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HomeMy WebLinkAbout055-300-093' 47 BILL HAXBY 4805 Pbnt�, Rd, PAtedise B ILL HAI F45 rm ` . 055-30-.0+093 93-2742 p MI , CEDELL | 4805PENTZ, PARADISE GAS LINE/SF . ) / / 1 � . ' l ' l > ^ ' . . � / ` / > | . . . ' ' ] .. ^ ^ 193-2742 P 055-30-0-093 MISER, CEDELL 4805 PENTZ, PARADISE GAS LINE/SFS 1 t l r. OFFICE COPY Address GAS Meter BY-4-10-1Date Q Z ELECTRIC Meter By Date COUNTY OF BUTTE - DEPARTMENT OF �..�,,,_-...._.,.-.----Iwr�>-+^�-a."c�osF�z,T��ne�.�.._...,--�..,.. ,- --......,-.._ro,���;_:t„••��,.•.�..�x DEVELOPMENT SERVICES - BUILDING DIVISION .-' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. 4PPLICATION AND PERMIT =� �T- ASSESSOR PARCEL NUMBER 055-300-093 ZONING ARM-1BUILDING PERMIT OWNER Cede11 01iser t.* ti ; TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4805 Pentz Rd., Paradise 95969 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 4805 Pentz Rd., Paradise PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF CY Duplex O Mobilehome O Other ! SPECIFY Gas piping system 1 - 5 outlets 1 15.00 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition OX Remodel O Utilities ❑ Installation ElOther O Describe Work: Gas Line — Propaw to Natural 1 PERMIT FEE $ 35.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceBOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. s0. OR ADDNS. ( a ACC. BLDS. ) 3.50 FT. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) O I amla licensed under provisions of Chapter 9, Division 3 of the Business and Professions_ Code and my license is in full,force and effect. License No. ` -Classification y I, as the owner, or my employees wiih wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively coritracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET _NON.RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 1.00 OR ) d -Ex. Occup.FIXEDAPPLNS.5 ( OUTLETS IRESID.1 EA. .00 c `Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring ' - 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): - O This permit is for'$100.00 (valuation) or less. - O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 10 I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. - _, 1. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT ' Filing Fee 20.00 Heating Cooling Hood _ 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in cpo�nsequence of}the granting of this permit. X1_ !l',�� �. ///iL�•�/1 Date Q /X 14/ i 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. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES I IMP I FLOOD I COF PARCEL I Po HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do indicated above for which fees have been paid. DIRECTOR OF //PUBLIC WORKS By .l l r°) C&/' Date l` j (, // %[ PERMrTEXPIRESON V2 — /y (Date) work Receipt No. 148208 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' 9596 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 055-300-093 ZONING ARMH-1 BUILDING PERMIT OWNER Cedell C. Miser TELEPHONE SQ. FT. OCC. BUILDING VAL ATION OWNER'S MAILING ADDRESS 4805 Pentz Rd., Paradise 95969 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 4805 Pentz Rd., Paradise PLUMBING PERMIT Filing Fee 20.00 Each Trap7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home S G W @20.00 ' TYPE OF WORK New ❑ Addition OX Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: Gas Line — Propane t0 Natural PERMIT FEE $ 35, 00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOON OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) 3.50 FT.S0. _ CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 BAL. @ 1.50 Ex. Occup. ( OUITLETS PLNS. OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X �. ��tfL�/1 Date zD 9,3 Signature of Applicant -Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ 35.00 HAZ- I D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have DIRECTOR OF PUBLIC By C PERMIT EXPIRES ON O the applicable provisions Resolutions to do work been paid. WORKS Q� Date V 3 Receipt No. 148208 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,ti..�X yY��.-yn^.n-,..ti,..c+.rrrv�r..+^^...rw'ry"-.r'+'•c�,�`�'-"�'1..`^�(R Tx �'?'ie7ly"N""iSy�.-�'r-„ , .� y-.,r:w�. /y--r•<�.j...v`.:^-.�^.._r,., W. - COUNTY OF COUNTYOF BUTTE - DEPARTMENT OF DEV F:PN9ENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION -DATA SHEET / OWNER /yr �S�.' No. Proposed Building Use �i /4 �J Building Inspector Date At time of permi pplication, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BV 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 . ...................... A. 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). .. . . Preanap g 0 requ 20. Pre -inspection for required. .. Bu;�d;ng Inspedor (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 contractor Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant �'f /i'/.� 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 Public Works 7 County Center Drive, Oroville, CA 95965, Phone: 916-538-7541 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 or no) '2. I (have/have -tet) 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 onstruction:Name Address City Phone Contractors License No. 4. I plan to -provide portions of this work, but I have hired th-e following Person to coordinate, -supervise, and provide the major work: Name - 'Address City Phone Contractors 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: Property Owner Social Secu-ity umber Date �O 9 NOTE: --This Owner -Builder Verification is sent to you as regeired'by:.Sections 19831 and -19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we.are per- mitted to issue the permit. -7 ole- Y� %v��c fi 1A'Qf rlrl,_ PERMIT NO. 2522-86B,P,E,M i PERMIT EXPIRES 6jL -g OWNER BILL HAXBY CONTR. Wm Haxby ASSESSOR PARCEL 55-30-93 LOCATION 4805 Pentz Rd, Paradise r • ` I OFFICE COPY Address�6a' G 1 ,cel ' GAS -------— Y Meter By ELEIC Date Met Date4�— j OFFICE COPY } Address .'} GAS w� Meter By ODafe"2/J E 'i. Mete �L Date I Temp. Power Pole-- Called ole Called PG&E , Temp. Elec. Service ` Called PG&E Temp. Gas Service Cal led PG&E JOB FINALED (Date) -: Signature - - r J =•OK 0 = Not OK = Not Applicable MO B I LEHOM ES * = Not Ready MISCELLANEOUS kx, Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors T 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts- Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6, Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except ll's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1• Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed '1 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Card B -I Date Card -BI Date Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date V = OK 0 Nod -GK ,161 Applicable ,Not Ready Date LIN DERFL _onir 4. Xto.. RESIDENTIAL (Single and Duplex) q in:6KIs-Sloes Elec,(fd(nd.- fie 2 /" rage; SgWT SaBOK11Z /" Ftg. Depth rcbes & Decks; Soils -Steel- / /" njvATIs, AeygeBI go6uts-Wrapped I Zrs V.: Fall -Fittings -Test 2wZ�wer Testipe: Size -Anchors _ _r Pipe: Test -Anchors a or -S Te ctric: Underground n_um_s &_Ducts; Clearance -Material -Support -Ins. ---Gir s-Sills-AnchorBolts-Joists-Vents-Cripples _47 Card-BI Date 7 Card -BI Date Card -31 Date Card -BI Date i _y7 h Date FRAMING (Continued) 4 gs 49,." Ext. Doors -One 3' -Check Garage- s lywood orwdledT Overhang -Attic N Siding -Na' gr _ Stucc sh-Drip eed-Fdn. YM 5 azing Area -Glass Protection-Sk 59- Date Date nder�cess ;-Plastic Card -BI Date Card -BI Date Card -BI Date j Date FINAL (Plans) OK except N's _ Steps -Door & Sidelight Protection -Landings Date -P'1,UMI3dNG Permit) O except q's . Smoke Detector Water Ht.' -Ac s -Comb stion Air 15--VratW_F'1'pe; Tesi 'hors -N " rotection W,o.V.: ttn nchors-Nail �e4eCfion _ f wer Pan: T first Floor -Tub Access — <f�f/3 L10 ­15.s Pipe�:/Size & Ancho — 4��Zt — Card -BI �py'� Date Card -BI Date — Card -BI Date 11=" Card -BI Date 5T5H�_ -.lam Date ELE RICAL Permit OK except q's C Fture & Transformer CI 'tion J EI Receptacles Spacing -Lights _& Switches at Doors B es & No. of Conductors -Stapled_ R ex Installed Close to Edge of Studs & C.J. Equip. 311! Ground maw/Mech. Fasteners_ Appliance Circuits in Kitchen & Conductor Size _El"I-A.C. Wire Size / / ga. Go -w AZ; -"Range Circ. /&/ ge. 0rrvr(q Ove g or Al, Insulated Neutral Yes 207--Service-Riser Conductors & Ground -Main Disconnect — 2%,11rquip. Clearances: Piif%Is-fvloters-Mecf uip. 3e, --'Clothes Closet Light -Shower Light - -- Gard B -I Dat /, Card -BI Date Card B -I Daly Card -BI Date Date MEC NICAL (Permit) OK except p's allr/q.C. Ducts. Insulation & Support 3'l Vent Fan: Exhaust above Insulation 3 ens _ de _ _V l e_t - 3 orm I urnac n - - ctor- j In Garage nn ,A ct ��_nusts_Me6brP.Fotection Bedxoem-Exiting %D!G.F.I. & Bath Fixtures & TubQAece%T' - ec. Trim & Subpanel; Breaker Sizes -Labels 62M� &Rail . Fa rep or S ; Clea es-He3 lec. Outlets at Wood Panel; Int. & Ext. S5. -Fit. ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance c. Outlets & Receptacles at Kit. Counter �_ arage F oor; g -L" Ing Clams 6 r !6o Wtr-FTG.; Ve t Clea e -C Ir -C ctor- In C3arage; A ove,E1prar=Meg4_-Protection ., Elec. & Mech. Equip. Listed for Location EIe eceptacles in Garage; (G .. -Ramex Protec. nation--Foam-Looked in Attic -FTEs 703'Guar ails & Deck Construction -Post Caps 7 n. Vents & Crawl dole Door -Drainage & Wood -Earth Clearance Looked under Floor [ s 7 ollowing instld.: Drive - es ❑ No; Walks r- es ❑ No; P anters ❑ Yes . ; Brown -F' ' t j!jtjF' e�� 7 7 knit; Disconnect -Clrnces-Brkr, & Cond. Size -115V Outlet 1 - Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ing Exterior Elec. Trim; G.F.I. Receptacle-UR4erground 8 entilation throughout House ass Protection K. Corr 'tions from Previous Inspections a est -Meters ged; Qgs-Eleetfic 65- W r & Sewer Connected-C/made-RD-A7proval Energy Compliance Certificate -Other ' cates Card -BI V Datel-f � Card -BI Date Card-BI(�ry jf Date f� y, - Card -BI Date v _ Card -BI date Card BI Date Ca,d-BI Dale Card -BI Date Card -BI Date Card -BI Date — Date FRA (Plans) OK except q's Com lents at Final: 361"Si s; Proper Material & Anchors walls: Studs -Nailing, Spacing & Bracing-Plates-Seand - 3 ring Walls over Girders & Floor Nailing _ aft Stop in Walls (drat proof) s7 F r�Tops: FurreeCeilings_Staa►s- a T� 4i�'eade &Beam- &Bearing Nth gess os ��'An nrs �� 89 Ingl-Rftre/r fes -P -Truss-Shlhnq.-Rfng. / A Flee -or Type tie -Fire* -,e 'fhroat� Access. Size & Romex Protection -Draft Stop -Ins'. Baffles v d . Windows or Exiting Doors -Sill Hgl. & Dimensions Garage Fire Protection Framing (NOTEAnentrymust be made each time youvisit jobsite) I SHEET No.�1 Of 1 2 TTA Cf-HMEVT -NUMBERTO o • % TC Certificate of Conforman-ce No. - "2%95. - Job Name: WeyerhaeuCo. for -Builders Supply Paradise Job Location: - tx,,vParadfse, CA . _ . --• - - . _.___ _ _ . __.-__.� Customer's Order No. - Pa #257 Dated "9-86Mfgr's Order No: - 9712+D `- - The following gives'thel'odditional specifications that were'used in"the-manufocture'of `the members on this job: 1. LUMBER Species- Dm$�m Fir Grading Rules: WCLIB --16 & AIM X302 ` d _,a . Paragraph- WCUB - 154 & AITC - 302-22 Grades: 302-22 Ll L2 L2D, L3 ' ........... Slope of Grain: 302-22-1:16, U-1:14, L2 & UD -1:12., L3 -J;8 2. MOISTURE Range: 7-16X _•' i CONTENT Variation per member: -- 5% 3. END JOINT _ FingPr Toint 4. ADHESIVE' --Conforms to - -ATM n2 70 • specifications. ...Type: Ertprior Bordena Botch N o. 5. GLUING Pressure 125 P_.q_T Pressure Period 70-75�for 9 Glue Spread 7(}- P� `•172 — y���UtE OF TIME - ?A Vii' �yp, A1TC Licensed Plont No. z ,; ont QuolitControl Survisor! W IT1 - �... Compony'.r a z Date QUALIFIED ICENSEE AITC'Form 1B-3.656' r.. ..• ins. ,x,x c.., 4n © 1965 American Institute of Timber Construction - - , ,'1 IL ¢~ SHEET NO Of 1 s r r : _ _ TiTo f f�I CHM N.T , . NUMBER , /TO Certificate��of Conformance; Na, X95__ Dated- 9-12 Job Name: - WWekbaejI '' CO- for bA lders StIpply P, arMise - Job Location: Pex'adi se, CA - PO #25� [ 9712-D l Customer's; Order No.. Dated _ 8-29-86 Mfgr'•s Order No. r The following identifies the members and gives the basic specifications that were used on this job;. �w ,,. I �... i , • . j w�„o. li o.. 11 Douglas Fir Lumber sPCC1Es:+ Member _. T �' Combi• - -Adhesive Appear- Identi- ..- . -- .Quatity Sue nation Typo race Combat ficationB20 _ Grade 1 ry- 8 3 4xl5x35-0 •- '7 241�". [ +fir,— � - 4.314 1 j. • l �--- �- -- -t _l-�,— _ r . --� ,•,,-�— ' _ _ - . - _""' ^_ ----^'moi . _ ''T—� - �..�-.mer+-'tea... r__'_ -'i•-- �-- .- I - �.. _ �._..�-� - F 4"1E.QF TIM P= i72 I - y t ' P al AITC Lirensed�Ptant No.: ___ ITC D V C - n T W ~ Disco -+%al:. -IDC♦ a o ComPanY 1 .. i ; a e z Date. _ _ '+ QUALIFIED LICENSEE _. 1.� p 1965 Amtricen InstitvN of ;Imber _ tructfon AITC Form 18-2.0 8 - AITC timber construction standards Table 1 Design Values for Structural Glued Laminated Timber For normal duration o/ load and dry conditions o/ use a,b,c Bending About X•% Axis Bending About Y -Y Axle Axially Loaded Loaded Perpendicular to Wide Faces of Y Laminations Loaded Parallel to Wide Faces of Laminations ' x - xr-- y_ .y Y , x Extreme Fiber In Compression Perpen• Species. Bending. Bending, Flax dicular to Grein, Fc Horizon. Outer Lamina- Extreme Conpres• let Shear, Fvy. psi Tension Compres- Combine- lions/ Core Zane Stressed elan Zone Slrecied COn1pr08- Horizon. Modulus OI fiber Sion Perpen• (Fa members with mulliple Moduhn Tension Comprea Mo tion Symbol d �� a in in Tension •Sion \ tel Shear. Elastic- in I,r ©ending, dirular to Grain HOrizOn- tat Sear, Piece Wminations of Parallel pion Parallel luAn ol nations Tensicnf•v Tension 9 Face Face F vx it , E Y x Foy Fcly v Fvy which are not edge Elastic- ity, to to Elastic• psi glued)1 E y Grain, F t Grein, FO fry. E Psi Psi psi x 10''psi psi psi psi / Q ' 1 e a 7 psi x 10'pla pal Pal x 10'spsl • • 10 11 12 e11 to le Visually Graded Westem Species -L-!-L-14 The Idlowing lour combinations are not balanced and are for _ - """� - �� i eaher dry of wit use, .r'=..:�..• .,�►:yr q„}.h , 16F•Vt DFAVW -•,�• 5Wh• 560 1401-w 1.3x BSO 255 130 8,w 85s,w 1,1x 18F•V2 .'age 1'800 S00 97 155 1.1 1250 375 13S 70 876 976 1.tx 16F -V3 _76F ]/HF /OF 560 560 165 1.5 I 1450 560 145 75 1.3 B7S 1300 1.3 -V8 S/OFS 650 500 185 1.2 go 500 1131.8 1.6 950 1550 7b 1.1 6: 1350 1.1 The following Iwo combinations are intended for straight of slightly cambered members for dry use and industrial appearance k 16F -V4 DFIN3WW .. 800 1800 650 560h g01.s,w 1.Sx 900 255 1301•w 551.w 1.31f850 16F•VS DF/N3DF 850 560h 90tn 1.8 1000 470 135 800 1,Jx The following Iwo combinations are balanced and are intended lot member 70 1.5 750 875 1.5 s continuous or cantilevered ova supports and provide equal capacity in both positive and negative bending. 16F -V6 OF/DF ,.16W - 1800 560h,1 560h 165 1.5 1450 580 145 75 1.1 16F -V7 HF/HF 375) 3751 155 t4 t200 375 135 960 1550 1.5 70 1.3 1 850 1350 1 3 v The following seven combinations are net balanced and are for either dry or wet use. 20F -VI DFIVYVV 650 56011 1401•' 1.4x 1000 255 130s•`v 651•`"1.21 20F -V2 HF/HF SOOT 3751 155 1 5 1200 375 135 750 1000 1.2x 20E -v3 OF/DF 650 560h 165 1.6 1450 560 145 7 1.4 950 1 1.1 20F -V4 DFIDF 20DO 1000 590h•i 560h 165 1.6 1450 75 1.5 t 155 1' 20F•Vt0 DF/MF 650 560 155 1.5 560 145 75 1.6 1000 1550 1.8 20F -VII DFS/DFS 650 500 165 1.3 1300 37 135 1.4 950 1500 1./ 20F•V12 AGAC 560 560 190 1.5 1400 1200 500 470 145 7 t.t 900 14 11 165 The following Iwo combinations ane intended for straight at slightly cambered members for dry use and industrial appearance 80 1.4 900 1500 1.4 ' .k 2F -V5 OF/N3WW 2000 1000 1 S60h ggl,s,w 1.6x 1000 255 1351•w 70e.w 1.3 x 20E -V6 DF/N3DF 650 S60h 8D M 1.6 10001 470 1135 )50 725 1.3x 70 1.5 775 900 1.5 The following three combin alpha ere balanced and are inl ended for members continuous Of canlile veil? it over support s and provide equal capac try in both positive and negative bending 2OF•V7 DF/DF 650 650 165 16 1450 "ou t45 75 20E -V8 OFIDF , .;2000-,. 2000., 590h•r ..590h�. 165 1,7 1.6 1000 1600 1.6 20E -V9 HF/HF ' • 5001 5001 155 1.5 1450 560 145 75 1.8 1000 1600 1. 1400 375 135 70 1A 975 14 ..1 ... The following live combinations are not balanced and are for either dry or wet use. 22F -VI DF/HF 650 560 140S•w 1.6x 1050 255 0S•w 65S.W _13- 22F -V2 HF/HF 2200 1100 500 5001 155 L5 650 5601 165 1.7 h 590 560 165 1.7 650 S60h 165 1.8 1250 1450 1150 1800 375 560 560 500 5 !32 !145 5 70 7b )5 3x 1.4 1.8 t.8 _T_.3 050 950 1050 1000 1100 1350 1500 1560 1.3x; 1.1 s 1.8 '1.8 22F -V3 OF/DF 22F•V4 DF/DF 22F -V10 DF/DF$ 5 75 1000 1400 1.3 The following two eOmbirMI ME We fMendW lion atM01 W S*Ily Cambered members for dry use! and industrial appeatancek 22F -VS 0F/N3WW ; 1 n 2200 1100 650 560h 901.8,w I 1.Bx 1100 255 135 s.w 75a 1.1 x ?2F•VB OFIN3DF 650 SBOh 90 m 1.7 1250 170 1JS 800 125 1.411 76 1.8 800 025 -.0. The following three combinations are balanced and ate intended fon members continuous IN cantilevered over supports and provide equal capacity in both positive and negative bending, 22F -V7 DF/DF 650 650 165 1.8 1450 560 115 22F -Ver OF/OF '22W -t' 2200 590 •r 590h•n 165 1.7 1450 Shp 145 75 1.6 1100 1650 1.8 22F -V9 HF/HF 500 5001 155 1.5 1250 375 t35 75 1.6 1050 1650 1.8 70 1.4 975 1400 1.1 The following six combinations are not balanced and are to either dry of wet use. _ 24F -V1 OFIWW 650 650 1405-W 1.7x 1250 1 255 135s.w 70 1.411 24F -V2 HF/HF 5001 5001 155 1.5 1250 375 135 1000 1300 1,111 24F -V3 OFIDF24W 1200 650 560h 165 1.8 1500 560 145 70 75 1.4 950 1300 1.4 24F•V4 OFIDF 650 650 165 1.8 1500 560 145 1.6 1100 1600 1.6 24F -V5 DF/HF 650 650 155 1.7 1350 375 t40 75 1.81t50 1650 1.8 24F -V11 DF/DFS 650 560h 165 1.7 1600 See 145 70 1.5 1100 1450 1.5 R. E. "DICK" YEAGER RIO LINDA TILE COMPANY 1660 ALMA STREET PM.. 534-1062 OROVILLE. CALIFORNIA rf �� Date To Address City r Y STATEMENT'= R. E. "DICK" YEAGER- .� �` A RIO LINDA ,FILE COMPANY 4, _ 1660'ALMA 8TREET PN. 534-1062 OROVILLE, CA,L-I`FORNIA Date 19.L6_1 Address / 1 City I C� How 0 �f 1 0 " � � offimm, wwwall I - 0-- W� 0 El El ME,. mommi STATEMENT I Owner: /6/ Permit No. LZ���' E N E R G Y C E R T I F I C A T I O N b•� Project: Pentz Rd. = 7 0— ! 3 LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fiberglass batts Thickness(inches) 3 5/8" CEILING Brand Name Thermal Resistance (R Value) Brand Name Owens-Corning Thermal Resistance(R Value) R13 Batt or Blanket Type Fiberglass Brand Name Owens-Corning Thickness(inches) 92" Thermal Resistance(R Value) R30 Loose Fill Type Fiberglass_ Brand Name Owens-Corning Minimum Thicknesi(Inches) 14" Number of Bags 22 Wt. per bag 31.5 lb. Area covered(ft. ) --1165 sq ft Thermal Resistance(R Value) R30 FLOOR, ELEVATED Material Fiberglass. batts Thickness(inches) 64" FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches): Brand Name Owens-Corning Thermal Resistance(R Value) R19 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance -(•R .Value) I hereby certify that the above insulation was installed in the above building in donformance with.the State of California Energy Requirements. . Lo@rke Insulltion Co. #499150 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR 3-21-88 DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are svecifically avvroved by the State of California. ;- W od:z- Al �&� ?s f6 FIRM NAME/OWNER (6e pr STAT OCE OkRACTOR'S LICENSE NO. ;^TURE OF GENERAL CONTRACTOR DATE THIS CERTIFICATE,MUST BE ON FILQWI THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER , PERMrt Sof A routine Inspection -indicates that the following violations of County Ordinance exist at the a e address and should be corrected. Please notify this office when correc on of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. M .- / _ /_ '1— 1 ice.; f Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 1-1i;���141 W ER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. "elf Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS _ 196 Memorial Way. Chico — Phone: 891-2751 ;i 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE Zs'zz - ,rYv PERMIT NO. A routine inspection indicates that the following vlolations of County Ordinance .exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, oiVneed additional explanation, please contact this office Immediately. rR Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - 7 County Center Drive - Oroville, Cali.forr fa 93965 - Teiephone 916/534-4541 APPLICATION AND PERMIT PERMIT��� O ASSESS PARCEL NUMBER O V� O ZI BUILDING PERMIT OWNERELEPH� E� ' SQ. FT. OCC. BUILDING VAL TION DD OWN 'S M ILI G OE DONT T R•S I'dE TELEPHONE v CONT C OR'S MAI" AD R 5 4& C11-° r *� 2,000, Fireplac'61'4Z 00 CONSTRUCTION ENDER UNKNOWN Total Valuation $ v' Q Filing Fee $ 1000 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ D Energy Plan Checking Fee $ _, 0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS,4f,1.6- Permit fee $ r0 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 ,O0 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 —pQ0 Each qas water heater or ven l 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Q l> Building sewer 5.00 SCJ d Mobile Home Is G W 10.00ea TYPE OF WORK Ne Addition❑ Remodel Utilities❑ Installation❑ Other ❑ Describe work: _ Permit Fee $ ,C7 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 C7 Main service EA. ADO'L 100 AMP 2.50 O CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Prof essio s Cod d my license is in ful rceeffect. License No. Classification '� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING oc u New CONNSTR.(A � h2sgft O IU ULT21 OC L NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR Ex. Occup(OUTLETS OR FIXTURES .20Z ALO 90 Ex. Occup. OUTLETS FIXED P(RESID )LNS REA.) 1 2.00 Temporary service p 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Q Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a CertificateCooling of Consent to Self -Insure. KI shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such1,4120 provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 --I Heating 4491 A— Hood 3.00 Ventilation G C) Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnifyMn keep harmless the County of Butte against all liabiliti judgmen cost nd expenses which may in any way accrue again s Cou c se a of the granting of this p mit. X Date ILo Sign Ore of Applicant — Owner CrrDcror Agent ❑ A n SHA permit is required for exc ations ver S'0" ep and demolition or construct- ion of structures over 3 stories in hei Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 7 7 7, 41C 2ni coNST.,YP�c FLOOD ARCEL D D ISSUE This permit is hereby issued under siois of the Butte County Code and/or work indicated above for which DIRECTO F PUBLIC By PE EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date %P Receipt No. 6'W �7' �,S WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUB_LIC'WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CAL FOR INA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET Permit No. " OWNER-LJ/l/ /!/w f�/moi A. P. No. Proposed Building Use _ Permit Fee Based Upon: Complete Contract Price G---D'PW Valuation Other'(Explain)/� r/ Building Inspector /Citi .G! /�%///.�,� Date -r� At time of permit application, I was advised the followi.ng-da-ta-must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . 2.L Plot plans in duplicate./triplicate. . . . . . . . . . . W_0omplete plans in`uplicate./triplicate.` 4. Complete engineered plans and calcs. �. ` . ./ . . J000 Plans with Energy Design Compliance Statement. 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . Letter of signature authorization. Sanitation approval from 11'e4 Health Dept. 11. Planning approval .for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner []•) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. Pre-Inspec. request to 7�Pre-Inspection for Required. Building Inspector, G� (Date) \ ,8 Recorded copy of Agricul ural Acknowledgment Statement. 6 U ` '} Other i 7�,�. / / n �Sk When you issue the permit, process aspfollows./� Mail .o owner. -Mail to contractor. pe✓�� elephone k�7� 4- U and hold for pickup at/Z/,A_?A office. Deliver w. /inspector. 0.. hers at ti Appl icant��i'^ Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior tto pe�'mit issuance: (For required items not checked abovat time I'catio , c'rc.le.-Item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designe ,Owner was advised of above required data by Telephone _Mail Other By Date Plans checked by •J • Date S - Plans approved by Date Other: Copy—DPW TO..: Building Department FROM: Environmental Health SUBJECT: SANITATION CLEARANCE Lj OWNER Plans approved for: Hold final for: q b 0 �Q LO CATIO N Sewage Disposal Final Clearance O.K. for: Clearance for bedrooms home. Other Clearance for addition of No t e** ss-340-Rl AP # Water Supply t Ste— Water Supply Water Supply y SANITARIAN DATE TO: Building Department FROM: Encroachment Permit Section RE: ' 'Dt$veway Clearance owner location -rte -3 AP # Driveway permit 17 ! 419 has been issued for the above property. numbAr may.. V, sig tune date RESIDENTIAL PLAN -CHECKING GUIDE -(S.F.; DUPLE,: & MISC. ONLY) llAA Bldg. Permit # OWNER S �`L X�� A'. P. # S_a5- __30 3 GENERAL 7/85 Zoning requirements: (sideyards and number of permitted living units)./-Aw fit/ �2! Valuation. icer y ffe=a Existing vio-rations on property. PLOT PLAN Complete parcel size and dimensions. .etbacks, sideyards, easements, etc. tading, er buildings or structures. 1fills, drainage. Flood hazard. *! RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Garage door or porch header sizes. .9-'Adequate bracing. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). Attic access and ventilation (Sec. 3205). ok-3"- Underfloor access and ventilation (Sec. 2516). Wood stoves, clearances, alcoves & 1-hour shafts. �-r_-___ Combustion air for fuel burning appliances. off Noise requirements on duplexes. ,17'.�'_Adobe soils - special foundation design. 1A0.1"ietaining walls requiring design. Unusual shape, size or split level house requiring lateral design. FORM RESIDENTIAL ENERGY PLAN7CHECK/INSPECTION SUMMARY Owner Climate Zone Permit No..�SZ Floor Area - Compliance path: Package ❑ A ❑ B ❑ C ❑ Point System ❑ Budget her %G 3 MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: ■ Roof/Ceiling Wall ❑ Slab Floor Perimeter Raised Floor /Q= (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier (E) Thermal 0 (E) Electrical outlet plate gasket f-8 ❑ (F) Air-to-air heat exchanger HC= R= (3) GLAZING: Location (A) Location Type - Area Ft.Z HC= Area Glazing %Floor Area Single Double Triple ® Total Bldg & .2- ZNorth ■ North, East 3 HC= ® MC= South West __.Ft.2 Skylights SW ?.2 X Ft.Z (B) Shading MC= --1-- V 7/83 Shading Coefficient Description East South West •, 3 GdfhT�GE�t Sf+o�s , d'U.r/�5% Skylights (C) South Overhang Length of projection ft. Description jdF®1Vrle (D) Moveable insulation: Area ftZ Description (E) Thermal mass Type - Area Ft.2 HC= R= MC= Location Type - Area Ft.Z HC= R= MC= Location Type - Area HC= R= MC= Location __.Ft.2 Type - Area Ft.Z HC= R= MC= Location Type - Area Jt.2 HC= R= MC= Location Type - Area Ft.Z HC= R= MC= Location Y FORM ,fir ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. C 11 *1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A)' -Heating Central Gas Furnace (brand and model number) Btu/hr (heating capacity) Heat Pump. _ (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar type (liquid or air) model number solar fraction o�0 SE ACOP Collector brand and ft2 collector.area collector orientation collector tilt rated y -intercept rated slope Other Cj CLiC %C -,OO_ (describe) *1 (B) Cooling ® Electric Air Conditioner, (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ® (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 ❑E FORM I (6) DOMESTIC WATER SYSTE (A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (tank size) ❑ *2 Active Solar (brand and model number) Gallons (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector.orientation) Location of Solar Panels Other (collector tilt) (Describe) ® -(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. 40 (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). ® (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temper ure °, elevation', heating load BTU el ev ti n factor )j' heating load = maximum outlet capacity gas furnace A" BTU 6, 4lOG Cooling: Summer design temperature qif °, cooling load Z�BTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE•INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Coded 4 7/83 SIGNATURE OF A LICANT ' � � .^ . ' STRUCTURAL ` . ' / 'CALCULATIONS ' , . ` � FOR TYPICAL RESIDENTIAL GARAGE FOUNDATIONS /+ ` WENDELL REINERTSON - ARCHITECTURAL DESIGNING 1054 LISA LANE PARADISE, CA 95969 ' ^ CALCULATIONS ARE IN COMPLIANCE WITH THE 1982 EDITION OF THE UBC ' � . ' ^ SIGNEDDATE ____�,__^~_~`~__,__�_ CE 32434 '~___ ' FRANK L. TYUKOS,/ � .- ' ' F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 F " FLT ENGINEERING SUBJECT: TYPICAL RESIDENTIAL GARAGE FOUNDATIONS 57Y0 CLARK ROAD PARADISE" CA BY: FLT DATE: 7/86 JOB NO.: 6325 ^ ' PROJECT: WENDELL REINERTSON - ARCH'L DESIGNING SHEET 1 OF 1054 LISA LANE, PARADISE CA 95969 DESIGN_CRITERIA�L ` GARAGE STUD WALLS & ROOF (FLOOR) ARE SUPPORTED BY CONC. RETAINING - BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY FOOTING. CODE 1982 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) = .11 k/l MAX. LL = .020 x 17 +.010 x 017-3) +.010 x 17 +.005 x 8 = .69 k/l ALTERNATE MAX. LL v .050 x (7.5+10) = .88 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL + LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL - ROOF SNOW + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + ADD'L WALL DL ALT. MAX. LL - 1st & 2nd FLOOR DL + LL (NO ROOF LOAD) SURCHARGE OF 2000#.WHEEL LOAD @ APPROX. 3' FROM WALL - 2.0/6^2 = .056 KSF -- 1' SURCH. CALCIS FOR - 1. 6" THICK WALL: A. 41-0" HIGH - SHEETS 2 & 3 B. 61-0" HIGH - SHEETS 4 & 5 ^ C. 81-0" HIGH - SHEETS 6 & 7 2. 8" THICK WALL: A. 81-0" HIGH - SHEETS 8 & 9 B. " 101-0" HIGH - SHEETS 10 & 11 CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - f"c = 2000 PSI @ 28 DAYS, REINFORCING - ASTM A615, GRADE 40, WELDED WIRE MESH - ASTM A185, 6x6 - W1.4 x W1.4 ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE - 200 PSF, PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOEL NO. : 6325 DATE : 7/1986' CALL'S BY : FLT SUBJECT: CONCRETE RETAINING -.BEARING WALL WALL DESIGN: ------------ ALL CALCULATIONS ARE Ihl UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (P'SF) : 3(: SURCHARGE (FEET): WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI) : 4o ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 200('-') GRAVITY LOAD - DEAD LOAD . (KIP ) - LIVE LOAI) KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET) : THICKNESS OF WALL - T (INCHES) : COEFFICIENT _ a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION C TOP OF WALL - Rt (KIP): REACTION L BOTTOM OF WALL --• Rb (KIP) : HF_ II�HT_U.F! A'S.HERf : - H� s: FEET) . RUMENT - Mw (FT -KIP) : AREA REINF. (IN"2) 'd'(IN) SIZE & SPA (IN) 0.033 3.75 #4 C 73. MIN. VERTICAL REIN1= - .15 % (IN"2 : MIN. HORIZONTAL RE:INF. - .25 % (IN` 2) : I)ESTGI`J F'ETNF". -- VEIT:"I"ICAL:#�I�C �.4 HORIZONTAL: 11#4 @ 13 OM51 NED 'STRESSES L WALL FLT ENGINEERING 5794 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET Z OF // 0.11 i;. BF3 4�/.A; 5 6 1.46 0.38 0.16 0.22 0. 11 < 1.0 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): ` NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 11.92 6.00 DESIGN FOOTING - WIDTH - DEPT (INCHES): 0 TOTAL GRAVITY LOAD - Pv (KIP): 1.49 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 1490 < 1500 SLIDING RESISTANCE - Fr (KIP): ' SLAB REINFORCEMENT: ' ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.31 > 0.22 4 8.93 JK 0.029 30 8.62| PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 6325 DATE : 7/1986 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ____________ , ' ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI)s 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT.OF THE SOIL - Hr (F'ET): THICKNESS OF WALL - T (INCHES): COEFFICIENT.- a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) "dl(IN) SIZE & SPA (IN) _-___-___________________________________ 0.099 3.75 #4 @ 24.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTI[ - HORIZ[ COMBINED STRESSES @ W4 0.11 0.88 6 7 6 1.46 0.74 0.29 0.45 3.37 0.55 0.108 0.180 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): ~ PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES):8.45 100 150 1500 200 0.35 0 1500 13.52 DESIGN FOOTING — WIDTH (INCHES) 14.00 — DEPTH (INCHES) 6.00 TOTAL GRAVITY LOAD — Pv (KIP): 1.76' INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 1509 < 1500 SHEET I— OF Al SLIDING RESISTANCE — Fr (KIP): 0.41 < 0.45 — INCREASE BACKFILL ' SLAB REINFORCEMENT: ` REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.77 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INC 4 SLAB WIDTH REQUIRED FEET) 16.33 DESIGN AREA OF SLAB REINF (IN-2/LF): 0.029 ALLr)W. TENSILE STRESS LENGTH OF DOWELS (INCHES) 15.77 � PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 6325 DATE : 7/1986 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD {KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF -THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.226 3.69 #5 @ 16.5 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. -,VERTICAL: #5 @ 16 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 0.11 0.88 8 Ax�. 9 6 1.46 1.22 0.46 0.76 4.51 1.22 0.108 0.180 0.62 < 1.0 CALCIS BY : FLT FOOTING DESIGN: ---------- ; --____ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING - WIDTH (INCHES): 15.12 - DEPTH (INCHES): 17.66 DESIGN FOOTING - WIDTH - DEPTH ` TOTAL GRAVITY LOAD - Pv (KIP): k 2.27 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 1510 < 1500 SLIDING RESISTANCE - Fr (KIP): ' SLAB REINFORNMENT: ___________________ 0.68 < 0.76 - INCREASE BACKFILL r�' 18-�///-J. . REINF @ TOP OF WALL (BAR #): 4 'MAX. HORIZONTAL SPAN OF WALL (FEET): 4.53 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): ' 4 SLAB WIDTH REQUIRED (FEET) 26.04 DESIGN AREA OF SLAB AINF. (I ^2/LF) 0.009 ALLOW. TENSILE STRESS OF REINF. (KSI) 30 LENGTH OF DOWELS (INCHES): 25.14. ` PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 6325 DATE : 7/1986 ' CALC'S'BY : FLT ' ( SUBJECT: CONCRETE RETAINING - BEARING WALL � ________________________ FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 WALL DESIGN: ~ ' ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD" DEAD LOAD <KI.P) 0.11 - LIVE LOAD (KIP) 0.88 OVERALL HEIGHT OF THE WALL - Hw (FEET): 8 =e=_------ OVERALL HEIGHT OF AE SOIL - Hr (FEET): 9 THICKNESS OF WALL - T (INCHES): 8 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 1.22 REACTION @ TOP OF WALL - Rt (KIP): 0.46 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.76 HEIGHT OF 10' SHEAR - Ho (FEET): ' 4.51 MOMENT - Mw (FT -KIP): 1.22 AREA REINF. (IN^2) �'d'(IN) SIZE & SPA (IN) ____________________ -------------------------- _________________________0.14G 5.69 #5 @ 0. 146 ' 25�4 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF' - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL #5 @ 24 - HORIZONTAL: #5 @ 16 COMBINED STRESSES @ WALL 0.27 < 1.0 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF-): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARINim PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUi_ T I ON (PSF): i NET. ALLOW. BEARINGPRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES) : 16.7' — DEPTH (INCHES): 13.07 DESIGN FOOTING — WIDTH (INCHES) : 20.00 — DEPTH (INCHES) : i �c i 12.00. TOTAL GRAVITY LOAD — Pv (KIP) : 2.49 INCREASE OF ALLOW. SOIL PRESSURE (%) : 0.(:) ACTUAL SOIL PRESSURE — 0 (PSF): 1494 < 1500 SLIDING RESISTANCE - Fr (KIP) : 0.76 > 0. 76 SLAB REINFORCEMENT: RE I NF C TOP OF WALL ( BAR #) : MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB RLINF. (IN-2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 4 5.78 4 4 26.04 0. 029 J^0 25.14 t SHEET 9 OF // m ~ PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 6325 DATE : 7/1986 . CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: , ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ~ ' GRAVITY LOAD - DEAD LOAD {KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): ' COEFFICIENT � a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): ' AREA REINF. (IN^2) - , .'d'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.275 5.69 #5 @ 13'5 MIN. VERTICAL REINF.'- .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): LEVEL 3� 1 40 2000 0.11 0.88 10 11 1.46 8 1.82 0.67 1.15 5.66 2.29 0.144 0.240 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916)' B72-0254 DESIGN REINF. - VERTICAL: #5 @ 13 - HORIZONTAL: #5 @ 16 COMBINED STR'SSES @ WALL ' 0.49 < 1.0 CALCIS BY : FLT . FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF i_ONGERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF.S: FRIi_TION COEFFICIENT - Fc: BEATING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): loo 150 1500 200 0.35 0 1500 18.7'2 3.96 DESIGN FOOTING - WIDTH (INi=HES): 24.00- DEPTH (INCHES): 18.00 TOTAL_ GRAVITY LOAD - Pv (KIP) : 3.17 INCREASE OF ALLOW. SOIL PRESSURE 10.0 ACTUAL SOIL PRESSURE - 0 !PSF): 1587 < 1650, SLIDING RESISTANCE - Fr (KIP) : 1.25 > 1.15 SLAB REINFORCEMENT: RE I NF @ TOP OF WALL (LIAR #) : 5 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.88 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIF"::ED (FEET); 38.03 DESIGN AREA OF SLAB RE'INF. (IN"2/LF) : 0.029 ALLOW. TENSILE STRESS OF RE I NF . (KSI) : 30 LENGTH OF DOWELS . ('I Ni= HES) : 36.72 SHEET // OF // Ilk VMS I I, JN IM tNc 9 8 SNOf]ydNOW Tvji.N-jd' 7ST,)IdAl--- 071-4,I7YR ON i >1 WV 111) H '911 IM TIVA IM 17VM Vo of CA -j MIA V I Pi A V*IM 4 ........ .. 17, J� JA 71 Z�3, Pll Vo of CA -j MIA V I Pi A V*IM 4 N1W ........ .. N1W ZONE /�11 OWNER Xle-e- A+.,r / POINTS '.PERMIT NO. 5 r 3c7 --q 3 ASSIGNED ACTUAL A 1. SLAB - INSULATION ' VI 2. RAISED FLOOR - R-19 3. CEILING - R-30 4. WALL - R-19 5. NORTH GLAZING - 2.4-3.6% s• 3 '(, 6. EAST GLAZING - 2.5-3.6% S� 7. SOUTH GLAZING - 1.6-3.6% S. WEST GLAZING - 2.9-3.6% 9. SKYLIGHT - 0-1.3% -3. 2- 10. SHADING (Exclude Overhang) EAST - /-S .66 C7 SOUTH - XG .19-.42 d WEST - tG .13-.36'0 .SKYLIGHT - 3.2 .37-.57 a 11. HORIZ012TAL SOUTH OVERHANG 2' d 12. :LOVABLE INSULATION - NONE 13. INFILTRATION (Standard=0)(Tight=+12) r� 14. THER14AL MASS SF 15. GAS FURNACE (SE) 71-76% 16. HEAT PUIIP (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% 66& WOOD STOVE �WATER :SEATER ATTIC % • f Z, OTHER TOTAL POINTS = -able 3-1. Slab Floor Points I Tnc..ila- I R -Value of Insvlstlon I ciun I I Derch, I inches 1 0-2 1 3-4 1 5-6 1 7+ 1 0- 11 I -5 1 -5 I -5 I -5 1 1 12 - 15 1 -5 ( -3 I -2 I -1 I l 15 - 19 I -5 i -2 I -1 I 0 1 I 20 + I -5 I I 1 -1 I I D I I +1 I I I 7/7/83 Table 3-3a. Ceiling Insulation Points I R -Value of Insulation I Points I I I I I 22 I -230 0 I I 38 I +2 I I 49 I +4 I Fable 3-4a. Wall Insulation Points I R -Value of Insulation I .Points I I , "0 I 24 1 +2 30 i +3 Table 3-5. North=Facln Glazing Pts � - -._-1 Glazing Type I I Total I I I Z of Sngl, Dbl, Trpl, I Floor I U- l u- I U- 1 I Area 10.66 l 0.42- 1 0.41 I I 11.10 ( 0.65 I dorm I O +4 +4 +4 I 0.1- 1.2 I +4 ! +4 ! +4 1 I 1.3- 2.3 I +1 1 +2 I +2 I I 2.4- ► -2 I 0 I +1 I I T.7--4. e I -4 I -2 1 -1 1 1 4.9- 6.1 I -7 I -4 1 -3 I 1 6.2- 7.3 I -9 I -6 1 -5 I I 7.4- 8.2 I -12 I -8 I -7 I I 8.3- 9.7 I -14 I -10 I -8 I I 9.8-10.8 I -17 1 -12 I -10 I 110.9-12.0 I -19 I -14 1 -12 I 1 12.1-13.2 I -22 I -16 I -13 113.3-14.5 I -24 ( -18 1 -15 I 114.6-15.3 I -27 1 -20 I -17 I le 3-7. South-Facinq Clazinit Pts I Glazing Type I Total I 1 2 of I Sngl, I Dbl, Trpl, Floor I (U - I (U - I (U - I Area 1 1.10) 10.65) 10.41)1 e 3-10. Shading Coefficient Ports SC by 1 Orten- 1 Z Floor Area tation I I I olnts I oints I ointsl I East . I 1 3.2 1 Table 3-2. Raised Floor Points O i3 +3 +3 1 1 0-3.1 I to I b.b.up I up to 1.5 I +2 I +2 1 +2 I I I I 6.3 I R -Value of I I 1.6- 3.6 I -1 I 0 1 0 1 1 I I I 1 I O I+ 1 'S-7-- I 5.2 I -4 I -2` I -2 11 0 I 0 I I I I I up to 1.3 I +3 I 5.3- 6.5 I -6 I -4 I -3 I I 0 -.19 1 0 ( +1 I +2 I 6.6- 7.7 I -9 I -6 1 -5 -1 1 .20-.36 I 0 1 0 1 ♦1 -2 I 1.8- 8.9 1 -11 I -8 1 -7 I I 37-.66 I 0 I 0 1 0 I -5 I 9.0-10.0 1 -13 1 -10 . 1 -9 I 1 ':8'7`82 I 0 I 0 1 -1 I -8 1`10.1-11.5 I -17 ( -13 I -11 1 ( .83 up. I 0 I -1 I -2 I -10 111.6-13.0 I -21 I =16 I -14 I I 1 I I I I 6.8- 7.7 I -13 113.1-14.5 I -25 I -19 I -16 I -14 I -12 I 1 •19+ 1 0 I I 7.8- 8.7 I -15 114.6-16.0 I -23 I -22 1'-19 I I South 1 0 1 3.2 1 6.4 1 8.0 1 9.6 I I 1 1 I I I to I to.. I' to I to I up Table 3-8. West -Facing Glazing Pts. I 1 1 3.1 16.3 -20 I 17.9 19.5 I 111.3-12.7 1 -25 1 -18 I -15 1 I 8.3- 8.8 I I I Glazing Type I I 0 -.18 I 1 0 1 1 0 1 +1 I +2 I +2 I +3 I Total 1 -24 I I .19-.42 1 4]-.66 1 0 1 0 -1 1 0 1 I -2 I 0 -2 1 0 I -3 I Z of I Sn 1 8 r Dbl, Tr 1, P I .667 up 1 0 1 -2 I -4 ( -4 I -6 I Floor I (U - I (u - I (u - I 1 Area 11.10) 10.65) 10.41)1 I I ofnts I points I ointsl West I .1 1 1.6 1 3.2 16.4 1 9.0 o +6 +6 +6 I to I to 1 to I to I up I up to 1.3 I +5 I +6 I +6 1 11.5 13.1 16.3 17.9 I 1.4- 2.2 I +3 I +4 1 +5 I I I I I I 2.7- 2.8 I 0 1 +2I +3 I I 2.9- 3.6 I -3 I 0 1 +1 I 0 -.12 1 0 1 +1 +3 I l +6 I +7 I 3.7- 4.2 I -5 I -2 I I ,. 13- 36 0 I 1 0 0 1 I 0 1 0 I 4.3- 5. I -8 1 -4 ( -22 . 37-. 57 0 1 1 -1 -3 I I -6 I -7 I 5.1- 5.66 I -10 1 -6 I -4 58 -.82 -1 1 I -3 -6 I I -1:- 1 -15 1 5.7- 6.2 I -13 I -8 1 ' -6 I -T -q -up I -2 I -4 I -8 I -16 I -•70 I 6.3- 6.9 I -15 I -10 I -7 I I I I I I I �6 I -18 I -T I -9 I 7.7- 8.2 1 •-20 I -14 I -11 1 Skylight I .1 I .8 11.6 13.2 l •4.0 8.3- 8.8 I -22 I -16 I -13 I I to I to I to I to I to 8.9- 9.5 I -25 I -18 I -15 1 1 7 1.5 1 3.1 13.9 15.2 9.6-10.i 1 -27 I -20 I -16 I 10.2-11.0 I -29 1 -23 I -17 I 0-•12 10 I +1 1 +3 I +6 I.+7 11.1-11.8 I -35 I -26 I -21 I .13-.36 1 0 1 0 1 0 1 0 I , 0 11.9-12.7 I -38 I -29 I -24' 1 •37-•57 1 0 1 -1 I -3 1 -6 1 -- 12.8-13.5 I -42 I -32 I -27 1 .58-.82 I -1 I -3 I -6 I -12 1 -. 13.6-14.3 I -46 I -35 I -29 I •8833 upper 1 -2 I -4 I -8 I -16 ( -20 14.4-15.2 I -50 I -33 I -32 Table 3-9. Skylleht Points }�TaD East-Facinj Clazln Pts. r;!qt�f•/I I I I I Glazing Type I I I Glazing Type I I Total I 1 - --- I Total I I I Z of T Sngl Dbl I Tr -1 Table 3-11. Horizontal South Overhane Points South Glazing 1 Length Out I Area, Z of Floor I I from Wall I I I ft r 0-6.3 i 6.4 up 0 - 0.5 1 -2 1 - 10.6 - 1.0 1 -2 I -3 I 11.1 - 1.9 I -1 I -2 I I 2.0 up I 0 I 0 I Table 3-12. Movable Insulation Moveable Insulatioa l I Area, Z of Floor I I I Points I I I I -of I Sngl, .1 Dbl, Trpl, I Floor I U- I U -I I U- �I Table 3-2. Raised Floor Points I Floor I (U - I (U - I (U - I F Area 10.66- 10.42- 10.41 I T I Area 11.10) 1 0.65).1 0.41)1 1 11.10 10.65 I down I R -Value of I I points Ipolnts I ointsl I Insulation I Pointe 1 I O I+ 1 ♦ 41 ♦4 1 1 up to 1.3 I -1 I 0 I 0 I I I I I up to 1.3 I +3 I +4 I +4 1 I 1.4- 2.2 I -3 I -2 I -1 I 11 �0 + 2.3- 2.8 I -6 I -4 I -3 I I below 3 I -12 I I � -2 I I 0 I 1 �3 I 3- 4 1 -8 I I 3.7- 4.6 I -5 I -2 I -1 I I 37- 4.2-I -11 ---r I -6 I I 5- 7 I -6 I I 4.7- 5.6 I -8 ( -4 I -3 I I 4.3- 5.0 I -14 I' -10 1 -8 I I 8- 12 I -4' I I 5.7- 6.7 I -10 1 -6 I -5 1: I 5.1- 5.6 I -16 I -12 I -10 I I 13 - 18 I T2 I I 6.8- 7.7 I -13 I -8 1 -7 I I 5.7- 6.2 1 -19 I -14 I -12 I 1 •19+ 1 0 I I 7.8- 8.7 I -15 1 -10 1 -8 1 I 6.3- 6.9 1 -21 1 -16 1 -13 1 I I I I 8.8- 9.7 I -1.7 I -12 I -10 1 I 7.0- 7.6 I -24 ( -13 I -15 1 I 9.8-11.2 I -21 I -15 I -13 1 I 7.7- 8.2 I -26 I -20 I -17 I 111.3-12.7 1 -25 1 -18 I -15 1 I 8.3- 8.8 I -28 I -22 I -19 I 1 12.8-14.0 I -23 I -21 I -18 I ( 8.9- 9.5 I -31 1 -24 I -21 I 14.1-15.3 I -32 I -24 1 -20 I I 9.6-10.1 1 -33 I -26 -22 I Table 3-11. Horizontal South Overhane Points South Glazing 1 Length Out I Area, Z of Floor I I from Wall I I I ft r 0-6.3 i 6.4 up 0 - 0.5 1 -2 1 - 10.6 - 1.0 1 -2 I -3 I 11.1 - 1.9 I -1 I -2 I I 2.0 up I 0 I 0 I Table 3-12. Movable Insulation Moveable Insulatioa l I Area, Z of Floor I I I Points I I I 0- 5.5 I 0 I I 5.6 - 11.5 I +2 I I 11.6 - 17.5 I +4 1 I 17.6 - 23.5 1 +6 I I `23.6+ 1 +8 I Table 3--13. Lnlflttstion Control Fen.tures Points r--- -- 1 Control Features I Points I T_ I I I Standard I 0 I I I I j 1.9 air changes per hr I I T- I Tight I +12 I I I I 10.6 air changes per hr I' I i I I Tdble 3-15. Gas Furnace Withouc Refrigeration CoolingPoints r- I 1 Seasonal Efficiency I Points I (SE), = I I I 71-76 1 0 1 I 77 - 82 I +2 1 83 - 88 I +4 1 I 89 - 94 I +6 . I 95 up i +8 Table 3-16. Neat PuoD Points 7- 2 2 I Energy Efficiency I Points I I Ratio 1 (EER) 1 I I I 7.5 - 7.9 I +3 i I S.0 - 8.3 I +6 I I 8.4 - 3.7 I +9 I 1 8.8 - 9.1 I +12 I I 9.2 - 9..6 i +13 1 I 9.7 - 10.2 1 +18 I I 10.3 - 10.9 I +21 I I 10.9 - 11.5 I +24 I 1 11.6 - 12.3 I +27 I I 12.4 - I 13.2 1 +30 1 I I 2 2 6 6 Table 3-17. Cas Furnace With Refrigeration Coolina Points !Refrigeration) Gas Furnace I Cooling I SE % I I171-117- i 83 -s-9-79-57T I 1 761 821 881 941 up I 1 8.0 - 8.3 1 01 +21 +•41 +61 +8 1 1 8.4 - 8.7 1 +21 ++I +61 +91+10 1 1 8.8 - 9.2 1 +41 +61 +81+101+12 1 1 9.? - 9.7 1 +61 +81+1014.121+14 I 1 9.8 - 10.3 1 +31+101+121+141+16 1 1 10.4 - 10.9 I+10;+L2j+14j+161+18 I 1 11.0 - 11.6 1+121+141+161+181+20 1 I I ! I 1 1 7/7/83 TALE 3-14 (iDAPTED) MASS AREA �1,000 SO. FT. I A E C 50 100. 150 240 250 300 350 400 503 600 700 a30 500 1.4.0 1.;OU 1.200 1.JCO 1.400 1.540 2.000 2.500 J.000 3.500 4.000 4.500 _S_00_ 1,500j 2,000 8 C 0 A 6 C ZONE 11 INTERIOR THERMAL MASS POINTS 2,500 1 3,000 1 3,S00' 2 2 2 2 2 2 2 O j 2 2 2 0 1 0 0 0 0 0 0 0 0 0 0 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 6 6 6 4 4 4 4 2 2 *2 2 2 2 2 2 2 2 7 2 2 2 2 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 1010 4 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 14 14 12 8 10 1G 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6.6 B 4 2 4 4 18 18 16 10 12 12 10 6 10 10 8 6 R -8 6 4 6 6 6 4 6 6 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 E 24 24 20 14 18 16 11 IO 14 14 11 0 10 10 10 6 10 10 8 6 8 6 26 14 22 16 70 16 16 10 14 14 12 8 12 10 10 6 to 10 B 6 10 R 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 b 12 12 10 6 10 10 30 30 26 18 °7 20 20 14 18 18 16 10 14 14 12 8 12 12 10 6 12 10 32 32 28 20 24 24 22 14 20 20 18 10 16 16 14 B 14 14 12 8 12 12 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 34 34 32 22 28 26 24 16 22 22 20 12 18 18 IE 10 14 14 14 8 14 12 34 34 32 24 28 26 26 18 24 24 20 14 20 20 18 12 18 16 14 10 14 14 36 34 34 24 30 30 26 18 24 24 22 14 I22 20 18 12 18 18 16 10 16 16 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 i21 20 34 34 30 22 I30 30 26 18 26 26 24 16 24 24 34 32 30 22 30 30 26 18 • 32 32 30 I28 0 30 30 32 I . 32 A) 1. 3's' Concrete Slab: 1![•8.93; R-.29; Factor -7.3 2. 3 3/4' Thick Common Brick: IIC=7.125; R-.13; Factor -7.3 8) 1. 5ss' Concrete Slab: HC -14.106; R-.458; Factor -7.1 C) 1. S" Solid Filled Block: 'HC -20.63; R-1.93; Factor -6.1 2. 8' Solid Filled Bloc: With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for ThermalMass Area: IIC=10.164; R-.96;; Factor -6.1 D) 1' Thick Concrete/Tile: MC -2.55; R-.083; Facto r•3.7 Table 3-19. Zonally Controlled Electric Rest5tance Space Heating Points I Points foe this neasurc will Table 3-2n. Solar Water Heatin With Cos Sacks Points be completed after the CE -C I I has approved an Alternative I I Component Package for Resistance I neat. Table 3-18. Active Solar Space Heating with Gas Points 1 Net Solar Fraction I Points I I (NSF), Z I I I 0-6 10 l I 7-14 I +2 1 1 15 - 23 I +•4 1 I 24 - 30 I +6 I I 31 - 39 1 +8 I I 40 - 47 I ; +10 1 48 - 55 I +12 1 I 56 - 63 1 +14 I I 64 - 71 I +►8 1 i 72 up 1 1 +20 I I I 4,000 I 4.SGO 5_,000 i 8 C D I A b - G B C_ S 0 0 O 0 0 0 0 C 0 Oj 0 0 0 0 0 0 2 2 0 0 2 2 0 0+, 0' 0 0 0 _ 0.9 10-19 20-29 30-39 40-49 50-59 2 2 2 2 2 0 2 ? 2 0 I 2 2 2 r i 2 2 2 2 2 2 2 2 2 2 2 0 7 +4 2 2 2 2 2 2 2 2 2 2I 2 +4 22 +7 2 2 2 2 2 2 2 2 2 7' 2. 7 2 2 4 2 4 4 2 2 I 4 4 2 7 I 2 2 7 2 4 2 4 4 4 2 I 4 4 2 2 I 4 4 2 2 6 2 6 5 4 4 4 4 24 21 0 4 4 . j 6 4 6 6 6 4 I 6 5 4 2 .6 6 4 21 6 4 8 6. 6 4 1 6 A 6 4 1 6 6 R 2 i 8 4 P F 6 < I 8 6 6 0 6 I 3 8 ' 8 4 e 8 5 0, B 8 6 c i 10 6 10 10 B 6 8 8 0 4 j .", 8 £ 4 i I0 6 10 10 10 6 I In 10 8 G! 10 C f 12 8 1,12 12 10 6 1 10 8 6 In In 8 6 i 12 6 12 12 10 6 112 1.0 10 £ i to 10 F. o 128 14 14 12 8 12 12 ;G 6. 10 to 17 '. 14 8 14 14 12 w 117 1: 10 ! 18 12 18 18 16 10 i 1C IE 14 L 11! l4 12 S j 22. 14 22 22 13 :2 20 20 18 !: I to .; 1£ 24 16 I24 24 22 14 22 22 20 1<11 26 la 2d 28 24 16 26 Z4 22 14 i 7.1 :4 20 14 ' 30 20 30 30 26 18 18 Z 24 lE 25 2•5 2: if 32 32 28 Z 30 30 2F Ij ib E , 32 T7 2J 29 j- IJ 76 1=. wood stove 433 points -(no back up) casablanca fan + ).point Multifamil (per unit mints) f I i Cas Only 1 I Floor Area I I Heat Papp I I ( 0 Net Solar Fraction (NSF), Z I per unit, i I Meeting the Require- ( 1 I menti to Part 2 I I I 0 1 I Eleecrte Resistance I I I ft 2. _ 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 , 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 }16. +19 1,000-1,499 0 +-2 +4 +6 +8 +IO +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2 C00 and up 0 +l +2 +4 +5 1 +6 +7 +9 All others (pe bulling points) 800-8.99 0 +5 +10 +14 +19 +24 +29 '- +34 900-999 0 +4 +9 +13 +17 +21 +26 +30 1,00D-•1,199 0 +4 +7 +11 +15 4.19 +22 +26 1.2Or, 1.1.99 0 +3 +6 +9 +12 +15 +1a +21 1,500-1,999 0 +2 +5 +7 1 +9 +12 1 +14 +lc 2,000-:,999 +2 +3 +5 +7 +8` +10 +11 3.000 i,.d uo -0 0 +! +3 +4 +5 4-7 +S +10 1 Table 3-21. Other Water Heating Pta. I System Type I Points I f I i Cas Only 1 I 0 I I Heat Papp I I ( 0 I ( Solar with Electric I I I Re+!stance Backup I i I Meeting the Require- ( 1 I menti to Part 2 I I I 0 1 I Eleecrte Resistance I I I O. --1y COUNTY OF BUTTE - DEPAAME3T OF PUBLIC WORKS 7 County Center Drive;*Oroville, CA 95965 PHONE: 916-534-4541 William A. Haxby DATE Sent_ 5, 1986 829 Pearson Rd. Paradise, CA 95969 RE: Building Permit application #2522-86 A.P. # 55-30-93 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans _ Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in X Structural details, in duplicate for open deck & glu lam beam over kitchen. Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing X Recorded copy of agricultural acknowledgement statement. ff OTHER Please have the plans signed by the permon who prepared them. Please furnish foundation beam sizes for beams under the hearth and beams under bearing walls. Pease contact this office concerning non-compliance with energy regulations. You have negative 28 points and must modigy your building to arrive at or better t an -12 points per A.B. 163. Please obtain a driveway permit. Should you have any questions concerning the above, please contact this office. JFG/aj TJ Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector 10 BY ----L -L�-...... DATE_ 6,/ _ ?_ �'/� /f/_— 5 SHEET NO.. JF. 7.... SUBJECT----_ GHKD. BY........... DATE -------------- OOF 1G.�P ��r Jr -------------------------------------------------------- JOB NO.---------------- --------- ------------------- --- . /�1. ---- Pi�.tr�4/>/S C :..- -�t T F'i�fC.�!NEE.�RlI�1�'a, - ----------------- 5790 -- -- ---- 5790 CLARK RQ, PAR4PIS9, CA 95359 472,?Q2�4 r ' TE✓�✓�ci' 0/1= HESE c/'e-cs s�,va�oXJL�/l,2� GAJ/ _ , 032 x r12 f , oZo . /D !,t/Z s ,.03 Zx 614 .c 2 � f)/Z , OZO �L G ,rx./O,r/¢Z f,,32x/ z /f' Z 2 3Zx/¢•Z/Z t, A?Fe,/dx/¢,ZL- G ley ?,?A- z,c0ls �nf � . 30 < ZZ/ /fix /, Zy, e� o P = Z. ZZ A, ��T-� _ � 7z//,-3�= •Z.O/ -sF Nt�� ° os s Z �(c *Z /L%/P • BY. -_-It-, .............. DATE -.90f?- SUBJECT__ —'/ C�e'� 9 u - ----------------•- CHKD. BY ........... DATE ----•--- �0 __I---_OO� - - - = - - ! ALL 17,'4 r&?' p i - - �- 1�c�/y�ly T L G = Z ? t�S� .2110 SHEET NO. /_. JOB NO --------- %QC `�/ T ENGNEERING 5790 CLARK RQ, PARADISE, .CA 95355 /fes � /1 /I MrI44� &J/ 032 x r12 f , 000 03 Z,r 04Oz< Z � f )/Z 1 o20 = . '5�Z'C/ .rxy,r/,;r,Z f,.r2"rZ,22'� L /g• Z uJL �i f7'c _ I �z ¢2/ 11 3X, 3Zx/y,27Z f./0 Fe /ax/¢.2Z= Z, D x /• -,T T ds'T` �-r �O17,v4' Q�of Esso 4 3 OF CA1� . ale lZIC or s2 ,a -s P�Z /"%/lz> 1&`t,, AA 1 REcAlED MIA-ATY Return to DPW ' AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT OFFICIAL RECORDS BY FOR RESIDENTIAL DEVELOPMENT PARITY( SHOWN Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 87-20730 1987 JUN -9 AN 9: 48 The property described herein is adjacent to land or included CANDACE J.GRUBBS within an area zoned for agricultural purposes, and residents of this CLERK -RECORDER FEE property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, El and fertilizers; and from the pursuit of agricultural operations including, but not limitedpages to,cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: June 9, 1987 State of California ) ) SS. County of Butte ) eoaaaaam�®■®®®e®®m®®®rim®®e� ® TARA J. HOSHALL m NOTARY PUBLIC -CALIFORNIA w ® Butte County ® My Commission Expires March 8, 1991 On this the 9th day of June 1987 , before me, the undersigned Notary Public, personally appeared William A. Haxby /X/ Personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the person(s) whose riame(s) is subscribed to the within instrument and acknowledged that ht - executed Pexecuted the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. Sl-'AQ_92 0-- Nary Public END OF DOCUMENT Return to DPW AGRICULTURAL STATEMENT OE ACKNOWLEDGEI,ENT RECORDED BUTTE COUNTY FOR RESIDENTIAL DEVELOPMENT _ OFFICIAL RECORDS BY Section 26-8.1 of the Butte County Code requires'this acknowledgement be recorded prior to issuance of a building permit. 87~20730 PARTY SHOWN 1987 JUN -9 AN 9: 48 The property described herein is adjacent to land or included CANDACE U GRUBBS ' within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from CLERK -RECORDER FEE -5 El the use of agricultural'chemicals, including, but not limited to herbicides, pesticides, Pa9ft 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 zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, j necessary farm operations. + All that real property•situate in the County of Butte, State of California, described as follows,: NOT COMPARED WITH ORIGINAL DOCUMENT I i l Date: June 9, 1987 State of California^) On this the. 9th day of June 1987 before SS. me, the undersigned Notary Public, personally appeared County of Butte ) William A. Haxby , m®oe®®coon®maoao�om®o®ao0a� TARA J. HOSHALL L 6 ;1�k NOTARY PUBLIC -CALIFORNIA w Nazvf Butte County My Commission Expires March 8, 1981 �aao®oco©f9®®o®®oo®o■®mme� /x/ Personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) is subscribed to the within instrument and acknowledged that hp executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. n. -�t v N ary Public Present A.P. No. 91-10_g2 M F 1xn ll f� i J v ✓'"r F +M r . 1 4 I I IT l.. w as Ma,n ", a H I n N rt. a i�rWNrVxni' T r W� t , w .: .. T 4 !w, r f t d w R , I """.'"'."._'"i" �.. ) � �. a xw. .,. � . a� r. �..: I' :.. ,: a...:.:,✓ ,. �.� ut. .ray �.� ,. ' ' r!�i� � � � � � % � .. ..w, E........, C 1. .. pp(( I �Y VA�,,, . M F 1xn ll f� i J v ✓'"r F +M r . 1 4 I I IT l.. w as Ma,n ", a H I n N rt. a i�rWNrVxni' T r W� t , w .: .. T 4 !w, r f t d w R , I """.'"'."._'"i" �.. ) � �. a xw. .,. � . a� r. �..: I' :.. ,: a...:.:,✓ ,. �.� ut. .ray �.� ,. ' ' r!�i� � � � � � % � .. ..w, E........,