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041-470-062
041-47 03-1982 PEPPLFR,ERJ I JINI PIONEERer.td NEW SINGLE F Y 03-31'. 041-470-062 d PPLER, JIM �PION Cont OWNER & TONI EERTRA IL ISI INALE NSF -$-OS .Y y NCDTES RESIDENTIAL "041-470-062 " ' ` 03-3120 PERMIT NO. _` PEPPLER; JIM & TONI PIONEER EER TRAIL, PARADISE Cont: > ( NSF 41 SPECIAL CONDITIONS CHECKED .l BY -: RA Y; FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.: _ SPECIAL INSPECTION ITEMS VERIFY 3 USE—�-- SUBJ OFFICE OPY Addr ss � r, _yll�-2e(/.'•J V �. AS ` Dat$ Meter By —_ ELECTRIC .a Meter By Date xt. . ELECTRIC100 Meter By Date n JOB FINALED (Date) Signature i �' J=OK 0 = Not OK . = NotReadyabte Card B-1 Date Card B-1 , MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements . Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Drain; MH Test -Fall -Flex Connector 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas and Electricity Tagged 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /' Nat. or/ '/" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utilitv 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 -HO Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert.- ert.10. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test . 6. - Water; .MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. -Exits 10. License Decals 11..Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 A -MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requ i remehts-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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elect; Receptacles and Lighting, Distance-GFI 5.. Elec.•Pool Lighting; 15.Volts-GFI. 6. Elec.;-Enclosures; Conduit Entries -Terminals -Listed 7. Elect; Bonding; Metal w/5'-Circulating;Equip.-Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test . .. 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 • Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 2 ., Main; Soils-Elec. Gr .-/ /" Ftg. Depth 3 Ft . Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth ta.. Porches & Decks: Soils -Steel-/ /" Fto. Depth 6a! Hold Downs and Special Anchors —1 3!D.W.V.; FAWitting-Test-2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 1 . Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 1.3. P enums & Ducts; Clearance -Material -Support -Ins. 1 . ers-Sills-Anchor Bolts-Joists-Vents-Crippies 1 Access & Ventilation 16. Insulation Date I jVU Card B-1L-1Date Ji`j v Card B-1 Date 111LI01 Card B-1 1 / Date r Card B-1 Date -' PLUMBING ermit) OK except #'s 1'. Wa er Htc; Vent -Access -Combustion Air Baffle Date FRAMING (Continued) 7 ngQrs Post Caps -Anchors -Connectors 48-0trnig. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 9. F' lace Ties or Type A Flue -Fireplace Throat Clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles t1_13drm. Windows or Exiting Doors -Sill Ht. & Dimensions (:��GgAge Fire Protection Framing -RC Channel CW --Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5 irs; W' th-Headroom-Rise-Run-Landing-Fire'P_rgtection Sfi_B wpo on Roof Overhang -Attic Vents -Rafter Outngter.� ailing Veneer cco Mesh -Drip Sc eed-Fd. Vents- Underflr. Access 5&45a'zing Area- rotection- kylights-Plastic 6 ear WaIIs;tMtng?BQUe- 77. brace Interior/Exterior Wall Panels 63. Infiltration -Walls Windows ate Card B-1 Date Card B-1 Date Card B- ' Date Card B-1 Date 10,--D'W.V.; Test Fittings & Anchor -Nail Protection •f9"Srower Pan; Test, First Floor -Tub Access 21.-Test,Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test I. Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. 5ixf' Transformer Clearance -Ins. Protection 2 i. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled 2 omex Installed Close to Edge of Studs & C.J. 28. q ' . Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductdr.Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light P. Detector 83. FQ11ewing Instld./Drive O Yes O No/Walks 0 Yes ❑ No/Planters ❑ Yes ❑ No Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Ven Fan, Exhaust above insulation 3 ondensate Drain & Overflow, Size & Grade I 39. Furna a -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4Q.,Alfic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRANJJNG (Permit) OK except #'s Date . Sill roper Materials & Anchors Date 4 �JlsStuds-Nailing Spacing & Braces -Plates -Sound Date 4 e�ifig Walls over Girders & Floor Nailing Comments at Final: 4 raft Stop in Walls (rat proof) e�ops, Furred Ceilings -Stairs -Chasers -Tubs 6 eaders & Beams -Size & Bearing Date FRAMING (Continued) 7 ngQrs Post Caps -Anchors -Connectors 48-0trnig. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 9. F' lace Ties or Type A Flue -Fireplace Throat Clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles t1_13drm. Windows or Exiting Doors -Sill Ht. & Dimensions (:��GgAge Fire Protection Framing -RC Channel CW --Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5 irs; W' th-Headroom-Rise-Run-Landing-Fire'P_rgtection Sfi_B wpo on Roof Overhang -Attic Vents -Rafter Outngter.� ailing Veneer cco Mesh -Drip Sc eed-Fd. Vents- Underflr. Access 5&45a'zing Area- rotection- kylights-Plastic 6 ear WaIIs;tMtng?BQUe- 77. brace Interior/Exterior Wall Panels 63. Infiltration -Walls Windows ate Card B-1 Date Card B-1 Date Card B- ' Date Card B-1 Date FINAL s) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings t Detector urnace Vents -clearance -Comb, Air -Connector - In e; Above Floor-Ducts-Mech. Protection edro m Exiting I. Bath Fixtures & Tub Access -Spa ec. Tr'm & Subpanel, Breaker Sizes & Labels rs & Rails it place or Stove, Clearance -Hearth 72'0,-.lec. Outlets at Wood Panel, Int. & Ext. 73iKir Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 ec. Outlets & Receptacles at Kit. Counter 7 ge Fire Door; Swing -Landing -Closure ct in Garage -Damper 77. tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection lec. & Mech. Equip. Listed for Location Ele Receptacles in Garage (F.F.I.)-Romex Protection 60 -Foam -Looked in Attic uard Rails & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth �_Qlearance Looked under Floor ❑ Yes 83. FQ11ewing Instld./Drive O Yes O No/Walks 0 Yes ❑ No/Planters ❑ Yes ❑ No Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 80!VTa-ter Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House I 9 ss Protection orrections from Previous Inspections 9 s Test -Meters Tagged, Gas -Electric tasefi ater & Sewer Connected -C/O to Grade -HD Approval gy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: - f _ 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 dWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 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 2,0 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, please contact this office immediately. �� vOvaV-1 C�L,I+ AFF �%�t✓e Engineering je d4fdw, �w,�,+san a�iyr►wr�rn�.xm►� Lrc h February 11, 2004 RE: Peppier Residence, Piorieu `► ; ;�, uue %ounty, CA To Whom R May Concern: The vertical reinforcing in the retaining wall specified as #5 at 6" o.a. may be replaced, by #5's at 8" o.c. provided (2) #5's are provided every other bar (16' o.c.) to not (3) bars total each 16" o.c. Please call with any questions or concerns. Sin el , i,dwdvi:�e �eez ii Qac 6 ?��> 668 els 'ON XUJ — —.-11'03ii:.WEJ HOK83i F4 ��� Y 1�''CA:1\I IVI T� c' T^"T VERT vii ENGINEERING`, 3B3 RI4, Lrndc :.e_ b®- 200, CHICO, CA 95825 . 899.8716 FAX: 62 T .iim Peppier Date: July 95, 2004 Fax #: (530) 872-9344 , pager. 7 i..,�� „+:_� . 9 y Luis page From: Mike Hubley. S.E. Subject: Peppier Residence See detail below for carport beam. oonn in lieu bf r•`mpr Shown pe,r p'.an. Cali if-you have any nr:as.+;nno rip ._. _ -: {` �man��.� «, �...�{ �� OSI �� Y•�. '"•'"F. lr ••5,��� . .� t Td WdbS:?,0 bOOZ GT ' Inf EOVE 669 P :1 '_C4`J 11;3A H33i&:30 'W dd- - `l� }IT LOERKE INSULATION CO., INC. INSULATION CERTIFICATE IE ,M—Hry Lot Rumbar DESCRIFTiON OF INSTALLATION 1. ROOF MaEeriai Thick"" (inches) 2. CEILING Batt or Blanket Type FibeWM& t Thicitness (inches? 13 Loose FIB Type Fiberglass Conbwtods min. Installed we15M/R sq. h,, Brand Name Thermal Rem (R Ww) - - Brand Name Johns ManwIle Themml Resistance (R -Value) + 38 Brand Name Johns ManyMe Minkntun Thickness inches. A m iufadww% listaNd weW Per scams foot to eddeve Thermal Redstence (R Value) 3. EXTERIOR WALL MslwW _ Fiberal= emu Tiftioms (indtesl • 5 4. RAISED FLOOR Malarial ShKown Raft Thi O=$ (inched 5. SLAB FLOOR / PERIMETER Materw Thickness Perimeter Insulation Depth (inches) . 6 FOUNDATION WALL Malarial Thitdaness (inches) DECLARATION Brand Now ins Manville Thetmrual Resistance (RVakw �1 1G Brand Name Johns Mamd le Thermal Resistance (R Value) Brand Nam Themrei Reaistartce (R -Value) Brand Name Thermal Resistance (RValue) C • v,. • • • COUNTY OF BUTTE,- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-75410 M (Rev.12/96) - � APPLICATION AND PERMIT ASSESSORPARCELNUMBER �, 041-470'-062 ZONING BUILDING PERMIT OWNER PEPPLER JIM & TONI 877-2477 TELEPHONE SO. FT. OCC. BUILDING VALUATION r . OWNERS MAILING ADDRESS POO BOX PARADISE CA 95967 U 13,932.00 cGNTRACTORS �1646 ME OWNER TELEPHONE774 420 C 5,460.00 180 0 1,260.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ 62-12 .00 ARCHITECT OR ENGINEER LICENSE NO. Fllin Fee $ 20.00 Permit Fee $473.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee ....$307.45 SS &2'0s PIONEER TRAIL PARADISE Energy Plan Checking Fee $ 23. 00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF.A Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 5,00 Each gas water heater or vent 15.00 5, 00 TYPE OF WORK New y Addition ❑ Remodel ❑ Ulilibes ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 5.00 Building sewer 15.00 5.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 143.00 ELECTRICAL PERMIT Fling Fee 20.00 OOOVMain Service zo.A OR LESS 23.0023.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO lOooA 46.00 NEW CONST. OW %NO OCCUP. SO OR ADDNS. ( a Acc. BLOS. 3.5¢FT: C� � p�1D MULTI.OUTLET,RUiTs @7,50 POWER APPAruTUs a SINOIE OUTLET CIR. E(, OCCU OUTLET OR FIXTURES BAL 1:50 Ex. Occup. OFlxs p p DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 96.97 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall no mploy any person in any manner so as to become subject to workers' pensation laws of California, and agree that 'rf I should become subject to the w rkers' co nsation provisions of section 3700 of the Labor Code, I shall rthwith y with those provisions. Date %� �� r- ,p _ gnature of Appl a t - T Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction o of structures over 3 stories in height. 19 Receipt No. MECHANICAL PERMIT Fling Fee 20.00 Heating 1 5-00 Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ T TYPE T TAL FEE $ 11 74. 92 H Z E IMP FL 0 CDF p HD S/lE v _`II This permit is hereb issued under of Butte Coun Code and/or i !cat a for hich fees have 617 MIT EXPIRES ON the applicable provisions Resolutions to been paid. Dat 'v /�/ Date do work �j3 v WHITE-D.D.S.-B. CANAR-ASSESSO PINK -INS CTOR OLDENROD-APPLICANT _ V 3�4 i CQUN'';� r!�,,.OF BUTTE-DEPARTMEN O EV LO MENT SERVICES -BUILDING DIVISION it I ', , 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PE IT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER,C6`1 Proposed Building Use: ` Counter Technician: Date: m required in order to apply for a permit. All boxes MUST be checked OR marked NA in prder to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. V. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Proposed 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! Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and talcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the enoineer. Itemsrequired 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. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 1�3. Fire S driklers............................................................................................ -Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by l� 10-10-612S ❑ 15.`,Qther *_."Fees ng items needed to issue the permit. (May require additional plan review upon receipt offing items.j. as shown on the attached Schedule of Fees Due Sheet...............................�A_ . SStatement,of Intent for Non -heated and A/C Buildings .................................... 0 anitation and site plan approval from the Environmental Health Department in V_ ❑ 19. City of Chico Pjymbing permit.................................................................. /t/t20. California Department of Forestry plan approval paid. Sent by: /hJ'$.......�.'.9 -03 ❑ 21. Planning approval for (A) Use: 2 K(B)Parking: (C) Parcel Check:�1 10— 0-3 4 Y4. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... NPOESForm............................................................................................. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... . Worker's Compensation Carrier and Policy Number ........................:.................... /Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... ellc— $31 ecorded copy ofAgricultural Acknowledgment Statement .................................... : Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits ................................ i......................... ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check.to H.C.D. $ ❑ 34. Other: \ ` When issued Telph ne and hold for pickup. I have been,infog4ted of the/4bdve items and requirements for obtaining a building permit. 1. IMM pe it application for tb6 above it n 2. Ad I item wre Contractor, desi n own ;vas advised f the Contractor, desi r, was advised of the Plans reviewed by: Date:. Structural reviewed by: h Date: Note transfer by: Date: Date:. /a — �r " Plan Check Letter 07 hone, mail, C3 counter, by Date: �� z F4,v e-) M ##Mel, phone, ❑ mail, ❑ counter by Date: Plans approved by: Date: / 2 1 03 Structural approved by: Date: Yellow: Building Division r E.H. S90 Y Piot Plan Attached Roar Wan Attached Setrt to B.D. -2 j. TO: Building Department FROM: Environmental Health OIL SUBJECT: Sanitation Clearance er Location AP# Plan Approved for: Sewage Disposal Water Supply: P blic Private Well Clearance for welling. they nil Hold final for: Final clearance O.K. for: NOTE n n n nmental Health Specialist 8/96 Date N COUNTY ' OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 CO CENTER DRIVE - OROVILLE, CALIFORNIA 95965. -TELEPHONE (530) 538-7541 S DULE OF FEES DUE % OWNER A.P. # OSED BUILDING USE DATE (J RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due .................. $ Revised Plan Checking Fee ..... 2. SCHOOL DISTRICT FEES ' (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Divisi n) _ Residential ...................... x$360.00=$ K O Units Commercials . ft: - ( q. ) ............... 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) ' 6. THERMALITO DRAINAGE DISTRICT FEES + $510.00 (paid at Building Division) . . SRA FIRE INSPECTION AND PLAN CHECK 006 $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 ap 1• ation, I w advised the above fees are required to be paid priorito,issuance of the building permit. These fees may be changed dg the pla�fecking process. APPLICAN Allot, DATE dV V-3 urs t. overnment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, , an •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. 6100) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 4?2 3 LID ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS -,J yr Om CONTRACTOR'S NAME TELEPHONE Holl (, pp c, V 0 e a� CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS —Fireplace Total Valuation is e -o ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 - Permit Fee $ /'3 r B-tz ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ °?15 BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 2000. USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 , 4p Solar or heat pump water heater 23.00 Water piping 15.00 14, #,V Each gas water heater or vent 15.00 , o� TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 Mobile Home S I G I W @20.00 PERMIT FEE $ co -0 ELECTRICAL PERMIT Fling Fee 20.00 Main Service A oR LESS 23.00 Q,6- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1ram exempt under Sec. Business and Professions Code for this WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. -Main Service 200A TO i000A 46.00 NEW CONST. DWEWNG OCCUP. SO 6 OR ADDNS. ( a Acc. BUDS. / 3.5QFT: I .OUTLET �a 7.50 NOµq °SID MULTICIRCUITS POWER APPARATUS 8 SINGLE OUTLET CI R. Ex. Occup. OUTLET OR FonuREs eA� @ "000 Ex. Occup. DUTLEEDTED,°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S �% MECHANICAL PERMIT Filing Fee 20.00 Heating 0.0 CoolingJ $.� Hood 1 6.50 Cj 0 Ventilation 2,1 q.50 ' t-0 PERMIT FEE S(4505 0 Mobile Home Installation Fee $ Energy Inspection Fee$ L Oc `�j CONST TYPE TOTAL FEE $ J/'7 Zf , 2 HAZ IMPS FL COP PABCEt PD HD ISS�JE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I lj—�c(,92— AMOUNT RECEIVED $ "J��3 ✓ DATE RECEIVED V"O UPJ RECEIPT PERMIT FEi= $ Mobile Home Installation Fee $ Energy Inspection Fee $ c c coNST. rrPE TOTAL FEE $ -ZD.5 D CDF EL HD ] ISSUE 1 This permit is hereby issued tinder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (OBfE t%7/ ,9110 COUNTY OF BUTTE - "DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIOPI is' 7 County Center Drive • Oroville, California 95965 •Telephone (530) 538-75 �5- ERMIT NO 7�� 8 I- 91.12/96) APPLICATION AND PERMIT ZONING J/ SESSORPARCELNUMBER� / BUILDING PERMIT ' lav ISMO SO. FT. OCC. BQlQNCj,,V6LPAAlO.U, WNER UTELEPHONE CONTRA NTRACTOR'S MAILING ADDRESS r C NSTRUCTION LENDER Freplace AI e7 IIIIANDER'S MAILING ADDRESS Total Valuation $ LICENSE NO. ARCHITECT OR ENGINEER Filing Fee $ 20.00 Permit Fee $ ARCHnECT OR ENGINEERS MAIUNG ADD Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ Z $ PERMIT FEE $ ARCEL. MAP LDT NO. .i SUBDNISION'�J�ME,, IJ u _"') ({� +� PLUMBING PERMIT Fling Fee 20.00 L� i� Each Trap 7.00 (D�j USEOFSTRUCTURE •3�''23.00 Solar or heat um water heater SF ❑ Duplex ❑ Mobilehome ❑ Other Wateriping 15.00sPEc�r 15.00 Each gas water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel Utilities ❑1 Installation ❑ Other ❑ Building sewer 1 15.00 S— C Mobile Home I S i G I W @20.00 Describe Work: J PERMIT FEE S i �? x (� C T c ` /� PL ELECTRICAL PERMIT wov OR LEss 00 IR, Fling Fee 20.00 23.00 , Main Service zooA LEss Main Service -CA To ,000A NEW CONST. ( DwEUJNG rs. P. OR ADDNS. \ 8 ACC. BLDS. 46.00 3.5,sa SI I T NDNRESID. @7.SO PERMIT FEE PAID $ rAP POWER APPARATUS a sINGLE oLmET clR 20 @ x.50 Ex Occu OUTLET OR FIXTURES oEl SAL a .so 5.00 Ex. Occup. LmETsPPLNS JR.,D SRA$ Temporary Service 23.00 Moble Home Facilities 20.00 Wisc. Wiring 23.00 SHERIFF $ � PERMIT FEE S MECHANICAL PERMIT Fling Fee I 20.00 $ Heating -4- IS" OTHER Cooling i s-• Hood 6.50 ventilation $ AMOUNT RECEIVED $ "J��3 ✓ DATE RECEIVED V"O UPJ RECEIPT PERMIT FEi= $ Mobile Home Installation Fee $ Energy Inspection Fee $ c c coNST. rrPE TOTAL FEE $ -ZD.5 D CDF EL HD ] ISSUE 1 This permit is hereby issued tinder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (OBfE "to National PollutantDischarge-Elimination SWPPP Non -Certification for, Project # _ County Storm Water Permit Compliance System (NPDES) Phase II & for Butte By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction. project that disturb.s more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNTs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BNIPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O:I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certifyy that this project will not disturb more than 1 acre of land. This document. and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered.and evaluated the information submitted. Based on my inquiry of the person or persons directly responsibleAr gathering the information, I certify, to the best of my knowledge and belief, that the inf ation su ni ed is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County. Stormwater Plan r ' O.B.-1 i OWNER -BUILDER VERIFICATION Attention Property Owner: r An "owner -builder" building permit has been applied for in your name and bearing your, signature. Please complete and return this information at your earliest opportunity to avoid unnecessary. delay.' in processing and issuing your building permit. • No building permit' will be issued, until this verification is received. ' 1. I.personally plan to piovide.the major labor and materials for .construction of the�proposed ;operty -improvement: YES, NO 2. HAVF� HAVE NOT El signed an.application for a building'peun t for the*pmposed work: I�have contracted with the following person (firm) to provide the proposed construction: NAME: r ADDRESS: PHONE: - CONTRACTOR'S LICENSE�NO. 4. I plan to provide portions of this wow but I have.hired the following person to coordinate, supervise, and provide the major work: y NAME; ADDRESS:.Ty f PHONE: J CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracied (hired) the following persons to provide J the work indicated: NAME ADDRESS a -PHONE -. TYPE OF WORK NOTE: This Owner -Builder Yerification-is r4uired by Section 19831 and 19832 of the California Health and Safety Codk This .verification •'trust be completed and returned to our office before we are perr�d to issue the permit" 4 OVER OVTNER BUDDER INFORMATION Dear Property Owner. Q-- A,- I An application for a budding permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building pens are not required to be signed by properly owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: Ifyou employ or otherwise engage any persons other than your immediate family, and the work (Including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, wod= compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial rids for you if you do not carry out these obligations, and these risks are especially serious with respect to womb's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the sirncture is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Budding permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed motors may be obtained by contorting the Contractors State License Board in your comminity or at 1020 N Street, Sacramento, CA_ 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The budding permit will not be issued until the verification is returned. iy, IVfic 1 C. Vi na, C B.O. er, Building Inspection NOTE: Ykis Owner -Builder &for mfion is regUked by Section 19930 of the CaWornia Health and Safety Code. SITE PLAN REVIEW APPLICATION Date: D 0 3 AP# a l b 7y - 7� D� � - • Permit Number (if applicable) . G 3 —1 APPLICANTINFORMATION Parcel Size: Owners Name: Owners Address: �'� 1 iaL) b �2-� til C -A Telephone No.: `73 -- 2L'1 '7 Situs Address: �/ /012_ 7 214 < <_ Proposed Use: 12 identialNew Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory - - ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer , • ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Oth Septic ❑ Well Agricultural Exempt Building ; ❑ Other: Brief eces 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 GyQ Date 4-11— Page -1`7—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) JE SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a ; ed) • Flood Zone: • Flood Panel No.: Q S -7 S C, Index Date: �� 9 ❑ 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/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Minor Variance ❑Administrative Permit ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit . [IAgricultural Worker Affidavit [IAgricultural Acknowledgement Statement Zoning: —Ij Applicable Building Setbacks: Zoning Code. Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height. Waterway N/A ❑ Setbacks drawn on site Plan. N/A So 30 N/A ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 • I0 i t , r .'Applicable Development Fees: Standard Fees Amount , • .. Formula; . ❑ Fire El School* --=— ❑ Parks/Recmation r. ; Roads Sheriff ❑' Drainage ❑ NCSP/CSA 87 Chico Urban Area — Road F ❑ thermalito Impact ❑ Other t Subdivision Map Special Fees : tl- ' -_ - --=-- --- ----- ' — �"""---_--- . ❑ Water Tender. r ❑ 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 • the building permit . time 1 - e • Parcel Created By II Deeds: Date of Creation: Deed of Refer' Legal Access Provided: ❑ No ❑ Ye, Parcel Frontage on Publicly: ' Legal Access Required El No ❑ Yes Maintained Road El NO ❑ Complies with County Standards for DeedYes, Road Name: , Creation:❑ No, ❑Yes Comments: �• e, ❑ Parcel Deemed to be legal ' ❑ Verify Legal Parcel ❑ Verify Legal Access ^, - ❑ Obtain.a Certificate of Compliance ❑Provide Deed of Creation ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment • ; f ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to. Book 17 of Maps Pa ❑ Construct road to: a 23). Meet Parcel size required by zone g Meet current Environm❑M ental Health Departmentrequirements •--------- ---,--------.--------- -- ----------------- - -- =- —-----------------.---------- ------------------- PaLye 3 of 5 Iff Subdivision Man/Parcel Map: Map Date of Recording: Lot:2- Ll 1 Book: � Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ 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. 13D, 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P1• must be prepared by a registered civil engineer or other qualified professional and 'be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ 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. ❑ Property owners responsible for roa ❑ N O -f y 2-r H y 1 E A �2G� LS t Page4of5 I Ott jze'14 tpj,tj► Ot fo f'4fFTk!L. ,L e& --W ra L*4 TWO�(-) , I — 4 . .\ ria if E TNA N 1&6 Ts. AF. A'.A dfD.4 4 Of 0 nnj* lt'v-w V? ran, IWID io 407- AzoF 37At- S'1 TC Al, 4; . BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) fro-aU3 School District �lD "i e U N / D +) �� �� I r? /) Building Department No. 03— '31ZU P. Number Ll — y7 o -,It— .?1�' `Jurisdiction: 7 r tAA City County +. �✓C T ir91� [� (� r T Properrty Owner / nA Tl7 .tai r! A n Jer �� ► P ' Property Location/Address �/ n ,�/ I / / �� / G i �-r Subdivision e—d I , ' Lot No. Residential Development Q Q '1 _ ..................................................................................:...... ' Q Q J '•. Sq. Foote ` 68 No of Living Mobile Home Addition/ 'Supplemental to r (Group R) _Units Installation C Conversion Permit # ' *(No foundation Inspection) :....................................................................................................: Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) _ .. ._ CofnmefcW/Industrial ``" _ r° i /'� .�...._+. Sq: foota4"�"°'.'t""" New Addition (Including; Exterior Roofed Areas) Building Department Representa ve•Rate K stlict'Identification'No. ` ,/kbK /-1 /"0' /J -pt _b) 1 4- i� ► h 11 OJ. ►"School District certifies that all Tpra Prt�d (Applicant) -14 Street'Address) ( C `+ r r T r f (Phone Number) 14 El UFO" (City) f (State) (Zip Code) has complied with the requirements of Resolution No. V by payment of $ represe ting �((JO square feet. IAB2926 $ FULL Mru = Tf , z till l�Z:�t...�- F, .�- ` _ �.Cq. School District Representative Date r Paid by CheckRemarks:' 41 Aloft@: You may protest the imposklon of the has Identified above by submittbhg'a written protest to the District, In compliance with Govarnnrent Coda Section 66020(a), wkMn 90 days from the date hes are paid. Failure to submit a timely written protest will'prohlbit you from callarq ft the Imposition of the hes In any court action. N, subsequent to the School District Represented" signing #6 butte County Schools Impact Fee Certification Form, the School District Is nOt11Nd by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEOA), this project may be subject to additional school has to fully mitigate. its Impact on the school dials s schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/03)dmm AND WHEN Re CORDED%MAIL TO: �I271JZ-3-1012!1� BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE Recorded I REC FEE 00 OROVLLE, CA 95965 Official Records .1 COPIES 1, 010 County of I , BUTTE I CANDACE J. GRUBBS I' Recorder I ROSEMARY DICKSON I Hssistant I -Lisa 03:50PM 05 -Dec -2003 I Fuge 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT. Section 26-8 ofthe'Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or, discomfort from normal, necessary farm . operations. All that real property situate in the County of Butte, State of California, described as follows: Date 2 —0 - 't% --PROPERTY OWNERS: State of California County nof &5w On o.� personally appeare ars cQ (> ' ke" ersonally known to me.(or proved -to me on the basis of satisfactory evidence) to be the-person(s) whose naml(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 persons) or the entity upon behalf of which the person(s) acted, executed the instrume WITNESS my hand fficial sea . A.M. MORROW Signature Seal: COMM. / 1270896 NOTARY PUBLIC-CAUfORNIA COUNTY OF BUTTE J / My Comm. Expires July 18, 2004 A.P. # ®Cf_[�'7(� ©moi SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL- PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED ,AS FOLLOWS: PARCEL L• BEING LOT 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF TFIE RECORDER OF THE COUNTY.,OF BUTTE, STATE OF CALIFORNIA, ON JUNE 4, 1973, IN BOOK 44 OF MAPS, AT PAGE(S) 79. AP NO. 041-470-062 PARCEL IL• THOSE CERTAIN ROAD AND PUBLIC UTILITY EASEMENTS, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 4, 1973, IN BOOK 44 OF MAPS, AT PAGE(S) 79, AND AS CONTAINED IN DEED TO KENNETH R. NIELSEN, ET UX, RECORDED DECEMBER 11, 1972, IN BOOK 1840, PACE 300, OFFICIAL RECORDS; AND AS DESCRIBED IN THAT CERTAIN ROAD MAINTENANCE AGREEMENT RECORDED ON APRIL 18, 1973 IN BOOK 1830 OF OFFICIAL RECORDS, AT PAGE 2. 1 i f taxservice PLAN REVIEW RESPONSE FORM In order to expedite the reviiew 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 indicate your response to each item and the location where the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PIAN REVTEW I_EiTER AND RETUDN WTTw oevrcen A un 0%s.0•n.... - - - - -- - ----- -- - - --------- OWNERS NAME P �--,� ---...—....� 0%.... wMa"MA IMM DATE: . F /-Z _ ► - ASSESSORS PARCEL NUMBER PERMIT NUMBER 03--312- RESPONSE FOR PLAN CHECK LETTER DATED: /1/0 V Z q', Z," 3 PLAN CHECK ITEM # RESPONSE BY: RESPONSE Y: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: COMMENTS: % Lel f - C-L-1�4AA fele1-r &)9' Gj . E jCTEY►� Eli w ja !/ w Door i4uo �; �+ y 3/ p7w i" G4" 7' S 7zg-p tttttttttttt:,� <-� �1 � s� PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: • S e G , r / �o •r •C�G'T'� 49 TD 1 e,�L VVI &-", tip f .4 (•t ,'e. '' PLAN CHECK ITEM # I' RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: CIA.1 • S e G , r / �o •r •C�G'T'� �W TD 1 e,�L VVI &-", COMMENTS: '1 O �-e- L. 2.gl-ve-S PLAN CHECK ITEM # q 1 /0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Gj'. L 6 -y- U�►,, ?� A107 ->s f- e00"t P&O s e`Tio q CIA.1 • S e G , r / �o •r •C�G'T'� PLAN CHECK ITEM # 13 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: %3 L4fe P'e — r►a-wN S406Vi p � v L1 i 0 ,i L4 �W TD 1 e,�L VVI &-", N RESPONSE FOR PLM! CHECK LETTER DATED: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANSICALCS: 17 COMMENTS: ` D ✓' Ri-_ ; � S 3 �+o w N N P'Goa 2 vme v4.4 CobsS PLAN CHECK REM M RESPONSE BY: LOCATION ON PLANS/CALCS: 'OMMENTS: %ZFI/t'S(.`oiy To 10112T pL64itJ CO / t^G t�s47-�itil� 7-p ,t // (TSL. tea_ PLAN CHECK (TEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM Ir RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM A RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: DECEMBER .11, 2003 BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA. 95965 ' RE: PEPPLER RESIDENCE PIONEER TRAIL, BUTTE COUNTY. TO WHOM IT MAY CONCERN, IN RESPONSE TO PLAN CHECK REGARDING ROOF DRAINS AT THE REAR , BALCONIES, THE FOLLOWING CALCULATIONS HAVE BEEN DERIVED FROM. THE CBC PLUMBING CODE CHAPTER 11, APPENDIX D 3" ABS DRAINPIPES WILL BE USED AT THE LOW POINT SLOPE OF THE ROOF (BALCONY FLOOR), ALONG WITH AN OVERFLOW DRAIN PIPE OF- THE SAME SIZE AND MATERIAL LOCATED AT 2" ABOVE THE LOW POINT OF THE ROOF. AND LOCATED ON THE ADJACENT PARAPHET WALL. THE SLOPE OF THE ROOF IS CALCULATED AT '/4" PER FT RAIN CALL'S ARE 1.5" PER HOUR USING REDDING AS THE NEAREST AREA. ALOWABLE SQ. FT. AREA FOR ONE 3" DRAIN PIPE, @ 1:5"/HR. AND @1/4" SLOPE = 3,093---APPENDIX D TABLE '/4" SLOPE ,EACH BALCONY (ROOF)5Q. FT. AREA IS ONLY 90 SQ. FT. BUT I WISH TO USE 2- 3" DRAIN PIPE AND 1- 3" OVERFLOW PIPE PER BALCONY, ' ' CONFORMING TO THE STYLE AND APPEARANCE OF THE HOUSE. THIS SHOULD BE MORE THAN ADEQUATE ROOF DRAINAGE IN ACCORDANCE TO THE ABOVE PLUMBING CODE REQUIREMENTS. THANK YOU, JAMES H. PEPPLER- OWNER/ BUILDER/ DESIGNER . 7 ' copy. yqAO'8ddV NOISIAl 4_;,ROM VERTECH ENG 1 NEER I NG FAX NO. 5,30 899 1102 Dec. 09 2003 11: 22AM P 1, r , .. �1lerto�lT echnology or ' Engineering ech December 9, 2003 Dept of Development Services, Building Division 7 County Center Drive Oroville; CA 95965 a To Whom it May Concern: In response to structural plan check concerns regarding the 4' header in the center bearing wall, please find an attached calculation for a 4X8 DF header. If you have. any questions, do not hesitate to contact me. In addition to the attached responses, I have reviewed the truss calculations by Design Assistance dated 10/7/03 and have found that the trusses are designed in accordance with the general design concept The specific design.shall remain the responsibility of the engineer who has sealed the calculations. Sincerely Y,��:'ic, Y.v'ec ms3t r F Mike ' P.E. ley Pio�nee.< Trr�ti ti • coat► 4-y , Cela NOISIA10 ON101ine FROM VERTECH ENGINEERING FAX N0. 530 egg 1102 Dec. 09 2003 11:22AM P2 Beam,Sizer Design Program VerTech Engineering • ' Project: Peppier Residence Date: 12/8/2003 Location: 4'•0" Header in Center Bearing Well u t-. Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 In Dead Load IS psf i I DF•L �kl Dimensional ❑ Round Member Live Load 40 psf Haft. Member TULL Defl. CrAerla (1./) 240 360 Fb' • 1296 psi Length of Beam 4 ft FV 95 psi Width tributary to beam: 13.5 ft Unbraced Length 1.33 ft Height Required 6.7 in Co 1.00 CF 1.30 A Req'd 23 in^2 CM 1.00 Cv 1.00 S Req'd 14 in^3 Ct 1-00 Cfu 1.00 1 Req'd 13 in44 Cf 1.00 Cr 1.00 ; Controlling Design ; Shear CH 1.00 Cc 1.00. CL 1.00 Fbe= ,41413 le= . 2.7 Re= 4.2 Fb*= 1300, Total'Uniform Load 743 pif Nlmax 1486 ft -Ib Sheat at d from face? F-1Vmax 1485 Ib EI Req'd 23 `10^6 #-in^2 { November 24, 2003 Jim & Toni Peppler P.O. Box 1646 Paradise, Ca. 95967 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-470-062-000 Building Permit Number: 03-3120 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 enclosed school fee form is to be completed by the Oroville High School District and the / completed form returned to this office. lease provide Environmental Health Dept. clearance. $ recorded copy of the Agricultural Acknowledgment Statement is required prior to issuing e building permit. Please provide a letter from the engineer stating he has reviewed the roof truss details and layout and they conform to his structural design._ 61 ovide a 3'0" x 6'8" door for exiting the garage per code. Please provide a landing at bottom of stairs per code. Energy calculations to be modeled for actual window sizes and square footage (768 sq. ft sq). I assume the stair well and garage bathroom will be unconditioned space. . STRUCTURAL COMMENTS` Provide shear wall schedule on the plans. Provide 17.5' shear wall along wall line 2 as specified in the structural calculations. The or plan shows 7.5'. The calculations specify one foot wide type 6 shear walls to resist lateral forces along wall lines A and D. These shear walls do not comply with the 3.5:1 height -to -width ratio required by the 2001 California Building Code and are not shown on the plans. The plans show c ncrete columns along wall line D. Please revise the structural calculations to reflect what you intend to construct. lease specify width and -provide supporting calculations for the hardy frames. A F=%8 x I V/6 Pr ovide calculations for lateral force resistance along the first floor wall line A at the front of the garage. 1 of 2 j The calculations state that the stairway pop -out is "braced using 3 -wall rotation." Please provide supporting calculations. e roof truss layout shows a truss A5. There is no truss detail for A5. Please correlate. q —z Gr�,r _ fv Truss detail A2 indicates quantity of 2. Truss layout shows only 1. Please correlate. ease specify complete model number of the Simpson_ GLBT beam seats on the plans. y detail B/4 to the foundation plan. Please provide foundation detail for the foundation at the front of garage and key to the �fndation plan. `rrelate the sectional drawing and the floor framing plan regarding the size of the floor eat the kitchen/ bath. pecify foundation under the bearing wall at the stair well. ' Show location and size of foundation that supports roof at covered porch on the foundation Ian. im son Strong -Tie has no listing for a EY78 as shown on the floor plan. Do you mean A8?- Please show the correct model number on the plans. lease provide calculations for sizing the roof drains at the balconies per the Uniform umbing Code and show drain locations on the plans. lease show overflow drains or overflow scuppers for the balconies. Size and location per Vhe 01 California Building Code. e reinforcing steel in the 42" square footing'as specified in the structural calculations. revise the retaining wall calculations to use a maximum of 200 psf/ft passive lateral bearing pressure and 0.35 sliding friction coefficient. These are the maximum values allowed in Butte County without a soils report to support higher values. 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 Russell. 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. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Mike Hubley, P.E. 2 of 2 ' PLAN 13EVISION Please complete the following information in order to process your submittal. If this form is not complete, corie and legible. it may cause a delay in processing. ��n Received B . ��Date: Owner's Name: p I,�G : �- rL Y' A.P. R: �'j�� ril %'�� Permit 9: a:S fid Time: __ %4,17 Con'tactphoneNumber. Purpose Purpose of submittal: O Permit Application Data Item O Engineering ❑ Plan Revision -1s--"/2 -:-- O Requested by Building Inspector or CorrectionNotice - Inspector's Name: flequestedByPl&sExaminer- Examinees Name: ❑ Other if you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla; review. If engineering is,involved in this revision, the engineer must put his requirements on these drawings an stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must cl v —v When Approved, Process as Follows: ❑ Mail to Owner at this address; O Mail to Contractor at this address: O Call Deliver with nest inspection. and hold for pickup at the' ❑ Chico Office ❑ OrovWe Office Revised Plan Check Fee: 11546.00 Receipt;:: 17 Additional Fees Not Requires Additional fees may be due based upon complexity and time involved to process this submittal Additional Fees: Receipt, h- VerticalTechnology er Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 ` 7ecc h Ph. (530) 899-8716 Fax (530) 899-1102 h Email MDHPE@sbcglobal'net Structural Calculations .Client: Jim Peppler Project: Peppler Residence Location: Pioneer Trail, Butte County, CA Ao e�°SEs °Na B UffE COUNTY No. 8T BUILDING DIVISION � � APPROVED - .6VrTLE OF CA1.. Copy. Attention: This engineer is not response for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building .Code, and local building department standards. • 1 i 1 - t VERTECH ENGINEERING PROJECT: 9/1'1/03 ' STRUCTURACNOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SPECIAL INSPECTION: FULL-TIME SPECIAL INSPECTION PER SECTION 1701 OF THE UBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: REINFORCED CONCRETE OTHER THAN FOUNDATIONS WELDING OF STRUCTURAL OR REINFORCING STEEL INSULATING CONCRETE FILL THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMISERATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. I) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCETO SECTION 1805.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. 2 VERTECH ENGINEERING PROJECT: 9/11/03 ' G) SAW=CUT TOP I%" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/2' #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: 1/2"APA RATED EXTERIOR 32/16 STRUCTURAL SHEATHING WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8d AT 6" O.C. EDGE, 12" O.C. FIELD U.N.O. 2. FLOOR SHEATHING: %" APA RATED 48/24 WITH FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 10d AT 6" O.C. EDGE 10" O.0 FIELD, GLUE AND NAIL TO ALL SUPPORTS. 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 C2.) PARALAMS: PSL'S (PARALLEL STRAND LUMBER) SHALL HAVE FB = 2900 PSI & FV = 290 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2" X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. VERTECH ENGINEERING PROJECT: 9/1'1/03 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD -BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING.STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8.4, C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. STEEL A.) STRUCTURAL STEEL: ROLLED STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM A-36 AND UBC STANDARDS 27-1 AND 27-2 LINO. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-572 GRADE 50. B.) STRUCTURAL TUBES: STRUCTURAL TUBES SHALL CONFORM TO ASTM A-500 GRADE B. C.) ALL WELDING SHALL BE ELECTRIC ARC WELDING, AND SHALL BE PERFORMED ONLY BY EXPERIENCED, QUALIFIED WELDERS. ELECTRODES SHALL BE E60 XX FOR METAL DECK AND E70 XX OTHERWISE, UNLESS SPECIFICALLY NOTED OTHERWISE. WELDING SHALL CONFORM TO UBC SECTION 2701 (a). D.) UNSPECIFIED WELDS: WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. WELD SIZE SHALL BE PER AISC SPECIFICATIONS FOR THE THICKER PART OF THE JOINT. E.) ALL STEEL SHALL BE SHOP PAINTED, UNLESS ENCASED IN CONCRETE, GROUTED MASONRY, OR SPRAYED FIREPROOFING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. F.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF REDUCIBLE C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT VERTECH ENGINEERING ENGINEER E -' DESIGN OF. L-cAc ra t L oacG 0 PAG E DATE Wincl 40� 'k. � b I4a 2O'2--e,il� PROJECT P I) VERTECH ENGINEERING ENGINEER + DESIGN OF L. DI --CC ca � I . i In e" u PAGE DATE �� T = 6 .11 *Ca*I 2.5*Ca*I/R EQ: 0.112 1997 UBC Static Seismic Forces VerTech Engineering Project: Peppler Residence Date: 9/11/2003 Comments: Units: Kips & Feet (UNO) Zone = 3 VEQ = Soil type = sd • Soil Profile Types I =. 1 importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = ' 0.54 Seismic Coefficient.. Table 16-R hn = 10 HEIGHT TO ROOF) t Ct = =.020 FOR ALL OTHERS . • TA = Ct(hn)"" Max TB = 1.4*TA, VEQ = (6v*I*W)/(R*T1) Ft = 0.07"T*V (If T<.7, Ft=O) T = .11 *Ca*I 2.5*Ca*I/R EQ: 0.112 0.112 Cvl/RT = 0.8730 0.8766 V/W: VEQ = 38.0 - 38 V: Ft = 0.00 .11 *Ca*I 2.5*Ca*I/R 7.1 0.0396 0.1636 1.7 7.1 Ft = 0.00 r 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Peppler Residence Date: 9/11/2003 Comments: Wind Speed: 75 mph Exposure: B ❑ One Story or Partially Enclosed Multi-StoryStructure Primary Frame Method A Windward Wall Importance: Elevation Elevation Elevation 15 20 25 7.2 7.8 8.3 Leeward Wall ...---.-._..__..._� -4.5-4.8 6.8 -5.2 Roof..._ _._._._..___......... ...-...._....._..-._.._�_._ __r.. Leeward or Flat Roof _�_.-� -6.3 - -6.8 -7.3 Windward Roof -._��'-- ��-•`� -13.5 13.5 Slope.`?.12._........ _.•,..-6.3 11.7 -6.8 7.3 ....-._..................._.__.._...........__ 2:12 to <9:12 - .-.-...._ ____._._..__._..._.._ -8.1 2.7 ........... -8.7 2.9 _ _ �..._. -9.4 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge 6.3 -6.8 -7.3 Method B�` _ -12.6 _ On Vertical Projected Area -11.7 11.7 -12.6 .12.6 -13.5 13.5 Structure <= 40' High 11.7 12.6 13.5 _ Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -6.3 -6.8 -7.3 Elements and Components Wof in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -1_0.8 -11.6 -12.5 _ Partially Enclosed -14.3�w -15.5 -16.7 - Parapet Walls X11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 �- _...... -. _ .._........_._._....... -11.7 11.7 -12.6 .12.6 -13.5 13.5 _ .._.....__. _ _ .� Partially Enclosed .. _ __.........._....__......_ ._ _ ....... .................. _ r _ -15.2 -17.7 2:12 to 7:.12 -14.3 7.2 _-16.5_ -15.5 7.8 _ _ -16.7 8.3 >7:12 to 12:12 -15.2 15.2 - -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 _...................____._........._._..........._..--_.................. _.... _......... ..... ..___.._..._......-...-.-.--..._..-............................ ._ _..-..............._.:.._._..--.-�.-.-.............. ___..... .._.-...� Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 _ -14.3 _ -15.5 _ -16.7 Slope <2:12 at overhangs, canopies _ -25.1 -27.1 -29.2 PROJECTr . _ . VERTECH. ENGINEERING ENGINEER �. r •a , __. DESIGN OF LLl( +C �C if <" tea I I O .-...c4 , (,, � I _ I i a PAGE C) DATE 9/0 w5 s .. .. f , �✓-..-...._..,..��lA I LAA `J6 s Shear Wall Design Program VerTech Engineering Project: Peppler Residence Date: 9/11/03 Location: Units (UNO): lbs, in } Panel Thickness 3/8 Panel Orientation short Dimension Across studs � Nail Type 8d v Anchor Bold Diam. Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade [C -D, C -C, UBC 21-2, UBC 23-3 4 Fnd Sill Plate Grade I DF -L Iv I AB in 2X Sill 620 AB in 3X Sill 730 , Split Anchoraqe Reduced Index # Nail. Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 175 0.99 118 • 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8"'Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening. SW Joint Fastening AB Spacing (ft) Load Fastener Cond A Cond B Fastener Cond A Cond B 2X Sill 3X Sill 6 260 2 7.1 0 8 20.8 0 3.17 3.73 4, Note 1 380 2 4.9 '0 8 14.2 0 1.09 2.56 3, Note 1' 490 2 3.8 0 8 11.0 0 0.84 1.98 2, Note 1 640 2 2.9 0 8 8.4 0 NG '1.52 44, Note 1 760 4 . 3.6 Note 2 8 7.1 Note 2 NG 1.28 33, Note 1 980 4 - 2.8 Note 2 ' ' 9 4.5 Note 2 NG '0.99 22, Note 1 1280 4. 2.1 Note 2' 9 3.4 Note 2 NG 0.76 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing �o� I� VerTech. Engineering Project: `C`� Page: Engineer:;- Date: Design of : Shear Walls Framinq , Panel Shear Walls' Resistive A35 Sill Lateral Wall Attachmerit Attachment Load Length Length Length Load/ft Edge Nail Wall(lbs) L Sf2 Lft- I Ib/ft i A 405 2. 2 2 203 6" - B C 1664 __.._.......... 2486 6.5 __....:....,.___.__....._.._ 11 ✓ 6.5 _._._ �.._...____... 11 6.5' 11 256 226 6" 6" D 664 3 3 3 221 66" 1 2967 7.75 7.75 7.75 383 3" 2 2967 17.5 17.5 17.5 170 6" A B VerTech Engineering Project: . ,r Pager Engineer: � AT Date: Design of: Shear Walls Stability Overturning Overall Resistive Gravity, OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) eft) Ltff-Ib f� t_Ib� I A1 B C_14 4 1 4 11 160.' 450, 450 8 10 10 1620 8960 24860 75 2756.25 41006.25 1570 1851 -892 ' D � 1 _ 1y 9 1150 _ 5__, 225 , 8 10 1770.67. 19141.9 75 9112.5 1216 2 18 225. 10 29670 • 34453.13 _ -76 0j D Design of Shear Walls Stability Segment Segment OT Righting Net ..Length Height MMT MMT M/D Wall a.- M ' D jft:Lt?j � Ub A B' 0 3'/ .......... 0 10 0 7680 0 2025 1953 C 0 0 o 0 D 0- 0 0 01 1 2.75 v1 10 10528 .851 3550 2 .0 0 0 0 . ............... . . ........ . . . . ....................... .......... . . . . . . . ......... ..... .... . . . . ... ............. . .................. . . . ... ........ . . ....... . . . ..... . ...... . . ........... . . . ......... . ....... ....... . ... . ..... . . . ... . ............. . . ........... . . . ...... . . . . . . . .................... ............................................. .. .................. . . . . ... ........ . .......... . ........... . ....... . . . ....................... .... PROJECT_ VERTECH- ENGINEERING ENGINEER DESIGN OF C ck i PAGE 0 DATE t PROJECT_, VERTECH ENGINEERING ENGINEER DESIGN OF GrGv t .bco m. 5 PAGE ' I Co DATE C) Zol L , y JCn 4 c Do F - ,/ cj I b 0�7 1� t ��� .CSI xi0�"►b-��,? --I Ael EZ- -1(o .x lO( lb - 2- Co IDF-�- 2 (o rn i n, Com:- - 5 �- cD �4cacd c c �-r b I V/ t _ 31 I O lb - k' ern ? _ 4-x F-) OF s• PROJECT n� �7 VERTECH ENGINEERING ENGINEER AT PAGE DATE 3040 -4- e id(z�).x0�Ib-�? `iz x4 V-4- Lu t_ p pc o. Gird -cc. L.7 3��2 Ez= sx,OG�-;�,2 Fry �gg , �Y .1Uo Y6 Cacpo(- + Ci c 8c.<' �_ = '1 YZ N1 = -Q-52 -N--16 / V = 20C)0 16 I.CD 3'/bx 9 24 F- \./4 6L&. PROJECT PT�t,�" VERTECH ENGINEERING ENGINEER:.. DESIGN OF e C b a s PAGE — 1 DATE E I CDC TJ:I 1"501(2)) Cq co, c = 501754 Ab Da i2/a �,2oPs�' P a PROJECT P�T�eJc� VERTECH ENGINEERING - ENGINEER 6T DESIGN OF-�rG�/i PAGE 120 DATE - 2%z` 2Osl� i O' Is 5 (00 S PROJECT ENGINE-ERING ENGINEER DESIGN OF G�Ci� C �a 5'> PAGE DATE -C) 'c EQ s� kDL 20 LL OIL 11-d � 11 Coops f L�L Beam Sizer Design Program VerTech Engineering, s Project: Peppler Residence Date: 9/15/2003 Location: B1 ❑ Valley Beam Slope of roof 3 :12 Select Beam' Width 3.5 in 'Dead Load 23.5 psfElRound Member Live Load 20 psf DFL #2 Dimensional Horiz.•Member TULL,Defl. Criteria (Ln 240 360 - ' Fb' 1168 psi Length of. Beam 8 ft Fv' 95 psi Width tributary to beam: 4 ft Unbraced Length 2 ft Height Required 5.0 in CD 1.00 CF 1.30 A Req'd 11 in^2 CM 1.00 Cv 1.00 S Req'd 15 in^3 Ct 1.00 Cfu 1.00 1 Req'd 25 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL .1.00 Fbe= 34780 le= 4.1 RB= 4.5 Fb*= 1170 Total Uniform Load 177 plf r Mmax 1415 ft-Ib " Vmax 708 Ib ❑ Shear at d from face? EI Req'd 41 *10^6 4in^2 t f Timber Column Design, Values Per NDS 3.7 VerTec'h Engineering. 4X DF-L(N) #1 Fc E d. KCE c 1000 1600000 3.5 0.3 0.8 Stabilitv Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104, 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 .5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 '0.23` 228 2795 4392. 5988. 7585 9182 14 0.20 190 2432 3821' 5211 6600 7990. 15 0.17 174 2133 3352, 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 .2360 3218 -4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 • 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 ` 25- 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678• 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 t Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 i Fc E d KCE c 1000 1600000 5.5 0.3 0.8 , Stabilitv Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5. 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618' 47649 57681 7 0.87. 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 ' 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20589 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13' 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 1854122444 17 0.32 319 9650 13159 16669 20178 LL 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 .18502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 -12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 .8486 28 0.13 125 '3782. 5158 , 6533 7909 29 0.12 117 3533 4818. 6103 7388 30 0. 11 109 3308 4511. 5714 6917 VerTech Engineering -Project: Page: Engineer: Al- Date: � O Design of: Floor Framing., Floor Loads - DL= 15 psf LL= 40 psf Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using L/480 deflection criteria: Use manufactured rim board such as TimberStand with all "I" joists. Use.a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: - Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO'. r VerTech Engineering Project: Q10OUIC Page: Engineer: Date: -- L Design of: Roof Framing Roof Loads DL= 23.5 psf LL= 20 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: ' T.C. Live Load = 20 psf T.C. Dead Load = 13.5 psf B.C. Dead Load = 10 psf Total Load = 43.5 psf Rafters: Live Load = 20 psf Dead Load = 23.5 psf Total Load = 43.5 psf Typical Headers (uno) Use 4X8 DF#1, use (2) trimmers min. at all openings larger than 4'-0". t i :VerTech Engineering Project: QC 0l21Q_t Page: Engineer: e AT Date: ai Design of: -Foundations Soil Bearing:` ' 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector - Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq.12 (1) #4 1 _ I PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2:5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'4" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 F-6" Sq. 12 (5) #5 30.25 CB p F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6-6" Sq. 18 (9) #5• 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. Project: Peppler Comments: Cantilever Retaining Wail Design VerTech Engineering Date: 9/18/2003 a e. 8 2003 ; 1.57. Sliding Safety Factor 1.07 Toe Soil Bearing 2.89, ksf Heel Soil Bearing 0.00 ksf Soil Pressure Length Unit . Moments ' 10.33 kip - ft Toe Moment 1.58 kip - ft Weight xbar ybar Input Width Jpcq ft ft Wall 8.0 in .9.0 'ft 150 4.50 4.50 Footing 6.0 ft 12.0 in 150 3.00 -0.50 Key 0.0 in 0.0 in 0 0.00 -1.00 • Load Height xbar ybar Vertical Load at top of wall (k) 0.0 , 4.50 9.00 Moment at top of wall (k -ft), 0.0 4.50 9.00 Add'I. Hor. Load 1 (k) -2,0 0.0 ft -- 0.00 Add'I Hor. Load 2 (k) 0.0 0.0 , ft -- 0.00 Add'I Hor. Load 3 (k) 0.0 0.0 ft -- . 0.00 Add'I Hor. Load 4 (k) 0.0 0.0 ft =- 0.00 Add1 Hor. Load 5 (k) 0.0 0.0 1 -ft -- 0,00 Uniform Surcharge (pso 0.0 0.0 ft - -- 0.00 Active Soil -Eq. Fluid Wt. (pcf) 85 9.0 ft Wt: 110 pcf Passive Soil - Eq. Fluid (pcf) 350 0.0 ft Passive`Soil - Uniform (pso 0.0 0.0 ft Sliding Friction Coeff. 0.40 Output Overturning Safety Factor 1.57. Sliding Safety Factor 1.07 Toe Soil Bearing 2.89, ksf Heel Soil Bearing 0.00 ksf Soil Pressure Length 4.10 ft Moments Wall Mom. @ Base of Wall 10.33 kip - ft Toe Moment 1.58 kip - ft Heel Moment 9.90 kip - ft (Positive = Right hand Rule) -� LSur H abv -> TOF TOF x.y=0 amu= iii_ a „v��, P �. Output Overturning Safety Factor 2.07 - e 1.60 Toe Soil Bearing 1.91 ksf r zV Cantilever Retaining Wall Design ' 5.47 kip,-. ft VerTech Engineering 1.05 kip - ft Heel Moment Project: Peppler (Positive = Right hand Rule) ` , Date: 9/18/2003 Comments: Date: 9/18/2003 Unit ; Weight xbar ybar Input Width Height/Depth c_Q ft_ ft Wall 8.0 in 9.0 ft 150 3:50 4.50 Footing 5.0 ft 12.0 in 150 „ 2.50 -0.50 Key 0.0 in 0.0 in. 0, 0.00 -1.00 Load Height xbar ybar Vertical Load at top of wall (k) 0.0 3.50 9.00 Moment at top of wall (k -ft) 0.0 { 4 3.50 9.00 Add'I Hor. Load 1 (k) -1.5 0.0 ft -- 0.00 Add'I Hor. Load 2 (k) 0.0 0.0 ft -- 0.00 Add'I Hor. Load 3 (k) 0.0 0.0 ft -- 0.00 Add'I Hor. Load 4 (k) 0.0 0.0 ft -- 0.00 Add'I Hor. Load 5 (k) 0.0 0.0 ft -- 0.00 Uniform Surcharge (psf) _0.0 0.0 ft -- 0.00 Active Soil -Eq. Fluid Wt. (pcf). 9.0 ft Wt: 110 pcf Passive Soil - Eq. Fluid (pcf) (:2B5 200 0.0 ft , Passive Soil - Uniform (psf)0. 0.0 ft Sliding Friction Coeff. 0.40 Output Overturning Safety Factor 2.07 Sliding Safety Factor 1.60 Toe Soil Bearing 1.91 ksf Heel Soil Bearing 0.00 ksf Soil Pressure Length 5.00 ft' Moments : Wall Mom. @ Base of Wall 5.47 kip,-. ft Toe Moment 1.05 kip - ft Heel Moment 5:72 kip - ft (Positive = Right hand Rule) FROM': VERTECH ENG I NEER I NG FAX NO. `: 530 e99 1102 Dec. 09 .200311: 22AM P1 IWAllertical'Techhology ring Ph 9987M F�x MD) 899-M December 9, 2003 Dept of Development Services, Building Division 7 County Center Drive Oroville, CA 95965' To Whom it May Concern: In response to structural plari check concerns regarding the 4' header in the center bearing wall, please find an attached calculation for a 4X8 DF header. If you have any questions, do not hesitate to contact me. In addition to the attached responses, I have reviewed. the truss calculations by Design Assistance dated 10/7/03 and have found that the trusses are designed in accordance with.the general design concept The speoc design shall remain the responsibility of the engineer who has sealed the calculations. _23; Sincerely, 0 01 Mike' ley P.E. .�4N. tl;�.. P�ep P ex Revd cc-,, CA 03AOU�dV N101SIA 0 Eftaine .. n® in • FROM : VERTECH ENGINEERING,- FAX NO. :,530 899 1102 ' •' • • Dec. 09 2003 11: 22AM •._P2 6.am ..Sizer Design, rogram VerTech. Engineering Project: Peppier Residence Date: 12!8!2008 Location:: 4'.0" Haader in Center Searing Well [] valley BOfi11 Slope of roof 0:12 Select Beam Width 3.5 In - Dead Load 18 psf , : r i �< a`1 Dimensional ❑ Round Member Live LoadDRL 40 psf Horiz. Member TULLDefl. Criteria (l J) -240 360 ' Fb' 1298 psi - Length of Beam 4 ft Fv' 95 psi Width tributary to beam_ 13.6 ft Unbraced Length 1.33 ft ' Height Required 6.7 in Co 1. OT CF ; 1.30 A Rend 23 in^2 CM 1.00 Cu 1.00 S Req'd 14 in" 3 Ct, 11.00 Cfu 1.00 1 Req'd 13 in^4 Of 1.00 Cr 1A0'',. Controlling• Design Shear CH 1.00 Cc 1.00 CL: 1.00 Fbe= 41413 le= 2.7 ;. RB= 4.2 Fb•= ' 1300 Total Uniform Load . ' 743 pif Mmax 1486 -ft -lb ❑ Stew at d from facet Vmax 14861b EF Req'd . 23 *1 OA s ,F tl RESPONSE TO PLAN CHECK Project: Peppler Residence Pioneer Trail Paradise, CA APN: 041-470-062 Building. Permit Number: 03-3120 Structural Plan Check Comments: _ - s 1) See revised plan sheet 1. 2) See revised plan sheet 1. 3) Shear line A is made up of (2) 12" wide Hardy Frame shear wall elements. Shear line D is made up of (3) 12"sq cantilevered concrete columns. The shear wall spreadsheet was used to obtain the loads for each element. The Hardy Frame size was selected in accordance with ICBO-ES PFC 5342. See attached calc for 12"sq cantilevered concrete column. 4) See attached sheet for Hardy Frame specs .5) See attached calcs 6) 7). See attached calcs By others ! Z,l 5I U3 8) By others 9) 10) By others 0/' By others 11) By others 12) By others No �% 13) By others . 14) By others 15) By others G'1Vi 16) By others C� Fad#N 17) By others • 18) By others 19) See attached revised calc 11 Page 12 of 40 _ PFC-5342 Table 1.4: Hardy Frame® Panels - "W" Series on UPPER FLOOR HF78x18 7/8 78" 7/8 Values for R = 5.5 Values for R.= 4.4 10,944 2,850 0.419 13,680 10 Allowable Allowable 1-1/8 3,064 0.408 14,707 3,830 Net HD Bolt In -Plane Drift at 3 Uplift at In -Plane Drift at 3 Uplift at Screw 5,5 Screw 5,a Model Height Diameter Shear V V V Shear V V V Qty Qty at Number I H (in) (in) (lbs) (in) (lbs) (lbs) (in) (lbs) 1 at Top Bottom HF78x18 7/8 78" 7/8 2,280 0.335 10,944 2,850 0.419 13,680 10 9 HF78x181-1/8 78" 1-1/8 3,064 0.408 14,707 3,830 0.510 18,384 15 13 HF8x187/8 92-1/4" 7/8 1,928 0.420 10,945 2,410 0.525 13,681 8 8 HF8x181-1/8 9271/4" 1=1/8 2,416 0.482 13,715 3,020 0.603 17,144 13 11 HF9x18 7/8 104-1/4" 7/8 1,706 0.498 10,942 2,132 0.622 13,678 7 7 HF9x181-1/8 104-1/4" 1-1/8 1,988 0.545 12,754 2,485 1 0.681 15,942 11 9 HF10x18 7/8 1.16-1/4" 7/8 1,530 0.579 10,943 1,912 0.724 13,678 7 6 HF10x181-1/8 116-1/4" 1-1/8 1,652 0.607 11,818 2,065 0.759 14,773 10 8 HF11x18 7/8 128-1/4" 7/8 1,386 0.668 10,942 1,733 0.835 13,677 6 6 HF11x181-1/8 128-1/4" 1-1/8 1,392 0.670 10,986 1,740 0.837 13,733 9 7 HF12x18 7/8 140-1/4" 7/8 1,188 0.733 10,253 1,485 0.916 12,817 6 5 HF12x181-1/8 140-1/4" 1-1/8 1,188 0.732 10,253 1,485 0.915 12,817 9 6 HF13x18 7/8 152-1/4" 7/8 1,028 0.794 9,632 1,285 0.993 12,039 5 5 HF13x181-1/8 152-1/4" 1-1/8 1,028 0.794 9,632 1,285 0.993 12,039 8 5 Z4" Wide Panels HF78x24 7/8 -To- 78" 7/8 3,224 0.216 11,302 4,030 0.270 14,128 14 12 HF78x241-1/8 78" 1-1/8 5,326 0.286 18,672 6,658 0.358 23,340 22 16 HF8x24 7/8 92-1/4" 7/8 2,728 0.263 11,310 3,410 0.329 --0-457— 14,138 12 10 HF8x241-1/8 92-1/4" 1-1/8 4,504 0.350 18,674 5,630 23,342 19 16 HF9x24 7/8 104-1/4" 7/8 2,412 0.309 11,301 3,015 0.386 14,126 10 9 HF9x241-1/8 104-1/4" 1-1/8 3,986 1 0.415 18,674 4,982 0.519 23,343 17 15 HF10x24 7/8 116-1/4" 7/8 2,162 0.358 11,298 2,703 0.447 14,122 9 8 HF10x241-1/8 11 -1/4" 1-1/8 3,574 0.485 18,671 4,467 0.606 23,339 15 14 HF11x 4 7/8 128-1/4" 7/8 1,960 0.408 11,298 2,450 0.510 14,122 8 8 HF11x241-1/8 128-1/4" 1-1/8 3,240 0.558 18,676 4,050 0.698 23,344 14 12 HF12x247/8 140-1/4" 7/8 1,792 0.463 11,296 21240 0.579 14,120 8 7 HF12x241-1/8 140-1/4" 1-1/8 2,960 0.637 18,658 3,700 0.796 23,322 12 11 HF13x247/8 152-1/4" 1 7/8 1,651 0.520 11 ,299 2,064 0.650 14J23 7 7 HF13x24 1-1/8 152-1/4" 1-1/8 2,729 0.721 1 18 672 3,411 0.901 23,340 12 - For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N Notes: 1) Upper Floor assumes wall below, engineered wood rim and Hardy Frame Bearing Plate below Panel. 2) Loads shown are Allowable Stress Design loads per UBC, include a stress increase of 1.33 and are restricted to designs based on the alternate basic load combinations specified in UBC Section 1612.3.2 and IBC Section 1605.3.2. To use the basic load combination in Section 1612.3.1 of the UBC or Section 1605.3.1 of the IBC, divide the allowable shear values and corresponding drift by 1.33. For allowable loads per the IBC, Section 2.7.3 of this report applies. 3) Drift at Allowable Shear V considers shrinkage and crushing of the wood members. Shrinkage is based on 3" net vertical dimension (2-2x plates) and a 7% change in moisture content. Compression is based on Fc of 680 psi and a compressive load equal to uplift. 4) For Upper Floors different than described above, Procedure 1 must be used to verify that drift is within the code limits. 5) The 1/4 -inch diameter by 3 -inch long wood screws must have a minimum allowable design value of 311 lbs. (excluding the allowable 1.33 stress increase) based on metal (No. 12 gage) to wood (specific gravity of 0.50 or greater) connection Complying screws are Hardy Frame HFS - series, USP WS -series (ICC ES PFC-5634) or equal. 6) Minimum wood screw length is 3 -inches for the top connection and 4-1/2 inches for the bottom connection. When Installing a 2x filler (wood with specific gravity of 0.5 or greater) at the top connection, minimum screw length is 4-1/2 inches. 7) Additional uniformly distributed vertical load "P" is permitted on top of Panels in accordance with Table 1.1, provided wood crushing is investigated. 8) When an additional load "P" is applied, Procedure 1 must be used to verify that drift is within the code limits. Se +c) P 1. ROJECT Spon VERTECH ENGINEERING ENGINf-ER DESIGN OF Ica PAGE DATE &D -Z---:) Concrete Shear Wall Design Program VerTech Engineering Per 1997 UBC PROJECT: Pep ler Date: 12/3/2003 Comments: None Units: Kips & Feet (UNO) Wall Location: Garage Wall Positive: Down and Clockwise Level: 1 st GEOMETRY MATERIAL PROPERTIES Wall Thickness (in): , 8 Concrete Strength F'c (ksi): 2.5 Total Wall Length: 3.5 Rebar Yield Strength Fy (ksi): 40 in: 0 Pilaster Thickness (in): Light Weight Concrete Factor: Pilaster Length: 0 Concrete Weight: 1 11 Total Height: 9 CONTROLLING LOAD CASES 50 Flr. To Flr. Height: 91 Compression 1612-5 Slenderness Lu/r: 45.00 Tension 1612-6 LOADING PROPERTIES Seismic Zone 3 Importance (1) (UBC Table 16-K) 1 Redundancy (p) (UBC 1930.1.1) 1 Floor LL Factor (f1) (UBC 1612) 1 Soil/Zone (Ca) (UBC Table 16-Q) 0.36 Snow Load Factor (f2) 0.7 LOADING P1 P2 P3 P4 P5 Wall Dead Load 1 Floor Live Load 1 —I Roof Live Load 0 ev Snow Load Seismic (Eh) 00 , Wind X Distance From Left Q Seismic Shear (Eh) _ _ 1.5 Seismic Moment (Eh) _ _ _ _ 2 Wind Shear _ 20 Wind Moment _ _ _ _ - 0 0 SHEAR DESIGN Vu/Phi (ksi)= 0.010 Horiz. As Required = 0.24 Vc (ksi)= - 0.100 Vert. As Required = 0.24 Vs (ksi)= -0.090 f j�P LEFT CHORD DESIGN RIGHT CHORD DESIGN Chord Length = 1 Chord Length = 1 Minimum Length = Not Req'd Minimum Length = Not Req'd Min. BZ.Thickness (in) = 6.75 Min. BZ.Thickness (in) = 6.875 Tension Tu = 7 Tension Tu = �) Compression Pu = 9 Compression Pu = 9 1/ Ten. As Req'd (sqin) = 0.2 Tension As Req'd = . 0.2 . Comp. As Req'd (sqin) = 0.0 Comp. As Req'd = 0.0 Reinf. Ratio RHO = 0.002 0.005 Min Reinf. Ratio RHO = 0.002 0.005 Min LEFT BOUNDRY ZONE (Ties) RIGHT BOUNDRY ZONE (Ties) } Pu/Ag= 0.01 Pu/Ag= 0.01, Mu/VuL= 2.86 Mu/VuL=' 2.86 Vu/LH= 0.01 Vu/LH= 0.01 Vertical Tie Spacing= 4 Vertical Tie Spacing= 4 Clear Cover To Ties= 1.5 Clear Cover To Ties= 1.5 Transverse Ash= I0.19 Transverse Ash= 0.19 Longitudinal Ash= 0.10 Longitudinal Ash= 0.10 27.36 .. 2. 2 1.5 Interaction Diagram �2 >612- 4. 61Z 0.5 n . U.o U.30 U.4 U.45' (phi)Mn/Agh (K -in) PROJECT' Pe�r�t VERTECH ENGINEERING ENGINEER AT TACrn G! I-4lhl v PAGE DATE CO . I PROJECT PAGE VERTECH ENGINEERING ENGINEER DATE b� DESIGN OF QCs OC-) (o (C -C->-) All --�� . 42.0 -Fa -+a o � 4 2esp Sc' VerTech Engineering Project: Page: Engineer: A T Date: Design of: Shear Walls Frarn6 Panel Shear Walls Resistive A35 Sill LatIeral Wall Attachment Attachment '.Load-,- Length Length Length Load/ft Edge Nail WallILS t) Lft1 t) in A* 527 6.33 6.33 6.33 B* 851 3 3 3 284 4.. 1 * 3560 X1MI 1��7, 5 { 3 (--Cc�" On ®r1 b y Output Overturning Safety Factor 2.41 Sliding Safety Factor 1.83 Cantilever Retaining Wall Design Heel Soil Bearing 0.02 ksf Soil Pressure Length VerTech Engineering Moments : Project: Peppier Retaining Wall 5.47 kip - ft Toe Moment 1.40 kip - ft Date: 12/4/2003 Comments: (Positive =Right hand Rule) Date: 12/4/2003 Unit Input Width Weight Heiaht/Depthcf xbar. ft ybar ft Wall 8.0 in 9.0. ft 150 3.50 4.50 Footing 5.0 ft 12.0 in 150 2.50 -0.50. .Key 0.01 in 0.0 in 0 0.00 -1.00 Load Height xbar ybar Vertical Load at top of wall. (k) 1.5 3.50 9.00 Moment at top of wall (k -ft) 0.0 3.50 9.00 Add'I Hor. Load 1 (k) -1.8 0.0 ft -- 0.00 Add'I Hor. Load 2 (k) 0.00.0 ft -- 0.00 Add'I Hor. Load 3 (k) 0.0 0.0 • ft -- 0.00 Add'I Hor. Load 4 (k) 0.0 0.0 ft -- . 0.00 Add'I Hor. Load 5 (k) 0.0 0.0 ft -- 0.00 Uniform Surcharge (psf) 0.0 0.0 ft: -- 0.00 Active Soil -Eq. Fluid Wt. (pcf) 45 S 9.0 _ ft Wt: 110 pcf Passive Soil - Eq. Fluid (pcf) 200 0.0 ft Passive Soil - Uniform (psf) 0.0 0.0 ft Sliding, Friction Coeff. 1 0.35 Output Overturning Safety Factor 2.41 Sliding Safety Factor 1.83 Toe Soil Bearing 2.50 ksf Heel Soil Bearing 0.02 ksf Soil Pressure Length 5.00 ft Moments : Wall Mom. @ Base of Wall 5.47 kip - ft Toe Moment 1.40 kip - ft Heel Moment 5.72 kip - ft (Positive =Right hand Rule) 0 —r .4ZJL1fA,6 Ft UF S County of Butte os•size Oroville, California GENERAL CLAIM CLAIMANT: ADDRESS: CITY & STATEN DATF ()F rtl AIM James Peppler P.O. Box 1646 Paradise, CA 95967 11 rnr1m1 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY) AMOUNT INV NO. Refund Claim - See attached calculation sheet ENCUMB, GROSS AMT. Permit No.:03-1982 r PAID RETAINED REFUND Develo merit Services $ 787.65 $ 405.00 $ 682.65 SRA $ 43.00 $ 43.00 $ - Sheriff $ _ $ - _ $ Other: $ $ _ $ _ TOTAL $ 830.65 $ 148.00 $ 682.65 .......:.:..:.:.:.:..:.:. ::: �.c :: :fit ` ` . .. .... :; . . BUDGET;.::::EICGQTJ ..... .............................. TT::::ALVi0i31! :: Development Services 440-001 4210500 $ 682.65 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ _ TOTAL 682.65 682.65 annues c.a.rneu nave claim is true and correct as stated. Dated this h"1 day of die 2003, at � Signature of Claimant specified above have been performed oi� e) the same. "-% I, the undersigned, hereby certify that, to the best of my knowledge, the services or aC delivered and that there is a Budget Appropriation or Specific Board Approval (Che V0a?Y0f_,2003,at Dated this Oroville a or deliv rand that this neau or Hurnomen Dept. SEE . Exp. Code BREAKDOWN Code PAYABLE FROM FUND rnrn r.rnT rerorT� or....., r..... . DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. VJC VIVLT INV. DATE ENCUMB, GROSS AMT. 1 .5 � REFUND'CALCULATION SHEET CLAIMANT: James Peppier' ADDRESS: P.O. Box 1646 • CITY & STATE: Paradise, CA 95967, DATE OF CLAIM:._ _1.0/18/03 APN: 041-470-062 RECEIPT INFORMATION NUMBER: 382350 DATE: ISSUED TO: CHECK #: ,AMOUNT: PERMIT #: t. PRIOR REFUNDS: FEES VERIFIED 07/07/2003. .. James Pe ler- , 1007 $830.65 03-1982 _ Yes _ No Yes No Yes No, X - X REFUND* BREAKDOWN DETAIL PAID , RETAIN REFUND BLDG 440-001 1 4210500 SRA 0100 4617240 SHERIFF 280 1011811 BLDG. ::::::`::::::: :::::::::::::::::::::::::::::::: :::::::::::::::: »::::::::< ............... :::::::::::::::'::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: »>::::::::: ?:::>:'>:: ::::::::::::..........::::::::::::::: ........................... >: >:::: :::::::::::::::::::::: ............ ' , i FILING FEES Building 20.00 .20.00 Plumbing 20.00 20.00 Electric 20.00 20.00 Mechanical 20.00 20.00 PLAN CHECK Plan Check 638.65 638.65 638.65 Ener 23.00 23.00 23.00 INSPECTION Ener ' SRA-BLDG Building $46 46.001 46.001 46.00 PERMIT FEES Building Plumbing Electric Mechanical OTHER BLDG Overcharge = REFUND PROCESS FEE 25.00 -25.00 -25.00 BUILDING TOTAL 787.65 105.00 682.65 682.65 SRA - FIRE Fire $43 43.00 43.00 > SRA -FIRE SHERIFF - $360 Sheriff SHERIFF OTHER NON-BLDG : .......................................... OTHER $ _ 830.65 $ 148.00, $ 682.65 $ - $ - 682.65 BLDG SRA SHERIFF 440-001 0100 280 4210500 4617240 1011811 CHECK: $682.65 DIFFERENCE: $ - (Should be blank) APPROVAL, Date Reviewed 1403 Michael Vieira Building Manager ter' CLAIMANT: ADDRESS: CITY & STATE: DATF OF CI AIM• County •of Butte Oroville, California, GENERAL CLAIM James Peppier P.O. Box 1646. Paradise, CA 95967 I 11 /nr%mA COPY SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT -Mvvl1 INV :NO. Refund Claim - See attached calculation sheet UNLT ENCUMB. GROSS AMT. Permit No.; 03=19.82 PAID RETAINED REFUND i 1 Development Services $ 787.65 $ .105.00' $ 682.65 SRA $ 43.00 $ 43.00 $ - Sheriff $ _ $ $ Other: $ - $ - $ TOTAL $ - 830.65 $ 148.00 $ 682.65 •.•..�..•..�...�.�.�...�.�. ;: 1-:�•::: ;:• :.>....... .::.:.::.. BREAi DO VN, ::::; ...................... ::::... .....•..... ..BUDGET::::AQGQU:�TT::::AMOUl�::: ............•.........•.....•.•.•..... , Development Services 440-001 4210500 $ 682.65 SRA 0100 4617240 $ - Sheriff 280 1011811 $ - Other $ - TOTAL I_ the mrlpr i--ir4c 1l ,•n.ler ........ M.. $ 4. 682.65 $ 682.65 • - •--. -"-- - - --• • •••�� �a....vca ..•a•i,c� 11- UCCI I FJCI IVmmu or uellvereo, ano mat tnls claim is true and correct as stated. f Dated this day of - 2003, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of 2003, at Oroville Calif. Dept. SEE Exp. Department Head or Authorized Deputy Code BREAKDOWN Code PAYABLE FROM FUND Plrl WIT 1AICITC CCI A,A/ ruin . DEPT& SUB PROJ SUB. OBJ CLAIM NO. -Mvvl1 INV :NO. VR J VJC INV. DATE UNLT ENCUMB. GROSS AMT. i 1 • iT . REFUND REQUEST•APPLICATION REFUND POLICY -Butte County Code 3-41(t) 1..Refunds can only be made upon written request by -the who paid the fees, whose name is on the -receipt issued for the fees paid. Any refund checks will be'made,payable to the name on the receipt.; 2. The request must be made within two years from the date of fee payments on permits not, issued, and two years from the date of permit'issuance for -permits issued - if noconstruction work has been done. 3:: Filing fees and plan check fees for work plans checked are not refundable. 4. Fees aid'to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for; determination' of refundable fees. A claim will be, generated for'.any fees to be refunded and sent to the address below for (by the person whose name is'on the rdcel t). and return to Develo merit Services for pavment ProcOssing. _. EEEE EEi;:::;:;EEEE: E:E:::::: „xxx„x,,,.x...... :::::::::::: ::::::.:::::.::: ::>; :;:;:::::.a::;:.;;;:: x.::: ,::.::, E::EEEEEEEEE'EE'.EEEEEEEE:EEEEEEE;:EEE;"EEEEEEE;E"EEEEEE::`:s I t EEEEEE;E:EEEu:EEEE E.EEEEE ti ..............=—n—mir::, CLAIMANTS. NAME E E�::;.xFµ;;:a dME x xrx,., u _...c 9 MAILING ADDRESS ° £ E E0`102 .-. _ : E _. 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REASON FOR:REFUND REQ T: :..x, ,ExExE„”:�:•�EEE:�ri::::EKEExnRx:iE: i�`:r-x',:z:,,,Er,E:v;:,Ex.Er.,::Ex. ""•�,: — -xE+:xr,r•; r' r: Ea,—dx,< e,E„:ex::x,.:z,xxx,Ex:x,- ,_.xxxxx,xix,,xxEJ:xxx•.+.,�E-x`E.x;,x'.xC,xr::x..:xC •".11`EE:E•, zxx, • 10 xxx,xxx.' :"' E E ...�. c: �_ �'`:x•'.:;I_ ExEx.'x,:,rxxx,x:Exx.x.„. xx (.. EE r[ ,,.j"C.P�I . x,: :ECF.::5:•'.CM rxx E,Ex,a,E ,r `E 4 e :E:EEEEEEEEEE. E::E'xx......EErxx,x:.,x.,. x,xx, - ,..,,..,rxx+,. rx,xxx_xxxx.:.,....,,xxxx.xx,,,xx,x..x,xxxxx..:xx..x x „ ,..,� ,E5 xK:Exx,,::?:,;x ::E:EE:UE ":E;'xExxxxxxxxx:xxxxxxx,xx,xx.r,..x.x+:xx<xxxx.:x., x,x,xrxx..._<rx,xxx._...,,xx„x;xxxzx xxxx,x#.EEEE Ex xx,.xxxxxxxxxxxx,xxxxxxx,.xx,rxxr_xxxxx.:xxxxx..,x.,.:.x,:xxxxx,xx,,,x„�EEE:EE.EE:E:~:EEEEEEEE:x.x,.x, „-EEEE:>EE:E.Cx,• 1;EEE-"'"EuEEEEEE:EE:.x,,.: _ S5 EEYEE xxx 99x ;EEE;EEE _ EEEE , rxx.,.rr,x,rxx ,x Es:Er: - �EyEii _ EEE„ EE:K :E ;.is: _ e ::c6:EEEEESs..E Ex, ,,, x:EEE".EEEEE;E:EE::::E:,,,x;,:"::"•Er"'' ��Eu :E;EEE:EEEEEEzEE.E:E""':-. ":EE' ...::xxxxx �xrx,,.:,<,,,,Ex xxri�.' - "'•, *• x x,x , =x,xEE xxxxxxx. ,. :xxx..xxx xr•: xx.=xxxxxxx::xxx,.:EE,:xx.xxxxxxx,x,x,.xxxx,+,x, `"•" Check those fees which you wish to have considered for. refund ` Wl3Uilding Permit.Fees Y.,.x:�;, Sheriff Fees, :.." . SRA Fees (CDF Fire Planning) x E E Other s eci E : E E, �' x e : x 5., r... (p ity) ., xx x, E ,xx # ... .:_ .r Plans for cancelled permits will be disposed of within:10 working days upon_submission of a _ —_ Re aRefund.lf_ .ou_want the _lans ou may ick them Up prio�i6—th`at`-ti_m__e_.:3' _ e NNOR E >- % E E 7 r,.:r .x r,r.._. ,.x,x..;,. x_. / xx.,x :xxx<xxx _, 3 _.x E, ,";,rxxx , »• x,,,.. _ 3xEx'` -Si n ture Date K:/ orms/Refund Application 082203 AP.NO-x170-tbZ DATES: o OWNER: - Phone: SITE ADDRESS: Zoning' Acres Name/Date Flood ,• Map/Book ,Page ;- Block Lot Panel Snow Load Other s. SRA VALUATION ;: CODE , ;:SQ. FT ' $/SQ FT VALUATION Residential/ Guest House/Heated Fun Room 31:97 $54.00 $ 172,638.00 Garage or Storage Shed U' 528 $18.00 $ 9,504.00 Open Deck '0 • $56 $ 7.00 $ 5,992.00 Covered Cov 731: $13.00 $ 9,503.00 Re-Roof X SQ $ 60.00 Calculatesquares 20 ft x 30ft = 60 sf = 6 squares Fireplace A (Zero Clr): 1 ,._ _ Masonry; $ 1,500.00 TOTAL:VALUATION $ 199A 37.00 BUILDING ° PERMIT FEES n i _ QTY .. 'FEES: .. FILING FEE 1' $ 20.00 $ 20.00 Permit Fee - Full 1': Permit Fee -1/2 (MH) 4 $ 989.50 Plan Check @ 65% Permit Fee 1f $ 643.18 Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ - Plan Check MASTER PLANS ONLY $ - Revised Plan Check $ 46.00 $ - Energy Inspection Fee 1 $ 46.00 $ 46.00 Energy Plan Check° Commercial 4000+ $ _ Residential :`1 ° To=Master. 1 °, ,F= $ 23.00 Mobile Home Installation Inspection i.;•:" $ 100.00 $ - $ . TOTAL BUILDING PERMIT FEES $ F. 1,721..68 1. PLUMBING PERMIT. FILING FEE :. 1 $ 20.00 $ 20.00 Each Trap 14 $ 7.00 $ 98.00 Solar or heat pump water heater $ 23.00 $ - Water piping R 1 $ 15.00 $ 15.00 Each gas water heater or vent 1 $ 15.00 $ 15.00 Gas piping system 11-5 Outlets �_ 5+`Outlets# $15/$3 $ 15.00 Building Sewer_ . 1 $ 15.00 $ 15.00 Mobile Home Utilities Sewer:Water. Gas: •, ' € $ 20.00 $ - TOTAL PLUMBING' PERMIT FEES178.00 AP NOOK DATES: OWNER: - Phone: SITE ADDRESS: ELECTRICAL PERMIT, FILING FEE 1; $ 20.00 $ 20.00 Main Service 600V or less/200A or less-, 1 $ 23.00 $ 23.00 200+A to 1000A $ 46.00 $ New Construction or Addns Dwelling Occupied & Accessory Bldgs 3725 $ 0.035 $ 130.38 New Construction Non -Residential Multi -Outlet Branch Circuits $ 7.50 $ - Power Apparatus & Singfe_ Outlet Cir. $ - Existing Occupied Outlets or Fixtures 1-20 $ 1.00 $ - 20+ " $ 0.50 $ - Fixed Appliances or Outlets (Res) ea: $ 5.00 $ Temporary Service - $ 23.00 $ - Mobile Home Facilities $ 20.00 $ - b .. Miscellaneous Wiring �. s $ 23.00 $ - Pre -Inspection (existing MH, existing site) 'x " x $ 23.00 $ - Pool Electric $ 30.00 $ - $ - TOTAL, ELECTRICAL: PERMIT. FEES $ :173:38 5 MECHANICAL PERMIT FILING FEE $ 20.00 $ 20.00 Heating Up to and including 100,000 BTU $ 15.00 $ - Greater than 100,000 BTU $ 20.00 $ 20.00 Cooling Up to 3 HP and 100,000 BTL" ., , °' •: $ 15.00 $ - 3+ to 15 HP and Over 10000 BTU 1; $ 25.00 $ 25.00 F Evaporative Cooler r $ 15.00 $ - Extend Ducts in Additions 15.00 $ - Hoods 1 $ 6.50 $ 6.50 Ventilation - 4. $ 4.50 $ 18.00 Gas Fireplace = $ 15.00 $ - s $ - :'MECHANICAL PERMIT'FEES $ <; x ,; 89:50 TOTAL:.OF ALL. BUILDING PERMIT FEES ,- 62.56: Occupancy: p Y� - ` Construction:::".*:' ISSUED HAZ FEES IMP FLOOD CDF PRCL PD HD AP NO.: DATES: .. .)Notes: OWNER: Phone: T STATE RESPONSIBILITY AREA SRA BALANCE SRA PerStructurel 1 1 S 89.00 1 $ 89.00 DUE �) SRA FEES $ 89.00 $ , es:oo IAIIPACT:FEES ,'r a: r �..: SHERIFF Sherif - Residential Per SF Livin Unit 1 1 $360.00 1 $ 360.00 ` TOTAL SHERIFF FEES $ 360.00 360.00 DRAINAGE Themralito Residential Per Livin Unit S: $ 510.00 $ Commercial I Per Ordinance 3304 $ TOTAL DRAINAGE FEES $ STREET IMPROVEMENTS Chico Urban .commercial per Each Sin- le Uving Un' $ 1982.00 [ Area Commercial Industrial Structures Per Sq. Ft. $ 1.02 $ Residential per Each SintilLiving U ' S 595.00 $ - Thermarto Urban Area Commercial Office Per Acne $ 11924.E $ industrial Light ' Per Acne $5962.40 $ TOTAL STREET IMPROVEMENT FEES $ - WATER TENDER Water Tender Per Parcel - $ 200.00 $ TOTAL WATER TENDER FEES $ NORTH CHICO SPECIFIC PLAN(NCSP) — V Residential ISR 1 :_ •Per DU 1, $ 3,315.000 $ `{ • ' - " " IndustriatlCommerrial 101fice Per SF I $ 2.3z S _ School School : .. $ 72,614.000 S TOTAL NCSP FEES $ - �= TOTAL IMPACT"FEES $ - 360 360.00 $ $ $ $ Coll=_hs Development OTHER FEES: „ f' a services- $" -TOTAL BUILDING PERMIT FEES .2162.56' 1,420.91 $ .. >.. .... .,, .. , .._.. ... 141.65 ' TOTAL ALL FEES $ 2,611.56 $1,780.91 $ 830.65 $ - $ I MNIMU,M PAXMENT OF;FEES, """" U,' ~'; OWES PAID PAID PAID. PAID Filing Fees $ 80.00:. - BUILDING BUILDING Plan Check Fees'` `'$ 666.18' y SUBTOTAL BLDG ,,: $ _ 746.18 SRA FEES $ 89.00 REQUIRED MINIMUM'PAYMENT"OF FEES .$, , � -- 835; F8 : Receipt No. 216350 PROOF .PAYMERT: IIRIED FORFEEBELW, _ b „ ;; " Receipt Date RECREATION DISTRICTS -Proof of Staff Initials "; • ",' 'TH - • , . ':.'. _-` " Chico Area ReidenaPerLn Unit. -'.. 51189.00 S - s ❑ `:..-,-- Receipt Name- James Pe ter Durham Residentiall Pers . Ft. > : $ 1.04 $ ❑ Check Number .1007 Is 1 ❑ ' :;'. Check Amount $ 830.65 SCHOOL DISTRICTS - Proof of Pa ment Onl - " Cash _ OroHighlPioneer-'101 .:,,_..:, 7.." Residential - 31197 : 2.14 $ 6,841.58 ❑' ..!.'. '.': TOTAL PAID $ 830.65 $ - $ $ - i CHECK 0 -COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 s, Telephone (530) 536-7541 PERMIT NO 12/96) APPLICATION AND PERMIT � � ��� _° BUILDING PERMIT ;ESSDR PARCFl /fJM9ER _ . "E� ,�JU 7c SQ. FT. OCC. BUILDING VALUATION NEII n n �?� '"1? _ OR EN07I+EEa J DR ENOWWM MQUNG ADDRESS ADDRESS suaDiv6o"s.MUE �••,.�� •�•� ------1.2L_�- USEOF STRUCTURE ADuplex ❑ Nloblehome ❑ Other ePEc�r TYPE OF WORK i_ -w LL\ Addition ❑ Remodels❑ L05as ❑ Insta➢alion ❑ Other ❑ nescribe Work-�- FL,7&D S4zp si�x oklear � u�kTtc6vled eg ib bc..,?La.+ u+�r a w Total Valuation is Filing Fee $ ' 2D.00 Permit Fee sq g,%.y-o Plan Checking Fee 5" Energy Pian Checking Fee s s PERMIT FEE PLUMBING PERMIT s Feng Feel 2D.Do Eek Trap._.._.—.. - ------ -- 7:00... O Solar or heat pump water heater 23.00 Water piping f 15. D D / ,f - -- Each gem water heater or vent L i 5.D0 Gas piping systsm I- S outlets I I S.DD / s Bulfing sewer I S.DD / f Mobile Home I S I G I W I @2D.D0 PERMIT FEE s OR U V ELECTRICAL PERMIT Firing Fee I 2o.D0 Mahn Service xoa on r "1 3 `U V Mala Se!vire soM TO 1 -o -A ±:�46.DD NEW CONST: owr»e+a DCL{JP. OR ADDNi Z AOL. DS 3.St%o / 30. 19 WN PONS . f Er. Occup. ( OVn.ET OR FMMM Ex. Occup. ° Arv`"sro o S.DD Temporary Service 23.DD Moble Home Facilities 2D.OD M%se_ Wrine 23.DD PERMIT FEE s /'/J MECHANICAL PERMIT Firing Fee 20.00 Heating( ).00 c76 •O O Coofing I IP - •p Hood I s,so IG• Ventilation L11 it --I-) . Q PERMIT FEF: Moble Home Installation Foe s Energy Inspection Fee s L TOT L FEE $ 5D . D. FEES I*P FLOO➢1 CDF PAR MDI SSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ��IoI 07� y70 -o i 3 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541`Fax (53b)538-2140 PERMIT APPLICATION DATA SHEET' OWNER: ..�.. `� �� . �t ASSESSOR PARCEL NUMBER -041 Proposed Buiading Use: 1 `.1 _1� F Counter Technician: li Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed, y the preparer of the plans. .=2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. �4. Engineered truss details and layouts in duplicate. No faxes! " 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie.down or foundation plans, all in duplicate. - ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ................................"" ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) N 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings ......................................... ... 16. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit..................................................................: California Department of Forestry plan approval/8 paid. Sent_ 19. Planningapproval for A Use: D 1� (B)Parking: C Parcel Check: pP () () g () '7 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... jk,;�'O- 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) ..................... ❑ 26. Letter of Signature authorization.................................................................... 'NEI 27. Recorded copy of Agricultural Acknowledgment Statement .................................... r❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued ;relephone % 3 " 7 S and hold for pickup. I have been informed o >thI above items and requirements for obtaining a building permit. HPBlicant: ate: %- '3Ir 1. Index p` �it application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ❑ phone, ❑ mail, ❑ counter, by ❑ phone, ❑ mail, ❑ counter, by _ Plans approved by: Structural approved by: Yellnw' Rnilclino hivicinn Plan Check Letter Date: Date: Date: Date: COUNTY OF BUTTE ' DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE; OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES u OWNER • A.P. # I — / 7 -6�' PROPROSED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Q !' --- Balance Due..................... $ -/ '7 --- Additional Fees Due........... $ t t. --- Revised Plan Checking Fee.... : $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check `3. SHERIFF FEES (paid at Building Division) JJ Residential............ X $360.00 =$3� 0 • U Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE ' $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X Zone # Units Amt. Commercial (sq. ftg.) ......... X =:$ Sq. Fig. Amt. 10. OTHER At time of permit plicatio , I as advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed g th I checking process. P ICAN Dp E f v ' Pursuant to G v ment Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days the date of approval of the projector from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). ; Original-Building Division Yellow-Applicant Pink-Owner (rev. 2/2003) OWNER-BUII,DER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in•your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. ' I I personally plan to provide the major labor and materials for constru coon of the proposed Property improvement YES P NO ❑ I HAVE HAVE NOT 11 signed an application for a building permit for the proposed work. 3. I ve ntracted with the following person (firm) top .nide the proposed construction: N ME: ADD SS. CITY; PHONE: CO CTOR'S LICENSE NO. 4. I plan to provide p "ons of this ork, but I have hired the. following person to coordinate, supervise, and provide th jo work: NAME: ADDRESS: CITY: PHONE: CON TRA 'S LICENSE NO. 5.' I will provide me'of the work but-ontracted d) the following persons to provide the work ' cated: NAME ADDRESS . PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: ° DA . _ p NOTE: his Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code: This verifu:ation must be completed and returned to our office before we are permitted to issue the permit OVER , 01. B. I OWNE B OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified., For your protection, you should be aware that as "owner builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, .with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees,,without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. A 041-470-062 03-1982 G PEPPLER; JIM - - C -.. -PIONEER TRAIL, OROVILLE P NEW SINGLE FAMILY PERMITTEE MUST CALL FOR INSPECTIONS Piers Conduit Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Rough Plumbing Rough Electrical Rough Mechanical Framing Shower Pan Do insulation XXX ;:<:<D.i Fireplace Footings Fireplace Throat Stucco Lath Scratch and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildina or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Addfesses Informa;ion....24 Hr lrisp Oroville - 7 County Center Drive 538-7541 538.7636 Chico - 411 Main Street 891-2.751 891-2834 Revised 7/94 J=OK 0 = Not OK . = Not Readyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1.- Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Water; MH Test -Regulator -Connector 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Tie Downs -Type -Installation Cert. 6.. Gas; Location -Test -Wrap;-/ r L 'ft. / /'Nat. or / /" L "ft./ P LPG 11. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test-Fall=Flex Connector . 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch . . 11. Cert. of Occupancy Date 1. Card B-1 Date Card B-1 Date Footings; Soils -Size -Depth -Spacing -Connectors -Steel Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 1. Zoning Requirements -Setbacks -Easements 6. 2. Footings; Size -Spacing -Marriage Line Electric 3. Blocking 9. 4. Gas; MH Test -Demand -Valve Roof; Shthg-Roofing 5. Electricity; MH Test, 12. -6. Water; MH.Test 7. Water and Sewer Connected & Gas and Electricity Tagged 9. Exits 10. License Decals . 11:.Verify.#'s with. Office Light Niche 12. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, 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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining. 4. Elec.; Receptacles and Lighting, 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 -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not = NotAApplicable RESIDENTIAL (Single & Duplex) p . = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped _ 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes ❑ No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters ❑ Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Gee&- I (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 9596E • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE . OWNERS MAILING ADDRESS SO. FT. OCC. BUILDING VALUATION CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS - I CONSTRUCTION LENDER - LENDER'S MAJUNG ADDRESS =' Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent [Buildingsewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 15.00 Mobile Home S G W 1@20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 800VOR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License forthe following reason: 1 I, as owner of the property, or my employees with wages as their sole compensation, / will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 he eby affirm under penalty of perjury one of the following declarations: I 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. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ certify that in the performance of the work for which this permit is issued, I shall not employ an person in any manner so as to become subject to workers' compensatio s of California, and agree that if I should become subject to the workers' cp sation provisions of section 3700 of the Labor Code, I shall forthwith c m with those provisions. af qte a — j lureof Ap ica t Own ❑ ContractorAgent A OSHA permit is re U' ed for excavations over 60" deep and demolition or construction structures over 3 stories in height. Main Service TO 46.00 NEW CONST. DWELLING OCCUCUP. SO EL OR ADDNS. ( a Acc. sms. 3.5QF; ,,Dµq�IpT MULTI -OUTLET �a 7,50 POWER APPARATUS 6 SINGLE OUTLET CIR. za I.- EX. Occup. OUTLET OR FIXTURES BAL ( .50 Ex. Occup. ouTL FIXED s P=°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 [_ PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE 7Lis permit is hereby issued under of the Butte County Code and/or iidicated above for which fees have By FERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION Art; G0unty Center Drive'* Oroville., California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER9� ' A. t � ZONING i� BUILDING PERMIT OWNERS - TELEPHONE w SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS .3 CONTRACTORS NAME , TELEPHONE CONTRACTORS MAILING ADDRESS ,rw CONSTRUCTION LENDER k LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS - a, Plan Checkin Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT -Fling Fee 20.00 �USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY - Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT , Fling Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby. affirm under penalty of perjury that I am licensed under provisions of Chapter 9f(commencing with Section 7000) of Division 3 of the Business and Professions Code, And my license is in full force and effect. • License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License for the. following reason: !� I, as orof 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 f to construct the project. ❑ I am exempt under Sec. _ Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DW NG OCCUP. SD. OR ADDNS. ( a ACC. BLDS. 3.50 FT_ NEW CONSI.OUTLET MULT NON.RESID. O 97.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 Ex.. OCCU . OUTLET OR FIXTURES @ 1.00 SAL @ so FIXI Ex. Occup. '- 'oUriETs AEs o.° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 v PERMIT, ,EE, t� WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: Ihave and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier , Policy Number i. (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ certify that in the performance of the work for which this permit is issued,") shall of employ any person in any manner so as to become subject to workers' ompensatiorylaV-s of California, and agree that if I should become subject to .the orkers' compe�isation provisions of section 3700 of the Labor Code, I shall forthwith co�;� I with those provisions. X n _ )te "'� -� 3 3 i• ature of Appican,)° Owne ❑ Contractor Agent An OSHA permit is requfl ed for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL' PERMIT/ 0 �' Rling Fee 20.00 , Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FE6 IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date EXPIRES ON (Da te Receipt No.PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT' %,, COUNTY_OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I County Center Drive� Oroville, California 95965 •Telephone (530) 538-7541 (Rev.12/96)� AP PLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMB ERi t ZONING BUILDING PERMIT OWNER+ TELEPHONE r,.Y �. SO FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAME - TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER .. LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS w 1 Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT. FEE _ LOT NO. —DIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 �USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: x ' Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S y ELECTRICAL PERMIT Filing Fee 20.00 ► Main Service 200A OR LESS 23.00 -'LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perthat I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class ... Lic. No. OWNER -BUILDER DECLARATION I hereby affirm unde penalty of perjury that I am exempt from the Contractors license w for the following reason: Ix I, as owner of the property, or my employees with wages as their sole compensation, 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 Service 200A TO 1000A 46.00LICENSED NEW CONST. DWELLING OCCUP. OR ADDNS. 8 ACC. BLD S. SO 3.5¢FT. NEW CONST.MULTI.OUTLET @7,50 OWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FDCrURES a 20 @ 1.00 BAL @ .50 Ex. Occup. " ' °FLITE�°TsS q .°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number ?s;W (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) J ❑ [,certify that in the performance of the work for which this permit is issued,`I shall /not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the j"workers' compen sation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 'j % �!, a ZDate ''� — "' %i �j Sii�katiire'of Applicant° }``"Owner ❑Contractor �i] Agent An.OSHA permit is requi-d for excavations over 60" deep and demolition or construction of;structures over 3 stories in height. 1 MECHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood ; 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ I.A D. FEES IMP FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ' Date Date Receipt No. WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �1 ^ � COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i'Cbunty Ce' ter Drive-'Oroville, California 95965 • Telephone (530) 538-7541 4 _. "� (Rev:12/96) .r. - APPLICATION ANDPERMIT ' PERMIT NO. ASSESSORPARC6 NNUMBEH1�- " ,. , - ZONING BUILDING PERMIT OWNER� i Y TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS CONTRACTOR'S NAME _ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER _ Fireplace LENDER'S MAILING ADDRESS Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ AACHIT ICT OR ENGINEERS MAILING ADDRESS � Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 �USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 s Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 Ilk LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter ra9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, nd my license is in full force and effect.POWER License Class s+ Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License LW for the following reason: 1' 1, as owner of the property, or my employees with wages as their sole compensation, 1' 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.. A Business and Professions Code for this reason Main Service 200A TO tOooA 46.00 NEW CONST. DW %NG OCCUP. ( , ADDNS.EW sD 3.5QFt: NOR CONST. MLI�i�rCOLI NON RESID. 97.50 APPARATUS & SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES BAL Q .50 Ex. Occup:-- GFurLBECTs P=OEA 5.00 Temporary Service 23.00 Mobile Home Facilities - 20.00 Misc. Wiring r 23.00 PERMIT FEE' S WORKERS' COMPENSATION DECLARATION I h �reby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier i MECHANICAL PERMIT Fling Fee 20.00 , Heating Cooling Hood ; 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work -of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued; I shall r% not employ any person in any manner so as to become subject to workers' compensation'laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall I forthwith comply' with those provisions. 1 r X 1 >j ? f , .il.�.. Date "� -� 1 � �� S'dnature of Applicant'OiOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in, height. _ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. is Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT POP!,r.�,,�, E.H. USE GWY Piot Plea Anached Roos Plan An7arhed t Soert to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance O er Location AP# Plan Approved fo • Sewage Disposal% Water Suppi Pblic Private Well TClearance f welling. Other a Hold final for: Final clearance O.K. for: NOTE: 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES —BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE;'CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER 'C_ A.P. # � PROPROSED BUILDIN E I DATE r RECEIPT # D TE C. 1. BUILDING PERMIT FEES --- Balance Due.........'............ $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. _ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ r # Units Amt. a Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 aid at Building Division) - 7. SRA FIRE IN PECTION AND PLAN CHECK FEE } > $89.00 (paid at uilding Division) 8. WATER TENDER FEES BATTALION # , $200.00 (paid at Building Division) ' 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ . Zone # Units Amt. Commercial (sq. ftg.) ......... X Sq. Ftg. Amt. 10. OTHER 'At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the .plan checking process. APPLICANT ' DATE ' Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) �.. .r.i,-T•"-e♦ c +.i�+t.-,f,s�wJr•},•. . . ,._......+.f...^-1-. ..•r,r�.-f ,."^••'�''^ _. ... ,... ! COUNTY OF BUTTE ,. DEPARTMEN9 FOF DEVELOPMENT SERVICES BUILDING DIVISION 7�COUNTY CENTER DRIVE, OROVILLE,'CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES cna v, OWNER PROPROSED r . s 1. BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due' ......... s --- Revised Plan Checking Fee`.. 1- A.1 TT ("1 DATE RECEIPT # 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) t 3. SHERIFF FEES (paid at Building Division) Residential ............. X $360.00 =$ Units Commercial (sq. ftg.), (---X $0.03 /� Sq.Ftg. 4. URBAN AREArF'EES 1 l' '\ (paid at Building Division). Residential (per unit)..... ! CX # Units Amt. \ , .v Commercial (Sq. Ftg.).... X Sq: Ftg. Amt. % 5: RECREATION DISTRICT FEES " (paid at Recreation Distract Office) (form available after Plan Check)' !f 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 aid at Building Division) t ! 7. SRA FIRE IN PECTION AND PLAN -CHECK FEE $89.00 (paid at " t�iilding Division) r 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building' Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X =$ Zone # Units Amt. Commercial (sq. ft Sq. Ftg. Amt., 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the'permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 fora protest are specified in Government Code Section 66020(a): Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) ,y�„y-„•��•i',F•�,,�:•-7.�a+.-.,.-+7-�Yr�-Y."t^`+:.�.i '`�-�3,;�f.�.ryn, a' �-i:.,,�",.,�^"'�,.�.�;yUG..,.atwr-.�iRiAiy,:.-✓A.-r'aY•�...r-'-n'yv<va'�..+*+�.--:�ry.;,t,.�r!;..,..,.:�---»---^.wrn.>+...a..�•.*+W. �..v.�•�`•i'S _ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN.G DIVISION !~COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 } L e I x SCHEDULE OF RECEIPT OF FEES � b OWNER i A.P. # PROPROSED BUILDIN 3S -E ! 5% 1 DATE t RECEIPT # DTE REQ. 1. BUILDING PERMIT FEES'~ --- Balance Due ..................... $ --- Additional Fees Due-.-.: ....... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) v„ "y• 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.06 =$ r Units Commercial (sq. ftg.)1., $0.03 =$ Sq.Ftg. �� //�� ? 3 4. URBAN ARE.�FEES (paid at Building Division) r • Residential (per unit)..... J (. X i k _ $ # Units Amt. Commercial (Sq. Ftg.).... X J$ Sq. Ftg. Amt.) ) f' j 5: RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check)" .6. THERMALITO DRAINAGE DISTRICT FEES $510.00 aid at Building Division) 7. SRA FIRE IN ECTION AND PLAN CHECK FEE $89.00 (paid at • ilding Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid, at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building'Division) Residential Zone X 1=$ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER M Cka At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, corfe and legible. it may cause a delay in processing. 0wner's Name R rov Received By: IL iLDate:LILA AP `r• ` U • i> 1p R: Permit fr: ' O� ' i Time: I . Number. Purpose of submittal: ❑ Permit Application Data Eagmeemg ❑ Plan Revision ❑ Requested by Building Inspector or CorrectionNotice - Inspector's ❑ Requested By P lag's Examiner- Examiner's Name: J'l ❑ Other. If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings ani stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly When Approved., Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address Cali - . y and hold for pickup ❑ Deliver with neat i Revised Plan eck Fee: WM Receipt fr: A ditional fees�ay be due based upon camp Addit.0 al Fees: Receipt #:�_ ❑ Chico ce Oroville Office itional Fees Not Requir=t volved to process this submittal 331-011 231-011 101-01, 11'-01 /16" 00,041 21-911 8CEILING/ NOOK BALCONY CN cm 00 00 10'CEILINGS 0 KITCHEN LIVING ms .9 jj� i ! � // I / I LJ CAR PORT 9 CO 0 CO OFFICE CN 21r T-8"'CEILINGS 26"t II, O - ♦ T- 6" CEILING 2 1 r I i i, - 1 i QMD IVI CONCRETE 8'CEILING COLUMNS 10' CEILINGS nn. T-4" �ff2 �4' BALCONY 0 151-81' #4 'o ..n 9 L 292$ -4 + T- 6" CEILING I 2 X 6 DF. 16" O.C. W/ 3/8" —101-011— 2 x 6 16" O.G. W/ 3/8 PLY AND 4–b —PLY AND 3 -COAT STUCCO \-3-COAT STUCCO AS 36" HIGH EXT. WALLS CONT. SOLID RAIL NG FIRST FLOOR 3NO — 4'-8'f 11'-31 /4" I7'-3 3/4" 4'-511 I LIVING AREAcn 804 sq ft SYM13OLS KIEY: WALL LINEZSHEAR WALL SCH. �PG #CROSS SEC. / PG NUM. SECOND FLOOR MONOL17 CO SLAB AND FOOTINGS IN UNDISTURBED SOIL FULL HEIGHT RETAINING WALL 41-711 Ln 24'-0" V-811 171-411 14'-0" 101-0ff FULL HEIGHT RETAINING WALL CLOSE7 I 22�X 4 DF. 16" O.C. INTERIOR r WALLS DECK ABOVE 0 a' CEILING MAO 0, KZ11 0 p, BATH :24" =, 28" 1- - - I I .... - . - __ SECOND FLOOR : WALL LINE / BEAM-�--' BELOW 6 -Off a' CEILING DECK ABOVE list I FULL HEIGHT RETAINING WALL IT -3 3/4" I LO V_ 9 00 C14 81 LO Cf) am v v \—ICF CONCRETE WALLS as 0 A— BASEMENT LIVING AREA A LIVING AREA 4-811 - 672 SQ. FT. —11'-3 1/4" �4 /APPROVEDGENERAL NOTES B Cqunv CONCRETE BASEMENT 2 X 6 UPPER FLOOR EXT. WALLS R-19 WALLS, R-38 CEILING py 3 -COAT STUCCO EXT. *TILE ROOF ?nvel DUAL GLAZE VYNL WINDOWS 3 -TON HEAT PUMP/ AC DOMESTIC WELL WATER OAK CABINETS, TILE COUNTERS TILE BALCONIES 11.37 AC. W/ VEIW OF LAKE ORIVILLE Environments Meant Nps 19 2003 Chico, CA 141 = FOUNDATION WALL/ DETAILS CONST. DETAIL PG # J-PEPPLEN DESIGNS 1A, • CAD GENERATED HOUSE pj_ANs • INTER. /EM. 3-D VEIWS AVAIL *DESIGNED TO YOUR U1eJNG JIM PEPPLER (530) 873-2475 HOME (530) 873-2565 FX/0F. 0) 514-3991 CELL P -0-80X 1646 PARADISE CA 95967) uu 'j ty CIO Ox 0a w IY z 010411-470-062 REVISIONS PIG TITLE FLOOR PLAWS Z O Lu ca w. Cal C t LU PC uJ uu 'j ty CIO Ox 0a w IY z 010411-470-062 REVISIONS PIG TITLE FLOOR PLAWS SURVEYOIarS CERTIFICATE "hit mop wr7S (' • Con":1r"cd t7ar►'' CO rr., rrf data and 1 J COr'I"7rnlnnr,r, yr •tl the .. tallll ill patV -)p 4C / s of tnr; 'if.l f'Jlt'15 rQr t L9�2.e rhl• : , ;rc I' of KfAn�fh,R. N.itlslh duCLnsi-�u_ r,__ ! he►. CVol, that rt COnfOlms with Ih•t Qpl'r'�nA tentative Map Ord the COnj(l+n'Q/ t ,� ',,• M apr•r'Ovat thereCf. Thr•► (,tcvtt'rrn ;f erptrcOCle State Law,r.?/ , Lo: 171 i'rQir r!nC�s hOVP t rt r irr•t•I,nd wrtt' +� L t? j U. ' d•, Jc-. in t LS 3631, '.��� '��'',"•�� Gory �. Lipp 1 a•�. i 1 COUNTY SURVEYOR'S CERTIFICATE 1 -- ----� --1 _ n/ I r ...- day I / 'n,s Inap I'r-c henn ex•ari� nod this..-_/._.� . n 11 ,>• t�7�, for conformance with. the regviremer"S of Section ttST5 of trarfrr w MAr the Surrf#iisinre MOP Act. Iv a..0 racy Ca leherryIr1224 County Surveyor R ECOR DER •S CERT I FICATE � r, o y o Zezt-� "t+�f'� ,) 9 ?2,:!�d Dirt !t.•r Ihl a _ $__ t l %rCt:t M.O Iti 1, ► 1•Cge __7_ ___.._.,, of the Till a Klu rdrr ►y Recorder it �Oun _ lr JM ' I'� '�'rA•3{"s j h k* &CMt" NlWrt wl 1WeNt7.v Ail! I1�It✓•�LRC4fMlydf a• rn.fir Rrla� Am*,rr•rrue a++sfr1► �ss.r`ta+'y .•ter Atm rb ft /bit virmalror ror Amp nfrwltttsovAfKr ro r•NE toe's ./rYlf WW t✓4VCje&N -AMO *ms" ' rNimitic 'r'O rNe _wames,,r••r ANI Mf•r ss ptltr IY a " �{•r.' • 4+tct>.�rNf 1�M•r Meq IdaIMAnTeR teems rM4. 0W.vwWi0 *or /AtIiAPPv&r►ANAhff" 7'Ieopoaryr IR AN•► ~urs ow 10619 ONS 1M�RICOF. Scop 1 =200• R. �• o Nirtr : T•of'L � 19r Gs.r'r'felt�•�IG •!•' SSG G .r,.vv Ta1t� .�L!• /a.avDAty L�� ♦i• rtes dA •r s+vr ffEfrt .ae,c.r LAeert�r•Pss� s•�r•..tl r#&,ds+•L. Iel&o Mr►1, D.ttr«r,wR At*- 09.407.04-10. r I Ivw C.0.. rrj . or Slr* � ' f11 �' �fe4wMt to{tM�ttrrt` ' ` • n as !w•eM►r f !• tJs'60�tt7 /Fit.// s Ac I N!h•1r'ot•C t� • slrhlNi {tT/tf4 fIIMK ■ (A•OA • G 0 roe Leyr o ! C .. ra os.IO h t{• �\ � ~� r •• IN i � � _, ` /rr!•If14`M M ` � •��{� 1' •J a.. t{.•4 V >•: Ntli •y • _.. L». INI•I {�H' .241.24' . 3� �y.rot'!tCO. t . \ • F A ,1L•`trr+4� 1'N �•i'3r�i � �• x41. a: � ' .t � � tt ,r ` R t> R• �•r �' `` til,, +1 • ss { - A • t / �, l.lt•s �" t t `� �` R• Sr 4' Pyr• 1 I [. r i �" �i4• , .. L f t7! �• r• '� I i {t f 1 a 4bt1 ri x {{ A M14 dt• l4ri ES1 4t /14 i t�K.S! 11. r 1� tMtr't4'LR� Is� h 1aY 4�ir .1` / rr.►sY.lt t 11{r� t �3'Za e it. too • +wft� .f•K L.M11. � r Ls asea • y' �'s 'a. (� . . M ��. i I�;�ti>ve'•1 `. ♦ ,t.:�•�s'»' �%s'{►' 1 •l 5 .'R.too it • Vh ` ;rte tai:• �' N-. A-MIONtn �� ,�•* /.ii 24• f h• ( �.i A rM4•t1•!ri t.tll•fr ,4Ar/ �•- '' f•�>• 1, • I•M•43'ea' R A: ` • i' n r•• �� �sN sb.. �� 4. 0746 y , r. too." / L.114 O I� r• tL••H! Z •I'T311' � ✓✓A r i�r 41 It. It. too�� Z re ar U7iut. M etJ rv44,a& to r 7At. Iwot.. port e goX I y G�rrv�z Doer vEv►lr y k� t • .eft NYs.-"�yi�s% pMr� N k ST//V��i!�2�Q�il� f Its {» '�• M •O 1 `•�1i: ren cU /f � Most 1W'00-- c•� rMa r.re. * r�... i� /' i LcG,gT•/oil/ • SI /ops-- N!iS'c-; e O.7 iJ oil l�&ICA AC 80 Coe 5 G ST - i fro. O w•,t. �.ItrnL .... .. .. /�i: rbN fit►L • •.: - �.• PARCEL MAP INOT E S . FOR/►313 CJS' ` gCAv2 rNi. •..i +• CAW -Or Ceolas►rty n.rC Svsrs'M� ' Z •.vs N " iG. 'G tvewry e.� li.•W. �SZ .Qis�+►r' o/�► wJA KENNETH R. N i E LSE o�'A.vrlvS 04 - ,��».. r�r; �,�c�,z« SAKE e�N F'iLe O'N 7lMC' .O�rf►T : or PMout ci ooft's- lrW P;le 6e. $arweew MoAlumavrs AC -79 ♦wo. AC er a . 5S4• a3'Lr �' . Being o portion of the S '/.2 of the S E %4 of d ti D�,�,rrs L,•M,�;r, �ex'Nt*,� �s �,+s ,,,,, Sec. 6^•T. 21 N. R. 4 E. %M.D.B. M. _•.;, p -f. .Pt!N rTC3 'SCT 3y„R. " r �acr rri'IL� [s 3c.lf. • Butte Co., California A(, PI& Po4,VCCs A*.c c„adr~^•o a1ff;'_^A1C cs • September, 1972 c tie. Poo rxAocc As ratite v .. otrr�►•raari ser U' /t•0► ►rpe Ls J6 314 Af` AX. ii• crltvc. THIEL E. LIPPINCOTT (GARY T. LIPPINCOI T LS - 2780 LS 3634 7 CAEC AX Mi ICv.ir•.vCef es• lew-04csrre ,w.+tr.� Au.IrcA.tc.t.. O R S j1r#,, 'f Batt' o.av�x.. Ae • LICENSE 0 LAN 0 SURVEY �e �t�' rrw�.,�� � er�e•� .�"� 67� �'` +��' 1007 y1:.LE ROAD F.a BOX 671 PARA( ISE, CALIFORNIA 95969 SYMBOLS KEY: `# 1 = WALL LINE r =SHEAR WALL SCH. WIN I � � APPROVED 8utt C POWER POLE q n.y', CROSS SEC. / PG NUM. pP, J.PEPPLER DESIGNS DOMESTIC WATER WELL O r - CAD GEINERATED HOUSE PLANST. & "INTER. /'EXD VEIWS AVAIL. I - DESIGNED TO YOUR LIKING JIM PEPPLER \ (530) 873-2475 HOME \ (530) 873-2565 FX/0F. (530) .514-3991 CELL \. P.O.BOX 1646 \ PARADISE CA 95967 \ 50' LEACH LINE 50' ALT. LEACH LINE of / EXISTING LOWER PAD / ( PARKING /TURN AROUND AREA) / / / it / POWER POLE.' .µ CONST. DETAIL # / I = FOUNDATION WALVDE ILS '.PG #G' PG ik a F DIRECTIONS:. PENTZ RD.TO PIONEER TRAIL{ APROX 1.5 Mi. SOUTH OF LAGO VISTA, 2 ML NORTH OF LIME SADDLE MARINA) GO TO BOTTOM OF PIONEER TRAIL, CREST UPHILL, MARKED ON RIGHT. Environmental He to Nov 1 9 2003 Chico, CA SCALE: 1” 10 FT. PLN. FLOOR 1 W 2 ELEVATIONS Q DETAILS 4 ELECTRICAL 5 0 O JcoU LU1— ZI C0 W 4 1 v om Q w 0a 0 �'•► OC W CL Uj .. W ■S pZ nZ W A.r. NUM. 1041=470-0b2 O 0 cINC* n co PLN. FLOOR 1 W 2 ELEVATIONS Q DETAILS 4 ELECTRICAL 5 SLOT O JcoU w O W � v om w 0a 0 �'•► CL h Uj Z� .. W ■S pZ nZ A.r. NUM. 1041=470-0b2 PLN. FLOOR 1 INDEX 2 ELEVATIONS 3 DETAILS 4 ELECTRICAL 5 SLOT FLOOR 1 FOUNDATION 2 ELEVATIONS 3 DETAILS 4 ELECTRICAL 5 SLOT PCX TITLE PLOT PLAN I I ! 's f � - { Lola � 1 { I c�n ner►� N• as SURVEYOWS CERTIFICATE. hrc map was rr•.;t•7rC,. by me r► t,,,1,,r "►. •n • n! �t" 5 f'iom r.,cOrd !lora and , ulren eMS ,,I .np ',ut•fir.'Icinr, 'V� A,;t GO► f4/nirl►+rr, w •t1 tha -./ P the ra,'tes►' r,f K�nn,r�h-,R. N.i.Rlsl1� dUCIl�i��uly,_L932. / heret' W>f►►il>i •%. that r1 Conforms appr.-j,nd Tertet►Ve Map and the Conl(t+ a�+rrwQ1 +hc'►eC/. Thr t (.rJ►<<rr.nr �l arplicotle State LOw /w ,*, (-Cii of Ordi►Cnces hove /:vl:I' c ,rvrb.d -with Gor Lippin t LS 3634, ./'•.... „�. i J ! 'T '' COUNTY SURVEYOR'S CERTIFICATE r:,'s map toIq hern eAr,,oIned this _! � `! daY!nf 1?72_, for conformonCC with the requirements i of Section I1'5788.5 of the Sut""Visinr mar, Act. *yyC eherry R. C. E. 14224 County Surveyor RECORDER'S CERTIFICATE too'! _�.1. •r rhos___..._r-ry at t-C�-.�+,�E'y , 1972, o► a:�aA�► �_ _. N.'ao .;I rege. the r;•r•;e Ktuendrr ,tto 70unty Recorder Ti K .'1ft Zak* t[ASsems1,Iti �ONIWeI A"wor e" AMC A1.0,V dr*e. 'jofv,e' L• Nl.ftl 1111111La /41I9 00111144C #A-111I.iry Qt,4a[MJRAI AMP Alit 4'D flC pI /f✓Cr. aYMll�,r . IA ANi ra rN,- Lord ,IA1r4/M 'VI, y �► Aria �Nwl.l.' /wuilrs 're root' 9*NWl•.r a♦ ANa mikv fi asra rr Af,t. \ r }r�I►f.Nt• MA. Iinw•/ Ntle,tt.r•Irr ItuMe rw.t awvslra . err sa,V;A,•J•e,rl7rivAwy // Scale I' 2W0, - Pi+aeltrT, at AN't rAlars NIC lowall•Ns t+teltOlr. or. Joe p • c•,Ysa M I N1ts' : TIrLC•M' 'rWe G ,AJI 77KC WL1 j'es,.VQAlf A "I •A' row& SA e1•• slv41041 t 461 CALe✓A.,0r a s• -API r,ve Ow.C. ,l/m .M1.►s, D•et«r•ws r/.• AiR+7 •ot-to. r i (COW•)! •ti ,. `�. t v NW Gr• S1lc • or -III � t' to, vai`wwrt tAstnartl' 1 49 t+••er►v_/ - S !• 3�'fo"eJ Etta_ sl 4.96 AC , / + '�• _ , >;• 'f4' •.K'� `\�. `'I,� r.. �• h �� Com• -�� LA( ;••-•�. , �. ai.i/• V r. ,IAIr. ;` 'y [` ►I+rr4,•rt• / s 3giv , moo • ^ • rss �s '� �'p. It.s i . ~► "e • =L, ' • f;",,`�' ,, • R. Nf. �(. t4l.2f `� i ttt7� Olt wow? Il.s• D'� w / y �.L• K. t• 4•14161'q • , l/wE T4s rM rt�l.� er" . t t.tl'G/'tt•. (_ ,� • /� ; a•.et , • �•tlrb" tZA 4'btit� •� .F. i �� lw►`� H3• tr toto too �• Z •r►\ V �� its • r�+it� /! it ' .fti "tS'yi'lf• `��6.i��,•,/ : Mit ss �. sb�'Iii 3 .la 1v �Q 1 . •w../ ••j t:•1� • i.•',!1- A.l ifi/A-itefew••N•'' A•1W.t111rI•si ' R. I1•. / =lllss `� • (• � w r.+ / • ISI' Is' f� Sy �,R�„p, �`' f • Ils.�it• / �•/1. � � �� 111 � (rtN..! ry ~ .Ii . M/�6� i Ltjob. 17 � •��!ltiLf:�t ,1.�,•p• � , � ! � � � � t• zt�.•, , L. t•p,y! rilfRa • oe'gIL t' G �o•i.,Ttoot �r• .� �' r 7:46 N. fi d `• / 9 Ae. 1•i/ ajt7t diuR. Mewl t b• 1•.•p � �1 y�I� I � tIt"ce.4 ..V Its•1• ..�} �r,t.i=�`•T� h to L• Lf•Tf O 1 Y`ty AC49 s OW ifs saw. �• �� - :�. ` M.N. f �•Ifl•r••. t. , •.rel d, ... St o y, : `.. •mac NO • rs. 'aro •e `SC'/Rri c O•y3 � �kE� . . �4 I r1•N h /t r vieVIIIIMti M- I �•�b/�bSE`/% NOfisE� i �I'1• C -t0 N N Ad' orp. Aw.r. tAOMI /h"'NO , r.Pe Coe s� S7 'p.pp t� PARCEL MAP FOUNDATION 2 ELEVATIONS NOTES. ! • DETAILS FOR, ELECTRICAL 5 PLOT PLN. C,�f./-rr CeerseLN Iar� 3vsrr;nn� `' e.vs ,t'z'- KENNETH R. N I E L S E N 3sc `, Csses.a r+•nr dr,N •S A,t .�'Na'6•r,V C O•lf�. A? ,C,I...r•• 0,•• L.JA Y /NI►PP OR,\wrNt; 1r/e• oG ao r •ors - ip ,1"1 . r,✓r v�ridicct tAACt e.v o1r•c,lr iN `,, •� 1lMC' .Oo/r• er . Pr.ILIC W -004't- B'NJTr. CQ• 06rw-I MCAIIevrs A6•f9 wowv AC Aa Being o portion of the S '/z of the S E %4 of it =N.t9 10•'tsAL. V Nfil•JI'q'� i • Sec. 6e -T. 21 N.^ -R. 4 E. --- M.D.B. M. •t• L7W%s0T*5 Fa14/Va -ece.vee As sNew,ov Est Los n I �1 \ �• 4.96 AC , / + '�• _ , >;• 'f4' •.K'� `\�. `'I,� r.. �• h �� Com• -�� LA( ;••-•�. , �. ai.i/• V r. ,IAIr. ;` 'y [` ►I+rr4,•rt• / s 3giv , moo • ^ • rss �s '� �'p. It.s i . ~► "e • =L, ' • f;",,`�' ,, • R. Nf. �(. t4l.2f `� i ttt7� Olt wow? Il.s• D'� w / y �.L• K. t• 4•14161'q • , l/wE T4s rM rt�l.� er" . t t.tl'G/'tt•. 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Aw.r. tAOMI /h"'NO , r.Pe Coe s� S7 'p.pp t� DOMESTIC WATER WELL of • CAD GENERATED HOUSE PLANS • INTER. /EXT. 3-D VEIWS AVAIL. • DESIGNED TO YOUR LIKING of 60'LEACH LINE 16' APART CONT. / 50' LEACH LINE �l 41AI \ / 50' ALT. LEACH LINE \ EXISTING LOWER PAD \ ( PARKING / TURN AROUND AREA) / POWER POLE --•-- \ / N. \ i DIkECTIONS: PENTZ RD.TO PIONEER TRAIL (APROX 1.5 MI. SOUTH OF LAGO VISTA, 2 MI. NORTH OF LIME SADDLE MARINA) GO TO BOTTOM OF PIONEER TRAIL, CREST UPHILL, MARKED ON RIGHT. N. SCALE: ill = 1 OFT. PIG TITLE / t A r ) = WA.L LINE =SHEAR WALL SCH. ? = G`R05S SEC. / PG NUM. ! 1 =FOUNDATION WALL/ DETAILS -- = CONST, DETAIL / PLOT SYMBOLS IKEY . � , ,-^# �P� # PG, PG# J.PEPPLER DESIGNS JIM PEPPLER (530) 873-2475 HOME (530) 873-2565 FX10F. (530) 514-3991 CELL P.O.BOX 1646 PARADISE CA 95967 IX -I LIJ W "j Ly �•L. 4 ax O M 0 CcI fn 1L• tUb r 041-470-062 REVISIONS INDEX FLOOR PARCEL MAP FOUNDATION 2 ELEVATIONS NOTES. ! • DETAILS FOR, ELECTRICAL 5 PLOT PLN. C,�f./-rr CeerseLN Iar� 3vsrr;nn� `' e.vs ,t'z'- KENNETH R. N I E L S E N 3sc `, Csses.a r+•nr dr,N •S A,t .�'Na'6•r,V C O•lf�. A? ,C,I...r•• 0,•• L.JA Y /NI►PP OR,\wrNt; 1r/e• oG ao r •ors - ip ,1"1 . r,✓r v�ridicct tAACt e.v o1r•c,lr iN `,, 1lMC' .Oo/r• er . Pr.ILIC W -004't- B'NJTr. CQ• 06rw-I MCAIIevrs A6•f9 wowv AC Aa Being o portion of the S '/z of the S E %4 of ss4• z�'Z/ ' Sec. 6e -T. 21 N.^ -R. 4 E. --- M.D.B. M. •t• L7W%s0T*5 Fa14/Va -ece.vee As sNew,ov O •r: .PC,varea Ser ��� • I'VoV soros Butte Co. Colifornie ; -., , A" GI0”riA1VCd! Arte e.A?O& a D1ffr^oVCeS- " September, 1972 C) 41 eft. O/tr7bvtlr -� THIEL E. LI�PINCOTT GARY T. LIPPINC01 T v '' oew*rw# �•tr S,** IR•li ►fr! is x#34 Af` RZ. ter i«UrvG. i LS 2780 LS 3634 MeeC 1d nib tV1ttAoce or oe...•s5 ort rsrfttat AA1A,t_A&4.4C.. • it :�:� LICENSED LAND SURVEY ORS ': ;:; Nd a.•ae�rlvrlt•�' o,uls..r�i a,r !'A1C`..Y+� I�1A4,►Cit'�' L�.✓ii�C.t. � rvtxo�• 100 !�! _LE ROAD F.%l L40X 671 PARA( IRE, CALIFORP41A 85969 ' -- DOMESTIC WATER WELL of • CAD GENERATED HOUSE PLANS • INTER. /EXT. 3-D VEIWS AVAIL. • DESIGNED TO YOUR LIKING of 60'LEACH LINE 16' APART CONT. / 50' LEACH LINE �l 41AI \ / 50' ALT. LEACH LINE \ EXISTING LOWER PAD \ ( PARKING / TURN AROUND AREA) / POWER POLE --•-- \ / N. \ i DIkECTIONS: PENTZ RD.TO PIONEER TRAIL (APROX 1.5 MI. SOUTH OF LAGO VISTA, 2 MI. NORTH OF LIME SADDLE MARINA) GO TO BOTTOM OF PIONEER TRAIL, CREST UPHILL, MARKED ON RIGHT. N. SCALE: ill = 1 OFT. PIG TITLE / t A r ) = WA.L LINE =SHEAR WALL SCH. ? = G`R05S SEC. / PG NUM. ! 1 =FOUNDATION WALL/ DETAILS -- = CONST, DETAIL / PLOT SYMBOLS IKEY . � , ,-^# �P� # PG, PG# J.PEPPLER DESIGNS JIM PEPPLER (530) 873-2475 HOME (530) 873-2565 FX10F. (530) 514-3991 CELL P.O.BOX 1646 PARADISE CA 95967 IX -I LIJ W "j Ly �•L. 4 ax O M 0 CcI fn 1L• tUb r 041-470-062 REVISIONS INDEX FLOOR 1 FOUNDATION 2 ELEVATIONS 3 DETAILS 4 ELECTRICAL 5 PLOT PLN. S PG.