y BY h �DATE�n'3O'nZ.t. -`Arai —117i NnTEy�prov", -roorWraof'- Qv.c{ P�"17 ip 3 sepc,-"'}P S�vbrr (/vs }S Scec'fOr 0" t('rinr J 1 —7 " [� r �raA-,�� 7Q f',rn n OJfrnll porctn Y"A Ar'crrly po,1n ~rr(4 Jlr--CC0 tkcsP 3 VNIts os qro fnprjjtf c0\—ew.f, ECS Z0NF 3Sp Cq= ,36 rz 4-5(pi 5E,) ( Di\;:,3 AIlov—blr 5frrN, Dc,,�- G -boy - CSC I61 -Z.3. -z) W Cf3C 16 3.2.1 Cao -S 'Zo mph P= Ce e2 = 6Z CI -V) 16,x+- = 1-3.-L ,ref PoYc�, 200{ �;��r .�. — , �Ff,.., Mr� ROOF- n L = A- , 5lp 61r ROOF FRA M1 N G REF NOP,Ti G -W '/pIAPNRACrm- NOWT" 6 52..r= Vz.I- �I G-nvl�rL►N 5 -W �nIAP1iRACcM- SttvTlf 6�� / SZr = �Z'.� �� :CroVF-rZ0 S i � t .. *'44 I' 00% l.c k� {Y ,>�r 1 4-� �> lT i„y T _ - y ?' 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I �Ro z�9 ��// 6 SeeRSM-�n17T cFlo►Ln 1-7 9 = 16 I a REF uo n_7 H V% = Z%1i Cns3p" �- I bIC.Si JZZ� V('r� �� Z� �iZZ� D�-�- 'X 6q-5 Ve•l C7 V = O = 1-79 C.5) — 16 I ens 3O /ya/I �n1APH I2. 1 t RF_FF_R TO I CS E S REPnt2T _ER -Z-)S_7 5A N l/- Wov(' Cnrv.�nirrl - n013 IMSA C P -7,z - C F— 17/3 l7ivcP Cv- - -V-s FI„fes �aVP �t,tn�/r �-iEcl. ci�A 5� nflow0- 'Apotln CF -?/-t ave �1�n�vc��w VCI0\jrr . L 1 GFA Nv- Wove cn,,,/5n t to V✓/ 1 — q zyyl IvArA:fl,e SM"^rS(>�ll�(�('r �Z11 Covv-)e vt s�rrr.h k - # �Z - I �{- 5�cc f w+p (^1 Scrc�-s CTS I•c] �{-j�Sl�r S Pn� s a Z4" 7--16ATN,7sr_ RrFc Eo R-"Z.7S•7. r_ Zn ZtGA TPL-I,a-z1,r 4 T-l;'�S 94. Ise Che�LC � WrS. a �� to �I�oh ge+fVL C-3.-1 ,Yvr�ly�� \,vl. 1..5" Pe, q J, g 5 l (1-7 # = Z 1 / 1 7 I Z . �1 / 1 Zr��' v,A,, At rl,C 1�9t 3'/1l 1-C. 'il1Z 7 12.x' A/I {o 6-"& �Tr P\^tc P2.5 , Z��' -f ,(4i�/Z = 11 . >j IZ.Li' C�nC�lc Ri1H 1)n11f cko, R�.O-1 �- lbd C z�1 I 777%` t0 tIiP ` # °I w; 5_ �, I-5 Pew - Dc'k;j 1 70 -_VV)-. Ilt-Z.>-71 or S�P� Tri �Cc• t� 2��� GK6 7 - 1 1 x3V a 1 6l� '�_F. Ci)15Z(16)1,33 =-303 TOFT, DE NEVERS & LEE CONSULTING STRUCTURAL ENGINEERS:. I I 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 NOTE'' = VV PQr�1� IN w AN.,�� S17 JQVAVf V"'� I'j -��n C�p�lc ti/—S /(y�P• Tl Z-2�Z �`t a Z�-n" i�irr�h�), �ivn.-1 23";"t;web 1.-1 �YiF Z f I 1 l - I w irh 13 . Z C -L Z 5 3 # G -n,(, -, fz"( Z—IbA To{t) C. -{- Z<<t�� I.SC►•33�= �6� ' S3 pad w�n S '.L - *q x A-" L4 -A)" tr, S+� �- Z CIz6 Cz-) 1.33 = 6'7Z" > S3� ToT—�••',�V Vic\" 7, — 1b-! I -F. t = Z7 of p —1-153" NAIc` A j k TY",b..fc, \/V ri to �f r0�r�^ �rnf l'� 3 S9vorr t�-�iS -(=w- N- s L,,+ r-, I CZ„n., 5 C0 I WnkGarLrnF - I0 C-2, = 6-7 6 n /L wS 4' -awAi, � �r1Ac� = rSSn�15fC't�'%IZ! - �6 V-1; = 676n zt13 VT- .1Lr CIL V, M r1 fy{ � T 13-z Czz C10 190+' ry REF V -7 7, 6 -#/I \N11c4 r1Imo F = 13,z (Z.S') = 33 p , � 13,Z (-7,5') -L-Ll �iT n ;J G TOFT, DE NEVERS &. LEE CONSULTING STRUCTURAL ENGINEERS I 1 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 Cck L L E< -Td R V\/c-,t S9)V—P LpoVfWG- w65T 5PL-IcE AT kkIP BMS7 �Z JOB NO. SH.'- - NO. 7 OF . Z3 — BY E17 DATE I11-30- LOAp --� 4 yr = ,1 �►-Sz 3.s_L -7' P15E' SHEAR W,/ L -L5 LT= 3-S'+�'+3,51 I + 4-' Z.s' I b GA S+AyI,', ' `*" � s = Zn, s' > 7 I � Srr Z3 Zp1ss - 14"152/Z(1,5 5P1;,r CA -a, bxb of Kr 131- -71 11 I 4ctb + Zti 3 - S 4t 4.5 - -71 CSS= Ll37�r Srr r ZZ CIV,("(- Up l; rt rlortl, - S n,`v C T3cv, 't- EVA N0, tv -Ls' W�0 P,0 = -7) C$) " Sb $L zi3 DL = ,d- 50V5fX2-5'-3'`+ Ino ><41-'x�.�') x _ �6-7 > S677=I, Snv� Z-5'ygr ll PIP = 7 1 P,/IC -1' i = 1�hcl-7 a zip n L = . 6 7 C5 nr„4 x Z' x -3" -+ in ,f - , �_,' _ _7 - 3 > 4� " N n Y Iti 4-' W ., I 1 P -r - -J I " ' ( -7') ' `+ 11-)' 0 = .i7(s0r,f <Z'-'3 I0psf"s,Is. x�,5= gZI� > 4`�-J� so h. 4-, W 11 P„p - -71 r/ cl ' i = 6 3 °1 DL = 6-) Csor,,.( Z',. 9' + 10p,fx 4'x �.s' + z31n > 63°1 Nn�i�. -Nosh^ 3,7' w,11 a = 7j �q`) = 63-1p p 6x� Har -Hn �irS 1.75'x1' t10rsf x3.'73'X 7,5'1 308o(3-)) 1316 > 63 1 3.5' V4,i\ Pl -- —? l p" �-n - 6 3-IqqP Notr : nc>E COnF ok Z �kC+SCrF.r 6-7 C'30 PSF x l,>>91 -+--7-5r,E x S'X 9' ) = 12-3 1-4 > b 3 q # Nor h. 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I�Z Z" P156" OVf r S tto- talc $ w/ 16 GA S- o(Xr, Lt'" > a�;z Iso l/I > 60, S i I / See P. -7- Sp1 �e Co,1. 6X6 ,k�i�v C�>ti, S rr�.t = 60,5 T= -756 -r 18Z - SC Ib,S � - 54tLr,5 = 3+1 SrP r Z-7 S,_ 7_p Sova 3' VVgoj P„r, = 60.S r-3') 4g /t-� Z�3 11) L = 6 -1 `50 si x I,5 % $' 2s E r Z'� ' + 10 f x�t'> ss- - V W,o P,,� = 6n-5 ��, C-7' = zrz41 DL = 6-7 ( 5n r-,( x S W3,9 np,t n 315 Z X'-rl1)0>FAs'x7,i,i 61 r> wol. P«,() _ 60.5 (�� _ �Z 4t -t zi3 ISL = 6� �Sn�SE x2.5'x9'+ Inr,�yb,iSx�.�'� - In 6�� �Z4�# North - 5' w�11 P p = 6n S ,IC°t'� - 5�5 6rNa.-N',p13-� zi3 nl,= 6-1 }1,151xc,' *10o,Ex�+'ri�_s'+ z31nC3 ))= I�r�1 5 nv t�+S 7 ' W�11 p _qi NO, 7 rvr 6o_s ( 1 ) _ 54S 6K�t1�r-H•�PI3-% nL = 6- (Sn r5t x I.S'x �' I�t„f x 3'x�.s' t 3�C3r,>> = 1Zr11 > SL-tS# woYh� - Nt-f-v -5' Wo60,c5l (el, _ S45 Nntr_ P1SF C��h o� �f��C�t nn -7-1 -5 0L = .6-7 C 50 �yf x 1_S'x `1' r Z5�+,f x 6.5'x 9'+ I(lf r �t'>>.5'�• 1633 S L+S NoYtu sf Sovtl- 11' w, i\ P«,(= 60-S ('80) - 4� 1-+1 z1-1, 0 L = . b -,� ( � 0 r >E r b,;' x ) = t -7 4k- Z:4 > Z- 3-3 6 x-6 Tyr p1l4 f 50n,, zz' - Tit, r S Clot- of V4r,11 Ls,-4 �a -,pp= Cie C"(Z.5)/2r,cl.,r)wr, C-1,5 Zlwp wE� = Z► C 5o r•,(- S rs-c C 15')) = 67 / \A; -A < PI,� P= VV _ ►Z --2-r �-�,5')= q1 -S M = 5(`Zz�-/� = 2�b��,,= Z�673(1z)/-z7.�3= It�11�,�� 13S�(133� V = 2 = SC 'i I.-;) I 1 = 503 -�� _ " 1-5 ('3t, / S.S7L : 25 r", h�jC66 1.) 715 156"s ' TO FT, DE NEVERS &LEE '� JOB' No: '{sH rxJ: CONSULTING STRUCTURAL ENGINEERS �r•� q , ti -7' I I 1 MAIDEN LANE, SUITE 500 K, , SAN FRANCISCO, CA 94108-5329 BY EI DATE-In�3n-n2' wr5fIJ v v m.f: IBJ r C -Z 4. ') _L + 4- r y F C zZ. ' � (z 6' i -� (3 n o,.c c its ') z z' = I -3/ 0 f'f) VR= W i - -I a. 19oo �/ w=13,Z"7�6')--79P/1 ; REF- WRTh i 9-�- I--? C)' - 3°I.6u'' Cl�ov 1 Force = '150 (6') /Z 'I-' . -L-3'3# See r -L -L Flo,- 4,\ by 6 �_w -y i V= 13s/12= TQM o. 13 I I� ZFw = clso / zat- sco rl • 1 � _ ?,,A io I-, -r -Z' fz,�E,,5 TOFT DE NEVERS & LEE CONSULTING STRUCTURAL ENGINEERS 11 I MAIDEN LANE, SUITE 500 _ SAN FRANCISCO, CA 94108-5329 wr, t QedYMr W_ �a>t P15F' W�11S LT= /t1+ 2/AS. i n � ove, Sfrc,.,, &Ics w/ 16GA S+ptf> Z' w� i1i VZ, �7_ 0 6� / l Z — 1# 1 x3i1 L x 1 �/^rlfr pM!^ �0 C — ZX Rc, F1fYS 9.F. ZX157- C 1.337 = 40Lt_# > 106 A-;5 — 7- f ►-"-c- To 6x6 To P- 4-50 > 106 HQ2-— 6,4 Ir(7 /I 'Z to > t06 Z -1W — T to 715E 9J. 23J0 Stier Tr��StfY — 1-p iz' 1r/��i V,zr „ 1-(. nn' 3 Z30� L-364 b36 ' — S1ne_ V4' 6 6 q, . 45o4/-2_'=. zzS�91 wQ5 E- P15f-' W", \s L - T= 9j+9'+%'-} SI = 30' vP15T- 950 # /S() I= 50#/3Q1= 32#/I Z PISE' 0,/fr Skew L&w ales q_f, 1-3 cl /' 7 3Z A/I 5 -A11 W4il5 Z- # i x31/1 a Z' 2-•t kn R,,+k c)S. > 3zcZ�_ 6�/1Cgnh L?�ry> Z/AS.I A'�5 a li" _f . 450 r/I 6 e4 -a/1 HV -L6 I' 0i1 A/I Z -IW a z' qk 1,90/L = l `t0 T"t to ?11)F— Zx -f 1190 /1 -> 53 cP- z3) r REF NORTH TOFT, DE NEVERS & LEE CONSULTING STRUCTURAL ENGINEERS .. . 1 1 I MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 JOB NO. :S SH.: NO. I'I, OF' Z3'•' BY Kn DATE Zia DL = .67 ( 5In0,f- X 3-S','' + Ior,f -� Z.5'` 13')= 1156# :--1 15, -Z .QPdYoo►., � ! >_1 Chew Vpl;�t — WPst .L W,„9 S9.,a•r NQS NoYii, 't' WWII Pp = 53 (V _ 'A - Z - 't z/3 o = 6-7 ( 50 �5f xZ'x �' In�„f x 4'-15') = -73- > -tj Lfa 2�3 1)L Cs0r�fxz'x�' r Plr 477 z�3 r) = 67 Cs�rS� .� 6'x�'�- 1'3oc1 7# worth Z' W�11 P,p _ 53 " (3') = 15cl* zi3DL= 6-(5(1�,5fx 1'- 2- Z6-3 15�# z' wol Pr - 53 ` ($I) = g -z -,+W z�3 DL— - . 67 C9 f x 1'x�'+ ZSrSfx Z'x�'+'Or,,fx wes>: W,115 kin,,,- Sc,t'� C Begl— Ql N�rM � 1i ' Pr = ZC3z Z�3 D = .6-� C 5n� ), s' x -3' )= 1201. IelZ So,t' 7' W�11 Pyr = ZCIZ1,/1� -31 = '312.p Zia DL = .67 ( 5In0,f- X 3-S','' + Ior,f -� Z.5'` 13')= 1156# :--1 15, -Z �� �Jt�:ri.'i ♦e ern �. - a. f:' i 'yL .. _41-) '... TOFT; DE NEVERS & LEE JOB NO. ''S1S'$ r SH.-i _ CONSULTING STRUCTURAL ENGINEERS 2� NO. IZ OF -.Jz J 1 1 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 BY D 1(•1, -3Q -(1Z a S t Mds tPr �Pdyoov., IN >tig S9yarP — N— F Q wo", = to r5� Cz�-'�� I O �s� C�i'�Z { 4P, f Ch')Z + 50o,fy- V R= Uc- ' 13 . Z r � � � Z'i �� 6 1 = ) X10 0 # (an "t , 5 Moo * 41 w= 13.7 Ps6') = 76I R'EF NORT4 PI S,1E W�'1\5 130 / z9,5' = 3 -7 57t: Q rr s�'rn (��Ics ear Tv�rs.� — Ail Ifi,t!5 152 C 1.-�3) = zn z rl > 3-7 */i� (Sots l i-tsj A35 I z'' �. f- 450 .1 7 4- Av Z b a Z� ( Z��er Lih� ' -.� �. �' �J '•i,^ ,aX^'.`y '� ,l,.. C .y.!`i. y, ti 1n . ,. ii '.! • r� tl..r.�.. j_A-kl,,yr� ' +Y'r� Ariy.Ni i�,': i'6;. f • 4. .4 L • . rr - ( 7 R.Y t... • '_ .. J". • Y t _ ~TOFT, �. l'9 r Y +Y. �*"vyvl'l+tlY5' �j7�yi +ri' Y =H 'i t _ .. DE NEVERS & LEE W . , �r !.k . lOB NO'" t5�S1` ;SH.~� - CONSULTING STRUCTURAL ENGINEERS - NO I I I MAIDEN LANE, SUITE 500 OF SAN FRANCISCO, CA 94108-5329gy KEo 'f.DATE` t!�3o•-oZ L Y1.y. VV;` J —1 EO51. K`' S.ter 9C'.A N-5 i iY/nrp r F _r_��I—i.-1=�•Ij.! �,��� r 1 VVc7t P►SE' W�t�S LT. = 12'+ S' { �,S' _ �1.s' y_.`=t "_.`►_T{',_� 2P 15£ = cl5o Q' 5E' ` n ycSifl— 91105 w/ I b G -A SAg, 1,> 5� \ V,y't S�nPrr 'T��§fpr �0 So.l� (�"6 C�llt��r� c= �� ��.�� = Zlt 1/�= �t�h/ 111 - .Zsfl�i �3� > Z' �_f. . 2zs > Z.S #�/, 'n✓ - . S t,Q fro �, Fer n IZ' W� 11 Z — 1/Z > Z5 =12-(4-4cS)- ze��?6 g`519VIz. 1 �,�. ff r �.r. I�� (I�t> = 3z3n > Szq# Z—A35 H;.P ge. , to PtSE' 2x'+ e)_f. �Inn'� > Sz?� PI S,1E W�'1\5 130 / z9,5' = 3 -7 57t: Q rr s�'rn (��Ics ear Tv�rs.� — Ail Ifi,t!5 152 C 1.-�3) = zn z rl > 3-7 */i� (Sots l i-tsj A35 I z'' �. f- 450 .1 7 4- Av Z b a Z� ( Z��er Lih� TOFT, DE NEVE-RS & LEE CONSULTING STRUCTURAL ENGINEERS NO. 1 I 1 MAIDEN LANE, SUITE 500- SAN FRANCISCO, CA 94108-5329 BY KP -D C%yct-4 V t Mn-Afl-'Rov'r,,,. Wpy l t'1-- No, I,Q,'F---k D L = 67 ( 50 r5 E ><.Z.z5'x �' t 7 5 r,F x Z' x 71 -3 ir�rtt, 45' w-.0 P,, = 4�t" C -7 = 30-S' 1)L = . 67 5'-9' -* In��f x �,s'�3'>- 633 3t`,:z 1)L _ ,6 7 CSnr�f x Z,5' x 9' t I���f xI.S'rti'�- -7'1y-� 3n$ �In�1Y, Sn to IZ' !<,ll P✓p - 4} -Lr -;/I C ) 311 6 $ { x b1 x FnSF N t1 r �.,, >; • 5 c. f In 4' W 1\ Pr = Z 3-7 / I ) '= S 11 Z f, n It cl Csnr15f � z,z5`x 13' + ;ny„� r 3'• 4.s') = b>zzz, +N"k -7C37tv1 ) S' - 37n SCSrY Z.S,x �1 -t 1nr�( Y II>, C11) 7qI � � 370# _ )a _\(j "°1 9x9 C} 5'91 � vz 9- •� 4�r, ���u SnvanUsj J 91 ros OZ=11/SIZ =/L 1ibez< I,/4 OLI tlya^'14n1M 9 z Y /M p I Y\' u (Cl'Al - r•H (j „z/1 10 Zi/ ( 7/9�J�lu/L. t+1-;_1 A u I 3nkpV/`W3Sr-UD SI C3?1vflt75 7 kV211 rt3 U1 J U J t1 rA U l N (� E� U?SbM(ANIM 1•���) U3'1-13(jUW S -V OV0 1 J Hl sva♦ N -\)} S 51 C v w vM 39-7 3 a-dvmarvlM -1b%tZ>/d) -.b 1V 1 (V UI 1�3?J�1�� 3H1 - S�NIM Z �Nl �9 u3u�ia NS -� ���vll�bd 5► 3�+bn� Wi jlN3i 3H1 .31ON s 'n111/M�a-, 'iL2 = ,ZZ X I.e47•ZI }Q rU-1 "\,-°d rv-y ;34 N ) _N �� ,was it r-� 4 $ - �J l� '1 ri U U -d CA vM(kr, I M wo-ri M � r _.awl)7 5-9rlM w.wzluq% 3,b (AB U-191NS S1• 0VU"1 y._iUva n..0 -•I - _d{u •�,ZV U4 -UI 31VQ -G13\,...�.AB _.. •_ - . . � t �:—....._..�...._s._. 6ZE5-80176 VO '075 NV2id NVS `T GON OOG3.Lins'3NV1N3OIVW III �+* .�i I r - - S833NION3 -iv8nionu.LS ONu-in$N07 `1=lO.L W., 'Sp :i* �r�'• f h•• -t .�-:� L� - .. MS k .� � �. .r , } , i ^'h �j°�S'M i � m �x � ��� �t t X -n . A� ( i � fig. �*�yj'� �r; f 4 `qE..� ? * YiV Y i•. d � ''�� r Trt n i �t .r S ZA a;..� � y ».� r� rr�.,i`'z. - � xis, l'r T 1 . l� i � �, rg (` �`)"�""` , t�. "' �'y°�f, t.. i !L'3: TOFT, DE NEVERS & LEE .. CONSULTING STRUCTURAL ENGINEERS 1 1 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108'5329 a -7.5'. 3_5' V= 1 150 lip ^1/r,,sE = Iso 4/ zo,5 = 73 i1 C cih,. 0-6 Q)Iker-Fn,s Cn P156' I4,1\S L= 3' JOB NO NO. 177 OF. BY Kfin DATE 1()'-10--67- . M� Fib, Pw.l Intn11 SFi F( r,` .i P\.,r" - I/y^ I >_® 5'� �r e� b' WW II vpiSs = C 11 l� = sn�� ?/ P1, = soo/3 = b 7 �1 Z„ pk5F�' nvc- vpw,, = Cy�I�n1 = Ion v,,w = Ion 1/6�= lbw 1'�I 16," 6" E. rJ, {. Z6 nf'/' > l67 ;x/i Chc�� Vnl��rt E�5t ROS) 7.5'2Q-73pij(-7')- (Cly -2'/3 Dl- _ ,6-7 C 50 r, -F x 3.-,5'x 9' n., -2-13 ISL = 6-1 (Sn ��� x �' �ql -> 1,n 365r C5 -n t„� LAS'” �1'+ Id;,,; X 21' cS')- 615 36s" Z�3 L ('30 y', x1'x. �' -t Z5 r7f rI'x. O'1i0rs�x =f'"�Y'�= 6�3�53 t;< �-/3 ►7L = 6� CSS >^�f X I,� 5' �' 5-3 +z5r,( Y2'K3' Ic1�,`� `r x �_S'i' �13� ;> --i P= CeC_ .6ZQ1_Z,)lb.� = IZ:Z r5f wwi,.jIn = 17 --LC 6' _ -7'/kS1V:y_Fr �� 6.,6x13 (1, (vl = -7;ov) L/l = IS°c-Z / lti = 17 4Z C1t) / Z7-�3 = 667p-�, c lVSo rtii V 9 = -73 7 5S,S7" - i`15T�36 wi 1i" 131(P �. 3 cl,�5- I�zl X75._.__._.. H U c 6 6 -71'5 -r 5 � , 0\" Nt1rIM L/ni-Ji - S p- -Lo { TOFT,DENEVERS & LEE CONSULTING STRUCTURAL ENGINEERS I I I MAIDEN LANE, SUITE 500 -` 'SAN FRANCISCO, CA 94108-5329 WV'3t SOCCAVAAn V, VVi S „.rp FC- V9 = I S zp N -5 Vv lnA VR = 13.z rn `TOVf r.ni tjol c= ' A-,5,, c N n Sh,iPl-I .� �rn CP't•,-1 No,o, Wells L1- = Z(4 -r 3.5 t 3-r -s R vp, 56 = Ll 5n / z�' = -3s T1•ttS t5 LI=Ss THftN v Pell She -r T,rc\-y Cc- n Gra, Scle rr- ln—ll / 13—tit F151 lir >> 5 LT = Z.S t G °)Sn / Zz' = 47; n� lay PYP\, 0,5 95( q a Sc JOB NO. ' SH. NO. OF Z3 By KED DATE. 1()-3()-0Z Cn ti 5'EMVATPF TOFT, DE NEVERS' & LEE CONSULTING STRUCTURAL ENGINEERS 11 1 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 CnYE' I�IciS�t� g0ar�n.�w �Vi-. SOvn+'i � G-� 5R ME A S wF-ST w1N G- Vr— = cion. , 50, P, I S NOrfln PISb' 4: 61+6'-t 6' _ I-31 �zis JOB NO...Lj 7 S $ SH. NO. q:. OF BY KED DATE qac-- 51-✓,— t3,.\r, k wrPa SMS �. I7ojril 5361 S n v rL' PI 5S 1..f., lk s L= -Z' -+- 6, i� VFI5[- = °Isc 7lrF- _ Iso#-/ I 7 = 66 �► -z" P I "a' � vfi- 5 �'rCw �3 o I t s I O0 '/' 6 6 "' Q r Tyr—,47e, %o 6.5' t„Ia I7 V =: • 29 tt' 1-70 '; tnn� 3'tnn > '1 0 T���, SII V'po'r "_ LS=n �� y;p , F i3O �i-Zgt �er✓n�y:r i C U,, = z64' L_5_ b� Hip 9-f. P\ 3,5 - Zx I3L-u., �,, 6xb T,() 1_ e) Lt S0 �, 26 t h Pti Trow _cr. to 4. W.11 VA., = Z 6 4 W7 T/k zit- N; n Z>1 n H n 13-�O' > �L6 y1- mA. �J�In in xu U Z.6�t- 1i 1"xrt'.S 'Y a < •w i f.n L Y• a �ti A �- T{� ..'�'`wF t i.f'�' '.oav $:G". �.Y r.ri .! 1.. '4' .a n - +a.- r�;i . •w�:' `1. .. '�. �.'y� "ti.i, J.f "'� .Y .3`c '•"Xt' +` a it.. �� c� �„i^ -w :..� ' -� �. � � �Y`e,'. y„ t,•. trs. •Y } �, ,.,, ,�` x..-�at„ ,/,. .Az`a+%'a.w a,^t`y .,,� - en ^� �'' w, •� . ' ' TOF' DE NEVE -&. LEE �'. ..3. 'h: �.f t�,'U�•� � 5 i,'.t�-Z9Kw_,.r ., C77 �.•�`.� st .Z- =JOB No sH '' ' CONSULTING STRUCTURAL ENGI NEERS _ -. _,N.O y..Z� ;� OF 111 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 941085329 "' ^ ' BYkF17 17 � � 61 DATE!n2- ry w S—r--. �•.�—•r--z--...-r--i.�— +. a._ �. . . �. r_�•�� r.I..� � �-..J { _�._» ' - T � � ._ .�T I , { � 1�...1 Gill • _ W� > �._...3 w� ii (�,, I b 1 (`� �) - i 13.3:6 --,'- - - - — _____ - . _.---,. � } ___�__. ___. 50 3,5'x -Z `+ 4r,t'C-j Z ' = 14z�� > 133bp_ - E �, f -5' tN.1t p 11-7 (.31 - G'o 1 /Z Z1)L. CSnl,F I,5 `" ��' lnr,� Cir'h' a 6' w,, -A W� 1 t P-, = 1 b, ( -3 ') = 13-3 6' P li r)1 f - -3 61 13 } b `N(it — wc't 6 `watt P,.p = 531" ( 31) _ 4-1`t" ""/-s PL Sn n , E X 5�x � ' `t r S E C� �' f 3' � = I S � `t � +I 9 F—, 6' '53 �4 �= -2-1 -L Z/s 1)L = 6-7 (75-0,, x3`•$' + C3A1-i-Z6 > Z1-7, _ wc,+ — F-& 61 53 (z) —7 - —7 �r-Z 3 �i i S r — Som Iv 1 IJn I �I :; t- r l 5 c ll 5 t iv1.n 5 { Cr � J vnr'M n v.. v lY• i('-7 i1'1 p 6 6-7 6nz� > -7'= 6�2 b�(Z57r,f.3LSx-7 '3011,fx-2 x-7 ¢> 6 I?, = �6 p.1 ,� 3' - Z� '� ' 1n 1i �6-7 CZ5r,F� 4'<7{.sC3�>1zZ-z z/3 DL = 67 (zsrsf x g-' - -v S5 r7 f- -Z 6nZ 11 W,: ..s. in.� iti &A x TOFT, DE NEVERS &LEE s �' "° �jJOBiN0=�75;� CONSULTING STRUCTURAL ENGINEERS 111 MAIDEN LANE, SUITE 500 SAN FRANCISCO, CA 94108-5329 • . ' '� BY K1=1�'} iDA E �n--��•�n� CRAWL 5?P E INALCS r:-vvi—I-�-- Nn►F: VPH1�L VZ �F .. 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