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Home My WebLink About079-100-008\ | || m'/mo , xncm DURWOOD ux,nnov/ CONT: TMI- INC. NSF W/GARAGE m 079_ /00— M. ' NOTES RESIDENTIAL ' F036-600-008 02-1038 KES, MROLD & KAREN Y�j/2i h ��,QcYt PERMIT NO..--pCCRWOOD-DR O.RO_. ILLE ' CONT: TML INC. NSF W/GARAGE ' 0 I i F A) vi s x� SPECIAL CONDITIONS CHECKED BY --k SRA FLOOD CERTIFICATE REQ. ,a FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY 1 USE PERMIT CONDITIONS OFFICE COPY Address / LL GAS E Meter By ` r Dat rt LLEeiDiW GAS { Meter By Date ELECTRIC Meter By_`t'' F I t JOB FINALED (Date) Signature V= OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date Undfifloor (Plans) OK except #'s A2,T�!g-, Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3!Ft9eGarage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth ,ylFtg,., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stee I-Blockouts- Wrapped .Y- Hold Downs and Special Anchors 7. Slab, Steel -Wrapped (Si 8. P' rs-Fireplace Ftg.-Steel f� D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test T 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 0Z,Card B-1 �' Date Card B-1 Date/Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 111. Water Htr.; Vent -Access -Combustion Air Baffle 4,0ter Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection y Shower an; Test, First Floor -Tub Access X4 --Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s xture & Transformer Clearance -Ins. Protection Vic. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. !g7 �u' Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GF] 29. Su ue ze / ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circle/ /ga Cu or en Circ. / ga Cu Insulated Neutral Aso No Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s OV"Furnace Vents -clearance -Comb, Air -Connector - In rage; Above Floor-Ducts-Mech. Protection A.C. Ducts Insulation & Support Exiting 00--le-qt Fan, Exhaust above insulation c. linbpane-, Breaker Sizes & Labels i Condensate Drain & Overflow, Size & Grade nce-Hearth ae-Furnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic utlets & Receptacles at Kit. Counter QnAENe Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound wring Walls over Girders & Floor Nailing Pati Stop in Walls (rat proof) Eve Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing ngle & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48-FireplaCe-T-es or Type A Flue -Fireplace Throat Clearance AtY Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill H!J Dimensions t49-1 Garage Fire Protection Framing XAL Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5 i eadroom- Rise- Run -Landing -Fire Protection Plywood 2n Roof Overhang -Attic Vents -Rafter Outriggers _idI6. Si -Nailing Veneer ._t� G&8tucco Mesh Drip Screed Fd. Vents Underflr. Access -Glazina Area -Glass Protection- Skvliahts-Plastic 61. Insulatior( 62. Infiltration - Date Card B-1/ Date Card B-1 Date 1,0-3 Dat_, Card B-1,&44_ Date Card B-1 -FINAL (Plans) OK except #'s jAe'E_V. Steps -Door & Sidelight Protection -Landings S e Detector OV"Furnace Vents -clearance -Comb, Air -Connector - In rage; Above Floor-Ducts-Mech. Protection tVk-fedr�gpm Exiting F. ath F' res & Tub Access -S c. linbpane-, Breaker Sizes & Labels i nce-Hearth Elec. Outlets at Woo Panel, Int. & Ext. it t. lance; Ground -Air Gap -Cooking Clearance utlets & Receptacles at Kit. Counter QnAENe Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection PI ., Elec. & Mech. Equip. Listed for Location EI . Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic uard Rails & Deck Construction -Post Caps 81. ants & rawl Hole Door Drainage & Wood -Earth Clearance Looked under Ejoor ❑ Yes 82. Following InstId./Drive &1es p No/Walks es 7 No/Planters 0 Yes 1_1IVo 83. gjpocPo . L61-A.C. . Unit isconnect, Electri al -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings e , fisc nnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground ,j8§__Vdn-tjjation Throughout House - /8 ass Protection 91. (Saes TeaMetersTaaaed. Gas - Sewer Connected -C/O to Grade -HD A :ompliance Certificate -Other Certificates Posted Date Card B-1 C� Date Card B-1 Date Card B-1 L Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ./ = OK 0 = Not OK = Not Applicable MOBILE HOMES =,Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date 6. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s ' 1. Zoning Requirements -Setbacks -Easements Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 2. Footings; Size -Spacing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh 3. Gas; MH Test -Demand -Valve -Connector Roof; Shthg-Roofing 4. Electricity; MH Test -Crossovers -Breakers -Clearances Ext.; Steps -Doors -Landings 5. Drain; MH Test -Fall -Flex Connector Braced Wall Panels 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Card B-1 Date Card B-1 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type -Installation Cert. FINAL (Plans) OK except #'s 10. Exits; Insp.-Sketch Setbacks -Easements 11. Cert. of Occupancy Soils; Compaction -Structure Stability 12. Permanent Foundation Only; License Decal Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. 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; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ..-•y 411 Main Street • Chico, CA • (530) 891-2751 7 County, Cen :Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contadi this office immediately. V. I Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • OroviHe, CA • (530) 538-7541 CORRECTION NOTICE _vs dZ-- Id3� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, x please contact this office immediately. Date 7/ v IS Inspecto �. REV 1042Y F.r .� _«moi - �r.i6 " "' Ciir,� - ..•... �-�-iF�+1M., COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 • 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. }^ A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is r`. completed. If you have any questions pertaining to this matter, or need additional explanation, �. pleas�cntact this office immediately. .G 104; lO��, Com_ J t i Date Inspector ge REV /92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 T NO. (Rev. 12/96) APPLICs17I0N AND PERMIT ASSESSOR PARCEL NUMBER 036-600-008 ZONING BUILDING PERMIT OWNER SMKES JAROLD & KAREN TELEPHONE 532-4618 SQ. FT. OCC. BUILDING VALUATION 1798 R 9-1,312,00 OWNER'Sjr, NG ADDRESS 1%S� ORO DAM BLVD. OROVILLE CA CONTRACTOR'S NAME TML INC. TELEPHONE 589-1529 109 C 1-165-00 CONTRACTORS MAILING ADDRESS 2944 I RITAGE RD. OROVU-LE CA 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 660.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 429.25 BUIL ESS DMW00D DR., OROVTT T.F. Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 56.00 Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each gas water heater or vent 15.005 • �� TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF W/GARAGE (s3 RR & 2 BATH) Gas piping system t- 5 outlets 15.0019 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Feel 20.00 V R LE Main Service . 'g.LESS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ull force and effect. License Class Lic. No. �{,3 //� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLDS. s0 3.5Q�: MULTI - LET =REBID OUT 97.50 8 SINPOWGERLE APPARATUS OUTLET CIR. OUTLET OR FDRURES Ex. Occup.BAL 20 @ 1.00 @ .50 Ex. Occup. OFIxuTE A= ORS 5.00 Temporary Service 23.00 23 00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'o�rn nsatio insurance carrier and policy number are: Carrier�^Z Ir' ��/yf MECHANICAL PERMIT Filing Fee 20.00 Heating 15 00 Cooling i5. 00 Hood 6.50 6.5 Ventilation PERMIT FEE $65.50 Policy Numbertr2 � z (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisio s of section 3700 of the Labor Code, I shall forthwith comply with those pro i ions. Date ;Z� Q L ;ature of Applicant - 0 Owner A Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 c TOTAL FEE $ HAZ. FE IMP CDF P C HD SUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have L_y PERMIT EXPIRES ON 1 applicable provisions Resolutions to do work been paid. ate 1 l�— et� ReceiptNo. 33 WHITE-D.D.S.• .D. CANARY -ASSESSOR PINFUMSPECTOR G LYEPROD-APPLICANT i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 t / PERMIT APPLICATION DATA SHEET �/, ), OWNER: Os v ASSESSOR PARCEL NUMBER "%�v Proposed Building Use: N Counter Technician: Date: Items required in order to apply for a permit. A�11 boxes MUST be checked OR mak d NA in order to apply. 41.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. . Engineered truss details and layouts in duplicate.' No faxes! 5. Energy compliance design and supporting ddcuryehtation in duplicate. 1�. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. n17. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. . (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items'have not been- received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... til 12* Hazardous Material Form............................................................................... ❑ 13. Other c Remaining items needed' to issue the permit. (May require additional plan review upon rece f the f llowmg ' s.) (__I�L Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent fo'r Non -heated and A/C Buildings ............................ .....I ...... ..... O . 1 .Sanitation and plot plan approval from the Environme 1 Health Department rn 7. City of Chico Plumbing permit ............................................ ,j California Department of Forestry plan approval paid. Sent by: ....0 , .. . Planning approval for (A) Use: (B)Parking: (C) arc 1 Che Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy) ❑ 22. Pre -Inspection for `"�° required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy`Number..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... X26. Letter of Signature authorization.................................................................... 27.'rRecorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits........`:................................................ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, O Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 959Z57and hold for pickup. I have been inforAied of the above items and requa�ments for obtaining a building permit. Applicant: Date:'4J 2 `D A,-, Iii 0 i 1. Index permit application for the above items numbered: 2. Additional items reouired Contractor, designer, rQcaner as advised of the above dat Contractor, designer, o r was advised of the abov at, Plans reviewed by: Date: Structural reviewed by: ! - Date: Note transfer by: - Date: phone, ❑ mail, ❑ ci _ Plans approved by: _ _Structural approved by: ellow: Building Division M90 04/08/03 12:47 SACRAMENTO INSULATION 4.5895262 NO.393 1?01 CERTIFICATION OF INSULATION LOT'# 309 MELQAY,ROAD; MARYSVILLE, CA.95901. LICN202026 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIM02026 4 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC4202026 • ,, Q 6924 AIRPORT ROA©, KEDGING, CA 96002 L1Gli202026 } DATE INSULATION COMPLETED SQUARE FEET) ( SQUARE FEET) SQUARE FEn__] ,A,Q ,4t: V. RIL TERIAL, ^ MATERIAL MATEAFIBERGLASS FIFIBERGLASSMAFIBERGLASS _ r FOAM FORM BATTS FORM BATTSBATTS & BLOW' MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRQQUCT I,,,__ Q. MANUFACTURt;R`3 pAODUCT I, D. - MANUR FACTUR ,: �. ;:'<, QN'Ll k :,U' E'FY- A, CI 'OCF OCF OCF aAGs k R-VALUE ApPCIlh ` R-VALU�O ( A PLIED"' • • • I�N 1N9QAr .. ; :..;,. ,.:A . E?"::, i''• . .�..t', ` TM KN�9 It1SiAt:L� .., . ,?►IICKNESS EIGHTPER INSTALLHd� MIC NESS IN6TALLE aP "�-:,,5 r.,. ,.?. S U'ARRF.FOO? p.... _ . :WAI:I.S•1'F `t,•U 15 ;QTIEi�'T�I`A'N'1N ,iL ''AIf�`DVE� -• - `.', h ,":;. -, MATERIAL FORM .�. RNALUE I MANUFAGTUaEF FIBERGLASS BATTS OCF MAT [RIAL MANUFACTURER ` W R GRACE 4A THIS IS TO ERTIFY THAT INSULATION ANDfOR' BEA HA5 :EN 1WSTA l E0 IN'• C A PP.' 1 B s ODES, �tA7E�i141��S,Tk,NDAF1.�5:•- .... r.. r..., SIGNATU E iNS CATION TRA T r TITLE :j7DA SIONAT RTITLE --I REMARKS WHITE - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink - Attic Copy,•Gold - File Copy I IN ary TYPE (THICKNESS, COLOR, TYPE) .1320 CLL�pvi-.s�;, rm,:i;' cruvF REASON CODE REMINO:', INT W%W 0, 1 P! C TEM J NL S.H I P P E V a ix C N Cil . 156 -4 0 - 9755 ONTT RECFA.iIGLE P 0 20X 5037-410 70/) 6 78 01 106 Fe;.*K:' (707)678-'8Ri9 FORTI'M,0, 09 97208 0J."- TO HIG`-q P.."'R"Y C,Fi-'—S -if -, -A—# ORMEP.S W I I.. L P-,.C(..LKE A 4% E. -N. EFI-EECTIkE 1/2/03, Pik INE N.Oi 707/678, 0406 3!"'.") 4/ 0 3 15 2 d4 4A 45630 cox * GLASS 'CQ;-W;%AY S CLIX CLASS C P^, ' N Y NUMBER L 3860 Ei+TNN S T F -'L.. T H 16M -I. EH-iNNN S i PT�F'T �Jp 1 D 01ROVILLE CA 95966 SQUARE FEET P RECEIVEDDATE 6 F. T L L E CA 55Y/16 PAGE T 0 .0 SALES REPRESENTATIVE I ACCOUNT DATE ORDERED REQUESTED BY CUSTOMER PUOCHASE ORDER CUSTOMER PHONE SHIP DATE SHIP VIA/ TERMS ROUTE MJ L —i6� M.7-111, /t;33-- 1166 3126!03 M.I. L. GA, (i TRLI,-,K WNTE ORNRO IN ary TYPE (THICKNESS, COLOR, TYPE) SIZE SHIPPED B/O REASON CODE I I/Ef i AR TF-16PERED k/6 CLEAR TEKPEREG OVERALL 3/4 ONTT RECFA.iIGLE 11 15/16 x 78 13/16 MAI'N':;'. THL 0J."- TO HIG`-q P.."'R"Y C,Fi-'—S -if -, -A—# ORMEP.S W I I.. L P-,.C(..LKE A 4% E. -N. EFI-EECTIkE 1/2/03, T H A �'K FILIX R F. T F__. :l tj 1 i 6 T E h N �Jp TOTAL PIECES SQUARE FEET TOTAL WEIGHT RECEIVEDDATE DRIVER LAI t VAYMMI I-ImNALTY: All accounts not paid within prescribed terms will be subject to a late payrMent penalty for each 30 day qelinquency. NOTICE: All claims must be made within 5 days after receipt of goods. No items returnable without authorization. Orders changed or cancelled at any time are subject to labor and materia charges. Tempered safety glasses manufactured by and so permanently labeled are bearing the additional permanent certification of compliance label "16 CFR 1201 C11" are certified as conforming to CPSC 16 CFR 1201 and may be used in Category I or Category 11 architectural products. The warranty for these products Is for standard commercial and residential applications, and does not apply to a condition that may have extraordinary structural requirements. The customer is solely responsible for the use of the product In the proper application regarding performance and codes. Milgard Tempering will not be liable for Incidental or consequential damages of any kind that may ' arise from the use of our glass products. OFFICE COPY COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE -OF FEES DUE OWNER ��eS n A.P. # PROPOS D BUILDING USE ` "� r �� DATE —d� RECEIPT # DATE REC. BUILDING PERMIT FEES Q `1 l,/ / L �'J � � �-�'I.1 c/ _ 1 l - I � _ Balance Due ....................... $ j ! I `I b I b '(� )/ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES OAQ (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) oz) ...................... x $360.00 = $ v Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) HERMALITO DRAINAGE DISTRICT FEES 76k$510.00 (paid at Building Division) . SRA FIRE INSPECTION AND PLAN CHECK�3 33� $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DA�y 7 ^ eq Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) ' School District A.P. Number hm " DO? JJu' ris-ddifiction: � City. Property Owner Building Department No. D<DCounty Property Location/Address �p rWirt,,d Subdivision Lot No. imoor runs reviewe0 Dy ,cnool Ulstrict Personnel) District Identification No. so 7 School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing square feet. Paid by Check # tive Remarks: (State) Date (Applicant) (Phone Number) (Zip by payment of $ -369 2, 9 .1-- ' AB 2926 $ FULL MITIGATION $ 4._ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is 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) feeform.As (10/98)dmm PERMIT NO.: 106-02 Lake Oroville Area -Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the .Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable.. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. . Date: Applicant: Applicant Address: November 19, 2002 Jarold Stokes (TML Inc. Jim Tiehm) ilbi Oro Dam BlvdHeritage Rd) Oroville, CA 95966 (Oroville CA 95966) Applicant Phone No.: 532-4618 (589-1529) Property Locations(s): 6780 Deerwood Dr. Oroville CA 95966 A. P. No.(s): Fees due: Application for service 2 Copley Acres Sub Lot 64 036-600-008 All fees. paid. Inspection(s) made and successful test(s) observed: Location: O-WVILLE AREA UTILITY DISTRICT Lake Oroville Area Public Utility District release to close permit: Date: By: Date: k Revised STRUCTURAL CALCULATIONS Stokes Residence Butte County, CA Job Number: 01-045 July 1, 2002 E SS/0 G Sp No 058201 5 8 201 70 Xp E 6 3 ,n* S r'�"V�7�SS G 4<z- Ld 0 No. 058201 W * EXP. 6-30 from the design desk of.... A" CAL 07, _/0 3 45 BUTM COUNTY &i01LDWG DEPARTMOO A-Ppq.OVEQ �/z.�/o. Z' Russell Gallaway Associates 7 Sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882. www.rga-chico.com n('1C_jV'1.'VCx DINI. Stokes Residence DR ROOFDEADLOAD: ~ PSF = PSF = PSF i0koomcem= PSF = PSF = PSF sue -TOTAL = 10.5 PSF SLOPE CORRECTION 7<:12^ 1.20 MISCELLANEOUS =�.Tj PSF ROOF DEAD LOAD: = 13 PSF ROOF SNOW LOAD: = PSF ROOF LIVE LOAD: ~ 16.0 PSF SOILS REPORT: GEOTECHNICAL ENGINEER: DATE OFREPORT � BASIC BEARING PRESSURE PADS & CONT. FNDT=Oo INCREASE FOR WIDTH INCREASE FOR DEPTH MAX. SOIL PRESSURE 'Oa ISOLATED FOUNDATIONS ALLOW PASSIVE PRESSURE ALLOW SOIL FRICTION EQUIV. FLUID PRESSURE PSF � PSF PSF PCF Job No. 01-045 6/27/2002 TYPICAL FLOOR LOADS: PSF PSF PGF PGF PSF PGF PSF PSF PSF PGF PSF PSF PSF PSF Russell, Gallaway Associates Structural Engineering Load COMPANY PROJECT WoodWorks® R.G.A. 9Court,Suite4 Pattern CD Chi o,CA9 Chico, CA 95926 Total 5OFIWARE FOR WOOD Dtsrcrr (530) 342-0302 Load? 1 Oct. 29, 2001 15:21:24 Rafter.wwb Design Check Calculation Sheet I _ LOADS: (lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft) Pattern CD 128 Total Start End Start End Load? 1 Dead Full Area 8 (24.0) -Length No 2 Constr. Full Area 16 (24.0) 0.13 = No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 9,-7.4- 0. n. Dead 86 Value 86 Live 128 CD 128 Total 214 Fv' = 214 Bearing: 1.00 1.000 1.30 1.000 1.00 1.15 Bending(+) fb = -Length 1.0 1682 1.0 Lumber -soft, D.Fir-L, No.2, 2x6" Spaced at 24" c/c; Slope: 33.7 deg;, Total length: 9'-7.4", Self Weight of 1.96 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=Dsi. and in 1 Criterion Analysis Value Design Value Analysis/Design CD Shear fv @d = 29 Fv' = 119 fv/Fv' = 0.25 1.00 1.000 1.30 1.000 1.00 1.15 Bending(+) fb = 681 Fb' = 1682 fb/Fb' = 0.40 Fcp'= 625 Live Defl'n 0.13 = L/900 0.48 = L/240 0.27 1.00 Total Defl'n 0.26 = L/447 0.64 = L/180 0.40 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 429 lbs -ft Shear : LC# 2 = D+C, V = 178, V@d = 161 lbs Deflection: LC# 2 = D+C EI= 33.27e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. r V COMPANY PROJECT R.G.A: WoodW-o r k s® Chi nits Court, Suite 4 Chicoo,, CA CA 95926 SOFrwnaFFOR WOOD DF51GN (530) 342-0302 Oct. 29, 2001 15:26:10 Ridge.wwb Design Check Calculation Sheet p Jet- b w ci LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 969 Total Bearing: Start End Start End Load? 1 Dead Triangular 0 86.00 0.00 11.00 No 2 Constr. Triangular 0 128.00 0.00 11.00 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : u Dead 176 Value 333 Live 235 Shear 969 Total Bearing: 410 119 803 -Length 1.0 954 1.0 Lumber -soft, D.Fir-L, No.2, 2x10" Spaced at 24" c/c; Self Weight of 3.3 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: ( stress=osi. and in 1 Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 69 Fv' = 119 fv/Fv' = 0.58 Bending(+) fb = 954 Fb' = 1423 fb/Fb' = 0.67 Live Defl'n 0.13 = L/991 0.55 = L/240 0.24 Total Defl'n 0.28 = L/475 0.73 = L/180 0.38 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 1701 lbs -ft Shear : LC# 2 = D+C, V = 803, V@d = 642 lbs Deflection: LC# 2 = D+C EI= 158.29e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. t y COMPANY PROJECT R.G.A. WoodWorkso Chi o, CA 9 9 Court, Suite 4 Chico, CA 95926 a R- C ( _ sofrwnaeFOR WOOD nrs`e" (530) 342-0302 1 PY\ Oct. 29, 2001 15:22:36 Rafter 2.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Dead Full Area B (24.0) No 2 Constr. Full Area 16 (24.0) No *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 6-10.2" 1 7" 0' 81 Dead 93 59 Live 157 gg Total 250 158 Bearing: -Length 0.0 1.0 1.0 Lumber -soft, D.Fir-L, No.2, 2x6" Spaced at 24" c/c; Slope: 18.4 deg;, Total length: 8'-5.2", Self Weight of 1.96 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 26 Fv' = 119 fv/Fv' = 0.22 Bending(+) fb = 333 Fb' = 1682 fb/Fb' = 0.23 Bending(-) fb = 91 Fb' = 1660 fb/Fb' = 0.05 Live Defl'n 0.02 = L/797 0.16 = L/120 0.15 Total Defl'n 0.09 = L/922 0.21 = L/90 0.21 (a cantilever -span governs deflection) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.15 2 Fb'-= 900 1.25 1.00 1.00 0.987 1.30 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 241 lbs -ft Bending(-): LC# 2 = D+C, M = 57 lbs -ft Shear : LC# 2 = D+C, V = 166, V@d = 144 lbs Deflection: LC# 2 = D+C EI= 33.27e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. S COMPANY PROJECT R.G.A. Stokes Residence WoodWorks° Chiita Court, Suite 4 Chicoo,, CA CA 95926 SOFFWARF FOR WOOD WICN (530) 342-0302 Oct. 24, 2001 17:04:49 Beam5.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) µeettlt @ Load Type Distribution Magnitude Location [ft] Pattern Shear 512 Total Start End Start End Load? 1 Dead Full UDL 48 -Length No 2 Constr. Full UDL 64 L/360 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : U, L1 r ,L P.'# 6 (i 2j ,r. Dead 501 Value 501 Live 512 Shear 512 Total 1013 237 1013 Bearing: fb = 395 Fb' = -Length 1.0 Live Defl'n 1.0 Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x12" Self Weight of 14.61 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: ( stress=osi. and in Criterion Analysis Value Design Value AnalsDesi n Shear fv @d = 22 Fv' = 237 fv/F;is/= 0.09 Bending(+) fb = 395 Fb' = 3000 fb/Fb' = 0.13 Live Defl'n 0.07 = <L/999 0.53 = L/360 0.13 Total Defl'n 0.18 = <L/999 1.07 = L/180 0.16 ADDITIONAL DATA: FACTORS: F CD CM Fb'+= 2400 1.25 1.00 Fv' = 190 1.25 1.00 Fcp'= 650 1.00 E' = 1.8 million 1.00 Ct CL CF CV Cfu Cr LC# 1.00 1.000 1.00 1.000 1.00 1.00 2 1.00 2 1.00 - 1.00 2 Bending(+): LC# 2 = D+C, M = 4051 lbs -ft Shear : LC# 2 = D+C, V = 1013, V@d = 886 lbs Deflection: LC# 2 = D+C EI=1328.38e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). �eC C_ = )0 1 3* US ,e_ s;NSfe 2x6 Ta,/yr/,ee- cotit-, �7t� o..k, by 1")5Pe-CttD,,3 �• ?d WdSb:?0 200? Li -unf 6?ST 68S 0£S : 'ON XHd ONI�I' Dead 29 Value COMPANY PROJECT. 2930 Load2 Constr.• Stokes ResidenceWoodWorks Beam4 106 2459 Bearing: fb = 859 Fb' = 1.0 Design Check Calculation Sheet 1.0 -Length Sizer 2002a 0.20 = L/360 LOADS: ( lbs, psf, or plf) N e_J e9 Total Defl'n 0.10 = Load Type Distribution Magnitude Location [ft) Pattern ssQQPs ttnlc�e2 T -Ru 0.40 = L/180 ' Start End Start End Load? Full UDL 810.0 No !I, MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : i LN 0' 6- Timber -soft, D.Fir-L, No.2, 6x8" 10Self Weight of 9.8 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. ; Dead 29 Value 29 Live 2930 Load2 Constr.• 2459 106 2459 Bearing: fb = Dead 29 Value 29 Live 2930 2430 Total 2459 106 2459 Bearing: fb = 859 Fb' = 1.0 fb/Fb' _. 0:98 1.0 -Length Criterion Analysis Value Design Value Shear fv @d = 71 Fv' = 106 fv Fv' = 0.67 Bending(+) fb = 859 Fb' = TalXsis/Design 875 fb/Fb' _. 0:98 Live Defl'n 0.09 = L/766 0.20 = L/360 0.47 Total Defl'n 0.10 = L/752 0.40 = L/180 0.24 COMPANY PROJECT Type Stokes Residence WoodWorks' Columnl Magnitude Start End SOFT WARF FOR WOOD DISMV • ' Design Check Calculation Sheet Axial Sizer 2002a icit = 0.00 in) LOADS: ( lbs, psf, or pif) ral 0.21 f /Fg' - 0.06 MAXIMUM REACTIONS (Ibs): 0' 8, . t Timber -soft, D.Fir-L, No.2, 6x6" ` Self Weight of 7.19 plf automatically included in loads; Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 8.00= 8.00 [ft]; Ke x Ld: 1.00 x 8.00= 8.00 [ft]; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. Load Type Distribution Magnitude Start End Location [ft] Pattern. Start End Load? Load2 Constr. Axial 3252 (Eccent icit = 0.00 in) ,Criterion Analysis Value Design Value sis/Desi n Axial Axial Bearing fc = f = 109 109 Fc' F ' = 522 = 1850 ral 0.21 f /Fg' - 0.06 COMPANY PROJECT Stokes Residence WoodWorkS® Column2 SOFMAAf FOR W000 DFOfY ' LOADS: ( lbs, psf, or plf ) july 1, 2QO2 14A 1-29 Design Check Calculation Sheet Sizer 2002a I.AN e� Magnitude Location [ft] Pattern T2 U 5 5 "Q 3 i Load Type Distribution Start End Start End Load? Load2 Constr. Axial 4554 (Ecce nt icit = 0.00 in) Fc' F ' MAXIMUM REACTIONS (lbs): U, Timber -soft, D.Fir-L, No.2, 6x6" .Self Weight of 7.19 plf automatically included in loads; Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 8.00= 8.00 [ft]; Ke x Ld: 1.00 x 8.00= 8.00 [ft); Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. Criterion Anal sis Value Desi n Value Anal sis/Design A Axial � Axial Bearin fc = f = 152 152 Fc' F ' = 522 = 1850 fc Fc' = 0.29 f /Fg' - 0.08 Foot2000 ver. 1.0, Copyright O 1999-2000 Spyder Software 7/1/2002 11:55:17 AM %O Company Info I Project Info Russell Gallaway Associates Project: Stokes Residence 660 Manzanita Court; Suite 4 Location: 860 Gardella Ave Chico, CA, 95926 1Oroville, CA 95965 Phone: (530) 342-0302 Client: Sierra Design Group Fax: (530) 342-1882 JJob No.: 01-045 E-mail: doctord@rga-chico.com JFooting Id: F1 Colmn 1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.50 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 60.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.2 ksf FootingWidth ...................................................... 2.00 ft. FootingLength ..................................................... 2.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 7.23 psi BeamShear Stress .................................................. .53 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength ............ .00 in Transverse Bottom Reinforcement Required for Strength .............. .00 inz Gravity Only Soil Bearing .......................................... .9 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ (ft -kips) Dead Load 1.00 0.00 0.00 Live Load 2.25 0.00 0.00 Foot2000 ver. 1.0, Copyright � 1999-2000 Spyder Software --p.-y i11LU Russell Gallaway Associates 660 Manzanita Court; Suite 4 Chico, CA, 95926 Phone: (530) 342=0302 Fax: (530) 342-1882 E-mail: doctord@rga-chico.com Column 2 FOUNDATION PARAMETERS 7/1/2002 11:55:52 AM Project Info Project: Stokes Residence Location: 860 Gardella Ave Oroville, CA 95965 Client: Sierra Design Group Job No.: 01-045 Footing Id: F2 Concrete Ultimate Compressive Strength, f'c........................ 2.50 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 60.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.2 ksf FootingWidth ...................................................... 2.00 ft. FootingLength ..................................................... 2.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 10.07 psi BeamShear Stress .................................................. .76 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required Inside Column Strip..... .00 int Longitudinal Bottom Reinforcement Required Outside Column Strip.... .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 int Gravity Only Soil Bearing .......................................... 1.2 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX (ft -kips) MZ, (ft -kips) Dead Load 1.00 0.00 0.00 Live Load 3.55 0.00 0.00 Stokes Residence DR SEISMIC LOADS: = ` ZONE = Zone 3 qs = 14.4 IMPORTANCE FACTOR = Standard Occupancy ENV Governs Structural System #1 BASIC LOAD COMBO FOR ALLOW STRESS DESIGN (30-1) E = p Eh + E„ = 1.0 Eh = 0.288 W D + E/1.4 = V/1.4 0.117 SITE DATA = 0.117 W BASIC LATERAL SYSTEM = All other Buildings = 0.84 EXPOSURE B MAX. OVERALL HEIGHT (h„)_ FT. T = Ct (hsia n) _ 0.243......... Eq. (30-8) DISTANCE TO SOURCE (Na) _ —10km = 1.00 = 11.6, DISTANCE TO SOURCE (N„) _ >=15krn = 1.00 SEISMIC SOURCE TYPE. = B jw Table 16-U PSF SOIL PROFILE TYPE = SID, Table 16-J SEISMIC COEFFICIENT - Ca = 0.36 PSF SEISMIC COEFFICIENT - C„ _ 0.54 Lateral Force Resisting Sys (R) = I wood Structural Panels CJI Wood Structural Panels• MPH qs = 14.4 PSF Cq NIS Governs ENV Governs Structural System #1 = 0.62 V = (Cv I W) / (1.4 R T) = 0.288 W 0.288 W (But Need Not Exceed) 0.117 0.117 V = 2.5 (Ca I W) 1 (1.4 R) = 0.117 W 0.117 W Cs -30 Ft.< h< 40 Ft. = 0.84 Job No. 01-045 6/27/2002 WIND LOADS: DESIGN WIND VELOCITY 175 MPH MPH qs = 14.4 PSF Cq = 13 :' C - h<15 Ft. = 0.62 Cs -15 Ft.< h< 20 Ft. = 0.67 Cs -20 Ft.< h< 25 Ft. = 0.72 Cs -25 Ft.< h< 30 Ft. _ 0.76 Cs -30 Ft.< h< 40 Ft. = 0.84 EXPOSURE B IMPORTANCE FACTOR = P = Ce Cq qs 1,, (0-15 Ft.) = 11.6, PSF P = Ce Cq qs IN, (15-20 Ft.) •(20-25 _ 12.5 - PSF P = Ce Cq 'qs IW Ft.)' _ .13.5 PSF P = Ce Cq qs IN, (25-30 Ft.) = 14.2 PSF P = C. Cq qs IW (30-40 Ft.) = 15.7 PSF Russell, Gallaway Associates Structural Engineering — F a , j from the design desk of JOB JOB NO. DATE 6- -7 02- CALCULATION OF Pa. Lei - r T PAGE NO. I 3 ENGINEER July 5, 2002 TML Inc. 2544 Heritage Rd. Oroville, CA 95966 VDe artment of Develo lent Services P Develop lent Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 036-600-008 Building Permit Number: 02-1038 (STOKIES) Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: >< The firewall must include the ceiling and all supporting walls. The attic access door must be 1 -hour also. 2. Please show the location of the HVAC equipment on the plans. STRUCTURAL COMMENTS: ,•l' Please revise the roof -framing plan to agree with the truss layout. The trusses provided include the front porch and the rafters shown on the roof -framing plan are not necessary. ✓� Please revise the eave header detail (detail H on sheet 6) to show the -roof truss at this location. The detail indicates rafters and ceiling joists. Note that the B1 trusses cantilever over the front porch. Provide adequate roof diaphragm connection to transfer the 181 plf wall shear shown in the structural calculations to the front porch shear. walls. The plans show a 6x6 header on the front porch extending below the D1 truss. Please clarify the location of the header on detail G. The D 1 truss bears on a post and therefore the header is not required to support the trusses. Please revise plans and details as necessary. Please show the 6x6 posts supporting the D3 truss on the roof -framing plan or on the floor / plan. V511, SPlease depict construction methods and materials on the framing sections. Include roof / covering, header sizes, stud sizes, wall coverings, insulation, etc. V5. The 6x6 posts and footings supporting the G3 truss are not necessary. Truss G3 is a single /ply truss with only 33471b. and 3252 lb. reactions. Are the 18" deep footings necessary? The Building Division has no evidence of expansive soil or other conditions that would require 2 story footings. Plans were noted to provide a 36" minimum landing at the back door. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m.,.Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. 1 of 2 0 0 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. 94L'. 4'W_zt_ Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer Cc: Donald Russell, P.E. 2 of 2 June 11, 2002 TML Inc. (5rb KES) 2544 Heritage Rd. Oroville, CA 95966 Department of Deveopment Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 036-600-008 Building Permit Number: 02-1038 Services Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Please show the firewall between the house and garage on the plans. 2. Please show the location of the HVAC equipment on the plans. If the furnace is in the attic, provide a truss for the additional loading. STRUCTURAL COMMENTS: ,,- PrzavlkV ' Cs-leS 1 Please provide a lateral analysis by an engineer or architect on the right side and the front of the building. Please have the architect or engineer provide a letter that he has reviewed the trusses and they conform to his design. O3. Please revise your roof -framing and"foundation plans to depict the actual construction, Remove any "girders", beams, footings, etc that do notapply. Include header sizes, porch beam sizes, posts supporting the girder truss, etc. Although the plans are not specific, I am assuming that you are using 2x6 studs? 5. lease coordinate all aspects of the plans so that they agree and they show how the house is being constructed. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. w Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1\ IL PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re-submittaL If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.- Please �*ndicate your response to each item and the location where the information can be found on the pL%Wcalcs. ATTACH TH?S FARM Tn A rnVV nC Vn11D ni Aru oeanew I wren Aun nC-n lnu uwrrU ne%Rcrn Aam. ...—.-- _ OWNERS NAME DATE:.:. ,.... :..:.... - - Si ASSESSORS PARCEL NUMBER PERMIT NUMBER -5 f /is cs'n . IDO/�i : 70�. ,A L G.a `G f S✓/S�+ i TT�^� il/ ESPONSE FOR PLAN CHECK LETTER DATED: 5 �o z PLAN CHECK ITEM # RESPONSE BY: - - LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: - C-4 O N Z -5 f /is cs'n . IDO/�i : 70�. ,A L G.a `G f S✓/S�+ i TT�^� il/ Qlf' a Ri✓Xd f_C . p -r7 ..� COMMENTS: AP 1/i� r %�i ilsdM /3o 4 e49 AMC_ p4 ti ETS' s o?45 L �r.11oo�—v A-V Na7-FJ3 0^j 2 PLAN CHECK ITEM # - RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: COMMENTS: C-4 O N Z -5 f /is cs'n . IDO/�i : 70�. ,A L G.a `G f S✓/S�+ i TT�^� il/ Qlf' a Ri✓Xd f_C . p -r7 ..� PLAN CHECK ITEM # Af RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: 5A- Z / COMMENTS: &-4 Ve- ,L �4�.a2 /is cs'n . IDO/�i : 70�. ,A L G.a `G f S✓/S�+ i TT�^� il/ T • PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR, PLAN CHECK LETTER DATED: �v PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: cam—' COMMENTS: JC or -- 'PLAN CHECK ITEM # (RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: IPLAN CHECK ITEM # RESPONSE BY: ILOCATION ON PLANS/CALCS: July 5, 2002 TML Inc. 2544 Heritage Rd. Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 036-600-008 Building Permit Number: 02-1038 (STo I«S) Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: The firewall must include the ceiling and all supporting walls. The attic access, door must be 1 -hour also. ©K Please show the location of the HVAC equipment on the plans. r STRUCTURAL COMMENTS: Please revise the roof -framing plan to agree'with the truss layout. The trusses provided- include rovidedinclude the front porch and the rafters shown on the roof -framing plan are not necessary. Z. Please revise the eave header detail (detail H on sheet 6) to show the roof truss at this location. The detail indicates rafters and ceiling joists. Note that the B1 trusses cantilever over the front porch. Provide adequate roof diaphragm connection to transfer the 181 plf wall shear shown in the structural calculations to the front porch shear walls. .i3. The plans show a 6x6 header on the front porch extending below the D1 truss. Please clarify the location of the header on detail G. The Dl truss bears on a post and therefore the header is not required to support the trusses. Please revise plans and details as necessary. -4. Please show the 6x6 posts supporting the D3 truss on the roof -framing plan or on the floor plan. 5. Please depict construction methods and materials on the framing sections. Include roof covering, header sizes, stud sizes, wall coverings, insulation, etc. ,6. The 6x6 posts and footings supporting the G3 truss are not necessary. Truss G3 is a single ply truss with only 33471b. and 3252 lb. reactions. Are the 18" deep footings necessary? The Building Division has no evidence of expansive soil or other conditions that would require 2 story footings. Plans were noted to provide a 36" minimum landing at the back door. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. 1 of 2 SIERRA DESIGN GROUP July 11, 2002 Plan Check Correction Dated July 5', 2002 (2n, Check) + TML Inc. 2544 Heritage Rd. Oroville, CA 95966 Assessor Parcel Number: 036-600-008 Building Permit Number: 02-1038 Non -Structural Comments: 1. 5/8" Type X gypsum board between garage and house. Ceiling and attic access has been added and noted on Sheet 2. 2. HVAC and slab is located on Sheet 1 and 2. Truss Al has been engineered for additional loading of attic furnace. Heater location is shown on Sheet 6 Roof Framing. Structural Comments: 1. Roof- framing has been revised to agree with truss layout. Rafters have been eliminated. 2. Eave header has been revised. Additional structural calculations have been submitted. 3. Header has been removed. 4. 6X6 has been added to the Roof framing plan. Sheet 6. 5. Additional information has been added to Sections as requested. 6. The footings have been removed however the 6x6 posts will remain. 7. Footing details have been revised to RGA's specifications. 8. Plans have been revised to show a 36" min landing at back door. Note: Don Russell @ RGA has reviewed all structural items and comments. If you have any questions please call 530-899-2945 between the hours of 7:00 a.m. and 4:00 p.m. Monday thru Friday. Thank you, Chris Garten V.P. Design Sierra Design Group Sierra Design Group 3650 Morrow Lane, Chico, California 95928 530-899-2945 530-899-0688 fax (email) sdg@sierradesigngroup.net www.sierradesigngroup.net 141�hjater closet clearances (Uniform Plumbing Code 408.5). TShoacr compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bing walls shall be supponed on masonry or concrete foundations that shall be of sufficient size to support all loads Nnitorm Building Code section 1806.3). STRUCTURAL DETAILS: 1, Beed a211 panels shall start at not more than 8 feet from each end of a braced Kali line. Braced Wall panels must be in line or offset from each other by not more than 4 feet NBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC Section 2320.4.1.) Brand mall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comph• with the Uniform Building Code. This must include the designer's "wit" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clenstory requiting balloon framing and/or engineering. (Uniform Building Code Table 18-I-C�. Foundation plans complete enough to construct building N Floor consuuction details complete enough to construct building. Elevations and wall construction details complete enough to construct buildin& Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). . Porch header size(s). Tj,pical header size(s). . Stud heights. High expansive soil — special foundation design required. g walls requiring design. G Ti= wallboard nailing inspection required. . If the area below the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans• equipment and other service facilities shall be Electric, heating, ventilation, plumbing and air conditioning equip designed and/or located so as to prevent water from entering or accumulating with the component doting conditions of flooding. MISCELLANEOUS ITEMS: Staimay details — landings, rise and rua head clearance. handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403).. Exterior plaster— weep screeds (Uniform Building Code section 2506.5). - Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. . iEnergy design compliance and supporting documentation. d4 CDF responsible area requirements. tUELDING PERMIT REQUIREMENTS: 2. ❑ Flood elevation ceriftcate. j 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirement. - 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. Pzce = . f = �VTTF °RESIDENTIAL PLAN ° ` REVIEW GUIDE c --�- -• a: c SIIVGL.E FAMILY, DUPLEXAND \ .. MISCELLANEOUS ONLY Building Permit Number: i O%�•rer. Plans Examiner: Lada 5%rn�=1'� A. P. Number: a -�� oa GENER_XL: Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks. side }ard, easements, etc. Other buildings or structures. Grading, fills andior drainage. i. Flood hazard. Special conditicnson parcel Map: Water Tender ❑ Traffic and Drainage fees ❑ `Oise [j SR -a Fire Sprinklers ❑ Federal :kid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`:C section 106.3.3 Plans and specifications drawn to scale with dimensions and of sufficient clarity (UB )• 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The miMmtmt net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When %indo%%s are prodded as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skn-lights (Uniform Building Code section 2409 & 2603.'). Glazing in Hazardous locations (Uniform Building Code section 2406). fled in this Habitable space shall have a ceiling height of not less that► 7 fat 6 inches except as otherwise petmi section. Kitchm halls, bathrooms and toilet compartments may have a ailing height of not less than 7 feet measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %% hick depend on the combustion of fuel shall not be installed in a room used or desiar—to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into abath or bedroom (uniform Plumbing Code section 509.0). Fuel bunting, equipment shall not be installed in a closet, bathroom or a room readily usable as abedt+oom. or in a room. compartment or alcove opening directly tato any of these (U�orm h � e 3 30 - Garage firewall separation - required on garage side including sugpo g posts (U A - .. Code section 302.4 exception .43). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove - UN1C section 205 confined space & 223 unconfined space & 30 .2). Smoke dc(, -c -ors (Uniform Building Code section 310.9.1). Page 1 of 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 Project Address........ ******* Orovi e *v6. 01* a a �0 3P Documentation Author... Marty Runnells ******* B.ui � in ermit y� P an Check Date Field Check/ Date Climate Zone........... Compliance Method...... Energy Calculation Services 1907 Mangrove Avenue;`Suite E Chico, CA 95926 530-894-8466 11 MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -014265 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1728 SF Residence. Component Type Wall GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1728 sf Single Family Detached New Front Facing 330 deg (NW) 1 1 Slab On Grade 10.7 % of floor area 0.58 Btu/hr-sf-F 0.65 8.3 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Type R -value R -value n/a R-19 R-n/a Total Assembly R -value U -factor Location/Comments R-19 0.065 Door n/a R-0 R-n/a R-0 0.330 Roof n/a R-30 R-n/a R-30 0.031 S1abEdge n/a R-0 R-n/a F2=0.760 S1abEdge n/a R-0 R-n/a F2=0.510 FENESTRATION Area U- Interior Orientation (sf) Factor SHGC Shading Window Front (NW) 20.0 0.600 Door Front (NW) 10.0 0.550 Window Front (NW) 6.7 0.570 Window Front (NW) 30.0 0.600 Window Left (NE) 8.0 0.600 Window Back (SE) 24.0 0.600 Window Back (SE) 12.0 0.600 Window Back (SE) 7.5 0.570 Door Back (SE) 40.0 0.550 Window Back (SE) 7.5 0.570 Window Right (SW) 20.0 0.600 PLAN FRONT, LEFT BACK, RIGHT TO GARAGE, KNEE WALL TO GARAGE TO ATTIC, VAULTED TO EXTERIOR TO GARAGE Over - Exterior hang/ Shading Fins 0.650 Standard Standard None 0.650 Standard Standard Yes 0.670 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard None 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.670 Standard Standard Yes 0.650 Standard Standard Yes 0.670 Standard Standard Yes 0.650S a Standard None t7A kJ � i 9n\ J CERTIFICATE OF COMPLIANCE: RESIDENTIAL I Page 2 CF -1R Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 MICROPAS6 v6.01 File -01426S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1728 SF Residence. Equipment Type Gas ACSplit Tank Type Storage SLAB SURFACES Area Slab Type (sf) t Standard Slab 1728 HVAC SYSTEMS Refrigerant Tested ACOA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0.800 AFUE n/a Attic R-4.2 No No Setback 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External. in Energy, Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 .58 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 MICROPAS6 v6.01 File -01426S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1728 SF Residence. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. 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 Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name .... C1'4.Rn- 4 " Name .... Marty Runnells Company. Sierra Design Group Company. Energy Calculation Services Address. 3650 Morrow Lane Address. 1907 Mangrove Avenue, Suite E Chico, CA 95928 Chico, CA 95926 Phone... 530 899 2945 Phone... 530-894-8466 License. Signed. //-9-0/ Signed.. 14k(61,01 ate ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 Project Address........ ******* Documentation Author... Climate Zone........... Compliance Method...... Orovi le *v6.01* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 11 Building Permit Plan Check Date Fie Check/ Date MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -01426S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1728 SF Residence. Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce - *150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality _ standards. Indicate type and form. —tib 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. WA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. NA 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. 4ANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 MICROPAS6 v6.01 File -01426S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1728 SF Residence. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment L10-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. 1:150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. rv�� 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation i pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 MICROPAS6 v6.01 File -01426S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation'Servic''Run-1728 SF Residence. pilot light (Exception: Non -electrical cooking .appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er 'merit 150(k)l: Luminaires for general lighting in kitchens,shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This genera'1 lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. I COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 Project Address ******* Orovi e *v6.01* Documentation Author... Marty Runnells ******* Bui ing Permit Energy -Calculation Services 1907 Mangrove Avenue, Suite E, Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -01426S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1728 SF Residence. MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Design 20.04 9.87 14.32 44.23 Proposed Compliance Design Margin 17.50 2.54 13.10 -3.23 12.91 1.41 43.51 0.72 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1728 sf Single Family Detached New Front Facing 330 deg (NW) 1 1 ReducedYear Slab On Grade 1 14396 cf 1728 sf 10.7 % of floor area 0.58 Btu/hr-sf-F 0.65 8.3 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 1728 14396 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 MICROPAS6 v6.01 File -01426S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1728 SF Residence. OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 208 0.065 19 330 90 Yes None PLAN FRONT 2 Wall 265 0.065 19 60 90 Yes None LEFT 3 Wall 376 0.065 19 150 90 Yes None BACK 4 Wall 349 0.065 19 240 90 Yes None RIGHT 5 Wall 248 0.065 19 330 90 No None TO GARAGE 6 Door 20 0.330 0 330 90 No None TO GARAGE 7 Wall 21 0.065 19 330 90 Yes None KNEE WALL 8 Roof 1360 0.031 30 n/a 0 Yes None TO ATTIC 9 Roof 386 0.031 30 330 19 Yes None VAULTED PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 10 SlabEdge 204 0.760 R-0 No TO EXTERIOR 11 SlabEdge 34 0.510 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NW) 20.0 0.600 0.650 330 90 Standard/0.76 Standard/0.68 2 Door Front (NW) 10.0 0.550 0.650 330 90 Standard/0.76 Standard/0.68 3 Window Front (NW) 6.7 0.570 0.670 330 90 Standard/0.76 Standard/0.68 4 Window Front (NW) 30.0 0.600 0.650 330 90 Standard/0.76 Standard/0.68 5 Window Left (NE) 8.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 6 Window Back (SE) 24.0 0.600 0.650 150 90 Standard/0.76 Standard/0.68 7 Window Back (SE) 12.0 0.600 0.650 150 90 Standard/0.76 Standard/0.68 8 Window Back (SE) 7.5 0.570 0.670 150 90 Standard/0.76 Standard/0.68 9 Door Back (SE) 40.0 0.550 0.650 150 90 Standard/0.76 Standard/0.68 10 Window Back (SE) 7.5 0.570 0.670 150 90 Standard/0.76 Standard/0.68 11 Window Right (SW) 20.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 Door 10.0 n/a 3 9.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.7 n/a 6.67. 9.5 .25 n/a n/a n/a n/a n/a, n/a n/a n/a 4 Window 30.0 n/a 5 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 24.0 n/a 4 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 n/a 3 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 7.5 n/a 5 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 MICROPAS6 v6.01 File -01426S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1728 SF Residence. Surface 9 Door 10 Window System Type HOUSE Gas ACSplit Tank Type 1 Storage OVERHANGS AND SIDE FINS Window— Overhang Left Fin Right Fin— Area Left Rght I . (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 40.0 n/a 6.67 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 7.5 n/a 5 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1728 HVAC SYSTEMS Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff 0.800 AFUE n/a Attic R-4.2 No No 0.737 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .58 50 REMARKS External Insulation R -value R- n/a HVAC SIZING Page 1 HVAC Project Title.......... The Stokes Residence Date..11/06/01 13:11:18 Project Address........ ******* Orovi le *v6.01* Documentation Author... Marty Runnells ******* Building Permit -79 Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 - 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -014265 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1728 SF Residence. GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1728 sf 14396 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 330 deg (NW) Cooling (Btuh) 4750 2815 6134 3362 2100 1916 21077 4215 Minimum Total Load 28214 25292 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Description (Btuh) Opaque Conduction and Solar...... 13131 Glazing Conduction ............... 4330 Glazing Solar .................... n/a Infiltration ..................... 8188 Internal Gain .................... n/a Ducts ............................ 2565 Sensible Load .................... 28214 Latent Load ...................... n/a 330 deg (NW) Cooling (Btuh) 4750 2815 6134 3362 2100 1916 21077 4215 Minimum Total Load 28214 25292 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. from the design desk of.... Russell, Gallaway Associates 7 ,Sierra Nevada Court F Chico, California 95926 I'' •.., I (530) 342-0302 fax 342-1882 www.rda-chico.com May 19, 2002 TML Inc. 2544 Heritage Rd. Oroville, CA 95966 County of Butte, CA Assessor Parcel Number: 036-600-008 Building Permit Number: 02-1038 Re: Stokes SFD=Structural Review Plancheck Official; The following is a list of responses to specific structural plan check items of the aforementioned project, dated June 11, 2002. Revised calculations are attached as required. 1) A lateral analysis has been performed for the areas in question. Reference calculations page 13. 2) We have reviewed the truss calculations and they meet the load requirements and intent of our design. 3) The trusses ,are designed to cantilever over the front porch, eliminating the need for beams and posts in most locations. Please feel free to call me should any questions arise in this matter. ank you. Don Russell, P.E. Lic. No C58201 SIERRA DESIGN GROUP June 28, 2002 Plan Check Correction TML Inc. 2544 Heritage Rd. Oroville, CA 95966 Assessor Parcel Number: 036-600-008 Building Permit Number: 02-1038 Non -Structural Comments: 1. 5/8" Type X gypsum board between garage and house has been noted on Sheet 2. 2. HVAC and slab is located on Sheet 1 and 2. Truss Al has been engineered for additional loading of attic furnace. Structural Comments: 1. See Comment supplied by RGA. 2. See Comment supplied by RGA. 3. Roof Framing has been revised per construction. See RGA Comment for additional response. 4. 2x6 exterior stud walls have been clarified in note on Sheet 2. 5. Reviewed construction of home with RGA and coordinated all aspects of plans as requested. If you have any questions please call 530-899-2945 between the hours of 7:00 a.m. and 4:00 p.m. Monday thru Friday. Thant you 552 Chris G V.P. Design Sierra Design Group Sierra Design Group 3650 Morrow Lane, Chico, California 95928 530-899-2945 530-899-0688 fax (email) sdg@sierradesigngroup.net www.sierradesigngroup.net RECORDING REQUESTED BY: JAROLD G. STOKES AP NO.: 036-600-008 AND WHEN RECORDED 1L4IL TO: BUTTE COUNTY BUILDING DRISI0N 7 COUNTY CENTER DRIN"E OROYILLE CA 95965 Zgofei2—Q►102CS,74S10 Recorded Official Records County Of BUTTE CANDACE J. 6RUBBS Recorder ROSEMARY DICKSON Assistant 11:37AN 23 -May -2002 I REC FEE 7,00 1 CONFORM ,00 I I I I I I Alyce I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT - Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Counts! has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real propem> situate in the County of Butte, State of California, described as follows: LOT 64, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "COPLEY ACRES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON AUGUST 1, 1963, IN BOOK 30 OF MAPS, AT PAGE(S) 38, 39 and 40. Date: MAY 22, 2002 1✓ROPERTY OWNERS: J.JR"�OI �D Gn SJv ES n n V-O,r-cv\ (\A . S=k�kes State of California ) County of BUTTE ) On MAY 22, 2002 before me, MARY A. THOMPSON, NOTARY PUBLIC personally appeared JAROLD G. STOKES personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) is -hose name(s) is/are subscribed to the %ithin 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)oror th�po�be�ialf`ofit sons) acted, executed the instrument. MARY A. THOAAPSON WITNESS m.' hand and official seal. .Commission #1351470a a- Notary Public - California Cl? SignaturJ60Butte County My Comm. Exp. APR. 15, 2006 ;�.�._ 036-600-008 SITE PLAN REVIEW APPLICATION Date: 26 - D 2 AP# 8 Permit Number (if applicable) Q2 03 APPLICANT INFORMATION Parcel Size: Owners Name: STC) Ic 6S An0t_L> 12 2C Sf J Owners Address: j 15 E� �� ^ '� t-�%� Dy i t-1-�, SI) f5 Telephone No.: 61 g Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By U,�:) Date 5-1— O rte— Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) 0 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: I -X I • Flood Panel No.: Dq S Index Date: 4 -'--e' ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front C Side 3 Q Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area— Road ❑ Thermalito Impact ❑ Other Formula ----7------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at.the time of .the building permit. Parcel Created By Q Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: -Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:_ Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Yes ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 is Subdivision Map/Parcel Map: G e) P L--&,—/ f �4 Map Date of Recording: 6- 1 — F0, Lot: ( L-1 ❑ Use Permit/Minor Use Permit Permit Number: Book: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 3 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 131), unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ T Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 V r" x C x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5