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Home My WebLink About047-740-02804'x -Wo -o�{S 047-740-028 �Z o�02,V 02-0856 Deed Restriction Im BP#03-1201 SCI-IUSTER, STEVE for a Pool Flouse /32jXtND13ERGI-I CIRCLE, CI-IICO NSI -/MASTER PLAN 97-28 047-740-028 03-1201 SCHUSTER, STEVE 1392 LINDBER&CIRCLE, �Gn Cont: OWNER NEW POOL HOUSE 047-740-028 03-1960 ISHERWOOD, DAVE & ERIN 13992 LUNDBERGH CIRCLE, CHICO Cont: HILL & ASSOC. ROBERT NEW PRI SWIMMING POOL -VII- 040( $Iq - 2uS3 °2 l O y 7 - 7#0.028 7 COUNTY OF BUTTE - DEPARTMENT OF DEVLiOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N (Rev. 12/96) APPLICATION AND PERMIT 0'? - 1 ASSESSOR PARCEL NUMBER 047-740-028 ZONING BUILDING PERMIT OWNER ISHERWOOD DAVE & ERIN TELEPHONE 520-1450 SQ. Fr, OCC. BUILDING VALUATION Pct- 28,500-00 . OWNER'S MAILING ADDRESS 13992 LUNDBERG CIR. CHICO CA. 95973 CONTRACTOR'S NAME ROBERT HILL & ASSOC. TELEPHONE 891-4280 CONTRACTORS MAILING ADDRESS 199 E. SHASTA AVE. CHICO CA. 95973 CONSTRUCTION LENDER Fireplace LENDER'S MNUNG ADDRESS Total Valuation $ 28 500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 278.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 13992 LUNDBERG CIR. CHICO CA. 95973 Energy Plan Checking Fee $ $ PERMIT S IAT NO. SUBDIVISIONS MIME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF j l Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MASTER POOL 506-01 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMITFling Fee 20.00 800VMain Service 20 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' full force and effect. License Class 151 Lic. No. 3%74-0! i OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ElfI 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 Sri pit -Al Policy Number �? 1-2t dowI Gfo4- (The above sections need not be completed i e 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 wor s' compensation provisions of section 3700 of the Labor Code, I shall fo ith comply w' those provisions. X Date ��L/�3 Signature of Applicant - ❑ Own& ❑ 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 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & ACC. BLDS. 3.5¢FT, T. NONEW ESID. ANCHOUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. ounET OR FIXTURES 2 x' .00 DAL .50 .50 Ex. Occup. Dig R=ID° E. 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 Dool elec. 30.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI_ $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ A Haz. ____ D FEES IMP FLOOD COF -- ---- -- PARCEL ---- — HD -- ISSUE / This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. y� / Dete Receipt No. 3 5,9 3oZ WHITE-D.D.S.-B.D. CANARY- S ES R PINK -INSPECTOR GOLDENROD -APPLICANT r------------------- =170.00 BUTTE DOUNTY BUILDING DIVISION , i A pR VBD , , , Bocce Court (By Others) orseshoes 0th I I I I I DEC L K a- POO T) g DECK EXI5TING PATIO PLOT PLAN N 5CALE: I' — 32.00' A. P.# 47-740-28 / LOT # 28 LINDBERGH CIRCLE i , ear Garden Fence ' 9. 1 Q O 2 I ,II ENVONMENTAi H, �.I T i JUN 2Wu3 CHICO,:;; PROPOSED POOL FOR: DENGN/6UILD CONTRACTOR: DAVE * ERIN 15HERWOOD 1.3992 LINDBERGH CIRCLE CHICO, CA 95973 (530) 520-1450 (_0T D - ROBERT T. HILL * A550C. 199 E. SHASTA AVE. CHICO, CA 95927 (530) 591-4280 i/ 170.0 0 I 54, � Bocce Court i(By Others) Horseshoes ' th 3G-9 I DECK POOL W z _-�-- ---- T) PLANTER DECK I � \ ,Qa \ \ 55 -0" i q I I. I I I PLOT PLAN ' N 5CALE: I' — 32.00' I A.P.# 47-740-28 / LOT # 28 Garden Fence . U z O U z N Rl 170.00----------J-----�--� --------- LINDBERGIi CIRCLE - PROPOSED POOL fpF,: DE5IGNBUILD CONTRACTOR: DAVE * ERIN 15HERWOOD, ROBERT T. HILL * A550C 13992 LINDBERGH CIRCLE 199 E. SHASTA AVE. CHICO, CA 95973 CHICO, CA 95927 (530) 520-1450 (530) 891-4280 COUNTY OF BUTTE - DEPARTMENT OF DEVELOP, MENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERIT.NO APPLICATION AND PERMIT BUILDING PERMIT f SLt%W?0 ADDRESS G �rrwicsoRS MAww AODR�s HSTRUCTONUDZER 1DER5 1400.04 ADDRM :iNrECT OR EN MUM >M=101% EIiDVIM" MA JNM ADDRESS GLANS ADDRESS , f-UX,J.,4 1 S2U-4`5o Wc(k 01 Cl qS 17 TEr�rMDNE 7 T No.suaDnrtsoxs NA►IE USEOFSTRUCTURE •0 Duplex ❑ lAoblehome ❑- Other TYPE OF WORK Iew ❑ Add15On ❑ Remodel ❑ LMD5es ❑ heida5oonn ,❑� 01her rescribe Woric f) ' V Q o Silk x r a-Wcmr Tee o o� 38�3� -,Y46 Ntarn Cc" SO. FT. OCC. BUILDING VALUATION PERMIT FEE S .S$: O o ELECTRICAL PERMIT Firing Fee 20.00 Main Service pyo cR t � 23.00 FJlain Samoa zaw so ,DDDR 46.DD NE" CONST: / OR ADDNS \ owFu++4 Dcam. LAG=. m Ds s.SCso .-...!e f _ MV P 1 I fID7.50 Fireplace _ Total Valuation S 87 Firma Fee b 20.00 Permit Fee S a O Plan Checl(ho Fee S' of • o !� Energy Pian Checking Fee S S PERMIT FEE S 3,R o PLUMBING PERMIT Feng Fee 20.D0 Eaeh Trap -- 7:00 Solar or heat pump water heater 23.0D Water piping 15.00 /,j'- O 0 Each gar. water heater or vent 15.00 Gas p1pling wymem 1 - 5 outlets 15.00 sund'ing sewer I15.00 Moble Home S G W @20.00 Ex- O=wp. DunET OR FxnXU3 say ® -:yo FDMD APPL S. OR 5.00 Ex. Ooeu . ovrLEM ID. EA. Temporary Service 23.00 Moble Home Faalifies 2D.0D o•Oo 0.0 PERMIT FEE S O - D v MECHANICAL PERMIT Firing Fee 2D.00 6.50 PERMIT FEt S Mobile Home Installefion Fee S Energy Inspection Fee S TOTAL FEES NkZ. I D. FEES I IMP IFLDOD J This permit is hereby issued under the applicable provisions of the Butle County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Dale PERMIT FEE S .S$: O o ELECTRICAL PERMIT Firing Fee 20.00 Main Service pyo cR t � 23.00 FJlain Samoa zaw so ,DDDR 46.DD NE" CONST: / OR ADDNS \ owFu++4 Dcam. LAG=. m Ds s.SCso .-...!e f _ MV P 1 I fID7.50 Ex- O=wp. DunET OR FxnXU3 say ® -:yo FDMD APPL S. OR 5.00 Ex. Ooeu . ovrLEM ID. EA. Temporary Service 23.00 Moble Home Faalifies 2D.0D o•Oo 0.0 PERMIT FEE S O - D v MECHANICAL PERMIT Firing Fee 2D.00 6.50 PERMIT FEt S Mobile Home Installefion Fee S Energy Inspection Fee S TOTAL FEES NkZ. I D. FEES I IMP IFLDOD J This permit is hereby issued under the applicable provisions of the Butle County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Dale 6�-II�C� COUNTY OF BUTTE -DEPARTMENT -OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: O.A. (AJ 6,-'PC� ASSESSOR PARCEL NUMBER 1 % ' y- Oa� Proposed Building Use: / G C/' Counter Technician: Date: /,:; 3 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 7" 1.. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. :P--2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! . ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑A 15. Std ement of Intent for Non -heated and A/C Buildings ............................................. dp`a��itation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ D'rainage ............................... ❑ 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 ..................................... :.............................. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been in);ed of the ove items and requirements for obtaining a building permit. / Applicant: ve• Date: �/ Z�0 3 `.4 1. Index permit 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: Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: _ ❑ phone, ❑ mail, ❑ counter y Date: _ Plans approved by: Date: _Structural approved by: Date. Yellow: Buildine Division E.H. USE ONLY Plot Dien Attached e Floorf=lan A aA / b Sent to ®D,M TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance for . Other 1 Hold final for: Final clearance O.K. for: NOTE: Si 4��, "ori %�.�.�,-, z e . v C. �a7 aelc�c� • I f ! — ��— c3 Environmental Health Specialist Date 8/96 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner., ��1�fry6cY� Phone: c��C�-353—I k�4 Mailing Address /3727_ Lpubz Ca-a'i,er— Cwaro (A 9,!;-q;�z Site Address: Assessor's Parcel Number: dy -?14S 0z.9 Zone: _ Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes dNo 2 Is the structure already built, under construction, or under notice of code violation? YesNo 3. Will items produced in this building be offered for sale? Yes No 4. Will the public have access to this building? Yes ❑ No Q/, 5. Will any advertising, on or off site, be associated with the use of this building? Yes C1 No rJ SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No Ef 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No [7V 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No [� 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes `d No ❑ 11. Will this building be heated or cooled? Yes No ❑ 12. Will this building have a water closet/toilet? Yes No ❑ 13. Will this building have a sink? Yes No ❑ 14. Will this building have a water heater?- Yes No ❑ 15. What type of floor covering will the building have? 16. What type of wall covering will the building have? TV,4vv A- 1 Q in5t OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked ##4, please ch the uses below which best fit this building. ElGuestHouse U.Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room U Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop' ❑ Home Occupancy' ❑ Other — Use = Describe type orworkdiop 2. `fust be approved by the Butte County Planting Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. .V� A+n /U - if — T�Yvel Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name Owner's Signa' 2 of 2 NOTES RESIDENTIAL 7 047-740-028 03=1201 �^ PERMIT NO. — SCHUSTER, STEVE j, -; _ _ 13192 LINDBERIrCIRCLE, CHICO Cont: OWNER NEW POOL HOUSE , I SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS . VERIFY USE PERMIT CONDITIONS - SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location-Test-Easement'Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or. / P' L "ft./ P LPG 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. Electricitv: 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 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 r 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-1 Date Card B-1 Date Card B-1 Date Card B-1 Y J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s to"Zoning-Setbacks-Easements-Flood-Slope Hangers -Post Caps -Anchors -Connectors 48. tg., Main; Soils-Elec. Grnd.-/( /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Dep -h 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Garage Fire Protection Framing -RC Channel 6a. Vdd Downs and Special Anchors Property Line Firewall & Openings Slab, Steel -Wrapped Ext. Doors -One 3' -Check Garage 3rd Story; 2 Exits 8. Piers -Fireplace Ftg.-Steel Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Tes- 01iding-Nailing Veneer ' 11. Water Pipe; Test -Anchors -Regulator -Service Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylight I 'c 12. Electric Underground Shear Walls; Nailing -Bolts a O 13. Plenums & Ducts; Clearance -Material -Support -Ins. jkSce Interior/Exterior Wall anels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies . Insulation -Walls -Ceilings .f✓ Infiltration -Walls -Windows 15. Access & Ventilation Card B-1 Date Card B-1 16. Insulation Date Date Card B-1 6Z Date Card B-1 Date 64. Ext. eps-Door & Sidelight Protection -Landings Card B-1 Date Card B-1 Date PLUM NG (Permit) OK except #'s 1 ter Htr.; Vent -Access -Combustion Air Baffle 67. Ref room Exiting Ma2r Pipe; Test & Anchor -Nail Protection et-G.Fl. 1 ; Test Fittings & Anchor -Nail Protection 69. hower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 70. as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 7 lec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-) Date Card B-1 Date 74' ec. Outlets & Receptacles at Kit. Counter Card -1 Date Card B-1 Date ELE I AL (Permit) OK except #'s 76. A.0 uct ingarage-Damper F*(L & Transformer Clearance -Ins. Protection 7 28-.'EItpAqceptac1es Spacing -Lights & Switches at Doore 7 ; Elec. & Mech. Equip. Listed for Location i fixes & No. of Conductors Stapled 79. EI eceptacles in Garage (F.F.I.)-Romex Protection ex Installed Close to Edge of Studs & C.J. 261tquip. Ground made up w/Mech Fasteners -Bond Gas & Water 81. Guard Rails & Deck Construction -Post Caps 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Clearance Looked unde oor 0 Yes 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu cr Al Insulated Neutral 0 Yes 0 No Fo ing Instld./Driv es Cl No/Walks 0 No/Planterses O No 32. Service -Riser Conductors & Ground Main Disconnect tucco rown-Finish 33. Equip. Clearances Panels-Motors-Mech. Equip. A. nit Disconnect, Electrical -Plumbing -, i 34. Clothes Closet Light -Shower Light -Spa Light Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 35. Smoke Detector Water Well, Disconnect, Electrical, Plumbing 88. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 9L.,Q6rrections 36. A.C. Ducts Insulation & Support 92. 37. Vent Fan, Exhaust above insulation 93. 38. Condensate Drain & Overflow, Size & Grade 4 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Fire Sprin er Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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. 01iding-Nailing Veneer ' 59. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylight I 'c A_ 60. Shear Walls; Nailing -Bolts a O 61. jkSce Interior/Exterior Wall anels /y 63. . Insulation -Walls -Ceilings .f✓ Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date, Card B-1 Date FINAL (PlansAK except #'s 64. Ext. eps-Door & Sidelight Protection -Landings oke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Ref room Exiting et-G.Fl. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs ails 71. FioOace or Stove, Clearance -Hearth 7 lec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Pict'& Appliance; Ground -Air -Gap -Cooking Clearance 74' ec. Outlets & Receptacles at Kit. Counter 75. Garage Fke Door; Swing -Landing -Closure 76. A.0 uct ingarage-Damper 7 tr. Htr.; nts-Clearance-Comb. Air Connector-P.R.V. in G e; Above Floor-Mech. Protection 7 ; Elec. & Mech. Equip. Listed for Location 79. EI eceptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked unde oor 0 Yes _ 83. Fo ing Instld./Driv es Cl No/Walks 0 No/Planterses O No tucco rown-Finish 85. A. nit Disconnect, Electrical -Plumbing -, i 8&Aents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exteriorpec. Trim, G.F.I. Receptacle -Underground 89. Ve i tion Throughout House 9(1>41a 5rotection 9L.,Q6rrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & S wer Connected -C/O to Grade -HD Approval 4 ne Compliance Certificate -Other Certificates ddress Posted 96. Fire Sprin er DatZ. Card B-1 Date Card B-1 Datef Card B -11 --'Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: TO: FROM: DATE: INTER -DEPARTMENTAL MEMORANDUM BUILDING DIVISION, OROVILLE /y I &� , ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME:SEPTIC: L WELL: V C 0�TI AP#:itt=ftt� ADDRESS/LOC ON:/ 67.- ,?, pO� L1�tJ/7Bz C<!� tff7 -0 Comments: GL/memos/releasehold t COUNTY OF BUTTE BUILDING DIVISION , DEPARTMEN' T OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 .7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE S � D '.i OWNER PERMIT NO. i 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 -7-1 Ln 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. s.. r s° r r/ i Z -O- o� Date Inspector REV 10/92 A 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 03- OWNER 3- OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION A.7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PE MIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT b3 _ D ASSESSOR PARC€L NUMBER 047-740-028 ZONING R - BUILDING PERMIT OWNER SCHUSTER STEVE TELEPHONE 894-0894975 SO, FT, OCC. BUILDING VALUATION R3 52,650.00 .OWNERS MAILING ADDRESS 4011 SPYGLASS RD CHICO CA, 95973 292 COV 30796.00 CONTRACTORNAME OWNM TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 56. 46.000 ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 41446.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ �](� �7 BUILDING ADDRESS 13792 LINDBERG CIR• CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 778. 0 LOT NO. 228 SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 1.07AC SF O Duplex ❑ Mobilehome Q Other SPECIFY Each Trap 1 7.00 28.001 Solar or heat pump water heater 23.00 Water piping 15.00 19.00 Each as water heater or vent 15.00 TYPE OF WORK New :P Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ynol HOUSE Gas piping system 1 - 5 outlets 15.00 1 9_00 Building sewer 15.00 19-00 Mobile Home ISI GI W @20.00 PERMIT FEE $ 108.00 FL00D • X, 0320D SRA Filing Fee 20.00 ELECTRICAL PERoMITpR LES 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 f II force and effect.//G A� License Class Lic. No. ' 7r p j OWNER -BUILDER DECLARATIOW I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Se6. ,'`Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG UP. SO OR ADDNS. ( 8 ACC. BLDS. 3.50FT.NEW X4.13 llON-RES1D. MULTI -OUTLET CIRCUITS @7.50 POWER APPARATUS &SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL 9 ,50 OR Ex. Occup. ouTiEis Rk%1 EEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 54.13 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 19.00 Cooling 15 00 Hood 6.50 Ventilation 14.50 PERMIT FEE $ 94 50 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.) XOcc I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wor ers' compensatio provisions of section 3700 of the Labor Code, I shall fo ith c pl wit ose provisions. X _ Date l9 _ Sig atur f pllcant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 R3 CONST. TYPE VN TOTAL FEE $ HOZ. p, FE IMP FLOOD X CDF PARCEL PD 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 PERMIT EXPIRES ON -7 /Z {34 ate Receipt No. P6f • .7��% -� fS'aJrlO 3 WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK-INWfCTOR GOL E D -APPLICANT i� ..Z �. �:•.y -.,,tea i. ,.�w. �-�.,-�, :FAY,. �.. � .,. .,p...�I I�,,.�15i�.y;,.�.. '.� COUNTY OFBUTTE-DEPARTME )7 County Center Drive, Orovil PERMIT) OWNER: Sreve SCHusrj0R SERVICES -BUILDING DIVISION 55 Phone (530)538-7541 Fax (530)538-2140 TION DATA SHEET PARCEL NUMBER 1-/;7 7 y Z e Proposed Building Use: p V0>¢%JS Counter Technician: *j, (,o Date: 7 2 IV's required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. W.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. tel. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 1. Engineered truss details and layouts in duplicate. No faxes! sEnergy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B)Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 601-I'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 .................................... ❑ Letter of intent for non-residential buildings.......................................................... 11. Detached Accessory Building Form filled out by the owner ..................................... 12. Hazardous Material Form............................................................................... ❑ 13. Other Rema' .'ng items needed to issue the permit. (May require additional plan review upon receipt of the following items.) -7 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... / 3 ❑ J.S. Statement of Intent for Non -heated and A/C Buildings ...................................... n� �® 16. Sanitation and plot plan approval from the Environmental Health Department in City of Chico Plumbing permit.........................�./................... . . California Department of Forestry plan approval C�paid. Sent by: .... ........ ❑ 19. Planning approval for (A) Use: 04< (B)Parking: (C) Parcel eck: S-� - ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Workef's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Budder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29 Existing violations and/or expired permits................................................:......... ❑`Grant Deed, ❑ . Title/St tement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.A103 $ 1. Other: When issued Telephone and hold for pickup. r t - I have been in a oft e a ove 'terns and requirements for obtaining a building ermit. ` ` s Applicant: Date: '"T 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required t. Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the alto ye data by phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by -Date: #I Apt Structural reviewed by: _Date: >0 3 Structural approved by: Date: 0 Note transfer by: Date: d Yellow: Building 0ivision �� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT'SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 C SCHEDULE OF FEES DUE •J OWNER E'rac SCiy US Tt-17— PROPOSED BUILDING USE '000/ H�JS G �P d� 3 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ JQ�/2. SCHOOL DISTRICT FEES C'C�S� (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. *k!4 RBAN AREA FEES (paid at Building Division) Residential ................... —x-=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) -a 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. NATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) *9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 2- % �-/- 2 - DATE RECEIPT # DATE REC. 3�as� tea. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process, Muu COL -11M DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) School District A.P. Number Property Owner i � r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) S 5 C O �,V , �t 1 Building Department No. c Z 0 Jurisdiction: City County �`�PaIP T est Property Location/Address Ln i Subdivision D%4�/6�1A L(AJ/`(�I�I� /"�"� Lot No. Residential Development .................................................................................................................... Sq. Footage No of living Mobile Home AdditiQN -Supplemental to (Group R) Units Installation Conversion, Permit # foundation inspection)' _ .. m .. .......... . ......................................... tr•.., Commercial/Industrial Sq. Footage New Addition (Including Exterior Building Department Representative ( ' (Floor Plans reviewed by School District District Identification No. ` `6 7 V O1, 7 /i i . ., ,fah School District certifies that 1/0 (Street Address) (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # Remarks: Roofed Areas) Date (Phone Number) (State) (Zip Code) t7J I -)A by payment of $ D 96-5_0 8 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. ,Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10198)dmm COUNTY OF "BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Re 2/9e0 APPLICATION AND PERMIT { ASSESSOR PARCEL NUMBER 1. 047-740-028 ZONING SR -1 BUILDING PERMIT OWNER SCHUSTEit STEVE TELEPHONE R -(IRS? SO. FT. OCC. BUILDING VALUATION 975 - R3 52 650.00 OWNERS MAILING ADDRESS 4011 SPYGLASS RD CHILD CA 95973 292 cov 31796.00 CONTRACTORS pNAME OWN>�•R TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ Sb 446.000 ARCHITECT OR ENGINEER LICENSE NO. $ 20.00 -FilingFee Permit Fee $ $446.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 289.W BUILDING ADDRESS 13992 LINDBERG CIR. CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 778.90 LAT NO. 28 SUBDNLS IONS NAME PWA 'A TANTITNIC CT AI RI -11 PARCEL MAP 2 ^S -n1) PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 1.07AC SF ❑ Duplex ❑ Mobilehome Q Other SPECIFY Each Trap 7.00 28.06 Solar or hest pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 1S (� TYPE OF WORK New fl Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: p(I(IT. LY111CF Gas piping system 1 - 5 outlets 15.00 15, ()() Building sewer 15.00 15,00 Mobile Home S G W 920.00 PERMIT FEE $ 109.00 FLMD:X.0320D SRA j ELECTRICAL PERMIT Fling Fee 20.00 800V OR LE Main Service zo...R 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. /, /� U �� C� License Classoe Lic. No. '7 OWNER -BUILDER DECLARATION` I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLING OCCUP. 3.5¢SO. 7/-. 13 34 NEW CONST. MULTICOUTLET NON REBID. @7.50 FOWER APPARATUS a SINGLE OUTLET C'R. EX. OCCU OUTLET OR FDCTUREs 20 @ 1.00 BAL @ .50 UNS Ex. Occup. OFIx�s RESID OR. 5.005.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 54.13 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensatio provisions of section 3700 of the Labor Code, I shall ith compl wit ose provisions. / X Date 7 0~ l Sig' ature�of YPI cant - Owner ❑ Contractor ❑ Agent An OSHA permit Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 1 20.00 Heating 15.(X) Cooling Hood 6.50 Ventilation 1, 4.50 4.50 PERMIT FEE S 94.50 Mobile Home Installation Fee 777 Energy Inspection Fee Is 4b. Occ R3 CONST. TYPE `N TOTAL FEE $ 1041.53 HAZ. �� D. FEpr � FLOOD j� c0� P7 PAf�cEL PQ l/ 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 leen paid. By /Date 2 PERMIT EXPIRES ON-7%2Zk1 gra rReceiptNo. pLf "'� T6� �,S•35 +i'i. 3 -' WHITE-D.D.S.-B.D. -CANARY -ASSESSOR PINK -IN P CTOR GOL E ROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive -' Oroville, Cvlifornia' 95965 - Telephone (530) 538-75 PERMIT N0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCEL NUMBER zONIHD i BUILDING PERMIT OWNER TELEPHONE C ti 0sr£A _ _ �y n y _ SQ BUILDING VALUATION -OWNERS MAILING ADDRESS yori sPY4/ao cyi,zo 09 95>,23 --- CONTRACTOR'S NAME �. {N TELEPHONE --- ----V75—- W . CONTRACTORS MAILING ADDRESS ' W V CONSTRUCTION LENDER •^- LENDER'S MAKING ADDRESS Fire lace (,70 Total Valuation $ ) T 1 , ARCHITECT OR ENGINEER L LICENSE NO. Fili I ng Fee $ 20.00 ARCHITECT OR ENGINEER*$ MAKING ADDRESS - . Permit Fee $ �e! Plan Checking Fee $ _BU4DI; GA&)RESS L ,� Energy Plan Checking Fee $ _ 23 �'J 1 Ta a ►.7rJ I �aN iii }� G �v 1� l• t' o $ PERMIT FEE $ LOT No..Z pp SUBDnIS IONS NAME PARCEL MAP (� ) 5'3 �9� y 3 7-�- PLUMBING PERMIT Filing Feel 20.00 USEOFSTIRCICTURE 1, 07 AC_ SF ❑ Duplex ❑ Mobilehome V' Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15,001 %$ TYPE OF WORK New.i Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Gas piping system 1 - 5 outlets 15.00 / Building sewer 15.001 )r p�oL Describe Work: M/G1 t1S� / n �• I � 2' Mobile Home 133 SW @20.00 PERMIT FEE Sj ELECTRICAL PERMIT Filing Fee 20.00 �-/ r (3,1C7 !�� • C6� p� 1 S 400V OR LESS Main Service x00AORLES 23.00 Main .Service 200A TO 1000A 46.00 NCW CONOT.q DWELLING OCCUP. / OR ADDNS. I �I 6 acc. eLns. v 3.5250.FT. MULTLOUTLEr NONRLSID. @7.501 J . '°PERJVIiT FEE P�IIt), L/ v POWER APPARATUS 6 SINGLE OUTLET 010. i Ex. Occup, OUTII:T OR FDrrURES 20 ® 1.00 . - SAL .SO FIxED APPLNS. OR Ex. Occup. ourtETO EOID.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 SRA + e> C/ Misc. Wiring23.00 P fl SHMIFF ?� 0114FUt PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating'r /� s Cooling6 Hood 6.50 Ventilation L,S j) AA6VW RECEMb PERMIT FEE S Mobile Home Installation Fee $ wFtElIMM 3 7�6 � TO is Wr wro cowvm .) ` �/ (►� •J ``_.. _'+.. (\ Energy Inspection Fee $ y c rANST. °E TOTAL FEE $ HA2. . FE ROOD ,c �"��r V EL HD 6SUE 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 ere - --• ReceiptNo. WHITE-D.D.S.-B.D. CANARY-ASSESSOR PINK-INSPECTOR GOLDENROD-APPLICANT Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Jul -22-03 9:09AM; Page 1/1 TO: FROM SUBJECT: Building De; EnviroARleri .. Sanitation Clearance Poet -6r' Fax Note 7671 -v pa9ea► !Mwrn Ir— CO t Co. ' one A Phon®.A. FAx b Fax A 9101 RM Anvm"hW Rom RAs Annefod 80b0 YA C.D. - /N Owner Location AP# Pian Approved for: Sewage Disposal -!:f Water Supply: Public Private Well Clearance for ',_fig. Other iD, jr/ %rai�g. ALL jQl�m. �i�g, NOTE:. �D.zl_�3 Environ nt Heam Specialist Date 8/96 ' 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 ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. C047 /S T J""-1-i—Zraw04 w :I a r't'e 4-0 1 GO anSaA 1 ac 1 on aon aw t•► r o 1 INSULATION CERTIFICATE Job Number. 3284 Schuster Homes Pineburst Circle, Cbico (Poolhouse) Coutraetw O"ser Name Job AMrew (street, eity, state) Butte Lot -28 County Subdivision Name Lot Number DESCRIPTION 1. ROOF Matterw: 7 Brow Name: Tis (b>chw): Thermal Redstaace (R -Valve): 2. CE Batt or Bmairet 1`ype: Brand Name: Johun< ManylWKnaut Tbiciom (iw*w): 10 V4 & 12 Thermal Reshaam (R-Valae}: 3$bd & 3S Loose M Typr. FH*r htss Brand Name» Johns h%yvifWKsavf Minimum Installed Welght/R lb Minimum Thklme s: inches I�tatded weir per sgsane`iia'ot to acmeve ThenWI Reddiasm (It Vahm) of.— . 3. EXTEMOR WALL Frame 'Type: A. Cavity IusdRdoo Wtariaj: Fewthals Basad Num • Johan MuvlHe/Kaantsd T Ndmiss (hthes}: • j% Til Redssdaee (it Valw): 19 B. Erterior Foam Sheathing Material: Brand Name: Thidm (b &wp Thermal Reaaistance (It Valoe): 4. RAISED FLOOR Material: Fiberaa!hss Brand Namw: khMMUMUffir Thle ow" (awches): Thermal Redstsece (R Va hn): 3. SLAB FLOOR/PEREWETER Materiaal: Bred Name: Thkkm (taches): Theressf Ra ddance (R Vahre): Ptahndr Inswedoa Depth: 6. FUNMATION WALL , Materilk ` Brand lVaame: Tunas (rode): Thermal Resktaoce (R Vahm): DECLARATION I bnvby cerdfy that the alcove faudadon waw haetdied to the bat ft at the atbave kawon (a 'Im'shrasrtae- wilt the cm i vat Dfarcy SSl[mrdw* for raldewW btaildinp Crdle 24, Pltrt 61 Cwwrniia Code of A ns) m on the Cerdl wte of Compiiaoce, where applkaw CWoo Ioaaladon Itsn l�hsrer's sl�re..a l y QY W (CAL NM) :r [can Nouber's MAR -1-0--2003 Suri ni:eSsrri !D-. sa�at■.e =W Dane Swku*uetw (Co. Nanta) or General Caatraetor (CAL N&s) er Owner r- r - a I 12/18/2002 10:15 MEEKS — CHIcb 4 8942256';...- N0.754' 902 APAK-Wro f Certificate bConformance Certificate 052736 THIS IS TO CEF3T)FY that the glued laminated timber products identified with a colt; p mark of Engineered Wood Syslems (EWS) were manufactured in accordance with the applicz .i, standards and associated specifications indicated below: ANSI Standard A190.1-1592, For Wood Products -Structural Glued Laminated Timber NER-4136 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses - AITC 117.93 - Manufacturing - Starnaarrl Specifications For Structural Glued laminated Timber. Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structuipl glued larninated tire'. members were produced in a manufacturing facility subject to regular audits in accordance with lne Engineered Wood Systems (EWS) Quallty Assurance Program. Routine audits include insp_<;.tion of the manufacturing process and evaluation of the in -plant OA program with adequate sarr,V [ng to ver.€y conformance to industry standards for lumber grads and giuelin6 bond quality: sc ,�l &�/-- e - S f by Thomas G. Williamsr;; Executive Vice Presi6i-:11 ENCWr[RrT'IV OD SVS r1rMS ,� a ra'a leo 6m. txlia i:Gn O1'AAA —. THC ENONCE RED WOOV ASSOC/A71or.- 7011Stwn+ lylll Snee1 - P.O. Jao> 11700. I&Como.. WA Etta x1.07110 7-;oPhonr: G°531 56:.•0407 - For Nu..YZ.:. (753) 5GS 72G'., JAN -31-2002 THU 11:26AM ID: PAGE:2 s��- f r3��3-� �-�► Dec 17 02 11:38a I OWNER -BUILDER VERIFICATION-] Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO ❑ t2. I HAVE)1 HAVE NOT ❑ signed an application for a building permit for the proposed work 3. I have contracted with the 0l10 ' gperso�(firm) to provide the proposed construction: NAME: ADDRESS: _/ CTTY:_/ PHONE: CONTRACTOR'S LICENSE NO - 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO.: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY DATE: NOTE: This Owner -Builder Verification is regriired by Section 19831 and 19832 of the California Health and Safety Code. Tlsis verification must be completed and returned to our office before we are permitted to issue the permit. OVER p'. 2 Dec 17 02 11:37a p.1 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 bylaw 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: 0 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. 0 If you are an employer, you must register with the Stats 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. 0 There may be financial risks for you if you do not carry out these obligations, and these risks = especially serious with respect to worker's compensation insurance. 0 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. N 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 '"ownetbuilder" 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 Sina:rel , 'r Micha 1 C. Vieiia, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER PLAK REVIEW RESPONSE FAM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH RFVTSFn eNn nOMMI Al of AMC - - — - - - OWNERS NAME -- ---------- - -. -------- --- ... . DATE: ,�;) - sp- a� ASSESSORS PARCEL NUMBER PERMIT -NU BER - 31 RESPONSEFOR PLAN CHECK LETTER DATED: _-.t t) n l � 7 Q(t) 0 � J�ek4 PLAN CHECK ITEM # RESPONSE BY: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: F PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: o•n PLAN C PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: June 17, 2003 Steve Schuster 4011 Spyglass Rd. Chico, Ca 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-740-028 Building Permit Number: 03-1201 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: �! Property owner is to complete detached accessory building form, front and rear, and sign form. Building must be 30 feet from the property line per SRA requirements. 3. This building is required to be deed restricted. Please provide a copy of the grant deed and a separate legal description of the,property. We will fill out the deed restriction and send it to you for signature and notarization. Restriction will be from using the building for sleeping or �ooking. rovide full bearing of rafters at the ridge boards. Specify at least one size larger ridge boards than the rafters being supported. Note that the ridge beams indicated on the plans should be identified as ridge boards. STRUCTURAL COMMENTS: None 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 Martha. 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. Martha Christy Plans Examiner (S_C� 1(�� Philo Hunt, P.E. Plan Check Engineer 1 of 1 Owner. s%JTTF RESIDENTIAL PLAN :-=- REVIEW GUIDE SINGLE FAMILY, DUPLEXAND n_ .•at MISCELLANEOUS ONLY Building Permit Number: D 3 —12Ol Plans Examiner: A. P. Number: 00--7410 .0 Z5 Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PLAti: 1. Complete parcel size and dimensions. 3 Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and;'or drainage. Flood hazard Special conditions on Parcel Map: Noise Q SR_a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 3 104'o of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When Mndo« s are prodded as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). 4 Skti-lights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls. bathrooms and toilet compartments may have a ceiling height of not less than 7 Lett measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 Leda in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters u hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening sato a both or bedroom (uniform Plumbing Code section 509.0). 10 Fuel burning, equipment shall not be installed in a closet, bathroom or a room readily usable as abedr+oom. or in a room. companment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11 Garai firewall separation - required on garage side including supporting walls and posts (Unilbrm 8 Code section 302.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes. ((,; niforn Building, Code section 312.4). 1; Wood stove location - Alcove - UNIC section 203 confined space & 223 unconfined space & 304.2). 14 Smok.- detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment muvmum 1024 sq. in & 30" circle (Utriform Plumbing Code 412.7). 17. Beergcalls shall be supponed on masonry or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1 Braced wall panels shall start at not more than 8 feu from each end of a braced wall line. Braced v►-all panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced aaU lines must be continuous throughout the structure. - 2. A California licensed architect of registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. I Gerestory requiring balloon framing and/or engineering. ntform Building Code Table 18 ouadation plans complete enough to construct building Floor constriction details complete enough to construct building. ¢D 6 evations and Wall construction details complete enough to construct building. construction details complete enough to construct building. d Fireplace eoasavetion details and calculations if necessary.- 9. Garage door header size(s). 10. Porch header size(s). Com/��✓ V !`� 1 11. Typical header size(s).'� 12. Stud heights. 13. High exT= ive soil - special foundation design required._ 14. Retaining walls requiring designl� 15. C3�Tisum wallboard nailing inspection required 16. If the area below the lowest floor is fully enclosed, than a minimum of two openurgs are required e a o net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alteatively, certification ma} be pro��ded by a registered professional rn engineer or architect that the design will allow equalization of fi•drostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Staim-ay details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2.- Guardrails (Uniform Building Code section 509). 3. Bridc or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). - 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-13-1 & 2). 6. Foam insulation - protection 7. 36" halls and stairways (Uniform Building Code section 106.3.3.2). S. Tvkv ex;ts on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. n -/ / �t,� Energy design compliance and supporting docv� o��f/�-' %2 13. CDF responsible area requirements. ING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fin SpriW- ers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lener. 0 Pace:.f^ I +'` PROJECT PROCESSING RECORD Applicant: Owner: JJ // 7// A.P. 4 #: � � �/ W _O Z, Permit #: 103 'l2O% Work Description: Date Description of Step or Status AMIA�--="— A D -/Z rh,� (C) When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 COPY of Document Recorded 06 -Jul -2003 2003-0044454 Hae not been compared with original BUTTE COUNTY RECORDER Space above for Recorder's Use Owner Name: David C. Isherwood and Erin R. Isherwood Building Permit No: 03-1201 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 1st day of July, 2003, David C. Isherwood and Erin R. Isherwood, hereinafter referred to as owner(s), is the record owner of the following real property: 13992 Lindbergh Circle and 047-740-028, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People.of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 03-1201"was applied for on 4/24/2003 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-1201 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 03-1201 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-1201 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself .and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping and cooking. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-1201. DATE: 2063 Owner Signature: Print or Type Name of Above Owner Signature: f Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of, a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On `1k , 2003 before T Ll�c�. �t`� . �t�e�Notary Public, persorially appeared ��` C\ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s afe subscribed to the within instrument and acknowledged to me that �y executed the same in is he&their authorized capacity(ies), and that by ii��it signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ignature STATE OF CALIFORNIA SS. COUNTY OF BUTTE OnZOU3 before me, Ij Public, perso�allyppeared � ri n �y `' LISA M. MC AFEE v . i , ~ COMM. # 1289743 Q NOTARY PUBLIC -CALIFORNIA P . COUNTY OF BUTTE Comm. Expires Jan. 7, 2005 (Seal) m CJ�4&C� , Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s(:iswe subscribed to the within instrument and acknowledged to me that heir/they-executed the same in his O/their authorized capacity(ies), and that by hisAo/th4ak signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. • .w-- LISA M. MC AFEE WIT ESS my hand and official seal. COMM. # 1289743 M U) ® NOTARY PUBLIC -CALIFORNIA LC B COUNTY OF BUTTE w Comm. Expires Jan. 7, 2005 Signature (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the -Department of Development Services and that Butte County consents to its recordation thereof. , ted: 'W-710-3 Yvon nehristoOher, Director Departent Development Services STATE OF CALIFORNIA SS. COUNTY OF BUTTE On aulu -7. .2-0 0� before me, 6 ,E r-ec, w Notary Public, pers ally S appeared ►► 11 v'l I/u- personally known to me to be the person*whose named is/arm-subscribed to the within instrument and acknowledged to me that -ke/she/ti;tepexecuted the same in MG/her/their authorized capacity(tes-)-, and that by -hi6/her/t*eir signatureH on the instrument the person(, or the entity upon ->behalf of:-:;.: which the person{sj-acted, -executed the instrument. WITNESS my hand and official seal. Signature nomLoees a HORN CommNslon # 1416610 Notay RsbYc - C0100m10 &M C=* @MvCMnA"wMaV4.2W1 (Seal) f' �f r xh h� + A Order No. BU -206081 DMP Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 7, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002- 06300, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO. THE TERMS OF SAID DECLARATION, APN 047-740-028-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR COMMUNITY SEWAGE TREATMENT AND DISPOSAL FACILITIES OVER COMMON AREA LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP. WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153.OF MAPS, AT PAGE(S) 41, 42 AND 43. When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Owner Name: David C. Isherwood and Erin R. Isherwood Building Permit No: 03-1201 2003-101044454 Recorded Official Records County BUTTE Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:42AN 08 -Jul -2003 I REC FEE 22.00 1 CONFORM 1.00 I I. I I Travis I Page 1 of 6 Space above for Recorder's Use DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY In I. WHEREAS, on this 1st day of July, 2003, David C. Isherwood and Erin R. �Lr Isherwood, hereinafter referred to as owner(s), is the record owner of the following real property: 13992 Lindbergh Circle and047-740-028, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People.of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV.. WHEREAS, Building Permit No. 03-1201 was applied for on 4/24/2003 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-1201 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and i� VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 03-1201 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-1201 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping and cooking. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. . Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-1201. DATE: 2063 e Owner Signature: �iA� Print or Type Name of Above s 74�1'11 Owner Signature: Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA COUNTY OF BUTTE On .\ Public, ally appeared SS. -t.) , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s(&6a,re subscribed to the within instrument and acknowledged to me that ��y executed the same in he0 treir authorized capacity(ies), and that by isir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. .Sign ature STATE OF CALIFORNIA SS. COUNTY OF BUTTE On Z003 before me, Ll Public, perso ally appeared r -i n I shy ' `'` LISA M. MC AFEE M COMM. # 1289743 Ef9 r NOTARY PUBLIC -CALIFORNIA Q COUNTY OF BUTTE Comm. Expires Jan. 7, 2005 (Seal) O'&C), Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s(:,sKe subscribed to the within instrument and acknowledged to me that hetCp/thyexecuted the same in his�e /thyauthorized capacity(ies), and that by hisA&t4ek signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s).acted, executed the instrument. ' °' ,, LISA M. MC AFEE t WIT ESS my hand and official seal. N COMM. # 1289743 > U) r NOTARY PUBLIC -CALIFORNIA 0 Q , COUNTY OF BUTTE w d Comm. Expires Jan. 7, 2005 Signature }� (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. , I 3 hristoOhdr, Director nt Development Services STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On �,J .0 7, P-0 D -� before me, p ,or -es, Notary Public, Ners ally appeared �� VLA -A r-> Gk V'i S 46 r kt-r , personally -known to me to be the person(*whose name(o is/ate-subscribed to the within instrument and acknowledged to me that -he/she/tigierexecuted the same in tlt5/her/the4r authorized capacity(4ea) and that by -h+s/her/t+vir signatures on the instrument the person(&), or the entity upon behalf of: which the person{s)'acted, executed the instrument. WITNESS my hand and official seal. Signature 0010RES A. HORN Commbsion #►1418610 Nolay Rbk • Cd(omlo BUNO CouMy M1Y Comm. �t Mo1► 4. �OEt� (Seal) Order No. BU -206081 DMP Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHIC.H MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 7, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002- 06300, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 047-740-028-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR COMMUNITY SEWAGE TREATMENT AND DISPOSAL FACILITIES OVER COMMON AREA LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP. WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. NOTES RESIDENTIAL { 047-350-014, 02-0856 SCHUSTER, STEVE 1�1LINDBER.G1-I CIRCLE, CHICO NSF/MASTER PLAN 97-28 r - 1 8 03 "tp� /VD t Ulf `z SPECIAL CONDITIONS �p '., CHECKED BY �.SRA FLOOD CERTIFICATE REQ. f FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY i� USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Or- -ref rrl bo iso a //ru) �2p t. 7 OFFICE COPY Address_ 3� 7ELECTRIC AS eter By Date eter By Date �� v /G ' JOB FINALED (Date) Signature I J = OK 0 = Not OK = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Xnderfloor (Plans) OK except #'s V Ft ., Main; Soils-Elec. Gbd.-/ /9 /" Ftg. Depth F ., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth Porches & Decks; Soils -Steel-/ P' Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped 6. S mwalls, Garage; Steel-Blockouts-Wrapped 6 r4old Downs and Special Anch rs Slab, Steel -Wrapped 8. /ers-Fireplace Ftg.-Steel If D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test X Z-. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test M. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground s. 13. Plenums & Ducts; Clearance -Material -Support -Ins. --Y4'-Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 3b -Access & Ventilation Date X16. Insulation 46. ngers-Post Caps -Anchors- nnectors +' Date Date Date 6 Card B-1 ate Card B-1 Card B-1 Date Card B-1 PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Wa r Pipe; Te Anchor -Nail Protection 50. Te fittings & Anchor -Nail Protection -a. % 21. hower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Date J Q Card B-1 Date Card B-1 Date Date 2 __ 7 Card B-1 Date Card B-1 ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights'& Switches at Doors 25. Size Boxes & No. of Conductors Stapled e1 1 j 26. Romex Installed Close to Edge of Studs & C.J. J 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral G Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) q F' a St s, Furred Ceilings- Stairs -Ch ers- H rs & Beams -Size & Bearin ., [, /1.y-- Date FRAMING (Continued) 2: 46. ngers-Post Caps -Anchors- nnectors +' .�' Cling. Joist-Rftr. Ties- u Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidin - g Veneer 5 tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. XaVq Area -Glass Protect ion- Skyli hts-P stic e1 1 j ear Walls; Nailing -Bolts J race Interior/Exterior Wall Panels . 62. Insulation -Walls -Ceilings 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 Ext. Steps -Door & Sidelight Protection -Landings moke Detector 60,41urnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 67-G.F.1. & Bath Fixtures & Tub Access -Spa 6A,-Elec. Trim & Subpanel, Breaker Sizes & Labels 137-7;Ms & Rails *-15ireplace or Stove, Clearance -Hearth 74!ec. Outlets at Wood Panel, Int. & Ext. 72,,<I. Fixt. & Appliance, Ground -Air Gap -Cooking Clearance 2. ec. Outlets & Receptacles at Kit. Counter 4. Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77--10'1b., Elec. & Mech. Equip. Listed for Location 7&-fl-ec. Receptacles in Garage (F.F.I.)-Romex Protection 2: jsulation-Foam-Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 8 . Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor C) Yes 82 -'Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83--'g-tucco Brown -Finish 8 A.C. Unit Disconnect, Electrical -Plumbing V nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 815- Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground 8 e ilation Throughout House 8 Gla Protection 9tions from Previous Inspections 91 � Test -Meters Tagged, Gas -Electric 9 Water & Sewer Connected -C/O to Gra - proval 93/4nergy Compliance Certificat ther Ce '' at 94 -'Address Posted 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: t(F OK - 4. 0 = Not OK - w Not Applicable MOBILE HOMES = Not Ready 6. Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 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 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /A.rp-Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect - 8. Utility Clearance 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 MOBILE HOME INSTALLATION (Plans) OK except #'s 0 Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements FINAL (Plans) OK except #'s 2. Footings; Size -Spacing -Marriage Line Setbacks -Easements 3. Gas; MH Test -Demand -Valve -Connector Soils; Compaction -Structure Stability 4. Electricity; MH Test -Crossovers -Breakers -Clearances Pool Structure; Steel -Connections -Thickness Dead Men -Lining 5. Drain; MH Test -Fall -Flex Connector Elec.; Receptacles and Lighting, Distance-GFI 6. Water; MH Test -Regulator -Connector Elec.; Pool Lighting; 15 Volts-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Gas and Electricity Tagged Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 9. Tie Downs -Type -Installation Cert. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 10. Exits; Insp.-Sketch Health Department Approval 11. Cert. of Occupancy Plumb.; Cir. Test -Water Supply Test 12. Permanent Foundation Only; License Decal Light Niche Date Card B-1 Date Card B-1 Date 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-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 4 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541�/� /��o• A.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-350.014 Zarb ZONING , '_l BUILDINGPERMIT OWNER ISMISM, TELEPHONE SO. FT. OCC. BUILDING VALUATION �t^ !yR J54,00 61 35 OWNERS MAILING ADDRESS 4011 SPYGIASSs CHICO, CA 95973 79714 R CONTRACTOR'S NAME TELEPHONE11,4M D `28 n A 1. A 124,00 . CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDERS MAILING ADDRESS I , Total Valuation $ 183977 .00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 857.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 B IR s � Energy Plan Checking Fee $ ' PERMIT FEE s qM 00 LATNO 18 SUBDIVISIONS NAME YtirIASANE L,4MTNG PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 1112,0( USEOFSTRUCTURE SF D Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.(Y) Each as water heater or vent 15.00 15.00 TYPE OF WORK New ,Q' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: NSF W/AITAC HED GAGE MASTE:tt PIAN -,'97-28 Gas piping system 1 - 5 outlets 15.0015,()C) Building sewer 15.0019.00 Mobile Home I S I G I W 920.00 PERMIT FEE ELECTRICAL PERMIT $ 192.00 Fling Fee 20.00 1 Main Service 2a.A OR LESS 23.00 i f LICENSED CONTRACTOR'S DECLARATION 1 h/ereby affirm undo) 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. S / `� � i OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Y1, as owner of the property, or my employees with wages as their sole compensation, , will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWL711NG OCCUP. N pN ( SO 3.5¢� �z�( EW MLIAccosLA� NON•RESID. 97.50 POWERAPPARATUS 8 SINGLE OLmET CIS. Ex. Op. OUTLET DR FIXTURES 20 @ 100 20 @ .50 FIXED APPLNS. OR Ex. Occup. ounETS RESID. E0. S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 175.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations:. ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section ,3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 2 115.00 30.10 Cooling 30.00 Hood 6.50 Ventilation 4 4.50 18.00 21-,.00 130,40 PERMIT FEE $ 1 14 Sit 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 worker ' compensation provisions of section 3700 of the Labor Code, I shall forthw(�h dom ly ith .those rovi Ions. X Date _ Signature-of-Applic�6At -" ne [3 Contractor ❑ Agen t An OSHA pe;4it is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.Byw Mobile Home Installation Fee $ Energy Inspection Fee 46.00 Occ R3 CONST. TYPE TOTAL FEE $ 4A , Nei FEES I sir+ FL D CDF PARCELS V PD HD ISSUE - V/ This permit is hereby issued under of the Butte County Code and/or indicated.above for which fees have ` PERMIT EXPIRES ON r the applicable provisions Resolutions to do work been paid. Da/te c �. (�l Date Receipt No. ��1% �() (_U WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ! ` r.+ � E.H. USE CAi4.Y 4 ./: Plot Plan Attech' Sant to B.D. M TO: Building Department FROM: Environmental Health Ua . SUBJECT: Sanitation Clearance D� Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance forOther .6olrm %IarrlE �_ Hold final for: -!:�,e1;e- et t-TiVigW ba Final` clearance O.K. for: NOTE: d f C/ 1 -).J- -� ' - Environmental Health Specialist 8/96 /z -G 2 - Date Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 0. >N (Ftev.12/96) APPLICATION AND PERMIT N� � �� ASSESSORPARCELNUMBER C 047-350-014 Dortion of" ZONING - BUILDINGPERMIT OWNER CPT ISTER STWE TELEPHONE O SO. FT. OCC. BUILDING VALUATION 2988 R 94-00 161,352 00 -4-0294 . OWNERS MAILING ADDR SS ' 4011 SPYGLASS CHTCO,o CONTRACTOR'S NAME N 0 TELEPHONE 1 628l CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $1839772.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 857.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 2-3-00 B R S ` 5INDRERG14T i Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NQ.� SUBDIVISIONS NAM PHEASANT S,A-171�V1T1 E PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15. Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ]] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: NSF 1,-7/ATTACHED 21 -RAGE MASTS;-: PLAN -."97-28Mobile Gas piping system 1 - 5 outlets 15.00 5, 00 Building sewer 15.00 15-00 Home I S I G I W 920.00 PERMIT FEE $ 192.00 ELECTRICAL PERMIT Fling Fee 20.00 600VMain Service 20.A OR LESS 23.00 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 isUI1 force and effect. _ In License Class Lic. No. 4'� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zooA TO tOooA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. S. S 3.5¢x..32,00 p6IDT MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FO(TUREs zo o 1.00 BAL @ .50 Ex. Occup. OflxUT ED rs�RE�ss ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 2 15.00 30.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worke ' com n ation provisio s of section 3700 of the Labor Code, I shall forth h om y ith ose rov' ions. X Date Signature of ppli t -vrow- nerl ❑ Contractor 13Agen An OSHA peYmit is require or excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee T46. 00 occ CONST. TYPE TO AL FEE $ lJ z. Es I D c0 P c O H SSUE 10 1 This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat a for which fees have been paid. B Date O� PERMIT EXPIRES ON bo/03, I Date ReceiptNo. .(), WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT vn� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 APPLICATION AND PERMIT :OM _ BUILDINGPERMIT ' ° E SO. FT. OCC. BUILDING VALUATION OWr,En ; MAS Iq SS COrrt n S r+AMA t / / TELEPr+ONE �I COAT RACrcns MAIL; ADOnESS CO,,StnvCTION LENDER -- -j _I _ ,f r.DCn S MA.UNG ADDRESS ARCrrTECT On ENGINEER UCErSE NO An CGOT ECT OR Et+GINEERS MAILNG AOORESS ABORESS LO n/ S11e01IS0.1 E )1D PARCEL MAP USEOFSTRUCTURE SF P/Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK \ew,0""'A,:dition ❑ Remodel/❑ Utilitiess 0 IInnstalllaatioon❑ Other ❑ Describe Work: �USIJ� 0/! 4 l "�%r� "PIT FEE PAID SRA . SN�.E UFF AAiIWNT RECEXWt> i $ . /n3.0D a $ 1 d , c/o *Ms" NVAMM .3q3 -? � i w TO IN PJr MTO COWV"A Receipt No. _ wHITE-D.D.S.•B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _Fireplace Total Valuation S Filin Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee I S I $ i 5 S 67 67,. Q� ELECTRICAL PERMIT I $ -- PERMIT FEE SQpj Main Service PLUMBING PERMIT ( Filing Fee: 20 C Each Trap ij�j 7.00' 11 x.00 Solar or heat pump water heater I I 23.001 Water piping _ _ 15.00, Each gas water heater or vent j ' ; 15 . 00' Gas piping system 1- 5 outlets j 15.001 /5:0 r-uilding sewer Mobile Home 15.00 T Mobile Home j S j G i W j I --- j 920.00' PERMIT FEE I S 1(-7 5-- Lk/ MECHANICAL PERMIT I Filing Fee ; 23 _ Heating iZ /S.[3L� ; _•� Cooling I a— i /00 _ �•� Hood I 6.50 .,5� Ventilation �aS -/:z D2 j f cam `• `� PERMIT FEE I S Mobile Home Installation Fee S _ Energy Inspection Fee SOC7 (,(J corgi. TY PE TO AL FEE $1 NAZ. .FEES I FLOOD I CO` I VEL l This permit is here y issued under the applicable pro-+is:c of the Butte County Code and/or Resolutions to do w= indicated above for which fees have been paid. /qqj,SD By Date PERMIT EXPIRES ON -- PERMIT FEE I S / L _6V ELECTRICAL PERMIT I I Fling Fee' 20.0 Main Service EOOV OR (ESS ( 200A OR LESS ) I 1 23.0 �J Main Service ( 200A TO 1000A ) I I 46,00: NEW CONST, OR ADONS. pWELLING OCCUP. ) i ( 6 ACC. BLDCS I 50 / 3. SC FT . ( � NW NON-RESID. LET \ ( BRANCMOIRCUITs / L a 7.50 @ ._ ' (PO•NER APPARATUS 6 SINGLE OUTLET CIR ) _ _ Ex. Occup. OUTLET OR FOCTURES ) j ( j ' Ex. Occup. FIXED APPU+S. OR ( OUTLETS (RES16.1 EA ) i I 5.00' Temporary Service I I 23.0012�j1C� Mobile Home Facilities i 20.00- Misc. Wiring I 23.00 _ PERMIT FEE I S 1(-7 5-- Lk/ MECHANICAL PERMIT I Filing Fee ; 23 _ Heating iZ /S.[3L� ; _•� Cooling I a— i /00 _ �•� Hood I 6.50 .,5� Ventilation �aS -/:z D2 j f cam `• `� PERMIT FEE I S Mobile Home Installation Fee S _ Energy Inspection Fee SOC7 (,(J corgi. TY PE TO AL FEE $1 NAZ. .FEES I FLOOD I CO` I VEL l This permit is here y issued under the applicable pro-+is:c of the Butte County Code and/or Resolutions to do w= indicated above for which fees have been paid. /qqj,SD By Date PERMIT EXPIRES ON -- '.tra . vt i �,.,�,�,�,�_ _ ` .r- s, .. . �.. .��.^t: � �- r..•y.; • � �... r'r r �• .� ,..,s-.:,.�...-r--" cam• ti,-.�f , a COUNTY .OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CAt95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �n'�S' "a ASSESSOR PARCEL NUMBER ` �� 1 LOMO v, i Proposed Building Use: ' `� `'ft o r(` Counter Technician: 1 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 by 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. I�- 4. Engineered truss details and layouts in duplicate. No faxes! eq5. 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) Ti ,down or foundation plans, all in duplicate. 1 1y1. 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 (fk8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -`heated and A/C Buildings...................................�Q 16. Sanitation and plot plan approval from the Environmental Health Department in G Y- / -(� a —T7�'/ 7 m ................. ........ .... ... California Department of Forestry plan approval (aid. Sent by..: . AlSvg .......... L4 —Z�DPlanning approval for (A) Use: O )L (B Parking Parcel ChNk: Air Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ - Letter of Signature authorization.................................................................... C9'027. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, El Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. .1 , I have been informe f the a ove 'ems nd requirements for obtaining a builZt Applicant: / Date/ �a / 1. Index permit application for. e above items numbered: 21 � Z 1 e6( h�Le�` 2. Additional items'required i-0 t7 , • ' _ D Contractor, designer, owner, as advised of the above data by phone, ❑ mail, ❑ *counter, by Date. Contractor, designer, owner, was advised of the abov ata bx ❑ phone, ❑ mail, ❑ count Date: .VL Plans reviewed by: MCI Date: r Plans approved by: ate: VL Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Cp li - Ypt1 If'OYn 14 -D ' W •�Z. Yellow: Building Division �, TO: . �ol Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location E.N. USE ONLY Plot Plan olitechad d FZcob Plan At2stic®d G.D. ..! AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -dwelling. Other 2cPrr�s-�: Hold final for: Final clearance O.K. for: Environmental Health Specialist -ENVIRONMENTAL HEALTH CLEARANCE 8/96 DATE Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVdLLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 , SCHEDULE OF FEES DUE OWNER. CAL'4/ r PROPOSED BUILDING USE N S ` 01 M `'" - U f Vk,. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................. $' J SCHOOL DISTRICT FEES (paid at District Office) A.P. # "l �"?� ✓� _(—I �fllM DATE RECEI'P`T # DATE REC.: 01.�.C�� q.ZO.6Z_ SHERIFF FEES (paid at Building Division) 3 Residential .................................... x $360.00 = $ c �'W w 363741 4 �Z i , ZOO Units Commercial (sq. ft.) ...................... Sq. ft. 4. URBAN AREA FEES Residential ............................ x # Units x $0.03 = $ t11I I L. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES CJ ' "LO 4?. Zo 'C)e_ 6 THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division)��—�� 8. WATER TENDER FEES (Battalion # ) Vk$200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE 3GIA A I 47.2 0 O� $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the pla the kin proces . APPLICANT Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from. the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nun, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 'h"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through, (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: Building Permit Number: () R - b 5 io Plans Examiner: Martha Christy le • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certifuate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including o)�qrhangs shall be clear of all easements. A setback ofm rom the side and ;j 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number: 0 Plans Examiner: Martha Christy S iii PLAN ScLS4ej,-- �%M69 P�za5c,44� Z, 3 W4 kirVjE ,rIVE � Bpi BUTTE CO. FIR'_ COPT• �; 1ESTRY [❑ approved as subrr Aced approved v4ith, con it1onS Signature OI J- aIp�1tel 1= , AND �C�U � A s J Y z Pip 1 , 00 Ld p' 1 -he aIZached _ -pir ameqts - Fages ^ s —4c/, — LIAdbank - Gj�L L(IGo -� Date _J Ldf TRZ SVj)r. AND LJNJ�E I'D z-u� 3D ...t O.ti - 3„_ CI CDF FIRE SAFE REQUIREMENTS / AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued / maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards rVI 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparte-cant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. ] 2. The length of vertical curves in roadways exclusive I of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [� 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�} 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�1 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of -3--, C1 IL 1 ' �7�3s^• � � t�� Oz -ods � � -��P AP # PERMIT # AME ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [, 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [] 1. Gate entrances shall be at least two feet wider than / the roadway it serves. /- 2. The gates must be located at least 30 feet from the I_ roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ['[] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre and larger shall provide a mini- - mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. T/� 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 t AP # PERMIT # NAME Other Requirements [�J If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials f� �o 2 - Date Signature Page 3 of 3 PLANNING DIVISION- BUILDING PLAN APPROVAL Use: COIL Date. U -2I-02 Parking: Landscaping:_— ��d Sc�vs�e� �°�►�5 S ii PUN L c) -T 2g W � � r)5ED 62es Environmental Health APR t t 2002 Chico, Califomia rRN61' lbt Laf )'9 z-vf 30 r7,6j 10 ' PSF RECORDING REQUESTED BY MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: David C. Isherwood Erint. Rewe- :&Ht-A.ace� 13992 'Lindbergh Circle Chico, CA 95973 201013—rb0325C3 Recorded Official Records CoBUTTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 21 -May -2003 1 REC FEE W. TAX 609. 1 t I Shauna 1 Page 1 of 2 Above This Line for Recorder's Use Only A.P.N.: 047-040-028 Order No.: CHIC Escrow No.:206081DMP GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $ 609.40 X ] computed on full value of property conveyed, or computed on full value less value of liens or encumbrances remaining at time of sale, ] unincorporated area; [ ]City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Schuster Homes Incorporated, a California corporation hereby GRANT(S) to David C. Isherwood and Erin R. Isherwood, husband and wife Community Property with right of survivorship the following described property in the unincorporated area, County of Butte State of California; See legal description attached hereto and made a part hereof. Schu r,a In orated, a California corporation By: ep J. Schuster, President Document Date: May 13, 2003 STATE OF CALIFORNIA COUNTY OF On - t 3� 3 personally appeared 4::_ personally known to me (or proved instrument and acknowledvo, the instrument the personWITNESS my hand ando -;SS e before .�?n the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on upon behalf of which the person(s) acted, executed the instrument. This area for official notarial seal. rz; DENISEM. PRICE Commission # 1341260 Q; -.;. Notary Public - California_ Butte County ,My Comm. Expires Jan 24, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below i-4 Order No. BU -206081 DMP Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 7, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002- 06300, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 047-740-028-000 PARCEL H: A NON-EXCLUSIVE EASEMENT FOR COMMUNITY SEWAGE TREATMENT AND DISPOSAL FACILITIES OVER COMMON AREA LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP. WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153.OF MAPS, AT PAGE(S) 41, 42 AND 43. �. D i is RECORDING REQUE, STED BY MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: David C. Isherwood Erin K. Rowe 13992 'Lindbergh Circle Chico, CA 95973 2fo103-1010325C-3 Recorded Official Records CaOf BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 21 -May -2003 I REC FEE W. I TAX 609. I t I I Shauna I Page 1 of 2 Above This Line for Recorder's Use Only A.P.N.: 047-040-028 Order No.: CHUC Escrow No.: 20608IDMP ` GRANT DEED ` THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $ 609.40 X ] computed on full value of property conveyed, or l computed on full value less value of liens or encumbrances remaining at time of sale, X ] unincorporated area; [ ]City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Schuster Homes Incorporated, a California corporation hereby GRANT(S) to David C. Isherwood and Erin R. Isherwood, husband and wife Community Property with right of survivorship the following described property in the unincorporated area, County of Butte State of California; See legal description attached hereto and made a part hereof. Schu r e In orated, a California corporation 13y: ep J. Schuster, President Document Date: May 13, 2003 STATE OF CALIFORNIA COUNTY OF On personally appeared 4-�— personally known to me (or proved instrument and acknowledged to the instrument the person(e o e WITNESS my hand an, ,o ci )SS -e ) before me.P iA i S e I� c� 1'r i t e f� the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on upon behalf of which the person(s) acted, executed the instrument. This area for official notarial seat. DENISEM. PRICE _Commission # 1341260 -ab Notary Public - California Butte County My Comm. Expires Jan 24, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below SITE PLAN REVIEW APPLICATION _,1j Date: i-1 - 2.5 — D2 AP# S �' G I L/ Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name: S C os—r&Q Owners Address: H O 1) S f y G CF� S 5 2 L7 _ CIA 1 L Q Z_ -A 01 5 9 Telephone No.: CL9 y _ Q lg ! Situs Address: LIN br�,eee-- C 1 2 , DoT 2g Proposed Use: Residential ID New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved A Conditionally Approved 9 Site Plan Stamped Approved By ❑ Resolve Problems Prior to Approval Date LA - 2'', 0 rt— Page 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) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attachyd) • Flood Zone: ly_ • Flood Panel No.: 03 2.0 Index Date: Li— 0-0 — (3rO ❑ 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/MuIberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: R Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Q Side Side Street Rear Z 3 Height 3 Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Ift Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ® NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) • Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 K Subdivision Map/Parcel Map: eAC-iaSPq,5( !>VI)(r S U 13 Unj 1 i Map Date of Recording: 2- (�;— (> `_ Lot: 'Z 8 ❑ Use Permit/lIvlinor Use Permit Permit Number: Book: 1 3 Page: y u Date of Approval: ❑ 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 on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified .arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 H 1G AS�4. � l�Ja jJ G-- yl��i3 NOTES: ALL WATER WELLS DRILLED IN AREAS OF KNOWN FLOOD HAZARDS MUST MEET THE CONSTRUCTION STANDARDS AS SET FORTH IN BUTTE COUNTY CODE 23B -9C. DEVELOPMENT OF LOTS 1 THROUGH 30 WILL REQUIRE CONNECTION TO THE COMMUNITY SEWER SYSTEM. LOT A IS TO BE HELD IN COMMON BY THE HOMEOWNERS ASSOCIATION FOR THE PURPOSE OF PROVIDING A COMMUNITY SEWAGE DISPOSAL SYSTEM. ALL DOMESTIC WELLS SHALL BE LOCATED A MINIMUM OF 5' FROM LOT SIDE LINES, 50' FROM SEPTIC TANKS AND PRESSURE SEWER LINES, 100' FROM STORM WATER DETENTION AREAS, AND 150' FROM THE COMMUNITY SEWAGE DISPOSAL AREA. LOT 7 IS A DESIGNATED COMMON AREA FOR THE REPAIR OR REPLACEMENT OF THE COMMUNITY SEWAGE DISPOSAL FACILITIES. A SEWAGE FACILITY EXPANSK?N AGREEMENT IS RECORDED UNDER RECORDER'S SERIAL NO.2 OO A - 000 X413 3 PROPERTY OWNERS AGREE TO BE INCLUDED AND PARTICIPATE IN ANY FUTURE CHICO AREA RECREATION DISTRICT FORMATION OF A LIGHTING AND LANDSCAPING DISTRICT FOR THE NEIGHBORHOOD PARK IDENTIFIED AS LOT B ON THIS MAP. rnAxl MV'r� 3\--ufs . covG-2raC,-(S ) S FLOOD ZONE A PER FLOOD INSURANCE RATE MAP 06007C03200 DATED 01-20-2000 !%/ / / �!�!�/' JCC//////.///!//'%��!///�!/!�!////�%/�/i%/��//%/!%:%/ PLANNING DIVISION- BUILDING PLAN APPROVAL Use: IL Date: Parking: Landscapng: Other, Z L 6-�/5' C4 Signature: 113 ��o 0 a� DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 /V�LpFE3SlO,y� � F N 028 a \CF CA1.�FD� PROJECT SCOPE: Page: 1 Job No: 3013 Date: April 2003 Isherwood Pool House PROVIDE ENGINEERING FOR A SINGLE -STORY WOOD FRAMED POOL HOUSE (RESIDENTIAL). DESIGN THE ROOF RAFTERS AND BEAM FRAMING AS WELL AS POST AND FOOTINGS AT SIGNIFICANT POINT LOADS. PERFORM A SEISMIC AND WIND ANALYSIS AND DESIGN THE ROOF DIAPHRAGM AND CHORDS. DESIGN THE STRUCTURAL WOOD PANEL SHEAR WALLS AND CHECK FOR NET OVERTURNING. DESIGN DATA: CALIFORNIA BUILDING CODE SEISMIC ZONE WIND SPEED WIND EXPOSURE CONCRETE COMPRESSIVE STRENGTH (fc) REINFORCING STEEL YIELD STRENGTH (fy) GLUE -LAMINATED BEAM COMBINATION SYMBOL: SIMPLE SPAN BEAMS CONTINUOUS AND CANTILEVERED BEAMS WOOD FRAMING SPECIES GRADING AGENCY ALLOWABLE SOIL BEARING PRESSURE ROOF LOADING (SLOPES, COMPOSITION ROOFING PLYWOOD FRAMING GYP BD CLG INSULATION MECH/ELEC/MISC 10:12, 8:12, & 2:12) DL = (10&8:12) LL = (2:12) LL = 2001 ED�ION ZONE 3 � 75 MPH EXPOSURE C 2500 PSI 60 KSI 24F -V4 24F -V8 DOUGLAS FIR LARCH WWPA 1000 PSF 2.5 PSF 1.7 PSF 3.5 PSF 2.8 PSF 0.7 PSF 1_8 PSF 13.0 PSF 16.0 PSF e),2 20.0 PSF BUTTE TE COUNTY BUILDING DEPARTMENT APP9�VE A aDDANIEL J. DOBBIE Page: 2 QProfessional Engineer Job No: 3013 20 Mayfair Drive Chico, CA 95973-0707 Date: April 2003 Phone/Fax (530) 345-4743 Isherwood Pool House - ROOF RAFTERS (10:12 PITCH) (SPAN 10') DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) 10.00 FT . RAFTER PITCH HEIGHT (P) (4:12, P=4) 10:12 SLOPE FACTOR (SF) 1.302 TRUE PURLIN LENGTH (L) 13.02 FT ROOF DEAD LOAD (DL) 13 PSF ROOF LIVE LOAD (LL) 16 PSF REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') 12 PSF TOTAL ROOF LOAD (TL) 25 PSF RAFTER SPACING (s) 16 IN UNIFORM TOTAL LOAD (wtl) 0.034 KLF RESULTANTS: END REACTION (R) 0.22 KIPS MAXIMUM BENDING MOMENT (M) 0.71 KIP FT TRIAL RAFTER SIZE: 2 x 8 #2 RAFTER DEPTH (d) 7.25 IN RAFTER RESISTIVE SHEAR (Vr) 0.688 KIPS RAFTER RESISTIVE MOMENT (Mr) 1.35 KIP FT MOMENT OF INERTIA (1) 47.63 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI EI VALUE (EI) 76208 KSI RAFTER VALUES: LOAD DURATION FACTOR (Cd) 1.25 ROOF MAXIMUM HORIZONTAL SHEAR (V) = R - wdl " d 0.20 KIPS ADJUSTED RESISTIVE SHEAR (Vr') = Cd " Vr 0.86 KIPS OK ADJUSTED RESISTIVE MOMENT (Mr') = Cd " Mr 1.69 KIP FT OK DEFLECTION: TOTAL LOAD DEFLECTION 0.286 IN SPAN/DEFLECTION RATIO (TL) L/ 516 OK ROOF RAFTERS: 2 x 8 # 2 @ 16" o.c. / aD DANIEL J. DOBBIE Page: 3 Professional Engineer Job No: 3013 20 Mayfair Drive Chico, CA 95973-0707 - Date: April 2003 Phone/Fax (530) 3454743 Isherwood Pool House ROOF RAFTERS (2:12 PITCH) (SPAN 11') DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) 11.00 FT RAFTER PITCH HEIGHT (P) (4:12, P=4) 2:12 SLOPE FACTOR (SF) 1.014 TRUE PURLIN LENGTH (L) 11.15 FT ROOF DEAD LOAD (DL) 13 PSF ROOF LIVE LOAD (LL) 16 PSF REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') 16 PSF TOTAL ROOF LOAD (TL) 29 PSF RAFTER SPACING (s) 16 IN UNIFORM TOTAL LOAD (wtl) 0.038 KLF RESULTANTS: END REACTION (R) 0.21 KIPS MAXIMUM BENDING MOMENT (M) 0.60 KIP FT TRIAL RAFTER SIZE: 2 x 8 #2 RAFTER DEPTH (d) 7.25 IN RAFTER RESISTIVE SHEAR (Vr) 0.688 KIPS RAFTER RESISTIVE MOMENT (Mr) 1.35 KIP FT MOMENT OF INERTIA (1) 47.63 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI EI VALUE (EI) 76208 KSI RAFTER VALUES: LOAD DURATION FACTOR (Cd) 1.25 ROOF MAXIMUM HORIZONTAL SHEAR (V) = R - wtl * d 0.19 KIPS ADJUSTED RESISTIVE SHEAR (Vr') = Cd * Vr 0.86 KIPS OK ADJUSTED RESISTIVE MOMENT (Mr') = Cd * Mr 1.69 KIP FT OK DEFLECTION: TOTAL LOAD DEFLECTION 0.175 IN SPAN/DEFLECTION RATIO (TL) L/ 1081 OK ROOF RAFTERS: 2 x 8 # 2 @ 16" o.c. aD DANIEL J. DOBBIE Page: 4 Professional Engineer Job No: 3013 20 Mayfair Drive Chico, CA 95973-0707 Date: April 2003 Phone/Fax (530) 345-4743 Isherwood Pool House SMALL ROOM RAFTER / CEILING JOIST CONNECTION FIND SHEAR BETWEEN RAFTER AND CEILING JOIST ROOF TOTAL LOAD (w) 0.029 KSF RAFTER/CLG JOIST SPAN (L) 13.00 FT RAFTER SPACING (Sr) 1.33 FT CEILING JOISTS SPACING (Sj) 1.33 FT RAFTER / CLG JOIST CONN SPACING (Sc) 1.33 FT ROOF SLOPE (4:12) (x) = 4 10 CONNECTION REACTION (R) (CONN SPCNG) 0.25 KIPS SHEAR BETWEEN RAFTER & CLG JOIST (V) 0.39 KIPS CONNECTION NAILING: (USE 16d SINKER NAILS) (NDS SEC 12.3.1) LOAD DURATION FACTOR (CD) 1.25 ROOF SIDE MEMBER SPECIES DOUGLAS FIR -LARCH MAIN MEMBER SPECIES DOUGLAS FIR -LARCH NAIL DIAMETER (D) 0.148 IN BENDING YIELD STRENGTH OF NAIL (Fyb) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fern) 4650 PSI THICKNESS OF SIDE MEMBER (ts) 1.5 IN PENETRATION MAIN MEMBER (p) 1.5 IN FACTOR (KD) 2.2 FACTOR (Re) = Fern/Fes 1 FACTOR (k1) 1.092 FACTOR (k2) 1.092 FIND LEAST YIELD MODE: MODE Is Z = 469 LBS MODE Illm Z = 171 LBS MODE Ills Z = 171 LBS MODE IV Z = 118 LBS GOVERNING MODE: MODE IV Z= 118 LBS PENETRATION DEPTH FACTOR (Cd): Cd = p / 12*D (< 1.0) 0.845 ADJUSTED LATERAL DESIGN VALUE: ALLOWABLE LOAD TO 16d SINKER NAIL (Z') 99 LBS NUMBER OF NAILS REQUIRED (N) = T / (Z' * CD) 3.2 NAILS USE: 4 -16d SINKER NAILS SMALL ROOM RAFTER / 4 -16d SINKER NAILS CLG JOIST NAILING: @ 16" o.c. DANIEL J. DOBBIE Page: 5 Q rz Professional Engineer Job No: 3013 20 Mayfair Drive Chico, CA 95973-0707 Date: April 2003 Phone/Fax (530) 345-4743 Isherwood Pool House WASH AREA ROOF BEAMS SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 10 FT TRIBUTARY ROOF WIDTH (Wr) 5.67 FT ROOF DEAD LOAD (RDL) 13 PSF ROOF LIVE LOAD (RLL) 16 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.074 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.091 KLF UNIFORM BEAM DEAD LOAD (UBDL) 0.025 KLF TOTAL UNIFORM LOAD (TUL) 0.189 KLF RESULTS: MAXIMUM REACTION (Rmax) 0.95 KIPS MAXIMUM BENDING MOMENT (Mmax) 2.4 KIP FT TRIAL SIZE: 6 x 8 #1 BEAM DEPTH (d) 7.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 193.3 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.33 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 5.8 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.83 KIPS FINAL RESISTIVE SHEAR (Ve) Ve = Vr * Cd 2.91 KIPS OK VOLUME FACTORS (Cv) 1.121 NOT APPL Cv = k(12/d)".1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd' 7.3 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.138 IN DEFLECTION/SPAN RATIO L / 871 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.072 IN CAMBER (C) C = Ddl * 1.25 0.090 IN NA WASH AREA BEAMS: 6x8#1 X aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 GREAT ROOM RIDGE BEAM SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM BEAM DEAD LOAD (UBDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) Page: 6 Job No: 3013 Date: April 2003 Isherwood Pool House 29 FT 10 FT 13 PSF 14 PSF 0.130 KLF 0.140 KLF 0.035 KLF 0.305 KLF 4.42 KIPS 32.1 KIP FT TRIAL SIZE: BOISE CASCADE 3 1/2" x 18" VERSALLAM BEAM DEPTH (d) 18 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 1701 IN^4 MODULUS OF ELASTICITY (E) 2000 KSI RESISTIVE SHEAR BASE VALUE (Vr) 11.97 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 42.157 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 3.97 KIPS FINAL RESISTIVE SHEAR (Vr) Vr = Vr * Cd 14.96 KIPS OK VOLUME FACTORS (Cv) '0.966 Cv = k(12/d)".1 * (5.125/b)^.1 * (21 /L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd'*Cv 50.9 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 1.427 IN DEFLECTION/SPAN RATIO L / 244 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.772 IN / CAMBER (C) C = Ddl * 1.25 0.965 IN N� GREAT ROOM BOISE CASCADE 3 1/2" x 18" VERSALLAM ,,,�� RIDGE BEAM: DANIEL J. DOBBIE Page: 7 Q Q Professional Engineer Job No: 3013 20 Mayfair Drive 2rrl Chico, CA 95973-0707 Date: April 003 Phone/Fax (530) 345-4743 Isherwood Pool House PORCH BEAMS SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 11 FT TRIBUTARY ROOF WIDTH (Wr) 7 FT ROOF DEAD LOAD (RDL) 13 PSF ROOF LIVE LOAD (RLL) 20 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.091 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.140 KLF UNIFORM BEAM DEAD LOAD (UBDL) 0.025 KLF TOTAL UNIFORM LOAD (TUL) 0.256 KLF RESULTS: MAXIMUM REACTION (Rmax) 1.41 KIPS MAXIMUM BENDING MOMENT (Mmax) 3.9 KIP FT TRIAL SIZE: 6 x 10 #1 BEAM DEPTH (d) 9.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 392.9 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.96 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 9.3 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 1.21 KIPS FINAL RESISTIVE SHEAR (Vr) Vr = Vr * Cd 3.70 KIPS OK VOLUME FACTORS (Cv) 1.084 NOT APPL Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr"Cd' 11.6 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.134 IN DEFLECTION/SPAN RATIO L / 984 OK DEAD LOAD DEFLECTION (Ddl) DO = Dt * DL/TL 0.061 IN CAMBER (C) C = Ddl * 1.25 0.076 IN NA PORCH BEAMS: 6 x 10 #1 Z/ A D DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 8 Job No: 3013 Date: April 2003 Isherwood Pool House HEADER BEAM UNDER GREAT ROOM RIDGE BEAM DESIGN DATA: MAX SPAN LENGTH (L) 4.5 FT TRIBUTARY AREA (Atrib) 145 SQ FT LIVE LOAD (LL) 16 PSF DEAD LOAD (DL) 13 PSF TOTAL LOAD (TL) 29 PSF BEAM (wb) 0.035 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>L/2) 0 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.035 KLF UNIFORM LIVE LOAD (wll) 0.000 KLF TOTAL UNIFORM LOAD (wtl) 0.035 KLF CONCENTRATED LOAD MIDSPAN (Pms)=4.42*.325/.305 4.71 KIPS RESULTS: RIGHT REACTION (Rr) 2.43 KIPS LEFT REACTION (RI) 2.43 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 2.25 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.0 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 0.1 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 5.3 KIP FT TOTAL BENDING MOMENT (Mtot) 5.4 KIP FT TRIAL SIZE: 6 x 10 #1 BEAM DEPTH (d) 9.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 392.9 IN^4 ALLOWBLE BENDING STRESS (Fb) 1.300 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.96 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 9.3 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 2.41 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 3.70 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)".1 * (21/L)".1 k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 1.138 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.186 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.292 COMPOSITE VOLUME FACTOR (Cv') 1.291 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd * Cv 15.0 KIP FT UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)".5 5.9 FACTOR (lu / d) 5.7 EFFECTIVE LENGTH (le) le = 2.06 lu i 111 IN FACTOR (KbE) (VISUALLY GRADED) 0.438 FACTOR (FBe) FBe = KbE*E/RB^2 22.568 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") 15.0 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 0.000 IN DEFLECTION DUE TO Pms (Dms) 0.022 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.022 IN DEFLECTION/SPAN RATIO L/ 2421 HEADER BEAM UNDER RIDGE: 6 x 10 #1 OK OK <7 OK 1 DANIEL J. DOBBIE Page: 9 QQ Professional Engineer Job No: 3013 20 Mayfair Drive r Date: A Chico, CA 95973-0707 pit 2003 Phone/Fax (530) 345-4743 Isherwood Pool House SAWN WOOD POST (FULL HT.) AT RIDGE BEAM DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 16.00 FEET EFFECTIVE LENGTH (le) 192 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 5.5 INCHES le/d RATIO 34.91 4 x 6 POST CROSS SECTIONAL AREA (A) 19.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 393.9 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.355 KSI ALLOWABLE POST LOAD (Pa) 6.83 KIPS ACTUAL POST LOAD (Pac) 4.42 KIPS NEW POSTS: 4 x 6 #1 FOOTING AT RIDGE BM. FULL HT. POST DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH ft) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: 3.5 KIPS DEAD POINT LOAD (Pdl) 2.39 KIPS LIVE POINT LOAD (PII) 2.03 KIPS TOTAL POINT LOAD (Ptl) 4.42 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 4.42 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 2.10 FT USE SQUARE FOOTING SIZE: 2.50 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 3.3 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 3.5 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.088 KSF ULTIMATE MOMENT (Mu) 2.1 KIP FT REINFORCING STEEL RATIO (p) 0.00022 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00029 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.074 IN^2 USE: 2 - #4 EACH WAY, As = 0.40 IN^2 / POST FOOTINGS: 2'- 6" SQUARE x 12" THK. W/ 2- #4 EACH WAY aD DANIEL J. DOBBIE Page: 10 Professional Engineer Job No: 3013 20 Mayfair Drive Chico, CA 95973-0707 Date: April 2003 Phone/Fax (530) 345-4743 Isherwood Pool House SAWN WOOD POSTS AT WASH AREA BEAMS DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.00.0 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 8.67 FEET EFFECTIVE LENGTH (le) 104.04 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 5.5 INCHES le/d RATIO 18,92 2 x 6 POST CROSS SECTIONAL AREA (A) 8.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 1341.4 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.782 KSI ALLOWABLE POST LOAD (Pa) 6.45 KIPS ACTUAL POST LOAD (Pac) 0.95 KIPS NEW POSTS: 2 x 6 #2 TRIMMER FOOTINGS AT WASH AREA BEAMS DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (f c) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: 0.8 KIPS DEAD POINT LOAD (Pdl) 0.50 KIPS LIVE POINT LOAD (PII) 0.45 KIPS TOTAL POINT LOAD (Ptl) 0.95 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 0.95 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 0.97 FT USE SQUARE FOOTING SIZE: 2.00 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 0.7 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 0.8 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 0.366 KSF ULTIMATE MOMENT (Mu) 0.4 KIP FT REINFORCING STEEL RATIO (p) 0.00005 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00006 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.013 IN^2 USE: NO REINF., CONC. TAKES SHEAR POST FOOTINGS: 2'- 0" SQUARE x 12" THK. W/NO REINF. aD DANIEL J. DOBBIE Page: 11 Professional Engineer Job No: 3013 20 Mayfair Drive Chico, CA 95973-0707 Date: April 2003 Phone/Fax (530) 345-4743 Isherwood Pool House SAWN WOOD POSTS AT PORCH BEAMS DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fee) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 8.17 FEET EFFECTIVE LENGTH (le) 98.04 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 5.5 INCHES le/d RATIO 17.83 6 x 6 POST CROSS SECTIONAL AREA (A) 30.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 1510.6 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.812 KSI ALLOWABLE POST LOAD (Pa) 24.55 KIPS ACTUAL POST LOAD (Pac) 2.82 KIPS NEW POSTS: 6 x 6 #1 FOOTING AT RIDGE BM. FULL HT. POST DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: 2.6 KIPS DEAD POINT LOAD (Pdl) 1.28 KIPS LIVE POINT LOAD (PII) 1.54 KIPS TOTAL POINT LOAD (Ptl) 2.82 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 2.82 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 1.68 FT USE SQUARE FOOTING SIZE: 2.00 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 1.8 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 2.6 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.103 KSF ULTIMATE MOMENT (Mu) 1.1 KIP FT REINFORCING STEEL RATIO (p) 0.00014 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00019 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.038 IN^2 USE: NO REINF., CONC. TAKES SHEAR POST FOOTINGS: 2'- 0" SQUARE x 12" THK. W/ NO REINF. .1 aD DANIEL J. DOBBIE Page: 12 Professional Engineer Job No: 3013 20 Mayfair Drive Chico, CA 95973-0707 Date: April 2003 Phone/Fax (530) 345-4743 Isherwood Pool House SEISMIC ANALYSIS SEISMIC FACTOR: V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE A CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD SEISMIC COEFFICIENT (Ca): 0.36 OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR ( 3.0 " Ca / R) = 0.1964 x W BUILDING MASS (W): ROOF: (682*1.414+750) *.013 = 22.29 KIPS INT WALLS: .008 * 12.75/2 * 25 = 1.28 KIPS EXT WALLS: .010 * 12.25/2 * 50 * 2 = 6.13 KIPS TOTAL 29.70 KIPS SEISMIC LOAD (Vs): 5.83 KIPS SEISMIC LOAD FOR ALLOWABLE WORKING STRESS: 4.17 KIPS REDUNDANCY FCTOR (p): = 2 - 20 / (rmax * Ab^0 5) 0.95 <1 USE: 1 TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 4 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 1.28 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 5.83 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 0.55 GROUND FLOOR AREA (Ab) 1210 FT^2 AMPLIFICATION FACTOR (omega) 2.8 WIND ANALYSIS WIND PRESSURE (P): P = Ce " Cq " qs " Iw WIND EXPOSURE: C EXPOSURE WIND SPEED: 75 MPH MAXIMUM HEIGHT OF STRUCTURE (H): 18.5 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Ce) ABOVE GRADE (FT) 40'- 60' h1 = 0 0.84 0.00 30'- 40' h1 = 0 1.31 0.00 25'- 30' 112 = 0 1.23 0.00 20'- 25' h3 = 0 1.19 0.00 15'- 20' 114 = 3.5 1.13 3.96 0'- 15' h5 = 15 1.06 15.90 TOTAL h'= 18.5 TOTAL (hce') = 19.86 FINAL FACTOR (Ce'): Ce' = (h Ce') / h' 1.073 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 20.93 PSF AREA OF WIND LOADING: BUILDING WIDTH (Wb) (AT GROUND LEVEL): 50 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 9 FT AREA OF EXPOSURE (Ae): 694 SQ FT ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): 469 SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 21.01 PSF WIND LOADING (Vw): 9.85 KIPS WIND GOVERNS DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 13 Job No: 3013 Date: April 2003 Isherwood Pool House SEISMIC ANALYSIS FOR ELEMENTS OF STRUCTURES DESIGN FOR BALLON FRAMING SEISMIC FACTOR: Fp = (ap*Ca*Ip/Rp*(1 + 3*hx/hr)) * Wp SEISMIC ZONE: ZONE 3 COMPONENT AMPLIFICATION FACTOR (ap) 1.00 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 SOIL PROFILE TYPE (S): SEISMIC COEFFICIENT (Ca): SEISMIC IMPORTANCE FACTOR (Ip) COMPONENT RESPONSE MODIFICATION FACTOR (Rp) ELEMENT HEIGHT (hx) STRUCTURE ROOF ELEVATION (hr) SEISMIC FACTOR (Fp) = (ap*Ca*Ip/Rp*(1+3*hx/hr)) MINIMUM' Fp VALUE (Fpmin) = 0.7*Ca*Ip MAXIMUM REQUIRED Fp VALUE (Fpmax) = 4*Cp*Ip ELEMENT MASS IWO: EXT WALLS: TOTAL SEISMIC LOAD (Vs) = FP*WP SEISMIC LOAD FOR ALLOWABLE WORKING STRESS: TYPE 0.36 1.00 3.0 9.00 18.00 0.300 0.252 1.440 A KM SD FT FT x Wp x Wp x Wp 0.0100 KSF 0.0100 KSF 0.0030 KSF 0.0021 KSF WIND ANALYSIS FOR ELEMENTS OF STRUCTURES WIND PRESSURE (P): P = Ce* Cq * qs * Iw WIND EXPOSURE: WIND SPEED: MAXIMUM HEIGHT OF STRUCTURE (H): COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Cel ABOVE GRADE (FT) 40'- 60' h1 = 0 0.95 30'-40' h1 = 0 1.31 25'- 30' h2 = 0 1.23 20'- 25' h3 = 0 1.19 15'-20' h4= 3 1.13 0'-15' h5= 15 1.06 TOTAL h'= . 18 TOTAL (hCe') _ FINAL FACTOR (Ce'): Ce' = (h Ce') / h' PRESSURE COEFFICIENT (Cq): (WALL ELEMENTS) WIND STAGNATION PRESSURE (qs): WIND IMPORTANCE FACTOR (Iw): C EXPOSURE 75 MPH 18 FT 0.00 0.00 0.00 0.00 3.39 15.90 19.29 1.072 1.2 15 PSF 1.00 WIND LOAD (P): 19.3 PSF WIND GOVERNS / aD DANIEL J. DOBBIE Page: 14 Professional Engineer Job No: 3013 20 Mayfair Drive Chico, CA 95973-0707 Date: April 2003 Phone/Fax (530) 345-4743 Isherwood Pool House DIAPHRAGMS & CHORDS ROOF DIAPHRAGM: LOAD TO GREAT ROOM SUBDIAPH. (Vr)=.021*415 8.72 KIPS DIAPHRAGM WIDTH (W): 20 FT DIAPHRAGM LENGTH (L) 29 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.218 KLF ALLOWABLE UNIT SHEAR (va): (CASE 1) 0.240 KLF ROOF DIAPHRAGM: 15/32" APA RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d COMMON @ 6" O.C. ROOF CHORD FORCES: FIELD NAIL = 8d COMMON @ 12" ox. MAXIMUM CHORD FORCE (C=T): C = T = Vr*LI(8"W) 1.58 KIPS TOP WALL PLATE SPLICE: (TOP WALL PLATE CHORDS) TOP WALL PLATE 2 - 2 x 6 #2 CROSS SECTIONAL AREA (1 - 2 x 6) 8.25 IN^2 ALLOWABLE TENSION PARALEL TO GRAIN (Ft) 0.575 KSI LOAD DURATION FACTOR (CD) 1.33 SIZE FACTOR (Ct) 1.3 ADJUSTED ALLOWABLE TENSION (Ft') 0.994 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 8.20 KIPS TOP WALL PLATE NAILING: (USE 16d SINKER NAILS) (NDS SEC 12.3.1) SIDE MEMBER SPECIES DOUGLAS FIR -LARCH MAIN MEMBER SPECIES DOUGLAS FIR -LARCH NAIL DIAMETER (D) 0.148 IN BENDING YIELD STRENGTH OF NAIL (Fyb) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fem) 4650 PSI THICKNESS OF SIDE MEMBER (ts) 1.5 IN PENETRATION MAIN MEMBER (p) 1.5 IN FACTOR (KD) 2.2 FACTOR (Re) = Fem/Fes 1 FACTOR (k1) 1.092 FACTOR (k2) 1.092 FIND LEAST YIELD MODE: MODE Is Z= 469 LBS MODE Illm Z= 171 LBS MODE Ills Z= 171 LBS MODE IV Z= 118 LBS GOVERNING MODE: MODE IV Z =' 118 LBS PENETRATION DEPTH FACTOR (Cd): Cd=p/12"D (<1.0) 0.845 ADJUSTED LATERAL DESIGN VALUE: ALLOWABLE LOAD TO 16d SINKER NAIL (Z') 99 LBS NUMBER OF NAILS REQUIRED (N) = T / (Z' * CD) 12 NAILS USE: 16 -16d SINKER NAILS TYPICAL ROOF DIAPHRAGM 2 - 2 x 6 #2 TOP WALL PLATES CHORDS: 4'- 0" MIN. LAP AT SPLICES W/ 16 -16d SINKER NAILS BETWEEN SPLICES OK 0 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 15 Job No: 3013 Date: April 2003 Isherwood Pool House SHEAR WALL AT GREAT ROOM SOUTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.72/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.36 KIPS PANEL SIZES: HEIGHT WIDTH P1: 12.25 FT 20.00 FT TOT WIDTH = 20.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.218 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" O.C. PANEL P1 DATA: PANEL WIDTH (W): 20 FT PANEL HEIGHT (H): 12.25 FT TOTAL SHEAR RESISTED BY PANEL (V): 4.36 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.162 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 53.4 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 21.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 31.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.83 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.59 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT 0.60 KIPS MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION 37 " o.c. USE: 36 J aD DANIEL J. DOBBIE Page: 16 Professional Engineer Job No: 3013 20 Mayfair Drive Chico, CA 95973-0707 Date: April 2003 Phone/Fax (530) 345-4743 Isherwood Pool House SHEAR WALL AT SMALL ROOM/WASH AREA SOUTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 0.021"200/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.10 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 16.50 FT TOT WIDTH = 16.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.127 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 16.5 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.10 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.141 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 12.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 12.8 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.33 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT 0.60 KIPS MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION 37 " o.c. USE: 36 i 9 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 17 Job No: 3013 Date: April 2003 Isherwood Pool House SHEAR WALL AT WASH AREA NORTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 4.17 * 414/1714 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.00 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.75 FT 3.00 FT P2: 10.75 FT 3.00 FT TOT WIDTH = 6.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.167 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 3 FT PANEL HEIGHT (H): 10.75 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.50 KIPS DOES WIND OR SEISMIC GOVERN?. SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.236 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 5.4 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 1.1 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 4.3 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.15 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.44 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT 0.60 KIPS MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION 37 " o.c. USE: 36 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 18 Job No: 3013 Date: April 2003 Isherwood Pool House SHEAR WALL AT SMALL ROOM NORTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 0.021"220/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.31 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.50 FT ° 3.00 FT P2: 10.50 FT 3.00 FT TOT WIDTH = 6.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.385 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 6", FIELD NAIL @ 12" '' 4x FRMG AT ABUTTING PANEL EDGES,.2x SILL PL PANEL P1 DATA: PANEL WIDTH (W): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ALLOWABLE UPLIFT SIMPSON 'PHD5' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION WIND YES 3 FT 10.5 FT 1.16 KIPS 0.17 KLF 0.00 KIPS 0.00 KIPS 0.00 KIPS 12.1 KIP FT 0.5 KIP FT 11.6 KIP FT 4.38 KIPS -3.87 KIPS 4.685 KIPS 4.42 KIPS 2x SILL PL 0.60 KIPS 10 " o.c. HD REQ'D OK OK USE: 10 aD DANIEL J. DOBBIE QQ Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 19 Job No: 3013 Date: April 2003 Isherwood Pool House SHEAR WALL AT GREAT ROOM NORTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.72/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.36 KIPS PANEL SIZES: HEIGHT WIDTH P1: 14.33 FT 4.50 FT P2: 14.33 FT 4.50 FT TOT WIDTH = 9.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.484 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 6", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGES, 2x SILL PL PANEL P1 DATA: PANEL WIDTH (w): 4.5 FT PANEL HEIGHT (H): 14.33 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.18 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.162 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 31.2 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.1 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 30.1 KIP FT LEFT DOWN LOAD REACTION (Rd): 7.43 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -6.70 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD8' ON 2 - 2x 6.73 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR 10.1 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT 0.60 KIPS MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION 10 " O.C. USE: 10 I DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 20 Job No: 3013 Date: April 2003 Isherwood Pool House SHEAR WALL AT.GREAT ROOM EAST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 0.021*190/2 TOTAL SHEAR COLLECTED TO WALL LINE (V):. 2.00 KIPS PANEL SIZES: I HEIGHT WIDTH ZJ P1: 9.33 FT 17.00 FT TOT WIDTH = 17.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.118 KLF ALLOWABLE UNIT SHEAR (va): '0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 17 ,FT PANEL HEIGHT (H): 9.33 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.00 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.185 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 18.7 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 17.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 0.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.19 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.05 KIPS NEGL NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT 0.60 KIPS / MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION 37 " o.c. USE: 36 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 21 Job No: 3013 Date: April 2003 Isherwood Pool House SHEAR WALL AT GREAT ROOM WEST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 0.021*(190+153)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.60 KIPS , PANEL SIZES: HEIGHT WIDTH ✓/ P1: 9.33 FT 7.50 FT TOT WIDTH = 7.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.480 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 6", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGES, 2x SILL PL PANEL P1 DATA: PANEL WIDTH (W): 7.5 FT PANEL HEIGHT (H): 9.33 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.60 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.185 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 33.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 3.5 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 30.1 KIP FT LEFT DOWN LOAD REACTION (Rd): 5.40 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -4.02 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD6' ON 2 - 2x 4.685 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT 0.60 KIPS MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION 10 " o.c. USE: 10 / DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 22 Job No: 3013 Date: April 2003 Isherwood Pool House SHEAR WALL AT SMALL ROOM EAST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 0.021*(153+120)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.87 KIPS ' PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 4.00 FT TOT WIDTH = 4.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.718 KLF ALLOWABLE UNIT SHEAR (va): 0.730 KLF Z SHEAR WALL: 3/8" APA RATED STRUCT I, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 2", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGES, 4x SILL PL PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.87 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.165 KLF APPLIED LEFT DOWN LOAD (Pid): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 25.8 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.9 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 25.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 6.90 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -6.24 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD8' ON 2 - 2x 6.73 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR 10.1 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 4x SILL PL ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT 0.88 KIPS / MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION 19 " O.C. USE: 18 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 23 Job No: 3013 Date: April 2003 Isherwood Pool House SHEAR WALL AT SMALL ROOM WEST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 0.021"120/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.26 KIPY PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 17.00 FT TOT WIDTH = 17.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.074 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 17 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.26 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.226 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 11.3 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 21.8 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.84 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 5/8" ANCHOR BOLT 0.60 KIPS MAXIMUM SPACING AT 5/8" BOLTS TO FOUNDATION 37 " o.c. USE: 36 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 24 Job No: 3013 Date: April 2003 Isherwood Pool House WIND LOAD KING STUD NEXT TO TRIMMER UNDER RIDGE BEAM FULL HEIGHT SPAN, ROOF DEAD LOAD, W/ WIND LOADING DESIGN DATA: MAXIMUM STUD HEIGHT (L) TRIBUTARY WALL WIDTH (s) 1/2 ROOF LIVE LOAD (.5LL) ROOF DEAD LOAD (DL) EFFECTIVE TRIBUTARY ROOF WIDTH AXIAL LOAD (INCL 1/2 WT. OF WALL) (INCLUDE RIDGE LO WIND LOAD UNIFORM WIND LOAD (wl) RESULTS: 18 FT 48 IN 7 PSF 18.4 PSF 109 FT 3.13 KIPS 0.0193 KSF 0.077 KLF MAXIMUM BENDING MOMENT (WIND LOAD) (M) 3.13 KIP FT MAXIMUM AXIAL LOAD (MIDHEIGHT) (P) 3.1IPS TRIAL STUD SIZE: BOISE CASCADE 3 1/2" x 5 1/2" VERSALLAM SECTION MODULUS (S) 17.65 IN"3 MOMENT OF INERTIA (1) 48.53 IN^4 ALLOWABLE BENDING STRESS (Fbl) 2.8 KSI SIZE FACTOR (Cf) 1.0 STUD AS COLUMN: COMPRESSION PARALLEL TO GRAIN (Fc) 3.000 KSI MODULUS OF ELASTICITY (E) 2000000 PSI NDS SEC 3.7.1 SIMPLE SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) COLUMN DESIGN DATA: EFFECTIVE LENGTH (le) LEAST POST DIMENSION (d) (UNSUPPPORTED) le/d RATIO 3 - 2 x 6 POST CROSS SECTIONAL AREA (A) COLUMN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) ALLOWABLE POST LOAD (Pa) STUD IN UNIAXIAL BENDING: ACTUAL BENDING STRESS (fbl) LOAD DURATION FACTOR (Cd) (WIND) REPEDITIVE MEMBER FACTOR (Cr) ADJUSTED ALLOWABLE BENDING STRESS (Fbl') UNITY EQUATION PER NDS SEC 3.9.2 DEFLECTION: WIND LOAD DEFLECTION SPAN/DEFLECTION RATIO 1.0 216 IN 5.5 IN 39.27 24.75 SQ IN 389.0 0.378 KSI 9.36 KIPS 2.126 KSI 1.6 1.0 4.480 KSI 0.81 <1 OK 1.879 IN L/ 115 OAC KING STUD NEXT TO BOISE CASCADE 3 1/2" x 5 1/2" VERSALLAM TRIMMER UNDER RIDGE BM: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0_ l (Sol pEX E.H. USE ONLY Pilot Plan Anechod Floor Man Anechad sent to 8.1) IA - 0f/7 - 7 Owner Location, AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ✓ Clearance ford- �. Other X Z '6 7ear HoldAnai for: Final clearance O.K. for: NOTE: G �zz-v393 / 7 —a—�- Environ ent Health Specialist Date 8/96 fn m4 CD06 QD � t f I�y APPROVED Butte County Environmental Health 3 Date Signature Ljr-.F�! TH 1,1 PA% EE JUL 14 &."3 CKICO, CALIFORNIA /00 - 11 - Department ®f Development Services ® ® Building Divisi®n 7 County Center Drive -V - Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Constructi®n Requirements IMPORTANT . This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999 National Electrical Code (1999 N.E.C.) The following items, are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUMEM ENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door.. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (ITBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide''Y2"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) ' Page 1 of 2 Owners Name: oc' l U 6�br Building Permit Number: 0 ,-�5- 100 / Plans Examiner: Martha Christy 509, U.B.C.) • Veneer per Ch 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation —required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. S. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear operable height of 24" and a minimum net clear operable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow =Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the 100 -year flood elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square ' inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100 -year flood elevation must be of fire-resistant material. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the r \ attached CDF fire safe requirements will be necessary. ® All structures andequi meat including overhangs shall be clear of all easements. A setback of0h 0 %rn the side and '30 from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: 5ch u6k r Building Permit Number: �9_0 Plans Examiner: Martha Christy M CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Isherwood Pool House Date..04/24/03 14:33:47 Project Address........ Lot 28 Pheasant Landing 3******* Chico *v6.01* -Documentation Author... Marty Runnells ******* Buil in er t # Energy Calculation Services 0 1907 Mangrove Avenue, Suite E Plan Check Date W Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone. 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03126S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal GENERAL INFORMATION Conditioned Floor Area..... 975 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 23.1 % of floor area Average Glazing U -factor... 0.38 Btu/hr-sf-F Average Glazing SHGC....... 0.38 Average Ceiling Height..... 11 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT, LEFT BACK, RIGHT Door n/a R-0 R-n/a R-0 0.330 FRONT Wall n/a R-13 R-n/a R-13 0.088 TO H2O CLOSET Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULT S1abEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR SlabEdge n/a R-0 R-n/a F2=0.510 TO H2O CLOSET FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (N) 13.5 0.350 0.350 Standard Standard Yes Window Front (N) 13.5 0.350 0.350 Standard Standard Yes Door Front (N) 10.0 0.550 0.650 Standard Standard Yes Window Front (N) 8.6 0.350 0.350 Standard Standard Yes Window Front (N) 8.6 0.350 0.350 Standard Standard Yes Window Front (N) 18.0 0.350 0.350 Standard Standard None Window Front (N) 50.3 0.400 0.400 Standard Standard None Window Front (N) 18.0 0.350 0.350 Standard Standard None Window Left (E) 18.0 0.350 0.350 Standard # rSt,arfda*rd# �, None Window Left (E) 18.0 0.350 0.350 Standard gSt�arida°rdw None Window Back (S) 8.6 0.350 0.350 Standard�A, tarz.a,d None Window Right (W) 40.0 0.400 0.400 Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Pro-iect Title...... _ _ _ _ TghPrwnnr3 T)nnl uniiac n -,t-- nn /nn /nn , n _nn A- MICROPAS6 v6.01 File -031265 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal Equipment Type Gas ACSplit -Tank Type Storage ■ SLAB SURFACES Slab Type Standard Slab HVAC SYSTEMS Area (sf) 975 Refrigerant Tested ACOA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0.800 AFUE n/a Attic R-4.2 No No Setback 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 .6 50 R- n/a REMARKS Zi CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Isherwood Pool House Date..04/24/03 14:33:47 MICROPAS6 v6.01 File -031265 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DE IGR or ER Name.... 1 7 Name.... Company. s Company. Address. Address. Phone... License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate Phone... DOCUMENTATION AUTHOR Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Signed. . ate R yY p � 4ul 7 "� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Isherwood Pool House Date..04/24/03 14:33:47 Project Address........ Lot 28 Pheasant Landi 3******* n Chico *v6.01* -Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Che Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone. ... •11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standardq h17 F.narnnmr. T- MICROPAS6 v6.01 File -03126S Wth-CTZllS92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce - *150(a): Minimum R-19 ceiling insulation, er ✓ ment 150(b): Loose fill insulation manufacturer's labeled R -Value. —4 *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors. NA 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. �'�A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints V/ and penetrations caulked and sealed. -150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 6/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N��} 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and � control;;,; �..�A, 2. No continuous burning gas pilots allowed. w ,,�an�,�-� � , „; ��✓. F of � r" y I MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Isherwood Pool House Date..04/24/03 14:33:47 7User MICROPAS6 v6.01 File -03126S Wth-CTZ11S92 Program -FORM MF -1R #-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission, 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter fieat'er P "' for future solar heating. �� G b. Cover for outdoor pools or outdoor spas—,F,K,a�fi i�if' 3. Pool system has directional inlets and aduatrr°'' pump time switch. '"' 3 a� 115: Gas-fired central furnaces, pool heaters, sp,heaers or ;r household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title .......... T.qhr-rwnnr1 Dnnl u,•,,,� o MICROPAS6 v6.01 File -031265 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal P—LuL i.iyht mxceprion: Non -electrical cooking appliances with pilot < 150 Btu/hr). f LIGHTING MEASURES Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. L COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Isherwood Pool House Date..04/24/03 14:33:47 Project Address........ Lot 28 Pheasant Landin 3******* Chico g *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone.... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enere mn_ Tnn MICROPAS6 v6.01 File -03126S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating. ....... Total Standard Design 25.55 15.12 21.64 62.31 Proposed Design 26.81 16,94 18.49 62.24 Compliance Margin -1.26 -1.82 3.15 0.07 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 975 sf Building Type.............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 10711 cf 975 sf 23.1 % of floor area 0.38 Btu/hr-sf-F 0.38 11 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE� ��— .i 3 r g 4 Residence 975 10711 1.00 Yes Setbackcn r 2 0 -Sta .dard-n.R-No ■ S COMPUTER METHOD SUMMARY Page 2 C -2R Project Title .......... Isherwood Pool House Date .. 04 /24 /n'� 14-1-4-A7 MICROPAS6 v6.01 File -031265 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal Surface HOUSE 1 Wall 2 Door 3 Wall 4 Wall 5 Wall 6 Wall 7 Roof 8 Roof 9 Roof Surface OPAQUE SURFACES Area U- Insul Act Solar (sf) factor R-val Azm Tilt Gains HOUSE 10 SlabEdge 11 SlabEdge Form 3 Location/ Reference Comments 366 0.065 19 0 90 Yes None PLAN FRONT 10 0.330 0 0 90 Yes None FRONT 288 0.065 19 90 90 Yes None LEFT 508 0.065 19 180 90 Yes None BACK 284 0.065 19 270 90 Yes None RIGHT 72 0.088 13 0 90 No None TO H2O CLOSET 395 0.031 30 n/a 0 Yes None TO ATTIC 348 0.031 30 90 38 Yes None VAULT 348 0.031 30 270 38 Yes None VAULT 90 Standard/0.76 PERIMETER LOSSES Window Front Length F2 Insul Solar 0 90 Standard/0.76 (ft) Factor R-val Gains Location/Comments (N) 169 0.760 R-0 0 No TO EXTERIOR Standard/0.68 7 8 0.510 R-0 50.3 No TO H2O CLOSET 0 FENESTRATION SURFACES Area Surface (sf) HOUSE OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 1 Window 13.5 n/a Area U- 1.5 Act 2 Exterior Shade Interior Shade Orientation 4.5 5 (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1.5 n/a 4 Window 8.6 n/a 4 12 1.5 1 Window Front (N) 13.5 0.350 0.350 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 13.5 0.350 0.350 0 90 Standard/0.76 Standard/0.68 3 Door Front (N) 10.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 4 Window Front (N) 8.6 0.350 0.350 0 90 Standard/0.76 Standard/0.68 5 Window Front (N) 8.6 0.350 0.350 0 90 Standard/0.76 Standard/0.68 6 Window Front (N) 18.0 0.350 0.350 0 90 Standard/0.76 Standard/0.68 7 Window Front (N) 50.3 0.400 0.400 0 90 Standard/0.76 Standard/0.68 '8 Window Front (N) 18.0 0.350 0.350 0 90 Standard/0.76 Standard/0.68 9 Window Left (E) 18.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 10 Window Left (E) 18.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 11 Window Back (S) 8.6 0.350 0.350 180 90 Standard/0.76 Standard/0.68 12 Window Right (W) 40.0 0.400 0.400 270 90 Standard/0.76 Standard/0.68 Area Surface (sf) HOUSE OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 1 Window 13.5 n/a 4.5 5 1.5 n/a 2 Window 13.5 n/a 4.5 5 1.5 n/a 3 Door 10.0 n/a 3 12 1.5 n/a 4 Window 8.6 n/a 4 12 1.5 n/a 5�window 8.6 n/a 4 12 1.5 n/a it z n/ap an/sa n -/a -n:/a ,n/8C. ' 'a n/a n/a° 'Jn 'a n/a n/a n/a •-, n/a n/a n/a il n/a n/a n/a ri/a n/a ��n/a 'n/ak n/a n/a n/a n/a ° n/a ,_ n/a- n/a n/a n/a 1 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Isherwood Pool House Date..04/24/03 14:33:47 MICROPAS6 v6.01 File -031265 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal Surface 12 Window System Tvve HOUSE OVERHANGS AND SIDE FINS Window-- Overhang Left Fin Right Fin— Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 40.0 6 6.67 17 1.5 8 2 2 17 1.5 n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 975 HVAC SYSTEMS Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff Gas ACSplit 0.800 AFUE 10.00 SEER n/a No Attic Attic R-4.2 No R-4.2 No No 0.737 No 0.645 WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type in Energy System Factor Size (gal) Insulation R -value 1 Storage Gas Standard 1 .6 50 R- n/a REMARKS (, f"•k'S ::[ S '<" a .f. .% a vRv,� HVAC SIZING Page 1 HVAC Project Title.......... Isherwood Pool House Date..04/24/03 14:33:47 Project Address........ Lot 28 Pheasant Landin 3******* Chico g *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone. .. ...... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomn. Tnr MICROPAS6 v6.01 File -03126S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -975 SF. Res,- Submittal GENERAL INFORMATION Floor Area.. Volume.. ..... ............ Front Orientation.......... Sizing Location............ Latitude... ............. Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange. .. .... ..... Interior Shading Used ...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 975 sf 10711 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts. .... ...... ...... SensibleLoad .................... Latent Load ...................... Minimum Total Load deg (N) Heating Cooling (Btuh) (Btuh) 11611 3743 3670 2048 n/a 2186 6773 2226 n/a 2100 2205 1230 24259 13534 n/a 2707 24259 16240 Note: The loads shown are only one of the criteria affecting of HVAC equipment. Other relevant design factors such requirements, outside air, outdoor design temperatures, availability of equipment, oversizing safety margin, etc., considered. It is the HVAC designer's responsibility to factors when selecting the HVAC equipment. �F� 9 c " the selection as air flow coil sizing, must also be consider all .N, r CDF FIRE SAFE REQUIREMENTS ` P# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [% 1272.00 Maintenance of Defensible Space. To en . sure maintenance of properties in conformance with these ed standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [' 1273.02 1273.07 [273.03 1273.04 Surface. All driveway surfaces and structures (bridges, culverts and other app.rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. Grade. Not to exceed 16 percent unless paved. Driveway Radius 1. No roadway shall havea horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical -curves in roadways'<exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end_ [L, 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3.-. AP # PERMIT NAME [L.l 1273.10 Turnouts. Driveways exceeding.150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [L]�' 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop • without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 76.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or he center of the road. [ ] 2. For parcels less than q acre, local urisdiction shall provide for the same practical effect. See Other Requirements below. [� 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi_lal inspection of a building permit. Page 2 of 3 Z717 AP # ��—s -�✓� PERMIT # NAME Other Reauirements [ If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10k of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials P � ` 4 r MLL POOLHOU5E LOT — 28 SITE PLAN POOL VIEN T FOOLHOUSE OVERVIEPN m ~,� DO r1.6"t rim o ✓c— PLANNING DIVISION- BUILDING PLAN APPROVAL Use: (5 K Date: Parking: landscaping:. 0%LL STRUCTURES AN EQUIPikENT INCLUDING SHALL BE LEAR OF ALL EASEMENT�Z5. A SET 13ACK OF Ff. FROM TIME SIDE AND 3 D FT. FROM THE REAR PROPERTY LNES AN) 17�—_. IrA THE ROAD CENTERLINE SHALL FE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT vOR A 2 FT. EAVE OVERHANG. HOU5E VIEYN REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY approved as submitted approved with conditions per attached s et. ��tur 0 3 W*, rl, A.,:.; �iii3OFESSjQ ,� tr cx A202 m s CiVIL OF CAl��4� 3 REVISIONS BY 975 SQ.FT. LIVABLE 290 Sq. FT. PATIO SCALE: DATE: 0Z C� z A 00 N W p J 0 0 0 Z r� W W a C/? 975 SQ.FT. LIVABLE 290 Sq. FT. PATIO SCALE: DATE: 975 SQ.FT. LIVABLE 290 SQ. FT. PATIO SCALE: DATE: -�...�.wsw.�w^-^'__ , _ -, .... �, ._.._ •____.. ten«. ................. _..._...m........... ... . »...�.-..-..+.-� �.-.- .. '�� IIS I w O LL LLM A w Z 0 O J 2 Z J 0 �'Q w w x � a U) 00-4 975 SQ.FT. LIVABLE 290 SQ. FT. PATIO SCALE: DATE: -�...�.wsw.�w^-^'__ , _ -, .... �, ._.._ •____.. ten«. ................. _..._...m........... ... . »...�.-..-..+.-� �.-.- .. '�� IIS I 1. TnucTo 1 8IfAu mm ALL 13zd&wszows, R1 WATIONs f X)m ItYTB 1M019t?S2'%=$ uroxt ITUTINO wm. 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NONE 8 38 0 0 C 3/8" APA RATED SHEATHING 8d COMMON 5/8" x 12" A.B. 4x FRMG 0 ABUTTING EDGES 30 10 2x SILL PL STAGGER EDGE NAILINC-G Z 3/8" APA RATED STRUCTURAL I 8d COMMON 5/8" x 12" A.B. 4x FRMG @ ABUTTING EDGES 2 018 4x SILL PL STAGGER EDGE NAILINGG NOTES: i. ALL UNSUPPORTED PANEL EDGES SHALL BE BLOCKED. 2. Sd COMMON NAILS SHALL HAVE A MINIMUM DIAMETER OF 0.131" AND LENGTH OF 21@". 3, ALL FIELD NAILING SHALL USE THE SAME NAIL SIZE PER EDGE NAILING AND BE ®12" o.e. 4. ALL MUDSILL ANCHORS SHALL HAVE SIMPSON'BP5/8' WASHERS TYP. S. WHERE EDGE NAILING AT ABUTTING PANEL JOINTS OCCURS OVER 4x FRAMING THE EDGE NAILING SHALL BE STAGGERED AT OPPOSITE SIDES OF THE JOINT AND SILL PLATE NAILING SHALL BE STAGGERED, 8.' ANCHOR BOLTS AT 4x SILL PLATES SHALL HAVE AN ADDITIONAL 2' PROJECTION ABOVE TOP OF CONCRETE. OOTINO SCHEDULE: F 1 - 2`-O" SO. X 12" THICK F2 + 2'-9" SO. X 12* THICK 2 - #4 EACH WAY VOLDOWN ANCHOR 5CHEDULE HOLDOWN ANCHOR rHD2.rH05 55TE116 1'HM6, 10H08, H®8A. H®1®A 5ST1328 OVERMATE FOOTING FOR S" MIN. CLR. 6ETNtEEN STEEL d GRADE. 2 1/2' 101-5 1/2" V-2 1/2" m m � � tV _ I---------------------� I w 1 1 I I w I �" I � w Q I � Ii �I i I I I I I +i '. � IwI , I � } o of. I I I I e ssr I • I ._.. M ILI II i I lug d= o ` I I I I n z'u I I i ssr S 51-0" 1 O -O 16 -O � Y 6 _ ,--• — — — — " I� o � I � �► I I II m II II � II < i I I-. tu IL z I — — — _ _ — — Ji ----__—_____—.._._..-_____ FOUNDATION PLAN 1/4"- 1'-O" 0 N O tn m 0,oki ch &n,5 �o C00 �J " IFTE DOUNTY 7#ING DIVISION APPROVED Z,), , "/, ca, 0), REVISIONS BY 7 �z 0 975 SQ. FT. LIVABLE 290 SQ. FT. PATIO SCALE: DATE: CL Z O N W Z 0 0 ,� H 0 Q W W x x VI MEMO 975 SQ. FT. LIVABLE 290 SQ. FT. PATIO SCALE: DATE: GEILIN& PLAN 1/4.- 1'-0" NOTES (5M) HATGHIN6 • BEARINC7 WALL (L6) HATGHIN6 - GAL FRAMING' ALL RAFTERS SHALL BE 2"X 0"#2 D.F. w 1 6"0.c:,- U.N.O. - All R, � � � � � � x 10 S °� ROOF SHEATHING 1 5/32" ArA RATED SHEATHING (32/16) UNBLOCKED BOUNDRY 4 ED6E NAIL 5d COMMON 0 61. FIELD NAIL ® 1 2" TYP. Sd COMMON DIA. w 0.1 S 1" LENGTH - 2 1/2". 5HEARWALL SH1'CLED& R 7ER UNDE2 X i3LK'6 E.N. DeTWEEN STUDS. RAFTER __ 7 2"X 8" LEDGER N/2 1 6d ® EA. 5TUD 4 SLK. DBL 31/2"X51/2" - -:'STM► w. ! J f. #U0 � lu M 2"X 4" FLAT BLK'6 SHINGLE MOLD WJ 16d* S" ROOF PLY x E. N. w z O IL. 2 X 6" FLAT Q 1 6" O.C. t9 ®z o VI Lt__�YSIALL BALLOON SHEARPLY FRAME PER FLAN NOTES (5M) HATGHIN6 • BEARINC7 WALL (L6) HATGHIN6 - GAL FRAMING' ALL RAFTERS SHALL BE 2"X 0"#2 D.F. w 1 6"0.c:,- U.N.O. - All R, � � � � � � x 10 S °� ROOF SHEATHING 1 5/32" ArA RATED SHEATHING (32/16) UNBLOCKED BOUNDRY 4 ED6E NAIL 5d COMMON 0 61. FIELD NAIL ® 1 2" TYP. Sd COMMON DIA. w 0.1 S 1" LENGTH - 2 1/2". 5HEARWALL SH1'CLED& R 7ER UNDE2 X i3LK'6 E.N. DeTWEEN STUDS. RAFTER __ 7 2"X 8" LEDGER N/2 1 6d ® EA. 5TUD 4 SLK. DBL 31/2"X51/2" - -:'STM► w. ! J f. #U0 � lu M ROOF PLAN 1/4"- 1* -0" dux < u- <6>Zt} < ZUl" p CD PulQY ®Q .. In to r tAi' V JZS— %0 x a50' EA. 51DE T45. oQRpfE StpyIf b 4202 a P. civi�•R- OF CAUF� REVISIONS BY >-1 �O Jj W `L Li x x IL x :� �► 0 K w ROOF PLAN 1/4"- 1* -0" dux < u- <6>Zt} < ZUl" p CD PulQY ®Q .. In to r tAi' V JZS— %0 x a50' EA. 51DE T45. oQRpfE StpyIf b 4202 a P. civi�•R- OF CAUF� REVISIONS BY 975 SQ. FT. LIVABLE 290 SQ. FT. PAT 1 O SCALE: DATE: PAGE 4 OF 6 >-1 Fey z O IL. IL Q Z co < N t9 ®z o VI Iwai f�7 w IrM 975 SQ. FT. LIVABLE 290 SQ. FT. PAT 1 O SCALE: DATE: PAGE 4 OF 6 RogF PLY M� I I /9' X I I /9' ANGLE w z V9/ (2) 1 14'X V L.ON& 'W# - ``'^LAG LL. J oA 9/V DIA. THREADED 15OLT5 INTO TOP ROOFING MEMBER - w Z 0 O j ROD TYPICAL. //1/ ROOF 1�1 W MEMBERS w t: (n 45 d� FORGED AIR UNIT eEISMIr- �" �RESTRAINTB(4} DIRECTIONS. I I /t?' X I I /r3' ANGLE W/ NUTS I. FURNACE SHALL BE LOCATED V41THI S VNIASHEKS. OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 50' P FRONT OF THE ENTIRE FIREBOX SIDE. A /� F.A.U. MOUNTING„ 5. PROVIDE EO PERMANENT ELTRIGAL 1 ATSTU , 5C.ALE: 1/2” - 1 -O AGGE AMD A FUEL GAS SHAW.. PROVIDED NEAR THE FURNACE. v APPROVED ANCHORS v 52' C/G IN PRESSURE TREATED SILL. HOLD REBAR A MINIMUM OF 4' UNDER TOP OF FOOTING 4" CONCRETE SLAB II$ DOnVL5 0 16' AT GOLD JOINT GOLD JOINTS N NATURAL - GRADE ° s r \4'6F;tAVEL FILL CONT. 04 REBAR TOP 4 501TOM UNLESS OTHERWISE 1 2" NOTED ON PLAN 6 INTERIOR BEARING FOOTING 5GALE: 1/2"- 1 `-O" 51D1NO-SEE ELEVATIONS G. L FLASHING I' X 6' SPACER ROOFING OVER FELTS ROOFING MEMBERS 2 ROOF TO NALL FLASHING SCALE: 1/2"- 1'-0" F EXTERIOR FINISH BATT INSULATION PRESSURE TREATED 95ILL INTERIOR FINISH W ITH 5/0' DIA. X 12' ANCHOR BOLTS m W C/G AND 12' MAXIMUM FROM ENDS WITH 2' X 2' X HOLD RESAR A MINIMUM OF J/ 16' PLATE INASHERS - 4' UNDER TOP OF FOOTING TYPICAL OR PER SHEAR W ALL SGHED. GOLD JOINT FINISHED A5 DOWELS GRADE I9' AT GOLD 4' CONCRETE SLAB JOINTS L • L n :i NATURAL .- I GRADE MIN.. 4'GRAVELfILL CONT, 94 REDAR TOP d Ir te' BOTTOM UNLESS - OTHERV4115E NOTED ON PLAN 12" a4 DOWELS m 24'0.G.A7 GOLD JOINT5 TYP. MIM. PERIMETER FOOTING SCALE: 1/2"- 1'-0" COMPOSITION SHINGLE ROOFING OVER 15# FELT OVER 1 /2" CDX PLYWOOD or 055 WITH ado AT 6". 12"c/c, RATFER5 AT 24" G/G - SEE ROOF PLAN (A594-0"c�/C,-5 PROVIDE INSULATION 'TYPICAL - UNLESS BAFFLES 0 5CREENED t OTHERWI5E NOTED. SAVE VENTS.2"X 6" CEILING JOIST U.N.O. SOLID BLOCKING - OMIT 0 Vo/c, INSULATION PER nnnnn ENERGY CALC5. FASCIA C7UTTER -,,,1/2 CyYP. 60ARD 2"x6" STUDS AT 1 SHEAR PER PLAN �`� i30ARD HARDBOARD LAP 51DIN6 BATT INSULATION PER ENERGY CAL( -,5. rRE55URE TREATED SILL WITH 1/2" DIA. X 1:2" ANCHOR BOLTS 0 6'a/c AND 1 2" MAXIMUM FROM END5 WITH 2" X 2"X 5/1 6" PLATE. WASHERS - TYPICAL. GOLD HOLD REBAR A JOINT MINIMUM OF 4" UNDER TOP OF FOOTINC7. FINI5HED 4" CONCRETE GRADE SLAB EN of 4" GRAVEL FILL in r , in i- ii - NATURAL CONT. #4 REBAR TOP 4 6PR.AVE BOTTOM UNLF-55 OTHERYVISE 6" NOTED ON PLAN. UNZ 15TURBED SOIL 1. 12 8 SECTION SCALE: 1/2"- V -O" 51mpson Strong -Tie PHO 13/4' MINIMUM EDblc DISTANCE PP a i 4' MINIMUM 6' MOR q 59TO26 .e. Slmpson Strong -Tie 55TS VV/ 16 - I bd 51NKER NAILS i BETr4EEN SPLICE5 IN TOP R BOTTOM 2 XS €; 4'"O' MIN. LAP 2-2X'3¢2 PRO'✓IDE STUD UNDER SPLICES IN 2X5TYP. CONT. RI i IN/ 2- 2 X 8LK'G 5HAPED W/ 'A55'0 52" BEAM OR TOP PLATE$. E.N. PLATE 9PLIGE - 7 4: � � G E.N. 2-2"xBLK'G BETWEEN RAFTERS. PLYWOOD UNDER LE06EK V H6R TYP. M 22' X 1 O" RIDGE ISEAM FILLED WITH 2"X 6" �A55 0 :32" 2"X LEDGER EACH SIDE OF YVALL W/ 2 - 164 0 EACH STUD 4 SLK. 2 ' X 9 O" RAFTERS IM" T461"X6" ,- --- C� PINE CEILING FASCIA �(�Q GUTTER 1 1 HARDYBOARD LAP SIDING v- R- i a OREATROOM INSULATION TYP. �, 11 2" x b D.F. SED {-� 11 e/ �N BEAM t.. + A oiL� ! "V I\ I 5HEATHiNG DOWN TO WALL LINE TYP.'` q' - 4" / 1 lUt1UUl r i BEAM \ J i i b HALLYVAY u. 4" CONCRETE SLAB _'`-4" GRAVEL FILL � 5EGTION 1/4"m 1'-O" SF.GTION 1/4"a,1' -D" 2' X 10" RIDGE BEAM 4 - 1 &d SINKER FACE NAILS AT RAFT/CLG JOIST CONN. ® 1 6" O.G. EACH SIDE OVER SMALLER ROOM. .K'G W! a" O.G. K'CY W/ 521, / IN510LATION TYP. t 11 y�+''�j - k ArI 3�6 BEAM BILLIARDS r BUILDING DIVISION APPROVED 4�pFESS/p�, 4202 � P;Al 9TE CF CAS\F�� 975 SQ.FT. LIVABLE 290 SQ. FT. PATIO SCALE: DATE: M� Fes. w z 0r. LL. 2i oA Z 00 < N w Z 0 O j Q 1�1 W w w t: (n wow 975 SQ.FT. LIVABLE 290 SQ. FT. PATIO SCALE: DATE: er 6�06cl �S��er 6,)o6cl I--' 0,3 -/ZOJ i . -- - - J . - - — 7 E Cf 11� � �g r i . -- - - J . I ,..__�..,,. _._.._._44 L. L .. ..... _. _._._.__.__...._..._._.,.._.•......j B R r .C..E`•D W 11 C i PANELS Net 3/8" CDX plywd. with 8d 0 6",12" o.c. Lwe'it v Q 1/2' "in. thick gypsum board (4 ft. shts.)j'� '!COXP�' d a�>� w/ 5d 0 7" o.c. 0 all supports, a ft. min. { ,� moi! (,7 It L• length, or 4 ft. min. length if applied tt to both sides. Q97/8" cement plaster with metal lathe "fastened i 6"o.c. 0 all supports with :• ,2� " �j��jtt CRUX 'oUf 140 approved fasteners. r �G� }'�j (,', �'t r l� �+ (� • O Net 3/8" thick hardboard panel siding with 8d 0 4",8". o.c. 0 "Simplex" structural grade Thermo -ply storm //3� �j�ty.+� CD PLYW OO. (] , 0-Tm \,✓/ brace -with no. 16 ga. galv. staples with:': t •_l � V + 4� 7/16" crown and 1 1/4" togs 0 3",6" o.c.', \A/ r Staples shall be installed with crowns parallel to framing member•to•which it is attached.;, .. 1. Sill nailing at braced wail panels shall be 16d a 5." .o.c. ~;(where -applicable). 2. Panels shall span three stud bays, be 4'-0" min. -wide, and have -all edges blocked. 3. Where joists,are..perpendicular to braced wall lines above, blocking shall be provided under and in line with braced wall panels. 4. Slabs unlet;"interior, braced will panels shall Environmental Health be 6" min. thick. Sill plates shall be fastened with .145" dia. x 3" long Hin: shot -in fasteners AY t S at 6" and 10" from each end of braced panel•, with 2002 maximum 14" o.c. spacing between. r , Chico, Califomla tl - /0—a 1--- I( tt 1 t� r� J Ir y ri pbst 3�00 (CIYb tdo4ctt �/� � • ��,�';' 1 ��,XEb �� LI�A�N �• 3 a g j,j �S S� 3 3 ,5 .Gixcp 2$F� �/' 30 a 3or �0 6��1�+,U�,►rj�t C-Outz EU wet �1 7 ell EYP,( 60 r CLc . 2 rvcc.. 4 I�S,nt .7U .I 1 1\9 to M� .v 4 �, �. _ f o —r >=� Nth � �A�i Lr � f r f ' -� Ft h'hU".- t. 24 i� .._ I iXG. I A�r'I i ► ` . 1 �'!j ir..cu-MA7 ,'..._._ .�.__..: ...�' • 746oAl� I '� C.P. r Iv Gr FAM IL. / �* g. s ` ` G tewN -��. 1 �► of ri�TptT 2WV '0 12. W g •--� --_ (( �J(,r� y 60AX,. Flo 1♦--- r"- ja i ] X1 Q Fly i +�•_ r j `� q,a� �, �h 449 n m#41 Pi' .. iisky�•N "i. VA"OA s SC4 qtr fl .....,....-...,,.... .,"".". ....... ....." ..."•. I s i c 5-rP s !.oh e 14 TV Zlk L-114 �Ddl 12.Op 7 OOP i I l 1 "�I e-AZPEi" �I } tis IP9 A CA LOP J \4Ct 1 `� � "� � 1 �G�}► L��G• �I I 1 Mntbiwc� �'40. Mv��Ky . . 3 'FRbrvT'DCoQ. �. 7— ill Ph/ 5th 1`rXl^D Sti I s .r W 11 pbecu rt&xio r fiy �.' _ --- ..� �` CA, -P r �,; �t ' i N " n>r N 3050 30sd_._.. ._ .�.. ej ` t 5514j r Environmental Health I Grp 3, d X MAY 16 202 -- 6>n -roRNbp ti� UQn 1— i _ ZE _ .... _ w+. l 3050 �'? �. Chico, California TyP. AV 6C Ia 3 V I ! . �i k PL4N �;9§8 , 792 C_, s s DRAWN CHECKED ' DAT D 4 s ALE j JOB NO. SHEET 40, OF SHEETS -- - - - - — Nof�% - L74 M tow a A G!CG 11.5 � T' 3 ,ew P5• � �� a � 2 pzo �roc�orl`1`��tP Q 505 X E 1 Ser r, s� I N4W ��l rz. &%C" D P -WI NP• { -- i5cf. el-ewwTto►dS) 7s Gne.� �.e.� W. 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P, : I .� I I /yry • • :6"' ':: �'�7,�i4. ;lt4�`I�r.:17Ss�Z. ��:;;Pi'''�klslii�1�'� Ste+ :GOi'FOtttt ?~7rd T1iH�:>3.:•4•# 1'::;�'; iDF':'•:''.: �:;:: �•, ; '; �'::: • ( � M': • '•:� � •~::��::�� sem" �p��p�s �##8:;::`:.�:: I � I � •:•::��'it01�T�1;t,�s ,sxx>*r1�^s�:.:�al� rl;�� N3TT7►t2, xx'7::�:�•:::•:�:::�::::• L- — — — — — — ,!e jam, bit j{1i1. • •..w..."w...w,......�. e_. �, ee.. .ee..".. e,.". .W� • ��'�: "b'f4ttpM r�; ��; ` •'' aa.... � ..r .•.." w .., ."., a......", ".., .n...,...,, a."n ^._.... a....w., .... ' "k,t2Q':'. 2 q -O" SHEAR WALL SCHEDULE; t MARK SHEATHING: EDGE SILL ATTACHMENT SPECIAL v�1ILI �H <H NAIL MUDSILL CONSTRUCTION' A 3/8" APA RATED SHEATHING 8d COMMON 5/8' x 12" A.B. NONE 44+IS t�+•4 B38 p C 3/8" APA RATED SHEATHING 8d COMMON 5/8" x 12" A.B. 4x FRMG Q ABUTTING EDGES 1" IZ-x4 <F- 310 2x SILL P STAGGER EDGE NAILING 4� X N -1 Vir4iu 3/B" TED STRUCTURAL I OM 8" x 12" A. . " 4x FRMG 0 ABUTTING EDGES < 6 W x 2 1 0 18 14X SILL PL, STAGGER EDGE NAILING NOTES; 1, ALL UNSUPPORTED PANEL EDGES SHALL BE BLOCKED. 2.8d COMMON NAILS SHALL HAVE A MINIMUM DIAMETER OF 0.131" AND LENGTH OF 2112". • 3. ALL FIELD NAILING SHALL USE THE SAME NAIL SIZE PER EDGE NAILING AND BE ®12" 0.0. 4. Ali MUDSILL ANCHORS SHALL HAVE SIMPSON 'BP5/8' WASHERS TYP. 5. WHERE EDGE NAILING AT ABUTTING PANEL JOINTS OCCURS OVER 4x FRAMING THE EDGE NAILING SHALL BE STAGGERED AT OPPOSITE SIDES OF THE JOINT AND SILL PLATE NAILING SHALL BE STAGGERED. S. "ANCHOR BOLTS AT 4x SILL PLATES SHALL HAVE AN ADDITIONAL 2' PROJECTION ABOVE TOP OF CONCRETE. F twr LU x o Qw v�1ILI �H <H I� ; I.- V_ dx>am • . >L0 < Ul' z 44+IS t�+•4 IL y� a�o p p z 00. z t 0 o 1" IZ-x4 <F- tiXzwL1 ww�0 0 w 4� X N -1 Vir4iu < z 1L < 6 W x <4- nKzi�-� lu a vOUjluzz Q Lav a ! Butte County rrmronmental Health Date Signature�� 1d� FLOOR PLAN REVISIONS BY 9.75 SQ.FT. LIVABLE 290 SQ.FT. PATIO SCALE: DATE: PACT 3 OF 6 a� J//IJ,J1 1S ... ,-..tee. _-_: ....... - _ ......�.��...«>., . .. it I� • . Ul' z 0 t�+•4 A p p z 00. z t 0 o �- 0 A Ix < W W x a VI F�1 9.75 SQ.FT. LIVABLE 290 SQ.FT. PATIO SCALE: DATE: PACT 3 OF 6 a� J//IJ,J1 1S ... ,-..tee. _-_: ....... - _ ......�.��...«>., . .. it