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HomeMy WebLinkAbout066-370-045d D 0 94-1377BPEM 066-370-045 VESELY, PAUL & CATHERINE 13500 NIMSHEW_RD., MAGALIA. CONT: R & A BUILDERS 9 F / NLW SINGLE�FAMILY /y� Nimshei�J ReW,:Maya, /earl fOWL, "%Ylazs r" Pag 0 I 1 A q BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 13500 NIMSHEW RD Owner: Permit No: B08-2243 APN: 066-370-045 VESELY PAUL JAMES &, Issued Date: 11/07/2008 By TMP Permit type: MISCELLANEOUS 13500 NIMSHEW RD Subtype: Private Pool MAGALIA, CA 95954 Expiration Date: 11/07/2009 Description: NEW POOL MASTER # M008-0003 (530) 873-1751 Occupancy: Zoning: AR -2-'i Contractor Applicant: Square Footage: POOL BUILDERS INC POOL BUILDERS INC Building Garage Remdl/Addn 3080 THORNTREE DRIVE 25 3080 THORNTREE DRIVE 25 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 899-8988 (530) 899-8988 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Swim Pool -Master Plan Co $512.42 Total Charged: $591.32 Fees Paid: $591.32 Balance Due: $0.00 Receipt No: B9035 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractors License POOL BUILDERS INC 833994 / C53 / 10/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (comm (comment' Section 7000) of ' 'ion 3 of the Business Pro ions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in or an ffect, of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars V 11/07/2008 penalty [$500]; Please check one of the following: Contractor's ignature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR 11I are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier The Contractor's License Law dows not apply to an owner of the property who builds or improves and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the ACE AMERICAN INS C45085879 03/01/2009 Carrier. Policy Number: Exp. Date: Contractor's License Law.). (This section nee not a completed if the permit is or one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I sho d become subject to the workers' X 11/07/2008 compensation provisions Section 3700 of the abor de, I shall forthwith comply with those Owner's Signature Date prwo s. XLdJ;z__ 11/07/2008 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sign ture Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($190,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned propert for inspection p rposes, I hereb rt' that I am the ertyown oramaulhori%toacto a opertyown s e elf. CONSTRUCTION LENDING AGENCY (4A 6Wg! /07/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Vine the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. �- L BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last NameFirst VP_ 5 1 ame a. LA- l Mailing Address c) City Irl C. CL �. State,x ZipQ595 Phone .7-3 1 7�� Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# Properly Address )0 A h m s j ?i r. City 11717, - - /, `_ 1) 1 WORKER'S COMPENSATION Policy Number � 7q Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: L Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Foroffice use only: Name DDCONTRACTOR va/ Ptc l�e� �T Address 30 00 * 24 a�n, �� City C� i s State, A Zi s 97 Phone g 8 Fax 8 77 6 918 0 E-mail \\ Lic. # (9 Ln 4 Class APPLICANT SIGNATURE X PROJECT LOCATION AP# Properly Address )0 A h m s j ?i r. City 11717, - - /, `_ 1) 1 WORKER'S COMPENSATION Policy Number � 7q Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: L Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Foroffice use only: ARCHITECT/ENGINEER Name R O L e P -r e- 4( e Address 30. - City Cl~��� State Zip Phone r� p G� Q (J a� L l — , ( O Fax E-mail State License Number APPLICANT SIGNATURE X PROJECT LOCATION AP# Properly Address )0 A h m s j ?i r. City 11717, - - /, `_ 1) 1 WORKER'S COMPENSATION Policy Number � 7q Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: L Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Foroffice use only: APPLICANT INFORMATION Name R O L e P -r e- 4( e Address 30. - City Cl~��� State C Zip `t 7 Phone r� p G� Q (J a� L l — , ( O Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# Properly Address )0 A h m s j ?i r. City 11717, - - /, `_ 1) 1 WORKER'S COMPENSATION Policy Number � 7q Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: L Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Foroffice use only: Zoning Z Flood Zone SRA No FFor F0 Type Const. ,$,5q /, 3 �2_ Bette County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: fly Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest pfiority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http:Hmunicii)alcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to'the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-2243 Location: 13500 NIMSHEW RD Parcel Number: 066-370-045 Owner Name: VESELY PAUL JAMES &, Description: NEW POOL MASTER # MP08-0003 Date: 11/05/2008 Phone: (530) 873-1751 Signature of Applicant: �� Date: 11/05/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR , LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530)538-7171 Fax www.buttecounty.net/dds 0 O 0 O O National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-2243 Date: 11/05/2008 Location: 13500 NIMSHEW RD By: TMP Parcel Number: 066-370-045 Sub Type: Private Pool Owner Name: VESELY PAUL JAMES &, Phone: (530) 873-1751 Description: NEW POOL MASTER # MP08-0003 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control.Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: v Title: FILE Date: 11/05/2008 0 y s.. . t RESIDENTIAL 94-1377BPEM 066-370-045 VESELY, PAUL & CATHERINE W 13500 NIMSHEW RD., MAGALIA , ' CONT: R & A BUILDERS - NEW SINGLE FAMILY t A Acr OFFICE a Ads _i 03 �Gw ciG.�_ ' �ic rs� GAS Meter By Date k ELECTRIC' Date r .'• I .Meter By t.s 4�rn9t,, %` i� C Allf /� `,r ' J c JOB FINALED (Date) Signature a R I J=OK O = Not'OK Not Applicable =• i Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. -Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap:, ' P'U ft. / /"Nat. or/ /"L"ft./ /"LPG `17. Well Clearance & Disconnect + y 8.'Utility Clearance ` Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector _ 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1- Date Card B-1 1 r , f MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements j 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test , Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i r , f MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements j 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test , Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=QK� O = Not OK = Not Applicable =L'Vot Ready RESIDENTIAL (; Date UND RFLOOR (Plans) OK except ff's Zon i ng -Setbacks -Easements -Flood -Slope . F ., Main; Soils-Elec. Germ. -/1.81" Ftg. Depth �q—ci14 Ftg., Garage; Soils-Steel-Elec. GVrd.-IN" Ftg. Depth 1 • tI Ftg., Porches & Decks; Soils-Steel-W-/Ftg. Depth temwalls, Main; Steel -Bloc kouts-Wra pped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors - Slab; Steel -Wrapped 8. Piers -F' ce Ftg.-Steel 9­157W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13.jPi s & Ducts; Clearance -Material -Support -Ins. 1 rs-S' Anchor Bolts -Joists -Vents -Cripples 15 ss & Ventilation 16. Insulation Date f-j'!'�- Card B-1 Uf) Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except fir's 16. Water Ht Ven Acc ombu Air -Baffle ------------------ ----------------- 17. W ipe. nchor ail Protection --------- ----- - ----------- (gjr D.W.V.: fittings & Ancho Nail P ction 1 n' e . irst Floor -Tub Access Tub -& h econ oo Tub Acces t 21. Gas Pipe: Size & Anchors -- ------------------------------ - - ------------------------------- ------ Date -• Card _13- 1 Date Card B_t - - Date Card B-1 Date Card B-1 Date FLE X0MICAL (Permit) OK except ft's C� 22. Fixt & Transformer Clearance -Ins. Pr ection ..--------- ---- --- ------------------------- le Receptacles Spacing -Li witches at Do rs --------- ----- ----- - ------------- ------------------------- --- ize xes & No. of Conductors-Sta led ------------- - -------------------------- --- --------------------- 'Installed Close to Ed9 of Stu s & C. ------------ -------------------------- Equip. Ground made up w!Mech. Fastne s -Bond Gas & Water ---------- ----------------------------------------- -- ----- 7. 2 Appliance Circuts in Kitchen & Conductor SizerGFI - - --- -- -------------------- '28. Subfeed Wire Size ga. Cu o AI A.C. Wire Size ! ga. Cu -- Al 29. Range Circ. Cu or AI -Oven Circ. / ! ga. Cu or Al. ----- Ins N t al- - -- - O Yes-------0-No -- --------- ------ ----- - ----------s- ervice-Riser Conductors & Ground -Main Disconnect - ----- - ------ ------ - - - - -- - — -- - -- ----------- 3 Clearances Panels -Motors -Meth. Equip. ------------------ --------------------------------------------------------------- CI s Closet Light -Shower Light -Spa Light ----- --- --- - ----- -- --- Smoke Detector ------ p-,�---------------- Date - - 1� Card B_1 Date Card B-1 ----------- ----------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANI (Permit) OK except a's cts Insulation & Support ------------ ----- ------------------------------------------------------------ 3 ent Fan: Exhaust bo-- insulation 36. Condensate D in & Overflow: S Grade --------- ------ ------ --------- - - ---------- ---- ---Air's- - - - t 37. Furnanc V Access -C Air -Return Air Vent -115 outlet ----------------AAAA- -- -- -- ------------------------------------- c3 tic Aca 'f Furnance in Attic -----.--AAAA-- ----------AAAA--------------------------------------------------- t- ---AAAA- -------------------------------------- Date l_'C�•y Card B_t f Date Card 6-1 i----------- Date Card B-1 Date Card B-1 Date FRAMI (Plans) OK except ft's ls. Proper Material &'Anchors - 40 turfs- Nailing Spacing & Bcacing_Plates_Sound - 4 ring Walls over Girders & Floor Nailing -------AAAA-- AAAA- ------------------------ ---------------------------- 2 �% D top in Walls (rat proof) -- - -- - --AAAA-- AAAA---------------- AAAA ---------------------- 4' . Fire S S. Furred Ceilings -Stairs- ses-Tub --- AAAA -- --- -- ------AAAA--------------r- eaders & Beam -Size & ring i Tingle & Duplex) Date RAMING (Continued) Ha _ ers-Post Caps -Anchor -C ectors 4 In Joist-Rftr. ties-Purli roo ra russ Shthng.-Ring. -- - F' e_ ce Ties Type Flue fireplace Throat clearance ttic Access; Size 8 Romex Protection -Draft Stop -Ins. Baffles 49. Bdr Win or Exiting Doors-SiiLW0t<Dim s arage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garag 3rd Story, 2 Exits 3 Sta' W,d Ieadrd .Ri -Lan -Fire Kr 90�p od on Roof Overhang -Attic Vents -Rafter Outriggers _ Siding -Nailing Veneer -------------56.-Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ----- --- 57. Gla 'ng Area -Glass Protection -Skylights -Plastic ar Walls: Nailing -Bolts ` i -------- -g. Insula_ n -Walls -Ceilings 6 filtration -Walls -Windows ----------------- -Date-f �r� - qL1,-Card B_T -- Date - Card B-1 Date Card B-1 Date Card B-1 Date FINAL P ns) OK except k's 1. ii oor & Sidelight Protection -Landings moke D_etectorr Furnace; VeretSClearance-Comb. Air -Connector - In Gar e; Above Floor -Ducts -Meth. Protection ---------------- -----------7_41.;;Fdn Vents & Crawl Hole Door- rainage & Wya d -Earth Clearance Looked under F or .... -....- - -- -- - - ---------- — owing instld. Drive �� ❑ No: Walks'0 Yes UlTor- Planters 11Yes o ..--- --- - - ---------------------------------- - -- - cco: Brown -Finish - ------ 82. t; Discnnect. Electrical, Plu ing o encs Above Roof: Plbg -App ce.-Clearance to O enin at ell; Disconn lectrical, Plumbing -------------- -- -------------- -- ----- --- erior Elec. Trim_ eceptacle-Underground Ventilation Throughout House ----------- --- �------------------ ---------AAAA-- ss Protection - - BiS. erections from Previ us I spections - __ __G Test -Meters Teas Ele-------------- c- 90. ater &Sewer Connected -C to Grade -HD Approval -AAAA-AAAA-- ----------------------------------- nergy Compliance Certificate -Other Certificates -------•- AAAA- ----AAAA----------------AAAA-- --AAAA-- - Date and 1 Card B-1 B - Date _ - 5- 5----- -1 ----AAA A--- Date ` Card B-1 _Date Card B-1 - T ---AAAA-- Date % s'%9l Card B-1 Date Card B-1 Commen s aV Final COUNTY OF BUTTE - DEPARTMENT;OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT Q - ASSESSOR PARCEL NUMBER 066-370-045 ZONING ARMH3 BUILDING L r•\7 f1�11� I DINPERMIT IV G OWNER PAUL &CATHERINE VESELY TELEPHONE SQ. FT. OCC. BUILDING VALUATION 3382 R 182,628.00 OWNER'S MAILING ADDRESS 14656 BRIDGEPOERT CIR, MAGALIA, 95954 868 M 15,624.00 CONTRACTOR'S NAME TELEPHONE 934 C 12 142.00 80 0 560.00 CONTRACTOR'S MAILING ADDRESS Fireplace A 1,500.00 CONSTRUCTION LENDER BUTTE COMMUNITY BANK UNKNOWN Total Valuation $ 212 454.00 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 1035 00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 672.79 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 13500 NIMSHEW RD PERMIT FEE $ 1750.75 MAGA LIA' . 95954 PLUMBING PERMIT Filing Fee 1 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 19,00 USE OF STRUCTURE SFX$ Duplex O Mobilf:home O Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20'00 TYPE OF WORK New XN Addition O Remodel 1:1Utilities C]Installation O Other O Describe Work: 4 BEDROOM PERMIT FEES Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service I "' OR LESS I 200A OR LESS 23.00 23 00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) 3.50 FST,O, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P 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) XI, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST, MULTI -OUTLET NON-flsslo. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) &SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 200 1.00 BAL. @ .50 Ex. Occu FIXED APPLNS. OR P• ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare 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. 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 $ 191. 25 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating L5.00 Cooling 5,00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEE $ 75.50 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.occ I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County' consequence of the granting of this permit. X Date 5-fG -95� Signature of Applicant - Q Owner O Co6fractor 5 -Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Ov Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 R3 CONST. TYPE VN TOTAL FEE $ mxxx. HAZ• D. FEES P FLOOD CDF JXX PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or Indic d ve for w ich fees have By A PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 7 � /Date► 162797-764.35//167556-1491.15 Receipt No. 2� WHITE-D.D.S.-6,..p/G, O�yRY&AS,$.$$OR- P}(JN$QTOR GOLDENROD -APPLICANT i i JKA Zj j COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT,,AE13V�ES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. 6 A routine inspection indica e t following violations of Butte County- Ordinances exist at the above address and sho, 'd he corrected Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. LLQ.=Mdlfl�Ww Date Inspector REV 10/9 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 94-13 r PERMIT NO. A routine inspection indi es that the following violations of Butte County Ordinance's exist at - the above addres should be corrected. Please notify this office when correction of work is completed you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. spector �N aD- v } s COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER 0 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at =' the above addr.pand should be corrected. Please notify this office when correction of work is complet!.OoIT you have any questions pertaining to this matter, or need additional explanation, f please tact this office immediately. • t` '? i i i 1 Date `J ' /(zP-9 5 Inspector REV 10/92 ;V COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541, 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER 0 PERMIT A routine inspection indicates that the following violations of Butte C6unty'Ordinances exist of the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 11/91 0 COUNTY OF BUTTE iµ BUILDING DIVIS ON DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA (91*6) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 h `.. CORRECTION NOTICE I PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of.work is completed. If yo y questions pertaining to this matter, or need additional explanation, , please co is office immediately. " :1 f ,y -COUNTY OF BUTTE BUILDING DIVISION "' """"` :n DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - 016) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 - CORRECTION NOTICE PERMIT NO. V A routine inspectio indicates that the following violations of Butte County'Ordinances exist at the above address and.should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. t REV 10/92° f�C?i'�{:t,p�ly COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 5 CORRECTION NOTICE \IL SEL 9Y-137) t OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at K the above address and should be corrected. Please notify this office when correction of work x is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -A (L 0 E. GARA6E 'Z4_rAtnllntG 1AALl_ . Date GC{ -Cj Ll Inspector f ( 3,A,—r.N REV 11/91 INSULATION CERTWICATEPAUL vESELY 13500 NIMSHEW ROAD_ MAGALIA BUTTE NOW ANp STREET CITY COUNTY SUBDIVISION ` LOT NUMBER PLAN NUMBER DESCRIPTION OF -INSULATION ROOF .. . !Notarial Brand Name Thickness (orches) Thermal Resistarxx (R -Value) CEILING Batt orBlanhet Type FIBERGLASS Brand Name CERTAINT D Thickness(riches) JOZ Thermal Resistenoe (R-Va►ue) 3c) tense Fill Type .INSULSAFE I11 Brand Name CERTAINTEED Contractors minimum installed wmthtlR Ib Minimum thicwvw.____lnches Manufacturers installed wegM Per square foot to achieve Thermal Resistance (R-Vakie) EXTERIOR WALL . Material FIBERGLASS Thickness f=hesL_ RAISED FLOOR Material FIBERGLASS Thickness (nches) SLAB FLOOR Material Thickness (6ches) Width (inches) FOUNDATION WALL 'Material .FIBERGLASS Thickness (inches) Declaration Brand Name CERTAINTEED Thermal Resistance (R -Value) ►11� e Thermal Resistance (R -Value) Brand Name Thermal Resistance (R-Vaiue) Brand Name CERTAINTEED Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. G NERAL CONTRACTOR (BUILDER) LICENSE NUMBER SIGNATURE & TITLE DATE SHASTA INSU ATION SUBCONTRACTOR (INSULATION INSTALLER) SIGNATURE & TITLE 272941 LICENSE NUMBER 0?- -1 'DATE \f' ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) CEILING - Butt or Blanket Type 'FIBERGLASS Brand Name CFRTAINTEED ) Thickness (inches) IOC Thermal Resisienoe (R -Value) 3y Loose Fill Type INSULSAFE III Brand Name CERTAINTEED Unhactoes minimum installed weightift Wiinirnum ihlckness Inches Manuiacturees'cistalled weight per square foot to achieve Thermal Resistance (R -Value) ' EXTERIOR WALL Material FIBERGLASS Brand Name CERTAINTFFn Thickness (mcnes) G�2 Thermal Resistance a� (R -Value) RAISED FLOOR Material FIBERGLASS Brand Name CERTAINTEED Thickness (mches) 6 Thermal Resistance (R -Value) _� 9 SLAB FLOOR Material Brand Name Thickness (inches) Thermal Resistance (R -Value) -_ Width (inches) FOUNDATION WALL Material FIBERGLASS Brand Name CERTAINTEED Thukness (inches) Thermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in .conformance with the Current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. GENERAL CONTRACTOR (BUILDER) SIGNATURE d TITLE SHASTA iNSU ATION ' SUB-CONTRACTOR.(INSULATION IN SIGNATURES TITLE -' LICENSE NUMBER DATE 272941 - LICENSE NUMBER DATE . COUNTY OF BUTTE - DEPARTMENT �F DEVELOPMENT S 7 County Center Drive = Oroville, California 95965 - T APPLICAMN AND PER 6) 538-754 PEKMIT tib. ASS E RP 6 LNUMBER3 ^ -^ 1 , a ZO N ,/J B �± pM OWN TELEPHONE �o SQ. FT. OCC. BUILDING ALUATION _ .I M` �` _ I M (� -� - - 'OW R'S LING DRESS 1 9 �, c, r , -Qs� CON TSO jS N�n TELEPHONE CONTRACTOR'S MAILING ADDRESS 7 L7 ireplace Total Valuation $ Filing Fee$ Permit Fee J�_O - 20.00 CONS CTION LENOER^ ]� P_ 6 M rrl LA ✓1 1/ UNKNOWN LENDER'S MAILING ADDRESS ' ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee tolp Energy Plan Checking ee $ h ARCHITECT OR ENGINEER'S MAILING ADDRESS -� BIVILDING DD - Penalty $ PE IT FEE PLUMBING PERMIT Each Trap Solar or heat pump water heater i , Filing Fee 20.00 7.00 23.00 Water piping 1'..00 +LOT NO. I SUBDIVISION'S NAME PARCELMAP Each gas water heater or vent 15.00p USE OF STRUCTURE f'L SFI'X Duplex ❑ Mobiiehome ❑ Other SPECIFY Gas piping system 1 5 outlets 15.00s Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK Net^: A Addition ❑ Remodel ❑ Utilities ❑ Installation El Other err El D:scrib e Work: J t/� PE $ RMIT FEE _ Contractor ELECTRICAL PERMIT Filing Fee 20.00 OR LESS ) Main Service OA 200A OR LESS 23.00 Q Main Service 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP.SO, OR AODNS. A ACC. BLDS. ) Wlor 3.50 FT. 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) ❑ 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI-OUTLET -NON.RESID. ( BRANCH CIRCUITS ) @7.50 / POWER APPARATUS ) 1 & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) BAL @ 1.50 Ex. Occup.FLIED APPLNs. OR ( OUTLETS IRESID.) EA. ) 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. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 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 / .Goo Cooling- Hood 6.50 6,S0 Ventilation 9 ,SCS 170 PERMIT FEE $- Contractor 'L I certify that 1 have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - ❑ Owner El Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structuress over 3sstories in height. Mobile Home Installation Fee$ Energy Inspection Fee Q TYPE TOTAL FE $ `' HAZ. D. FEES IMP Flo CDF PARCEL RD H SUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been BY - P( IT EXPIRES ON IDerel provisions to do work paid. Date Receipt No. 1 WHITE-D.D .- .0 CA Y -ASS SSOR,PI IN P - OR f A GOA ENR -APP IC N K__ 1,e, �C,I� Po rc-� �:�lT;t `'`�%S�'; � i' 3')'1�_'dt!rki•! v : +d- :a ""� 'tom 4 .,y-;�y.•Y r 'r .:. sr �;,.-.:�s..,ya•�tr•.-�mxr r � '`&yr �' +: t., � tr .� ` tib ' * P`,y,� 'i" ' •.�s, W7s . �+COUNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 1-1G ad q- U h,,j , rre iL Sr v o. - -D Proposed Building Use - Building Inspector Date _ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1*1, All items have been submitted . ........................................ 2. Plot plans&4 se s, signed by preparer of plans ............................... - 3. Complete plan/4 sets, signed by preparer of plans. .11�G 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. ' 5. Hazardous Material Form . ......................................... AXX 6. Energy Design Compliance and supporting docummentattion. . 7. Statement of Intent for Non -Heated and A/C Buildings . ................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .. g. Mobilehome d a *d anufactur r'ation i tructions, 2 sig s.,........... 10. Fees of $ �V ll ........... F 9 1. pact fees as shown on attached schedule .................... .. . 2. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year floXreA by (�alifornia Engineer................... 14. Sanitation and plot plan approval �I i SC_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: Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . Fre Inspection requeis 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 . .......... t_ -1� 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 . ............... E�anc violations/expired permits. � ..................................... elist ..................................... . When you issue the permit, process as follows: Mail to owner. Mail to contractor. - Telephone - / and hold for pickup at e4 office. Deliver with inspector. Other Parcel Creation h1.6C Z Acreage I Applicant lam. Date ,5J /Z, - % y 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 s 1. Index permit for above iter 2. Additional items required: Ag Contractor, designer own , was advised of above required data by �ne -mail Counter by _ ate ' Contractor, designer, owner, wa vised of above required data by _ phone -mail Counter _ Date Plans checked by Date � -SL Plans approved by Date Sets of plans on hold in File cabinet AP folA, p Copy - Department of Public Works -- JQ TO: Building Department i ✓ /, o�"� l FROM: Encroachment Permit Section RE: Diiveway Clearance owner / location AP # Driveway permit liJil9yjQ tLee ey has been issued for the above property. n b date sign re s E.11. I)SI; ()�IX ` floor Phn All cl:ed Sent b: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �.fiv✓l Sh�.��.�c Owner Location Plan Approved for: Sewage Disposal Z Water Supply: I'ublic _ Clearance for _15- bedroom nMhome. Othcr Hold final for: Final clearance O.K. for: NOTE: Environmental H lth 'pecialis 8/92 AP# Private Well S Date 11 A,` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965'- TELEPHONE (916)..538-7541 OWNER 1)6 i k l Cq t o (11` 1 !'► � U 61 V A.P. # (O S PROPOSED BUILDING USE S / r DATE, 1 Q REC. # DATE REC 1. SCHOOL DISTRICT FEES I-4.CA V2. CJ I /,C�' X7V (paid at District Office) ......................... -_2 0LSHERIFF FEES (paid at Building Department) Residential......x (p =$ unit amt. Commercial (sqft) x =$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) X. _$ # units amt. ..Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division).. /6. SRA FIRE INSPECTION AND PLAN CHECK ...... (G % (paid at,Building Department) 7.- OTHER I� I py At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE S T R U CST U R A L C A L C U L A T I O N S A F 0 R CONCRETE CANTILEVER RETAINING WALLS SLOAN CONSTRUCTION �YN Po. P.O. P.O. BOX 7772 CH ICO, CA 95927 CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE URC SIGNED DATE FRANK L. TYUKOS, RCE 32434 F L T ENGINEERING 5790 CLARK ROAD mw PARADISE, CA 95969 "oma a� C 916: 872-0254 z o O LLJ 0 u') SUBJECT: CONC. CANTILEVER RETAINING WALLS BY:' FLT DATE: 9/94 JOB NO.: 4141 PROJECT: SLOAN CONSTRUCTIONP.0 BOX 7772, CHICO, CA 95927 / FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 8 DESIGN CRITERIA: STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1991 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) = .11 k/l ' MAX. LL 1 = .030 x 19 + .010 x'(19-3) + .050 x 13 = 1.38 k/l MAX. LL 2 = .030 x 3 + .010 x 9 + .050 x 23 ='1.33 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), ` MAX. LL 1*— ROOF SNOW + ADD'L ROOF DL + FLOOR DL+LL MAX. LL 2.— ROOF SNOW + ADD'L WALL DL + FLOOR DL+LL ' CALCIS PROVIDED FOR: A. 31-6" HIGH WALL — SHEETS 2 & 3 B. 51-0" HIGH WALL — SHEETS 4 & 5 C. 61-6" HIGH WALL — SHEETS G & 7 � CONSTRUCTION DETAIL — SHEET 8 , CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28'DAYS, REINFORCING - ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, PROJECT : SLOAN CONSTRUCTION JOB N0. : 4141 DATE : 9/1994 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING'WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP):' - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF: (IN^2) ld'(IN) SIZE & SPA (IN) ------------------ ------- ------------------------ 0.025 3.75 #4 @ 83.7 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - 125 % (IN�2): DESIGN REINF. - VERTICAL: #4 @ 214 - HORIZONTAL: #4 @ 131 4 : 1 35 O 40 2000 .11 1.38 3.5 3 6 6 1.46, 0.16 0.16 0.108 0.180 FLT ENGINEERING 5750 CLARK ROAD PARADISE, CA ( 516) 872-0254 SHEET Z OF COMBINED STRESSES @ WALL: 1 tall < 1.0 A. r PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 C'ALC' S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONC:ERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK; ROAD PARADISE, CA (916) 872-0254 SHEET , 3 OF �P 100 150 1.5 2.5 1500 200 O. 35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INC:HES): 10 - TOE (INCHES): 10 FOOTING KEY - DEPTH & WIDTH (INCHES): 0. - BACK; TO BACK: OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING CINCHES): 26 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 0.28 0.37 0.96 1.20 3.22 AREA REINF. (IN''2) 'd'IIN) SIZE & SPA (IN) ------------------------------------------------- 0.023 8.75 #4 @ 104.2 • DESIGN TOE REINF.: #4 @ 24 0.83 0.22 s 0.21 2.17 0.78 705.76 <: 1500 176. 86 > 0 1342.69 < 1500 813.79 > O 0.43 `f 0.28 1.03 0.30 PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ('316) 87'-0254 SHEET- I OF P GRADE SLOPE RATIO: 4 1 SOIL EQUIVALENT FLUID PRESSURE (PSF): 35 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .11 - LIVE LOAD (KIP) : 1.38 OVERALL HEIGHT OF THE WALL - H (FEET): 5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.5 THICKNESS . OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.35 MOMENT - Mw (FT -KIP): 0.53 AREA REINF. (IN"2) IdI(IN) SIZE &t ------------------------------------------------ SPA (IN) 0.097 3.75 #4 @ 24.8 MIN. VERTICAL REINF. - .15 % (IN•^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN•'`2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 I - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: 0.29 G 1.0 PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALL'S BY : FLT FOOTING DESIGN: -------------- DENSITY OF SOIL (PGF): DENSITY OF CONCERTE (PCF): • OVERTURNING RATIO - MIN: - MAX: ' ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET .SF OF 4�1 100 150 1:5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 10 - TOE (INCHES): 16 FOOTING KEY - DEPTH & WIDTH (INCHES): 10 - BACK TO BACK OF WALL (INCHES): 10 TOTAL WIDTH OF FOOTING (INCHES): 32 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mcg (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING FIATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT"2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP) FOOTING - TOE: EARTH PRESSURE @ TOE - Fv.(KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. ( IN•'••2) ----------------------------------- ' d' (IN) SIZE. & SPA -CIN) 0.067 7------------- 8.75 #4 @ 35.7 DESIGN TOE REINF.: #4 @4 1.19 0.53 0.97 1.37 2.30 2.37 1.33 0.36 0.50 2.67 1.19 936.06 < 1500 .93.57'? 0 1162.474 1500 902.17 `• 0 0.82 ` 0.53 1.46 0.86 PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): COEFFICIENT — a : TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—KIP): AREA REINF. (IN•"2) Id'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.229 3.75 #4 @ 10.5- MIN. 0.5- MIN. VERTICAL REINF. — .15 % (IN''`'::) : MIN. HORIZONTAL REINF. — .25 % (IN"2): DESIGN REINF. — VERTIC:AL: #4 @ 8 — HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK. ROAD PARADISE, CA ( 916) 872-0254 SHEET 6 OF d? 4 : 1 35 0 40 2000 .11 1.38 6.5 6 6 6 1;46 0.63 1.26. 0.108 0.180 0.63 <; 1.0 HEIGHT FROM TOP OF THE WALL — H (FEET): 5 ' HEIGHT FROM TOP OF THE SOIL — Hr2,(FEET): 4.5 THICKNESS OF WALL — BOTTOM2 (INC:HES): 6.00 TOTAL EARTH PRESSURE — Fw2 (KIP): 0.35 MOMENT @ Hw2 — Mw2 (FT—KIP): 0.53 AREA REINF. -------------------------- (IN"2) Idl (IN) SIZE & SPA (IN) 0.097 ----------------------- 3.75 #4 @ 24.8 DESIGN REINF. — VERTICAL: 1#4 @ 24 PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF C:ONC:ERTE (PCFI: OVERTURNING RATIO — MIN: — MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: FLT ENGINEERING 579:1 CLARK ROAD PARADISE, CA. (916) 872=0254 SHEET if OF q 100 150 1.5 2.5 1500 00 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH — HEEL (INC:HES): 12 — TOE (INCHES): 22 FOOTING KEY — DEPTH &< WIDTH (INCHES): 18 — BACK TO BACK: OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE — Fo (KIP) : OVERTURNING MOMENT — Mrs (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP): RESISTING MOMENT — Mr (FT—KIP): OVERTURNING RATIO — SF NET MOMENT — Mn (FT—KIP): ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP) : FOOTING AREA — Af (FT^2): SECTION MODULUS — S (FT^3): SOIL PRESSURES _ DL ONLY — SPt (PSF):- - SPh (PSF): SOIL PRESSURES — ADDED LL — SPt' (PSF): — SPh' (PSF): SLIDING RESISTANCE — Fr (KIP): FOOTING — TOE: EARTH PRESSURE @ TOE — Fv (KIP): MAX. MOMENT @ TOE — Mt (FT—KIP): AREA REINF. (IN' 2) ' d' (IN) SIZE &< SPA ( IN:) -------------------------------------------------- 0.149 8.75 #4 @ 16.1 DESIGN TOE REINF.: #4 @ 8 0.86 2.00 2.05 4.33 2.16 2.33 0.53 1.09 3.33 1.85 1200.83 < 1500 27.67 > O 1304.33 < 1500 752.18 > U 1.34 > 0.86 2.11 1.91 • S T R U C T U R A L m C: A L C: U L A T- I 0 N S " ,J04 F 0 R CONCRETE CANTILEVER RETAINING -WALLS SLOAN,CONSTRUCTION P.O. BOX 7772 CH I CO, CA 95927 CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF'THE'UBC SIGNED DATE FRANK L. TYUKOS, RCE 32434 WJT% COUNTY JUILDING DEPARTMF-Nl F L T ENGINEERING 5790 CLARK ROAD A P P P o / E� PARADISE, 87 -02546 3 FLT ENGINEERING SUBJECT: CONC. CANTILEVER RETAINING WALLS 5790 CLARK ROAD PARADISE, CA BY: FLT DATE: 9/94 JOB NO.: 4141 PROJECT: SLOAN CONSTRUCTION SHEET 1 OF 10 P.O. BOX 7772, CHICO, CA 95927 DESIGN CRITERIA.- STUD RITERIA:STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1991 UBC SUPERIMPOSED LOADS: MIN. DL =..010 x (3+8) = .11 k/1 MAX. LL 1 = .030 x 19 + 010 x (19-3) + 050 x 13 = 1.38 k/1 MAX. LL 2 = .030 x 3 + .010 Y 9 + .050 x 23 = 1.33 k/1 LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL 1 — ROOF SNOW + ADD'L ROOF DL + FLOOR DL+LL MAX. LL 2 — ROOF SNOW + ADD'L WALL DL + FLOOR DL+LL CALCIS PROVIDED FOR: MATERIALS: A. 3'-6" HIGH WALL B. 5'-0" HIGH WALL C. 6'-6" HIGH WALL D. 7'-3" HIGH WALL CONSTRUCTION DETAIL — . SHEETS 2 & 3 — SHEETS '4 & 5 — SHEETS 6 & 7 — SHEETS 8 & 9 — SHEET 10 CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @'28 DAYS, REINFORC_.ING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE 200*PSF PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALC►S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (IIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA P.EINF. (IN"2) l d' (IN) SIZE & SPA ( IN) ------------------------------------------------ 0.029 3.75 #4 @ 83.7 MIN. VERTICAL REINF. - .15 % (IN•^2): MIN. HORIZONTAL REINF. - .25 % (IN"2): DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET Z OF /0 4 1 35 0 40 2000 .11 1.38 3.5 3' 6 6 1.46 0.16 0.16 0.108 0. 180* 0.11 < 1.0 FLT ENGINEERING PROJECT : SLOAN CONSTRUCTION 5790 CLARK ROAD JOB NO. : 4141 PARADISE, CA DATE : 9/1994 (916) 872-0254 CALC'S BY : FLT FOOTING DESIGN: --------------- SHEET 3 OF /D DENSITY OF SOIL (PC•F): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT -.Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL CINCHES): 10 - TOE (INCHES): 10 FOOTING KEY - DEPTH &< WIDTH (INCHES): 0. - BACK; TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 26 OVERTURNING FORCE - Ftp (KIP): OVERTURNING MOMENT - Mo (FT-K:IP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT-K:IP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT"2): SECTION MODULUS'- S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: 0.28 I 0.37 0.96 1.20 3.229 0.83 0.22 0.21 2.17 0.78 705.76 < 1500 176.86 > O 1342.69 < 1500 813.79 > O 0.43 > 0.28 • r, S� EARTH PRESSURE @ TOE - Fv (KIP): 1.03 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.30 AREA REINF. (IN -2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.023 8.75 #4 . @ 104.E DESIGN TOE REINF.: #4 @4 PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALL'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, - CA ( 916) 872-0254 SHEET 4 OF /O GRADE SLOPE RATIO: 4 : 1 SOIL EQUIVALENT FLUID PRESSURE (PSF): 35 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): 1.38 OVERALL HEIGHT OF THE WALL - H (FEET): 5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.5 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.35 MOMENT - Mw (FT -KIP): 0.53 AREA REINF. (IN"2) ld'(IN) SIZE & ------------------------------------------------ SPA (IN) 0.097 3.75 #4 @ 24.8 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 I - HORIZONTAL: #4 @ •13 COMBINED STRESSES @ WALL: 1 0.29 < 1.0 PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONC:ERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INC:HES): 10 - TOE (INCHES): 16 FOOTING KEY - DEPTH & WIDTH (INCHES): 10 - BACK TO BACK OF WALL (INCHES): 10 TOTAL WIDTH OF FOOTING (INCHES): 32 OVERTURNING FORCE - Fo (KIP): 0.53. OVERTURNING MOMENT - Mo (FT -KIP): -0.97 TOTAL RESISTING WEIGHT - W (KIP): 1.37 RESISTING MOMENT - Mr (FT -KIP): 2.30 OVERTURNING RATIO -- SF 2.37 • NET MOMENT - Mn (FT -KIP): 1.33 ECCENTRICITY - e (FEET): 0.36 ECCENTRIC MOMENT - Me (FT -KIP) : 0.50 FOOTING AREA - Af (FT"2): 2.67 SECTION MODULUS - S (FT -"3): 1.19 SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPtl (PSF): - SPhl (PSF): SLIDING RESISTANCE Fr (KIP): FOOTING - TOE: FLT ENGINEERING 5790 ,CLARK ROAD PARADISE, CA (916) 872-0254 SHEET .r OF /d 936.06 < 1500 93.57 > 0 1162.47 < 1500 902.17 > 0 0.82 > 0.53 EARTH PRESSURE @ TOE - Fv (KIP): 1.46 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.86 AREA REINF. (IN''2) Idl (IN) SIZE &< SPA (IN) ------------------------------------------------ 0.067 8.75 #4 @ 35.7 DESIGN TOE REINF.: #4 @4 r FLT ENGINEERING PROJECT : SLOAN CONSTRUCTION 5790 CLARK ROAD JOB NO. : 4141 PARADISE, CA DATE : 9/1994 ( 916 ) 872-0254 CALCIS BY : FLT SHEET 6 OF /O SUBJECT: CONCRETE CANTILEVER, RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE PATIO: 4 : 1 SOIL EQUIVALENT FLUID PRESSURE (PSF): 35 SURCHARGE (FEET): 0 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 - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): , - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN•^2) IdI(IN) SIZE & SPA (IN) ------------------------------------------------ 0.225 3.75 #4 @ 10.5 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN -"2): DESIGN REINF. - VERTICAL: #4 @ 8 HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN -"2). IdI(IN) SIZE & SPA (IN) ------------------------------------------------ 0.097 3.75 #4 @ 24.8 DESIGN REINF. - VERTICAL: #4 @ 24 1.38 6.5 6 6 6 1.46 0.63 1.26 0.108 0.180 0.63 < 1.0 5 4.5 6.00 0.35 0.53 PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PGF): DENSITY OF C:ONCERTE ( PC:F ) OVERTURNING RATIO - MIN: - MAX: ALLOW.-SOIL'BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 15:1 1.5 2.5 1500 200 0. 35 DESIGN FOOTING DEPTH (INC:HES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 22 FOOTING KEY - DEPTH Q WIDTH (INCHES): 18 - BACK TO BACK OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fo (KIP): 0.86 OVERTURNING MOMENT - Mcg (FT -KIP): 2.00 TOTAL RESISTING WEIGHT - W (KIP): 2.05 RESISTINr MOMENT - Mr (FT -KIP): 4.33 OVERTURNING RATIO - SF 2.16 NET MOMENT - Mn (FT -KIP): 2.33 ECCENTRICITY - e (FEET): 0.53 ECCENTRIC MOMENT - Me (FT -KIP): 1.09 FOOTING AREA - Af (FT•^2): 3.33 SECTION MODULUS - S (FT•^3): 1.85 SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPtl (PSF): - SPhl (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN"2) Idl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.149 8.75 #4 @ 16.1 DESIGN TOE REINF.: #4 @ 8 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET. 7 OF /O 100.83 < 1500 27.67 ? 0 1304.33 < 1500 752.18 :> 0 1.34 ? 0.86 PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL --------------------- ------------ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: 4 ; 1 SOIL EQUIVALENT FLUID PRESSURE (PSF): 35 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET I OF //% GRAVITY LOAD - DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): 1.38 OVERALL HEIGHT OF THE WALL - H (FEET): 7.25 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.75 THICKNESS OF WALL - TOP (INC:HES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.80 MOMENT - Mw (FT -KIP): 1.79 AREA REINF. (IN''2) 'd'(IN) SIZE & ------------------------------------------------ SPA (IN) 0.327 3.75 #4 @ 7.3 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN"2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 6 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: 0.69 ; 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 6.00 TOTAL EARTH PRESSURE - Fw2 (K;IP): 0.35 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.53 AREA REINF. (IN�2) 'd'(IN) SIZE & ------------------------------------------------ SPA (IN) 0.097 3.75 #4 @ 24.8 DESIGN REINF. - VERTICAL: #4 @4 m PROJECT : SLOAN CONSTRUCTION JOB NO. : 4141 DATE : 9/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF C:ONCERTE (PCF)e OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSE): FRICTION COEFFICIENT - Fr_: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL CINCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INC:HES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - F (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -RIP): FOOTING AREA - Af'(FT"2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSE): SOIL PRESSURES - ADDED LL - SPtI (PSF): - SPh I (PSF):. SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): FLT ENGINEERING 5790 CLARE: ROAD PARADISE, CA ( 916) 872-0254 SHEET 2 OF /D 100 150 1.5 2.5 1500 200 0.35 12 14 26 20 14 46 1.0aI 2. 72 .2.45 6.03 L. �2 AREA REINF. (IN"2) IdlQ N) SIZE & SPA (IN) : ----------------------------------------- 8.75 #4 @ 11.7 DESIGN TOE REINF.: #4 @ 6 3.31 0.56 1.38 3.83 2.45 1204.24 <, 1500 73.58.: 0 1282.50 : 1500 715.72 ? 0 1.57. 1.05 • l ` 2.43 2.64 0 � xS1Q'0 ;:;p ��► SGL 50'l i SG xS�o'ox ? =.j �a;+ S�Q'� aMWhD nS ON SG 'G xoo 2 � r t.. am 94-037261 94-037261 194-037261 l 94-037261 Recorded i Official Records I ,,.County of I 1 Butte I CaJace J. GrubbB I Recorder 1 9:1pam 6 -Sep -94 1 s Rec Fee \` 27.00 Check 27.00 PUBL XX Retdm to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESIDENTIAL DEVELOPMENT. Section 26-8.1 of the Butte County' Code requires this acknowledgement•be recorded prior to issuance of a building permit. NOT COMPARED The property described herein is adjacent'to land or included UMC within an area zoned for agricultural purposes, and residents OR161R1AL DOC of this property may_. be subject ''to inconveniences or discomfort arising from- the use of agricultural chemicals; including, but not limited to herbicides, pesticides, and' fertilizers; and from the pursuit of agricultural operations SEP 0 6 1994 including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for.productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows:. See attached Idhibit . "A" Date: ( /MPRORITY OWNERS: State of California ) County of ) On before me, personally appeared PAUL -WWP5 VC-SCELV 81.11) (6174 -el 1G qAWi5 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 and official seal. r S. DOWELL�� Comm. #99WI /� NOTARY PUBLIC -CAUFORNIAL' eurTE COUNTY Q Signature Seal: J Cormm. Exphes AprII 7 1997 A.P. 1/ 7cc 8pla , Order No. 50784 P -18215 -MS - Exhibit "A" DESCRIPTION All that certain real property situate in the County of Butte,. State of California, described as follows: PARCEL ONE: A portion of Lots 10 and 11, of Section 34, Township 23 North,. Range 3 East, M.D.B. & M., and being more particularly described as follows: COMMENCING at the Northeast corner of said Lot 10; thence along the East line thereof, South 000 28' 58" West, 452.89 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning and continuing along said East line South'001 28' 58" West, 437.89 feet; thence South 880 09' 42" West, 1545.81 feet; thence North 010 53' 40" East, 433.53 feet; thence North 870 58' 41" East, 1535.33 feet to the true point of beginning. EXCEPTING THEREFROM that portion of the above described parcel of land within said Lot 11, the underneath part and not affecting.the surface, as provided in that certain Deed from T. N. Atkins, to Mrs. D. C. Crandall, dated January 8, 1896 and recorded January 9, 1899, in Book 50 of Deeds, at page 359. TOGETHER WITH a non-exclusive easement for road and public utility purposes over a strip of land 60.00 feet in width, lying Easterly of and Southerly of and coincident to the following described line: BEGINNING at the Northwest corner of" the above described parcel of land; thence North 010 53' 40" East, 448.53 feet to the North line of said Lot 11, being the East and West centerline of said Section 34; thence along the North line of said Lots 10 and 11, being the East and West centerline of said Section 34, North 870 47' 28" East, 1445.49 feet to the Northeast corner of said Lot 10; thence continuing North 871 47' 28" East, 60.00 feet. (continued) 7cc 8pla , Order No. 50784 P -18215 -MS (Description continued) PARCEL TWO: BEING a non-exclusive easement for road and public utility purposes being more particularly described as follows: BEING a portion .of Lot 7 of Section 34, Township 23 North, Range 3 East, M.D.M.,"and being more particularly described as,follows: BEGINNING at the North quarter corner of said Section 34, being marked by a 2" iron pipe with 1-1/2" brass insert marked for corner' LS 2780 and set in concrete _being as shown on that certain Record of Survey Map, filed in Book 78 of Maps, at. page 68; thence following along the North and South centerline. of said centerline of said Section 34 South 0° 14' 12" West for 1369.21 feet to the lot corner common to Lots 2, 3, 6 and 7, said .point being marked by a 2" iron pipe with a 1-1/2" brass insert marked for corner LS 2780, said point being as shown on that certain Record of Survey Map, filed in Book 84 of Maps,. at page 98; thence following along the lot line common to Lot 2 and Lot 7, North 880 47' 25" East for 239.85' feet to a. point located in the centerline of Nimshew Ridge Road; thence leaving said lot line, South 10 17' 47" West along said road centerline for 20.12 feet to a 3/4" iron pipe, said pipe called the Northeast corner of Lot 6 in Deed to Robert L. Wilson, et ux, recorded in Book' 1361 of the Official Records of Butte County, California, at page 557; thence continuing South 10 17' 47" West along said road centerline for 52.14.feet; thence South 450 52' 15 West for 32.56 feet to a 3/4" iron pipe and tag RCE 11553, said point being also the true point of beginning for the .parcel of land herein described; thence from said true point of beginning North 2° 15' 36" East, for 48.28 feet to a 3/4" iron pipe; thence South 59° 45' 15" West, for 44.54 feet to a point located 60.00 feet Westerly of said centerline of Nimshew Ridge Road; thence running 60.00 feet Westerly of and parallel to said centerline South 10 17' 47" West, for 62.68 feet to a point located on the Southerly boundary of that certain parcel of land, as described in the Quitclaim Deed to Ronald F. Forbes and Cathy S. Forbes, recorded May 10, 1985, under Recorder's Serial Number 85-13776, records of Butte County, California; thence following along said Southerly boundary line North 450 52' 15" East for 52.93 feet to said true point of beginning. PARCEL THREE: BEING a non-exclusive easement for road and public utility purposes, described as follows: BEING a portion of the North half of Section 34, Township 23 North, Range 3 East, M.D.M., being more particularly described as follows: (continued) , 7cc 8pla Order No. 50784 P -18215 -MS (Parcel Three continued) BEGINNING at the North one-quarter corner of said Section 34, said point being marked by a 2 -inch iron pipe with a 1 -1/2 -inch brass plug marked for said- corner, LS 2780, set in concrete, being as shown on that certain Record of Survey Map. hereinafter called map, filed in the office of the .Recorder, of Butte,- County, California, in Book 110 of Maps, at pages 8 and 9; .thence following along the North and South centerline of said Section 34 South 0° 14' 12" West, for 1369.21 feet to.the lot corner common to Lots 2, 3, 6 and 7 of the Government Subdivision of said Section 34, said point being marked by a 2 -inch iron pipe with a 1 -1/2 -inch brass plug, LS 2780, as shown on said Map; thence North 880 47' 25" East between Lots.2 and 7, for 239..85 feet to a' point located on the centerline of Nimshew Ridge Road; thence following along said road centerline South 10 17' 47" West, for 20.12 feet to a 3/4 -inch iron pipe, said pipe, being called the Northeast corner of Lot 6 in Deed to Robert L.- Wilson, et ux, recorded in Book 1361 of the Official Records, at page 557, records of Butte County, California, said point being also the Southeast corner of that certain parcel of land described- in Quitclaim Deed to Albert Melvin. Johnson, et ux, -recorded on December 8, 1987, under Recorder's Serial No. 87-44943, records of Butte County, California; thence North 1° 17' 47" East for 20.00 feet along the ceriterline' of said Nimshew Ridge Road; thence North 880 43' 50" West, parallel with and 20.00 feet Northerly of the Southerly boundary line of said Johnson Parcel for 60.00 feet; thence South 010 17' 47" West, parallel with and 60.00 feet Westerly of said centerline of Nimshew Ridge Road for 20.00 feet to a point located on said Southerly boundary line, as described in said Quitclaim to Johnson; thence following along said Southerly Boundary line South 880 43' 50" East, for 60.00 feet to the true point of beginning. PARCEL FOUR: BEING a non-exclusive easement for road and public utility purposes, over a strip of land 60.00 feet in width, lying 30.00 feet on each side of a centerline located in Section 34, Township 23 North, Range 3 East, M.D.M., and being more particularly described as follows: (continued) • 7.cc 8pla Order No. 50784 P -18215 -MS (Parcel Four continued) BEGINNING at the North quarter corner of said Section 34, being marked by a 2" iron pipe with a 1 -1/2" --brass insert marked for corner LS 2780 and set .in concrete, being as .shown on.tht certain Record of Survey Map filed in Book 78 of Maps, at page 68 in the office of the Recorder, of Butte County, California and that certain Record of Survey Map filed in Book 110 of Maps at pages 8 and 9 in the office of the Recorder, of Butte County, California; thence following along the North and South centerline of said Section 34, South 0° 14' 12" West for 1369.21 feet to the lot corner common to Lots 2, 3, 6 and 7, said point' being marked by a 2" iron pipe with a 1-1/2" brass insert marked for corner LS 2780, said point being as shown on that certain Record of Survey Map, filed in Book 84 of Maps, at page 98, in the office of the Recorder of Butte County, California; thence following along the lot line common to Lot 2 and Lot 7, North 88° 47' 25" East for 239.85 feet to•a point located in the centerline of Nimshew.Ridge Road, as shown on said Record of Survey Map, filed in Book 110 of Maps, at pages 8 and 9, said point being the true point of beginning for the centerline herein described; thence from said true point of beginning, leaving said lot line, South 1° 17' 47" West along said road centerline for 20.12 feet to. a 3/4" iron pipe, said pipe called the Northeast corner of Lot. 6 in Deed to Robert L. Wilson, et ux, recorded in Book 1361 of Official Records, at page 557, records of Butte County, California; thence continuing South 10 17' 47" West along said. road centerline f.or 94.89 feet to a point on a line located 30.00 feet Southeasterly of and parallel with the Northwesterly line of that- certain parcel of land belonging to Faye Oliver, recorded in Book 2904 of Official Records, at page 670, records of Butte. County, California, as shown on said last mentioned Record of Survey Map; thence along said parallel line, South 45° 52' 15" West for 290.46 feet to the point on a line located 30.00 feet Easterly of and parallel with said North and South centerline of Section 34 and the end of said centerline. PARCEL FIVE: A non-exclusive easement for ingress and egress and for public utilities over a portion of Lot 7 of Section 34, Township 23 North, Range 3 East, M.D.B. & M., and being more particularly described as follows: A strip of land 60.00 feet in width, lying Easterly of and coincident to the following described line: (continued) 7cc 8pla- . Order No. 50784 P -18215 -MS (PARCEL FIVE continued) COMMENCING at the North quarter corner of said Section 34, being marked by a 2" iron pipe with a 1-1/2" brass insert marked by corner LS 2780 and set in concrete, being as shown on that certain Record of Survey Map, filed in Book 78 of Maps, at page 68; thence following along.the North.and South centerline of said Section 34, South 00° 14' 12" West, 1369.21 feet to the lot corner common to Lots 2,'3, 6 and 7, said point being marked by a 2" iron pipe with a 1-1/2" brass insert marked for corner LS 2780, said point being as shown on that certain Record of Survey Map, filed in Book 84 of Maps, at page 98; thence following along the lot line common to Lots 2 and 7 North 88° 47' 25" East, 239.85 feet to the centerline of Nimshew. Ridge Road; thence leaving said lot line South 01°' 17' 47" West along said road centerline, 20.12 feet to a 3/4" iron pipe, said pipe called the Northeast corner of Lot 6 in Deed to Robert L. Wilson, et ux, recorded in Book 1361 of Official Rec of Butte County, California; thence co West along said centerline, 352.14 fe of that- certain parcel of land descr Linda J. Sherwood, an unmarried woman an unmarried man, recorded December Serial No. 89-48103, records of Butte along the South boundary line of said North 88° 42' 13" West, 232.93 feet to said Lots 6 and 7 and the true point herein described; thence from said tr along said boundary line between Lots West, 1007.37 feet to the South line of PARCEL SIX: oras, at page 55�, recoras ntinuing .South 010 17' 47" et to the Southeast' corner ibed in the Grant Deed to and Harold W. Epple, Jr., 5, 1989, under Recorder's County, California; thence Sherwood and Epple Parcel,_ the boundary line between of beginning, for the line ue point of beginning and 5 and 7, South 00° 14`12" said Lot 7. A non-exclusive easement for ingress and egress and for* public utilities over a portion of Lot 7.of Section 34, Township 23 North, Range 3 East, M.D.B. & M., and being more particularly described as follows: COMMENCING at the North quarter corner of said Section 34, being marked by a 2" iron pipe with a 1-1/2" brass insert marked by corner LS 2780 and set in concrete, being as shown on'that certain Record of Survey Map, filed in Book 78 of Maps, at page 68; thence following along the North and South centerline of said Section 34 South 00° 14' 12" West, 1369.21 feet to 'the lot corner common to Lots 2, 3, 6 and 7, said point being marked by a 2" iron pipe with a 1-1/2" brass insert marked for corner LS 2780, said point being as shown on that certain Record of 'Survey Map, filed in Book 84 of Maps, at page 98; thence following along the lot line common to Lots 2 and 7, North 881 47' 25" East, 239.85 (continued) 7cc 8pla . Order No. 50784 P -18215 -MS (PARCEL SIX continued) feet to the centerline of Nimshew Ridge Road; thence leaving said , lot line South 010 17' 47" West along said road centerline 20.12 ' feet to a 3/4 iron pipe, said pipe called the Northeast corner of Lot 6, in Deed to Robert L. Wilson, et ux, recorded in Book 1361 of Official Records, at page 557, records of Butte County, California; thence continuing South 01° 17' 47" West along said centerline 352.14 feet to the Southeast corner of that certain - parcel of land described in the Grant Deed to Linda J. Sherwood, an unmarried woman and Harold W. Epple, Jr., an unmarried man, recorded December 5, 1989, under Recorder's Serial No. 89-48103, records of Butte County, California; thence along the South boundary line of said Sherwood and Epple Parcel, North 880 42' 13" West, 232.93 feet to the boundary line between said Lots 6 and 7 and the true point of beginning for the easement herein described; thence from said true point of beginning and along the boundary line between Lots 6 and 7 North 000 - 14' 12" East, 62.43 feet to the North line of said Sherwood and Epple Parcel; thence along said North line, North 450 52' 15" East, 83.93 feet; thence South 000 14' 12" West, 122.22 feet to the South line of said Sh6rwood and Epple Parcel; thence along said South line North 88° 42' 13" West, 60.01 feet to the true point of beginning. PARCEL SEVEN: BEING a non-exclusive easement for road and public utility purposes being more particularly described as follows: BEING a portion of Lot 6 and Lot 7 of Section 34, Township 23 North, Range 3 East, M.D.M., and . being more. particularly described as follows: BEGINNING at the North quarter corner of said Section 34, being marked by a 2" iron pipe with a 1-1/2" brass insert marked for corner LS 2780 and set in concrete, being as shown on that certain Record of Survey Map, filed in Book 78 of Maps, at page 68; thence following along the North and South centerline of said Section 34 South 0° 14' 12" West for 1369.21 feet to the lot corner common to Lots 2, 3, 6 and 7, said point being marked by a 2" iron pipe with a 1-1/2" brass insert marked for corner LS 2780, said point being as shown on that certain Record of Survey Map, filed in Book 84 of Maps, at page 98; thence following, along the lot line common to Lot 2 and Lot 7 North 880 47' 25" East, for 239.85 feet to a point located in the centerline of Nimshew ..__................ Ridge Road; thence leaving said lot line, South 1° 17' 47" West along said road centerline for 20.12 feet to a 3/4" iron pipe, said pipe called the Northeast corner of Lot 6 in Deed to Robert L. Wilson, et ux, recorded in Book 1361 of Official Records, at page 557, records of Butte County, California, said point being. also the true point of beginning for the parcel of land herein (continued) 7cc 8pla • Order No. 50784 P -18215 -MS (PARCEL*SEVEN continued) described; thence from said true point of beginning, continuing South 1° 17' 47" West along said road centerline for 52.14 feet; thence South 450 52' 15" West for 32.56 feet to a 3/4" iron pipe and tag RCE 11553; thence North 2° 15' 36" East for 48.28 feet to a 3/4" iron pipe; thence South 590 45' 15" West, for 44.54 feet to a point located 60.00 feet Westerly of said centerline of Nimshew Ridge Road; thence running 60.00 feet Westerly of and parallel to said centerline North 11 °17' 47" East, to a point that bears North 88° 43' 50" West, a distance of 60.00 feet from the point of beginning; thence South 881 43.' 50" East, a distance of 60.00 feet to the point of beginning. PARCEL EIGHT: A non-exclusive easement for ingress and egress and for public utilities over a portion of Lots 6 and 7 of Section 34, Township 23 North, Range 3 East, M.D.B. & M., and being more particularly described as follows: A strip of land 60.00 feet in width, lying Southeasterly of and coincident to the following described line: COMMENCING at the North quarter corner of said Section 34, being marked by a 2" iron pipe with a 1-1/2" brass insert marked by corner LS 2780 and set in concrete, being as shown on that certain Record of Survey Map, filed in Book 78 of Maps, at page 68; thence following along the North and South centerline of said Section 34, South 001 14' 12" West, 1369.21 feet to the lot - corner common to Lots 2, 3, 6 and 7, said point being marked by a 2" iron pipe with a 1-1/2" brass insert marked for corner LS 2780, said point being as shown on that certain Record of Survey Map, filed in Book 84 of Maps, at page 98; thence following along the lot line common to Lots 2 and 7, North 88° 47' 25" East, 239.85 feet to the centerline of Nimshew Ridge Road; thence leaving said lot line South 01° 17' 47" West along said road centerline 20.12 feet to a 3/4" iron pipe, said pipe called the Northeast corner of Lot 6 in Deed to Robert L. Wilson, et ux, recorded in Book 1361 of Official Records, at page 557, records of Butte County, California; thence continuing South 01° 17' 47" West, 52.14 feet to the true point of beginning for the line herein described, said true point of beginning being. the Northeast corner of that certain parcel of land described in the Grant Deed recorded June 6, 1991, under Recorder's Serial No. 91- 22312, records of Butte County, California; thence from said true point of beginning and along the Northwesterly line of said parcel South 450 52' 15" West, 333.53 feet. 1'70' 'V e1 1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) - School District P4 I CI d I S'e- 41 r 1 C� Building Department No. A.P. Number Jurisdiction CityCount ` Cil G ��%�� y f Property OwnerA�' 00-1(� ✓ I ✓I e �, s. V e Se Property Location/Address �� �� A); vVJ � - GJ Subdivison Lot No. Residential Development [] 0 Sq. Footage No. of Living MHI Addition Units Commercial/Industrial 0 ..,Sq: Footage,— New "Addition (Including Exterior Roofed Areas) 1 Building Department r sentative Date'` (Floor Plans reviewed by School District Personnel) 5' District Identification No. � � r4 J �•4 �t- / School District certifies that �C Y , (Applicant) r' (Street Address) -ra. _ i �, (City) has complied with the requirements of Resolution No. representing 3 square feet. (State) (Phone Number) by payment of $ 1 �y Date If 01 Paid by Check Number " Bank Number /&— Paid by Cash Remarks: 2104,4 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkt (4/92) RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) _ P�L V,55a -y Bldg. Permit # 7-7 OWNER - A. P. # Cv �v- S GENERAL Plan Checker f t:�ing requirements: (sideyards and number of permitted living units). Y. Valuation.GOlz95cXUD -3� lans signed by designer. 4: Proper description of work on application. �S--F-xisting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 1, 4 ----Recorded notice of violation. PLOT PLAN 1<. Complete parcel size and dimensions. ` • Setbacks, sideyards, easements, etc. 3• Other buildings or structures. ming, fills, drainage. Mood hazard. .6. Special conditions on creation map, ustible, and foundations). & FAS road setback. (noise, CDF, fire sprinklers, non -comb - 8 —7BUT ding or utilities across lot lines (Record form). FLOOR PLAN - r�n' 1� ete to scale plan with dimensions. j' e uired windows for light and ventilation (Sec.,1205).. quired windows for second exit (Sec. 1204). 'ghts (Chapter 34 & Sec. 5207). , n impact glass'(Sec. 5406).. eq 'red room sizes,,ceiling•heights (Sec. 1207):' r• s in baths; garage, kitchen, and exterior outlets (Article'210-8)'. - • Light fixtures, switches, receptacles, and exterior receptacles for main- �iance of mechanical equipment. 9• Locations of water heater, heating and cooling 'equipmen`t, other;electrical:c-• ' ; gas equipment. 1 ge, firewall,Aoor,,size,. and closer (Sec 503(d)(3) '='+' ;'1 1 1 3�0 exterior exit ' door' (sec. 3304 ("f eplace and wood stove location, alcoves, and clearance`.'''''' 1�. oke detectors (Sec. 1210). " dumbing; fixtures_,,,,wa•ter closet clearances and shower size.- ' STRU L DETAILS 1. lord bracing or engineered design'(Tible 25V). \ f�ual shape, size, or split level house requiring'lateral' design: estory requiring balloon framing and/or engineering. "ree story building requiring engineered. calculations and plans.-, .EO ndation plan complete enough to construct buildifig.-�.•, 4 % .For construction details complete enough to construct building. I 7. E1 vations and wall construction details complete enough to construct building 8 - Roof construction details complete enough to construct building. Place construction details and calcs if necessary. 1. rafter ties or bearing ridge beam. 14'. Ga ge door or porch header sizes. l tud heights. 1Z -.—Adobe soils - special foundation design. W. -le i - g walls requiring design.. pecial Inspection required. W91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails ec. 3306). Guardrail details (Sec. 1711 & 3306(j). & --$ x or stone veneer (Chapter 30). -error plaster - weep screeds (Sec. 4706). _P oper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). nsulation - protection. 36" halls and stairways. 4:---irmig-area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. i6. xits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 t'c access and ventilation (Sec. 3205). l�derfloor access and ventilation,(Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. o si a requirements on duplexes. gy design. 1 shing at all exterior openings. 1 CDF responsible area requirements. ZZ- 9�f D#VY 3) g- 31Pew FUNS (� D *-Tf� S Z �D �DDiTioNPrC� 319_'T F'Fe P - LT . Larry J. Warner Construction Management P. O. Box 421 Magalia, CA 95954 916 - 873 - 1729 August 25, 1994 Butte County Building Department Z County Center Drive Oroville, CA 95965 ATTN: BOB Re: Revised elevations Two story clarification Vesely Residence APN 66370-045 Dear Bob Attached is two copies of revised elevations for the two story clarifications. In accordance with section 420 of the U.B.C. and the actual field conditions along with , anticipated construction the attached elevations will reflect that not more than 50% of the perimeter wall will be greater than six (6) feet above grade resulting in this structure being only two stories. Sincerel,X, #+ry J. Warner onstruction Manager cc: Paul Vesely File veslycml i PERMIT APPLICANT: PAUL & CATHERINE VESELY PST NO. 94-1377 A. P. NO: 66-37=45 DATE: 8/22/94 The above referenced building pl. s were reviewed by this office. Provide additional information and r. make revisions to plans, specifications, and calculations as follows: 1. THE PROPOSED BUILDING..IS A THREE ST RY BUILDING BY DEFINITION. 2. THREE STORY BUILDING PLANS MUST BE PR ARED BY A CALIFORNIA REGISTERED ARCHITECT OR ENGINEER. 3. TWO EXITS TO GRADE REQUIRED FROM THIRD F OOR. 4. SEE (3) SHEET ATTACHED FOR'ENGINEERING REQ REMENTS. 5. PROVIDE (3) SETS OF COMPLETE PLANS COMPLYING WITH ABOVE. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. & 4:00 P.M. Monday through Thursday.' BOB KEITH SEP -01-94 THU 10:05 AUITEC%PLAN.HOUSE „ CERTIFICATE OF COMPLIANCE: Residential ------------------------------------------------ ProJect Title: Vesely Residence Protect Address: Numshew Magalia, Ca. Building Title: SFR 2000sf for Document Author: Plan House Ltd. Telephone: 916-873-1729 916 873 3553 P.02 Page 1 CF-xR ------------------------------ Run: 448 01 -Sep -94 Vesely Residence -i Bui�ding��Perrmit # - --� a-_---7-- Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: BUILDING SHELL Component Type --------------- Door Wall Wall Wall Ceiling Floor Floor Floor Slab Perimeter FENESTRATION Orientation Window West Window East Window North Window South Window East Window East INSULATION 3528 ft2 SFD Single Family Detached 270 deg (West) 1.00 Raised floor Tnsul Assembly R value U -value 0 0.330 221 0.058 21 0.058 21 0.058 3.8 0.025 0 0.722 1'9rr -------- None 0.048 Ci 91 2 0.049 0 0.900 Location/Comments Outside Crawlspae:e Outside BUTTE COUNTY Unconditioned Frame Outside BUILDING DEPAR`I"MEW Grade and Fins Crawlspace � ���►`�' Crawlspace ----------- Std Outside ---------- _.ug Area U- Interior Exterior Overhang Frame f-2-) value Panes Shading Shading and Fins Ty_pe ----- ----- ----- 162.0 0.F540 2 ----------- Std Drape ---------- _.ug Screen -------- None r-=��--- Vinyl 147.0 0.540 2 Std Drape Bug Screen None Vinyl 21.0 O.i540 2 Std Drape Bug Screen None Vinyl 16.0 0.+540 2 Std Drape Bug Screen None Vinyl 12.0 0.540 2 Std Drape Bug Screen None Me�tai 81.7 0.650 2 Std Drape Bug Screen None Wood THERMAL.-MASSArea, - Thick Type Exposed? (ft2) (in) Floor Yes? 744 0 3.5 Location/Comments ---------------------------------------- Grade I . 5tr IO I —7�a J HU I U : Wfz� AU I TEC, PLAN. HOUSE 916 873 3553 P.03 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -IR Protect Title: Vesely Residence Run: 44,8 01 -Sep -94 RVAC SYSTEMS Type -------------------------- Furnace Air cond. -- central split Duct Location Efficiency and R -value 0.78 AFUE Attic R-4.2 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wr_:ao2 System Name Type Heater Name Heater Type Htrs Factor (ga1)3R�va-1 ------------------------------------------------- ---- ------ ------ ----- Standard_Gas Standard StandardGas Storage gas 1 0.53 50 k12 WATER HEATING SYSTEMS MISC. Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? -------------------------------------------------------------- Standard Gas ------------ StandardGas -- -- I 0 No WATER BEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 --- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thek (in) R -value ------ -------- --------- --------- ------- None SPECIAL FEATURES. REMARKS, AND NOTES 1. Zone 'House -1' has non-standard internal gain of 54035 Btu/day. The standard value for this zone is 46898 Btu/day. 2. Zone 'House -2' has non-standard internal gain of 38885 Btu/day.' The standard value for this zone is 26022 Btu/day. , SEP -01-94 THU 10:07 AUITECiPLAN.HOUSE 916 673 3553 P.04 CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Protect Title: Vesely Residence Run: 448 01 -Sep -94 COMPLIANCE STATEMENT This certificate of compliance lists the building features atie performance specifications needed to comply with the Energy Standards in Title 24, Parts i and 6, of the California Code of -Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple.orientations, any shading feature that is varied is indicated in the Spec! ' Features, Remarks, and Notes section. DESIGNER OR OWNER Paul Vesely 14656 Bridgeport Cir Magalia, CA 95954 916-873-1751 Lie #: Sign Date ENFOCEMENT AGENCY Name: Title: Agency: Telephone: Signed _ Date DOCUMENTATION AUTHOR Plan House Ltd. Plan House Ltd. P.O. Box 421 Magalia, CA 95954 916-873-1729 - Sign Date 'Mandatory Measures Checklist: Residential �tiS�e, 5 MF -113 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach ussd. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the 1:ertificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall bi; considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or or tl;:s checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures " §I50(a): Minimum R-19 ceiling insulation. §150(b): Loose fill Insulation manufacturer's labeled R -Value. * §150(c): Minhum R-13 wall insulation in framed walls (does not apply to exterior mass walls). -V * §150(d): Minimum R-13 raised floor insulation in framed floors: minimum R-8 in concrete raised floors. -1 9 §150(q: Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 peWinch. N A §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. ✓ §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. I '� ✓ §I50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with §151 meets Commiss;-►, Quai y standards. §150(e): installation of Fireplaces, Decorative Gas Appliances and Gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditloning, Water Heating and Plumbing System Measures §110.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §1500: Setback thermostat on all applicable heating systems. ✓ §15((j): Pipe and Tank Insulation I . Indirect hot water tanks (e.o., unfired storage tzars cr tt--4v;p s6.ir hot water tanks) have insulation blanket (R-12 or greater) or combined interiodexterior insulation (rl•16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems. inm:'. vi (R.-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot Ovate, sr 1Iprr.. 4. Cooling system piping below 55OF insulated. 5. Piping insulated between heating source and indirect hot water tank * §150(m): Ducts and Fans 1- Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have badkdraft or automatic dampers 3 Gravimanual entil systems i serving conditioned space have either automatic or readily accessible, Y open pers.. ✓ 4114: Pool and Spa Heating Systems and Equipment 1. System is certified with 789'. thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no Pitot light 2. System is Installed with: a At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pods or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch, §115: Gas-fired central fumaoe, pool heater, spa heater or household cooking appliance have no continuously buring pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) Lighting Measures -§150(k): 40 lumenshvatt or greater for general fighting in kitchens and rooms with water desats; and recessed ceiling fixtures IC (Insttiation cover) approved. N f j/ ✓ Revised January 1992 COMPUTER METHOD SUMMARY Page 1 C --2R Project Title: Vesely Residence Run: 448 01 -Sep -94 Project. Address: Numshew Vesely Residence -i Magalia, Ca. Building Title: SFR 2000sf for Building Permit # Document Author: Plan House I.td. Telephone: 916-873-1729 Plar, Check / -Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate 'Lone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 17.20 Space Cooling 10.72 Water Heating 7.41 Total 20.0 35.32 GENERAL INFORMATION Proposed Design --------------- 14.73 11.25 7.40 -------- Complies 33.37 Yes Conditioned Floor Area: 3528 ft2 Building Type: SFD Single Fawil,• nPtached Building Front Orientation: 270 deg (West) Number of Dwelling Units: 1.00 Number of Stories: 3 Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: BUILDING ZONE Zone Name ------------ House-1 house -2 INFORMATION Floor Area Volume (ft2) (ft3) 2269 20421 1259 10387 OPAQUE SURFACES Surface Area U- TYpe (ft2) value Zone = House -1 8'0" Door 20.0 0.330 Door 66.7 0.330 Door 40.0 0.330 Wall 372.0 0.058 Wall 434.0 0.058 Wall 245.0 0.058 Wall ''476.3 0.058 Wall 258.0 0.058 Raised floor 2 3080.8 ft 3 1581 ft2 1581 ft2 Type ------------- Conditioned Conditioned —::_rmostat .j ype ------------ CEC_Standard CEC Standard Vent Vent Height Area (ft) (ft2) 8'0" 14.4 8'0" 17.2 Insl Tru Slr .Construct ion Rval Azm Tlt Gns Type Location/Comments 0 270 90 Yes 30 -Wo,: Outside 0 90 90 Yes 50 -WOOD Outside 0 90 90 Yes 60 -WOOD Outside 21 270 90 No W21.2x6MS Crawlspace 21 180 90 Yes W21.2x6MS Outside 21 0 90 Yes W21.2x6MS Outside 21 90 90 Yes W21.2x6MS Outside 21 270 90 Yes W21.2x6MS Outside• SEP -01-94 THU 10:09 AUITEC PLAN.HOUSE 916 873 3553 P.06 COMPUTER METHOD SUMMARY Page. 2 C -2R Project Title: Vesely Residence Run: 448 01 -Sep -94 OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval Azm Tlt Gns Type Location/Comments Wall 162.0 0.058 21 270 90 No W21.2x6MS Unconditioned Wall 189.0 0.058 21 0 90 No W21.2n3!:'� Unconditioned Wall 19.0 0.058 21 45 90 Yes W21.2xt,i.. Outside Wall 19.0 0.058 21 225 90 Yes W21.2x6MS Outside Ceiling 265.0 0.025 38 -- 0 Yes R38.2x4.24. Outside Floor 744.0 -- 0 -- 180 No Slab140E . Grade Floor 83?.0 0.048 19 -- 180 No FX19.2x8.16 Crawlspace Floor 350.0 0.049 19 -- 180 No FW19.210.16- Crawlspace Zone = House -2 Door 40.0 0.330 0 90 90 Yes 60 -WOOD Outside Wall 226.0 0.058 21 270 90 Yes W21.2x6MS Outside Wall 262.0 0.058 21 180 90 Yes W21.2x6MS Outside Wall 273.0 0.058 21 0 90 Yes W21.2x6MS Outside Wall 235.3 0.058 21 90 90 Yes W21.2x6MS Outside Ceiling 1260.0 0.025 38 -- 0 Yes R38.2xh.24 Outside PERIMETER LOSSES I nsul Perimeter Length F2 Insul Depth Type ----------- (ft) Factor -------- ------ R-val ----- ------ (in) Lo-cation/Comments ---------------------------------- Zone = House -1 Exposed 12510" 0.900 0 0 Outside FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name Comments Zone = I1ouse-1 F -i Wind 15.0'270 90 Slider Vinyl CLR/VINYI. F-2 Wind 15.0/270 90 Slider Vinyl CLR/VINYL F--3 Wind 6.0/270 90 Fixed Vinyl CLR/VINYL F-4 Wind 6.0/270 90 Fixed Vinyl CLR/VINYL F-5 Wind 15.0"270 90 Slider Vinyl CLR/VINYL F-6 Wind 15.01270 90 Slider Vinyl CLR/VINYL B-1 Wind 15.0/ 90 90 Slider Vinyl CLR/VINYL B-2 Wind 15.0/ 90 90 Slider Vinyl CLR/VINYL B-3 Wind 15.0/ 90 90 Slider Vinyl CLR/VINYL B-4 Wind 30.0/ 90 90 Fixed Viny. CLR/VINYL B-5 Wind 15.0/ 90 90 Slider Vinyl CLR/VINYL B-6 Wind 6.01 45 90 Slider Vinyl CLR/VINYL B-7 Wind 6.0/225 90 Slider Vinyl CLR/VINYL B-8 Wind 12.01V/ 90 90 Slider Metal CLR/VINYL FRDR-B-1 FRDR-B-2 Wind 11.7/ 90 90 Fixed Wood clear Wind 11.7J 90 90 Fixed Wood clear FRDR-B-3 Wind 11.7 90 90 Fixed Wood clear COMPUTER. METROD SUMMARY Page 3 C -2R Project Title: Vesely Residence Run: 448 0i -Sep -94 FENESTRATION SURFACES continued INTER -ZONE SURFACES Surface Area Type (ft2) U -value House-i/House-2 Floor 2004.0 0.048 INTER-ZONE VENTILATION Insul Construction R-val Type 19 M9.08.16 Comments ------------------------------- Vent/ High Open Vent Height Vent Type Area Area Diff _zmments ----- ----- ------------------------------------ None --------------------- -- None Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tlt Type. Type Name Comments FRDR-B-4 Wind 11.V'90 90 Fixed Wood clear FRDR-1-1 Wind 11.7) 90 90 Fixed Wood clear FRDR-1-2 Wind 11.7 90 90 Fixed Wood clear Zone = House -2 F-7 Wind 15.01270 90 Slider Vinyl CLR/VINYL F-8 Wind 15.01270 90 Slider Vinyl CLR/VINYL F-9 Wind 15.0/270 90 Slider Vinyl CLR/VINYI. f-10 Wind 15.0/270 90 Slider Vinyl CLR/VINYL F-11 Wind 15.0 270 90 Slider Vinyl CLR/VINYL F-12 Wind 15.f�170 90 Slider Vinyl CLR/VINYL B-1 Wind 10.0x180 90 Slider Vinyl CLR/VINYL L-1 Wind 15.0 0 90 Slider Vinyl CLR/VINYL B-9 Wind 15.0 90 90 Slider Vinyl CLR/VINYL B-10 Wind 15.0 90 90 Slider Vinyl CLR/VINYL B-11 Wind 12.0// 90 90 Slider Vinyl CLR/VINYL B-12 Wind 15.0 90 90 Slider Vinyl CLR/VINYL FRDR-2-1 Wind 11.7 90 90 Fixed Wood clear GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC GIs Interior SC Int Exterior SC Ext Name Type Panes value Only Shade Type Shade Shade Type Shade CLR/VINYL Clear 2 0.540 0.880 Std Drape 0.780 Bug Screen 0.870 clear Clear 2 0.650 0.880 Std Drape 0.780 Bug Screen 0.870 INTER -ZONE SURFACES Surface Area Type (ft2) U -value House-i/House-2 Floor 2004.0 0.048 INTER-ZONE VENTILATION Insul Construction R-val Type 19 M9.08.16 Comments ------------------------------- Vent/ High Open Vent Height Vent Type Area Area Diff _zmments ----- ----- ------------------------------------ None --------------------- -- None COMPUTER METHOD SUMMARYPage R-4.2 4 C -2R Project Title: Vesely Residence Run: 448 01 -Sep -94 OVERHANGS Fenestration "----`-- ---- --- ---- ------ Above Left Right Name Height Width Depth Glazing Extension Extension None FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin r!n above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------ ------ ----- ------ None THERMAL MASS Vol Con -d -- Area Thek Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- -------------=----------- Zone = House -1 FLOOR -SLAB 744.0 3.5 28 0.98 Slab140E 0 Grade SOLAR GAIN DISTRIBUTION Fenestration Name None HVAC SYSTEMS System Name -------------- Zone = I1ouse-1 GasFurn.78 ACsplttl0 'Lone = House -2 GasFurn . 78 ACsplitl0 Winter Summer Targetted Fraction Fraction Tkerra l Mass Comments Duct Location System Type Efficiency and R -value Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.AO SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib System Name Type Water Heater Name Water Heater Type #-of Htrs Energy Factor Volume (gal) Wrap R-val------------- Standard—Gas Standard StandardGas Storage gas 1 -- C.-3 50 12 COMPUTER Mt:TIIOD SUMMARY Page 5 C --2R ProJect Title: Vesely Residence Run: 448 01 -Sep -94. WATER HEATING SYSTEMS MISC Solar savings System Name fraction Standard Gas -- WATER HEATER/BOILER DETAILS Solar system Wood stove Wood stove type boiler? " boiler pump? No Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ----------- ------------- ------ StandardGas T6% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul Sys t ein/ Name Type Number run (ft) - ,lam (in) t hek (in) R -value None SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'Iiouse-i' has non-standard internal gain of 54035 ctu/day. The standard value for this zone is 46898 Btu/day. A.Zane 'House -2' has non-standard internal gain of 38885 Btu/day. The standard value for this zone is 26022 Btu/day. Los 1. LAND DEVELOPMENT DIVISION 'DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 536-7266 FAX: (916) 538-2140 Paul and Catherine Vesely 14656 Bridgeport Circle Magalia, CA 95954 Dear Mr. and Mrs. Vesely: COUNTY OF BUTTE March 22, 1993 BUILDING DEPT MAR 1 Z 1993 RE: AP 66-37 .a�Z ptn. APPLICATION FOR DETERMINATION At the regular meeting of the Butte County Development Review Committee held on March 22, 1993, the Commmittee granted a conditional Certificate of Compliance for the above -referenced property. The condition is: 1. Verify legal access to the parcel from a publicly maintained -.-road -or state highway. There is a fifteen -day appeal period before this certificate can be recorded unless you sign and return the enclosed waiver waiving your right -to appeal the committee's decision. If -the condition is met prior -to the end of the appeal period, a "clean" certificate with no conditions will be -issued. - Should you have any questions regarding this -matter, -please contact this office at 538-7266. Very -truly yours, Stuart Edell Manager,Land Development Division Department of Development Services SE/ds cc Planning Division Environmental Health Department ilding Division f Room to Grow • From its majestic foyer to the vast bonus space over the garage, this home offers space for a busy family life as well as for formal entertaining. • An impressive eight -sided living room displays a coffered ceiling and a fireplace. • The large formal dining room is brightened and extended by the sunny bay window. • A splendid kitchen provides plenty of space for food preparation for 'r Yw 1 Plan AM-2312- families and parties. • The sunny nook and family room combination adjoin the open-ended kitchen to make one huge family living area. • The master suite upstairs repeats the striking configuration of the living room, and also includes an incredible bath and huge closet. • The three secondary bedrooms are also large and each has its own unusual design element. Bedrooms: 4-5 Baths: 2'/2 Space: Upper floor: 1,362 sq. ft. Main floor:, 1,738 sq. ft. Total living area: 3,100 sq. ft. Bonus area: 550 sq. ft. Garage: 765 sq. ft. Exterior Wall Framing: 2x4 Foundation options: Crawlspace only. (Foundation & framing conversion diagram available — see order form.) Blueprint Price Code: E f -- 69'-6" -� To order blueprints, gee pages 12-15 and Plan AM -23.12 21 �all 1-800-547-5570 - A- TO Buildinv Department 0 t FROM: Environmental Health SUBJECT: Sanitation Clearance Omer Location Plan Approved for: Sewage Disposal oid fin fo �LG cow ^anal clearance O.K. for: Clearance for bedroom NOTE * * * Water Supply Water Supply Water Supply home. Other L R ASA"��� _.-- - -Date- 41. Sanitarn 50 I M APPROVED Butte Courty Environmental 'Health Dat 7 C—' Signature A 0 � A 0 1 `urrF Butte `County Department of Development Services/ Building Division 7 County Center Drive, Oroville CA 95965 * (530) 538-7541 Telephone • (530) 538-2140 Fax . ;.. , . • -° • www.buttecounty.netldds www,buttegeneralplan.net ou µ �a Swimming Pool Requirements Drowning Prevention Safety Features Based upon California Health and Safety Code Section 115920-115929, known as the Swimming Pool Safety Act The County of Butte requires either listed, approved safety pool cover* meeting ASTM Standard F1346-91, OR a complying enclosure* which isolates the pool from the dwelling and remaining yard, OR a complying enclosure which surrounds the perimeter of the pool and dwelling, with door alarms and self-closing, self -latching devices on all doors leading into the enclosure. *Enclosures • Minimum height of 60 inches • Access Sates shall open away from pool and have self -dosing, self -latching device no lower than 60 Inches above the ground. • Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure • No openings greater than % inch within 18 inches of the release mechanism when closed. • Gaps or voids shall not allow the passage of a 4 inch sphere. • Outside surface shag be free of cavities or protrusions, that would serve as a foothold or handhold that could enable a child of less than 5 years of age to dimb over. • Maximum mesh size for chain link shall be a 225 Inch square unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches *fool Cover • Shall be correctly installed per the manufacturers instructions to prevent the access of children under five years of age to the water. • Shag be property constructed to meet ASTM specifications and be labeled accordingly. • All ties, anchors or attachment points and controls for automatic covers must be installed in at way to prevent operating or uncovering the poll by children less than five years of age. ■ The pool cover shall possess a listing that insures the original design or performance of the cover meets.or exceeds testing as prescribed by ASTM Standard F1 34"1, Section 5 Test Methods for Safety Covers. . ••• AN W�ar��,�_,�� ��a��a'+s'i�ra'rarps *Isolation "Perimeter Gates self-closing, self -latching At a minimum, one of these shall be provided (Revised 4108) POOL SAFETY REQ ME1VIENTS CALIFORNIA HEALTH AND SAFETY COM 115920-115927 115920. This act shall be known and may be cited as the Swimming Pool Safety Act 15921. As used in this article the following terms have the following meanings L) -Swimming pool" or "pool" means any structure intended for swimming or recreational bathing that contains water over 1: inches deep. Swimming pool" includes in -ground and above -ground structures and includes, but is not limited to, hot tubs, spas, portable spas, and non- ortable wading pools• Public with or Vvithout charge, or for the use of the �) "Public swimming pool" means a swimming pool operated for the use of the general lembers and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family .Dine. c) `Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from that s meet alio f the performance standards of the d) "Approved safety pool cover" means a manually or power -operated safety p o l coverkruerican Society for Testing and Materials (ASTM), in compliance with standard F1346-91. window, that is access from the residence to ;e) "Exit alarms" means devices that make audible, continuous alarm sounds when any P he pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the :lectrical wiring of the building. 199:, except as provided in Section 115 925,whenever a construction permi 115922. Commencing January 1.unmit is issued for construction of a new swng pool at a private, single-family home it shall be equipped with at least one of the following safety features: �(a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. .Kb) The pool shall be equipped with an approved safety pool coyer. (c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool. (d) All doors providing direct access from the home to the swimming pool shall be equipped with IL self-closing, self -latching device with a release mechanism placed no lower than -54 inches above the floor. (e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in r ' :subdivisions (a) to (d), inclusive, as determined by the building official of the jurisdictding permit ion issuing the applicable builAny ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater than that afforded by any of the devices set forth in subdivisions (a) to (4 inclusive. 115923. An enclosure shall have an of the following characteristics. a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower ham 60 inches above the ground. b) A minimum height of 60 inches. , c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater than four inches in diameter. e) An outside surface free of protrusions, cavities, or other physical characteristics that would serve as handholds or footholds that could enable ;hild below the age of five years to climb over. ' 115924. Any person entering into an agreement to build i swimming pooh shall give the consumer notice of the requirements of this article - 115 925. rticle. 115925. The requirements of this article shall not apply to any of the. following: a) Public swimming pools - g safety covers that comply with the American Society for Testing Materials -Emergency Performance b) Hot tubs or spas with lockin specification (ASTM ES 1349). 1 sof that includes requirements C) Any pool within the jurisdiction of any political subdivision that adopts an ordinance for swimming poo ety req hat are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted therefore by the State Devartment of Social Services. 15927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory gency of the state, this authority being reserved exclusively to local jurisdictions, as provided for in subdivision (e) of Section 115922 and iihdivision fel of Section 115924. ........ C%I , POOL GENERAL -SPECIFICATIONS SIZE' .X .40 AREA% ODEPTHIT' O SHAPE r .retro �fl0 LINER'Ely V POOL CAPACITY I GALS. PUMP t J MOTOR H.F. H.P. FILTER 0 ASO. FT. VACUUM LINE & SKIMMER Z RETURN LINE MAIN DRAIN SKIMMER MODEL"7J 2 BACKWASH LINE 00 —i% --.:.OF Vx FILL LINE: AvIrol ANTI SIPHON VALVE ES HEATER _:-SIZE BTU GASLINE BY: b- VENTED BY: ; LIGHT't j PrfJ ` : D l CVL -1 CLOCK ELECTRIC BY: gu( ELECTRICAL BONDING BY: POO - POOL CLEANER p S $d ...:._.:: CHLORINATOR g ND .U' PD 9 BOARD —SIZE N Ar BOARD SUPPORTS" ' A LADDER MODEL_64" SLIDE#FOCGU cr.:w` w„ca GRADING STUB PLUMB WyEs In NO SID*LA e. DECK BY: q 6 "pm A flowAmg NOTES SCALE 1/8" =1'099 -beczool Tol ScArLa qql 4'.: t-c.60"M oQ .) swilr6 :oo�S F©rcC" S `caC Z ...La:.. oo I3,' vlll DWNNY:'. vim. e_DATE ')1 CK'D iY: DATE . TO SCALE DEEP END SHALLOW :END UNLESS OTHERWISE SPECIFIED: NOT : r OL.IS3.HAVE.RECEIVED A. COPY OF..; -THIS PLAN AND HEREBY '` APPROVE POOL AND EdUIPMENT`LOCATI'ON %,CUSTOMER'S SIGNATURE DAT PROPERTY OWNER IS RESPONSIBLE FOR I CALIFORNIA DETERMINING LOCATIONS OF PROPERTY 1-INE5 ELECTRICAL CODE • _.:._. • ` • AND EASEMENTS AND MAINTAINING REQUIRED � _ . ... ._ AR / .. .. .._ TICLE s rrrowrvr re�ww oor-2occ-ry 1 1wIrC Awin .►� _r,J 'i n L�.�. t _: Y -Y1: �-X1 r'