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025-090-061
_ ° _-BAKER, Homer250 Willey Way, Biggscont: Lester CarterBAKER, Homer250 Willey Way, Biggscont: Don Scribner25-09-61 _16B250 Wil-leyMay, Biggscontr: HH -Custom Bldgadd 'carport tp.s� op25-09-61 92-1766 BPE250 Willey Way, Biggscontr: Viking Poolsfiberglass pool � ' ^ r--- 0 u r 0 RESIDENTIAL X25-09-61 92-1766 BPE—� BAKER, Homer & Jean 250 Willey Way, Biggs contr: Viking Pools fiberglass pool l� ti. l I 1 r• r JOB FINALE t Signature C o?- 1� J=OK O=Not OK =Nei'Ready Aealicable Nei RESIDENTIAL (Single & DupleX,) ' = Date UNDERFLOOR (Plans) OK except N's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties- Purlin-root Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped - ------- 6. Stemwalls. Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle --------------- - ------------------------- 17. Water Pipe: Test & Anchor -Nail Protection ` --------- ------ ------------------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection -------- ---------------- ------------------- 19. Shower Pan: Test. First Floor -Tub Access --------- --------------------------------------- 20. Test -Tub & Shower. -- Second Floor -Tub Access ------------------------- ------------------ ---- 21. Gas Pipe: Size &Anchors - Date -Card B-1 --- - Date - Card B-1 - - Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ---------------------------- -------------------- --------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- ----------------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled -------------------------------- -- --------------- ---------- 25. Romex Installed Close to Edge of Studs & C.J. ------------------------------------------------------------ 26. Equip. Ground made'up w!Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI -------------------------------'-------------------------- 28. Subfeed Wire Size i ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or AI 29. Range Circ. ! ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral C1 --Y es ❑ No - ----------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------- - ------------------------------------------ 31. Equip Clearances Panels-Motors-Mech. Equip. --------------------------------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector ----------------------------------------------------------------------------------- Date Card -B- 1 Date Card -6- 1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support ------------- ------- ---- --------------------------------------------- -------- 35. Vent Fan: Exhaust above insulation ------- ------ -- ----------------------------------------- 36. Condensate Drain & Overflow: Size & Grade _ ------------------------ ----------- 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet ----------- ----------------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic --------------------------------------- -- - --- ----- -- ---- --- - --- - Date Card B-1 Date Card B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors ------- --------------------------------------------------------- --------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ----------------------------- -------------------------..- 41. Bearing Walls over Girders & Floor Nailing - - -- - ---- --------- ------------------------------------------- 42.- Draft Stop in Walls (rat proof) ---- -- ----- -------------------------------------------- ---- ----------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ---------------------------------- ---- g ----------------------- 44. Headers & Beam -Size & Bearing 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer ------------------ 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection-Sk li hts-Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings --------------- 60. Infiltralion-Walls-Windows ----------------------------- Date - Card 8-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ------------------------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------------- - 64. Bedroom_ Exiting ---------------- 65. G F.I.& Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- 67. Stairs & Rails _ _ 68. Fireplace or Stove Clearances -Hearth - 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit Fixt_& Appliance_Grnd_Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter -------- - ---- 72. -Garage -Fire Door_Swing-Landing-Closer 73. -A.C.-Duct in -Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------------------------------------ 7-,. Insulation -Foam -Looked in Attic ID Yes -------------------------------- -------------- - 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ..------------------------- ----- 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing ---------------------------------------- --- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings - --------------------------------------- - 84. Water Well: Disconnect, Electrical, Plumbing ----------- - - -- 85. Exterior Elec. Trim: G F.I Receptacle -Underground ----------------------- --- 86. Ventilation Throughout House - ............. .-------------- ------------------------------- 87. Glass Protection ...... -------------------------------- 88.- - - - ---------------------- ----------------------- 88. Corrections from Previous Inspections - - - - :..--------------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric ----------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval ------------------------------------ 91. Energy Compliance Certificate -Other Certificates -----------_---------------------------------- --- 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: V=OK O = Not OK NotNo Applic Readyable MOBILE HOMES , Date MOBILE HOME UTILITIES (Plans) OK except #'sr 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /" L"ft./ /"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. Electricity; MH Test -Crossovers -Breakers -Clearances 5, Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sits-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Setbacks -Easements Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Alec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed r�77Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval i -td -Plumb.; Cir. Test -Water Supply Test Date - -z-Card B-1Date Card B-1 Date I Card B-1 Date Card B-1 rw; �' C t - .- �r-Y-.,.«.�. "-�'.r�^'+sn.'1-_ ..-c� my=i'+,..-++^-•d.^+R•;..-e.- r.�'e-=".�ty+w.u:yg.�-:s...e may,.,: �`� COUNTY OF -.BUTTE [YEPARTMENT.OF PUBLIC -WORK$.:'; 1469 Humboldt Road, Chico, CA - (916) 89'1-2751 7 County Center Drive, Oroville, CA -,(916)1-538.7.7-541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE f4 O PERMIT No. A routine inspection indicates that the following violations of Butte' County. Ordinances exist at the above address and should be corrected. Please notify this office' when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �/ /i% Imo— /�/ N f/ (1/4:IL4 )G91 fi l --L-._- /OZJ57 5 2 Date 6 45— Inspector REV 11/91 ; �`f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS r' 7 County Center Drive - Oroville, California 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMB= 25-9-61 - ZONING A 40 BUILDING PERMIT OWNER JEAN BAKER TELEPHONE 868-1755 SO. FT. OCC. BUILDING VALUATION 12,300 OWNER'S MAILING 250 WILLY WAY BIGGS 95917 CONTRACTOR'S NAMETELEPHONE VIKING POOLS INC 473-5393 CONTRACTOR'S MAILING ADDRESS P.O. BOX 96 WILLIAMS 95987 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation I $ 12,300 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 120.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 60.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 250 WILLEY WAY BIGGS 95917 Permit fee $ 195.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. 6 SUBDIVISION NAME RIO BONITA COLONY PARCEL MAP Water piping 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other POOL SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New L i Addition ❑ Remodel ❑ Utilities ❑ Installation7l Other ❑ Describe work: FTRFR(TT,ARR PnoT Permit Fee $ 22.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business/PWER and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) FJ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A) NEW CONST./ DWELLING OCCUP.&\ OR ACDNS. ( ACC. BLDGS. I _37.50 3.6d sq.ft. NEW CON5TR ULTI.OUTLET NON•RESID- BRANCH CIRC ITS @ 5.00 APPARATUS & SINOGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURESFIXED 20 76d APPLN S. EX. OCCUp. OUTLETS IRESID )REA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 POOL ELECT Permit Fee $ 30.00 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate L of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X e - Date �o �g An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures overstories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 247,0 �� HAz 10FEES IMP FLOOD C CEL �- P H iSSue This permit is hereby issued under sions of the Butte County Code and/or which fees work indicated abZ forZOPUBLIC fpr By �tR �� PE IT X IRE Date the applicable provi- resolutions to do have been paid. WORKS, — Z J p3 Receipt No. 1169 1 ! WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT J W�• r.+'r ;v�1 • �F' 7' � �r'�1,1' �- s5' r n "'� s �i �'`+ '^r-N� � ��r�.N,P. c Q fit" rs�� ► � -yx {�, � ti „yam. � � ✓�"�. t COUNTY OF BUTTE VEPARTMENTG PUBLIC WOR `BUILDING DIVISION t 7 COUNTY CENTER DR+VE'OROYJ4LE,�CALIFORNIA 95965 - TELEPHONE (916) 538-7541 " PERMIT APiPLICATION,I DATA SHEET OWNER Za t r 4 s, A. P. No. s t Proposed Building Use F©61 Building Inspector Mto Date -5 - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE R[CEIVED 0Y 1. All items have been submitted . ........................................ . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ -� 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ ............`............................. . 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ........................ 1 Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ... . 20. Pre -inspection for to Building ins re t required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. - 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner ). ............ 24. Recorded copy of Agricultural Acknowledgement Statement ................... ^•~ 25. Letter of signature authorization . ........................................ " 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ... . 27. Letter of intent on building use. ......................................... 28. Mobilehome utility clearance . .......................................:: . 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ..............•. 31. Existing violations/expired permits . ...................................... 32. Plan check list... . 33. R , C9 . YA a. y ...................... . 34. W you issue th bermi��ro ss as follows: Mail toQ- Mail to contractor. Telepoo9 1and hold for pickup at 6J office. Deliver with inspector. Other Parcel Creation C S__ Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By;, The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail ounter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet' ' AP folder Copy - Department of Public Works TO FROM: SUBJECT: Buildina Department Environmental Health Sanitation Clearance Owner Locat on Plan Approved for: Sewage Disposal 'Rater Supply Hold final for: sinal clearance O.K. for: klAaf a ce o0obi' *4,e NOTE *** Water Supply Water Supply Other Oa �- D to o Sanitari COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, California 95965 - Teleohone. 916 '536-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMB � s- / ZONING BUILDING PERMIT OWNE"R� t 't7 O m •e r- 3 S ea N Z a le- c r TELEPHONE 6 SO, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS zr� 11 s �r?/7 i CONTRACTOR'S NAME N o o Is L TELEPHONE 7 -1 J1 CONT A TOR'S MAILING ADDRESS. do 6 — /� � Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee S 15.00 Permit Fee $ 2 C7 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ G d Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ I BUILDING ADDRESS f Permit fee $ Q PLUMBING PERMIT Filing Fee 15.00 3 -r Each Trap 5.001 Solar or heat pump water heater 20.00 LOT NO.S 6 UPARCEL `i � (�Qn 11G (20(/0.y UBDIIViISION NAME (( MAP Water piping 7.00 Each qas water heater or vent 7.00 i USE OF STRUCTUR SF ❑ Duplex, '' Mobilehome[] Other OC3 I SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.001 Mobile Home SIG vv @ 15.00 1 _ 7' TYPE OF WORK New'-- Addition _ RemodelUtilities+ ii Installation[ Other ] Describe work: _ Q[(�sJ 0e, Permit Fee $ 2Z �- Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I'1 I I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my_ license is in full force and effect. License :Jo. Classification J I, as the owner, or my employees with wages as their sole compen- sation, will do the work;and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting 'with licensed contract ors. (Sec. 7044) [I I am exempt under Sec. Business and Professions Code for this reason Main service 200ATOI000A) 37.50 OCCUP.S` NEW CONST. ( DWELLING OR ADDNS. ACC. BLDGS. I 3.6C sq.ft. NEw CONSTR. r•ULTI.OU?LET NON.RESID. BRANCH CIRC 'ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 120 76d Ex. Occup. OUTD TS tRESID.)REA.) I 3.00 Temporary service 15.00 ~ Mobile Home Facilities15.00 Misc. Wiring g 15.00 oaIII �e` o 7S -- Permit Fee S - 30'-- — WORKMEN'S COMPENSATION INSU__RANCE I. I declare under penalty of perjury (check one): - ] The permit is for 5100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance of a Certificate - of Consent to Self -Insure. - ] 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California.. Notice to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FilingFee 15.00 Heating - Cooling g Hood 6.50 _Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating 1 to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. ' i I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signoture of Applicant'- . OwnerG Contractor Agent _ _ �j' ❑ . An OSHA - ttions over 5'0" deep and demolition or construct- ion of structures toverr3gstoriesoin height. Mobile Home Installation Fee - S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ •`, I IHAz 1 0FEES IMP I FLOOD CDF I PARCEL PD HO SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date I Receipt No.� LWHITE -D. P. w.. T[LLOW-ASs ESSOR, PINK -INSPECTOR. GOLDENROD APPLICANT f RESIDENTIAL `x`25 -09-58(P)- - 2872-91B P E Psi BAKER, Homer 250 Willey Way, Biggs cont: Lester Carter -,(new sf ) 9Z EPe a OFFICE COPY � f Address ,v GAS i Meter By Date ELECTRIC Meter By Date j t N1 ly1 ` •T OFFICE COPY f t i I Address GAS Date----- Meter ateMeter By ELECTT RIC Meter BY — f JOB FINALED lbatal Signature e J=OK, s « O .z tlot OK = Not Applicable Not Ready RESIDENTIAL (Single, = Date MMPRFLOOR (Plans) OK except ft's Zoning -Setbacks -Easements -Flood -Slope fu 0 U Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel - Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped Piers -Fireplace Ftg.-Steel D.W.V.: Fall -Fitting -Test -2 Water Pipe; 'Lesl-Anchor-Regulator-Service Test 12 Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. t,1�14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Access & Ventilation 16. Insulation Date -S' Card B- Date Card B-1 Date6� _ Card B-1 Date Card B-1 Date MBING (Permit).OK except p's Water Htr.: Vent -Access -Combustion Air-Baff 17. Water Pipe: Test & Anchor -Nail Protection D.W.V.: Test -Fittings & Anchor -Nail Protection ------------- Pan: Test, First Floor -Tub Access 15 - - %!,,2f Test Tub & Shower. Second Floor -Tub Access-- ` - V X21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E TRICAL (Permit) OK except k's 22. Fixture & Transformer Clearance -Ins. Protection - 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---- _ e Boxes & No. of Conductors -Stapled Installed Close to Edge of Studs & C J - ------------------------------ ---------------- ------ ---- _26. E uip. Ground made up w/Meth. Fasiners-Bond Gas & Water - -- - 2 Appliance Circuts in Kitchen & Conductor SizeJGFI - - ----------------------------------------------------------------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size r / ga. Cu or At - -------------------- -------------------------- ---- 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. nsulated Neutral 0 Yes- - ❑-No ----- - -- ----------- --- - 30. Service -Riser Conductors & Ground -Main Disconnect -------------- ------------------------- ----------------------- ------------ 1 E ip. Clearances.Panels-Motors- Mech. Equip. --------------------- rhes Closet Light -Shower Light -Spa Light Smoke Detector ------------------------------------------------------------------------------ Date Card B-1 DateCard B_1 - ----------------------------- ------ - ------------ Date Card B-1 Date Card B-1 Date M HANICAL (Permit) OK except ft's %o"34. -A. -C. -Ducts Insulation & Support Vent Fan; Exhaust above insulation Condensate Drain & Overflow: Size & Grade urnance-Vent; Access -Comb Air -Return Air Vent -115 outlet - -- - - --- - --- --------------- - -- - --- - -- - Aiit>-feccess & Platform if Furnance in Attic -- ----------------------------------- -- ----------------------------------------- Card --------------------- Card B_1 _,. Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except u's _ Sils. Proper Material & Anchors 40. Walls Studs -Nailing Spacing & Bracing -Plates -Sound _ - -- --------------------------------- -- - - -- - - -- - - 4 Baring Walls over Girders & Floor Nailing -- - - ---- --- - ------------------------------ -- Draft Stop in Walls (rat proof) - - - ----- ------ -------------------•------- ---------------------- 43. ire Stops: Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing & ,Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors CIng. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. A. eplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 9. drm. Windows or Exiling Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing -- -- 1. Property Line Firewall & Openings Doors -One 3' -Check Garage -3rd Story, 2 Exits _-4--e.aLra-Width-Headroom-Rise-Run-Landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers g-Naili eneer - - � esh-Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls: Nailing-Bolts K 6 tion -Walls -Ceilings r i - -_Infiltration_Walls-Windows Dat and B-1 ate Card B-1 Date I and R-1 Date Card B-1 Date FINAL (Plans) OK except N's - -61 xt. Steps -Door &Sidelight Protection -Landings 62. Smoke Detector rnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection L---154. Bedroom Exiting �6YG F.I & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel: Breaker Sizes & Labels Rails ,✓_ 6i3. Fireplace or Stove: Clearances -Hearth ----------- 69. Elec. Outlets at Wood Panel: Int. & Ext. `Kit.Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter X72. Garage Fire Door: Swing -Landing -Closer 3. A.0„Duct in Garage -Damper Wt'r. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection -------------------------------------- - __ Elec. & Mech. Equip. Listed for Location - 7 ec. Receptacles in Garage: (G.F.I.)-Romex Protection Insulation -Foam -Looked in Attic es -`--- 78. Guar Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door- DrainageA-Wood-Earth Cl gAia4ee Looked under Floor Ae Yes - - -------------------- ive-------�--�� w �- 1 Following instld.: Dres ��Ivo; Walks 0 Yes LrNo: nters � Yes -- 81. Stucco: Brown- -f ----- --- Unit: Disconnect. Electrical, Plumbing --------- - - - --- ents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to _ pemngs 14. Water Well: Disconnect, Electrical, Plumbing xierior Elec. Trim: G.F.I. Receptacle -Underground- -- ----- -------- - - Ventilation Throughout House .. .. _ . _ .... ------------------------ lass Protection ------ ..---------------- 88. - - -------------- -------------------- - 8a. Corrections from Previous Inspections _ G Test -Meters T_ d: Gas -EI is Wat r & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date % and B-1 Date ---- Card B-1- --- �- -f -------- - - - ---- -- Date - - --------- - Date Card 8_1 - _Date Card B-1 Dale Card B-1 Date Card B-1 Comments at Final V=OK O = Not OK Not = Not Readyable 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- Clea rences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. , / /"Nat. or/ /" 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. Electricity; MH Test-Grossovers-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 t' MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- RItrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric .' 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 d i COUNTY OF BUTTE ' DEPAR-,HENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 - 747 Elliott Road, Paradise — Phone: 872-6307 �+ CORRECTION NOTICE ids F NO. , A routine inspection indicates that the following violations of.County Ordinance exist at the above address and should be corrected. Please notify this office when clorrection of work is completed. If you have any question pertaining to this matter,; or need additional explanation, please contact this office m ately. /1 — . lk . Qf i c - Date < `/p4— Inspec 11 LRA ENGINEERING (Formerly Laver L Roper and Associates Inc.) MISCELLANEOUS INSPECTION 1805 TRIBUTE ROAD. SUITE A SACRAMENTO. CA 95815 PHONE 916/929-9267 JOB NAME:SSI P �Kc INSP DATE: JOB NUMBER: PERMIT NUMBER: 1 &q i 2. --� INSP TIME: CITY/COUNTY: - 6t1?GL Cv STREET: -Z-370-- W iLCe! wi CITY: rS+ 6 (-,S STATE:e& ZONE: CALLER'S NAME: CONTACT: PROJECT PHONE #: TECHNICIAN: s, c4 L TAKEN BY: DATE: TYPE OF INSPECTION: Roo0 11r& c' P i ER DESCRIPTION OF WORK: s6.4 -Arco 101CK Poo �Ccs REMARKS: X L L_ F-vc1rc1v6 S .Pu I6 4 CLEFFtCC-0 o f vi 2 tr _ PL4C - j C'--- . 1CW 094*0 P'6 s . kC.L_ g 64kt f6 1K. A &A p,�re(A-C- SPECIAL INSTRUCTIONS: TIME: MILEAGE: MILES TIME ON SITE: /(�► TRAVEL TIME: TECH'S SIGNATURE: G MILEAGE: MILES i - = LRA ENGINEERING r 1605 11HIU U HUAL), WA A 8ACRAMENTO, QA 415615 PHONE: 9181829.9267 FOOTING INSPECTION REPORT REPORT TO: homer Baker CRATE: Nov. IT, 1081 1022 Pease Road Yuba City, CA 95901 JOE NUMBER; FF -259 PROJECT: BAKER RESIDENCE 250 Willey Lane Riggs, CA I -ii T ItNSPFCT'UR i ` ZhfzE 11-05-91i C . Baptist 2 ' E. 70 Inspected exterior stern wall Inches below grade and 38 inches footing excavations, below top of Lei Eottgp j , of fobt(p�s ,ire 18 stern will, 90 footings needs to be cleaned before pour. ;::, M -s`,- f exterior �! f�< 11 -OB -91 B. TSteyskal a :s, ;100 Inspected perimeter footing, interior footing and Isolated p��r .fq6tic,gas. 'Ail footings excavated, cleaned out and rebar in/plac? per drawl6gs ahs specifictions, A,II footings bearing on fil; rn material. C� V Very tally yours, LRA ENGINEERING �t . Ahmad ate. AB:bas jff\ft259foot) cc: e Y :i t' idffwf u168Uf•fi* 4 W116 41 IU •Ih:, r of FAX NER (916) 671-3979 WICOXIFACSI LE COVER LETTER PLEASE DELIVER THE POLLOWTNO PA0E9 TO i NAHE LOCATIONI CROVl1..�F C4L.IF PROMs � WE ARE T SNITTINC A TOTAL OF COVER LETTER. PAGES INCLUDING THIS DATE a /-2 T �- TIMEt SUBJECT/CLIENITs u OJ/ -LEY LA.& IF YOU DO NOT RECEIn ALL THE FACES. PLEASE CALF, BACK AS SOON AS POSSIBLE. Ort3inal will NOT follow Original will follow by: Pirat Class mail Upreae Pail Fediral Expre6i Bend Delivery` Other $ RECIPIENT'S FAX NUMER 5;:;..3a t aS,di �,i;...,.M tsor aA_,.b,:r.w3.i►W+yia3�k'wai :,�.:Ii. ...��—.rr,,.. 0. 9cir.., w,I LOCATION ENERGY CERTIFICATION DESCRIPTION.OF INSULATION A. P. * ROOF MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RES. EXTERIOR WALL MATERIAL TYPE FIBERGLASS BRAND NAME CERTAINTEED THICKNESS (INCHES) C9 THERMAL RES. R- 15 CEILING BATT OR BLANKET TYPE FIBERGLASS BRAND NAME CERTAINTEED THICKNESS (INCHES)11 ' •— ` '' THERMAL' RES. R'3 L►70SE FILL TYPE F BRAND NAME UERTAlNTEEV TIIICKNESS (INCHES) tS THERMAL RES. R-318 ELEVATED FIBERGLASS MATERIAL BRAND NAME CERTAINTEED THICKNESS (INCHES) (o THERMAL RES. - 19 V7 00R. SLAB MATERIAL BRAND NAME THICKNESS (INCHES) _ THERMAL RES. WIDTH FOUNDATION WALL MATERIAL BRAND NAME .THICKNESS (INCHES) THERMAL RES. I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. HAWKINS INDUSTRIES INC. 622184 It FIRM NAME STATE CONTRACTOR'S LICENSE 0 ..I- --- -_ _I A 12-c3Isa SIGNATURE DATE M MM R kAM11MMMMAMkRMMRN11M1►MMRRRAIl1►p"'N IfAAAM1INRMMMNIIMAAMk11M•MIIMMI/M I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACAMENTS NAVE BEEN INSTALLED AS REQUIRED BY THE STATE OF C..'.TFORNIA ENERGY REQUIREMENTS. FIRM NAME STATE CONTRACTOR'S LICENSE # SIGNATURE - GEN. CONTR./OWNER ' DATE IL S 1plo i1b 1 _ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Woville, California 95965 - Telephone: 916/538-7541 �Q — APPLICATION AND PERMIT `Vv ASSESSOR PARCEL NUMBER 25-090-058 PORT ZONING A 40 BUILDING PERMIT OWNER HOMIER BAKER TELEPHONE Z - SQ. FT. OCC. BUILDING VALUATION R 139,150 OWNER'S MAILING ADDRESS50 11250 PEORIA RD BROWNS LLEY 1415-1171 672' M 12,096 CONTRACTOR'S NAME CARTER NE 317 C 4,121 - uCt CONTRACTOR'�T�ING ADDRESS Fireplace "At' 1 500 CONSTRUCTION LENDER NORWEST MORTGAGE UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS 441 COLUSA AVE YUBA CITY 95991 Permit Fee $ 5 ARCHITECT OR ENGINEER ESTRADA & TALLE LICENSE NO. Plan Checking Fee $ 2 Ener Plan Checking 9Y g Fee $ .00 ARCHITECT OR ENGINEER'S MAILING ADDRESS 208 BRIDGE ST YUBA CITY Penalty —15 $ cpeA. 5-0 BUILDING ADDRESS 250 WILLEY WAY BIGGS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 11 2,00 2700 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME 6 RIO BONITO COLONY PARCEL MAP �_ 3 Water piping , 5.00 5,00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 0.00ea TYPE OF WORK New U Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: SE I RIM Permit Fee $ 5400 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. E-1 1, as the owner, or my employees with wages as their sole compen• sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.(DWELLING OCCUP.D) OR ACDNS. ACC. BLOGS. , /20sgft 8-2 NEW CONSTR. ULTI.OUTLET NON•RESID BRANCH CIRC ITS . 2.50 ea, /POWER APPARATUS e %SINGLE OUTLET CIR. / Ex. Occup\OUTLETS OR FIXTURES20@50Q DAL@ 30 FIXED Ex. Occup. OUTLETS P(RESID )REAJ 2.00 - Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. Iyirin g15.00 Permit Fee $ 119-55 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. I Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. Contractor MECHANICAL PERMIT Filing Fee 1 10.00 Heating Cooling g 4 TON 11.00 Hood 3.00 3,00 Ventilation 4 3.00 12.00 Permit Fee $ 42.00 Contractor 1 I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrueSC against saip County in cons9quer a of the granting of this permit. _ X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over '0" dee and demolition Vc/ 7�/ ion of structures over 3 stories in height.1//� �� 1 V /7 / Mobile Home Installation Fee $ Energy Inspection Fee $ co PE TOTAL F rlAz CUA PARK I P• PD• IssyE. his permit is hereby issued unoer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicaeDfor which fees have been paid. OF�I LIC WORKS ByDate OZWNITE-D.P.W.. PE MIT EXPIRES ate Receipt No. j1 l - % 7 %as YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT `1 •� � r",�3�. COUNTY OF BUTTE,- DEP9TIIIIENT_OF- t BLIC WORKS -BUILDING DIVISION f 7 COUNTY CENTER DRIVE - OROVILLE, CALIFO MJJ•795965 - TELEPHONE: 916/538-7541 - PERMIT APPLICATION iA � TA SHEET _ � Permit No. OWNER l"��l/i�%'i��Y G I�e A. P. No.25-6 90 _�- Proposed Building Use Ss l � 1 bfclo-ariw-, Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. -All items have been submitted . .................................... 2..Plot plans iri duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data includin fac rer's installation I tructions. off . .. .................. y L (P 10. ees of $ ..................... r V1, f 1. Chico Urban Area fees paid 12. Park es paid .................................................... 13. V I ri1 Cf 4 School District fees paid .............. ` 14. Sanitation approval from v Le Health Department 15. City of Chico plumbing permit ................`...................... 16. Plot plan and business license approval from City of (see City for other requirements) Planning approval for (A) Use: (B) Parking: .. ' -18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20: Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21.\Contractor's license information (No., Name Style, Classification) ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization .... Z/. When you issue thee Telephone mi Telephone �7. Other C- ea%roar *,b« -Fe 9 0- a/ hold for pickup at Mail to contractor. _Deliver w/inspector. ' IS Applicant iejCR V4. ro0bo*zJ"� Date U �S Copy of Hdz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit is ua ce: (Circle a ite no checked above). 1. Index permit for above items No. 5 2. Additional items re ui Contractor, designer, owner, was advised of above required data by_phone--nail—counter by -.date Contractor, desig er, owner, was advised of above required data by_phone_maII—counter y date �� i q Plan c ec ed by � � Date �� Plans approved by Date `0�! Sets of plans'on hold in File cabinet AP folder Copy—DPW TO: Building Department FROM: :Encroachment Permit Section RE:' Driveway Clearance ae �e� Z �a �,-Ile' 600 _ ZV`-0 owner location' AP -� cr Driveway permit n,9w e o eeled has been issued for the above property. si ature date Buildina Department .r TO ' , , FROM: Environmental Health SUBJECT: Sanitation Clearance C - Ovine Lecation A # Plan Approved for: Hold final for: Sewage Disposal 7inal clearance O.R. for: Clearance for �bedroom mobile home." other Water Supply rzeJ Water Supply Water Supply NOTE *** _ --- Sanitarian COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telecnone: 916.'536-7541, ARPLICATION AND PERMIT ASSESSOR PARCEL U B R —� Pp ZONING PERMIT OWNER M� e2 Al lc2 TELEPHONE 7142 - ka g,�- . FT. S�OCC_- I . BUILDING VALUATION OYvNER-3 MAILING ADDRESS ,Q n `A- S /5511 50 C O N TRACTOR' 5 N AM E Lestr1Z C1f2iE� TELEPHONE 1 2 CONTRACTOR'S MAILING ADDRESS I Fireplace �. ,,� c, c> �LENOER �R,rG,46-� UNKNOWN CONS RUCTIONOR LE/•IOER•S MAILING_ AOORES)S� ]/ L � l JrvC?� wRCHITE Tp� •�-��=-K LICENSE NO. Total Valuation I S Z Filing Fee S 70.00 Permit Fee S Plan Checking Fee S W,? ARCHITECT ON ENGINEER -1 MAILING AOORESS /► ao8 B t/�ft Cry �/7 Energy Plan Checking Fee $ /5-00 ! Penalty $ SUILOING AOORESS Permit fee $ 73,Z -S PLUMBING PERMIT Filing Fee 10.00 Eacn Trao 2.00 Z .00 Solar or heat pump water heater 20.00 LOT NO. SUB (VISION NAME PARCEL MAP 1 v U N! (D co/a~ Water piping 5.00,x. OBJ Each qas water heater or vent 5.0o 15. p-,=. USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other • SPECtPY Gas piping system 1 - 5 outlets 5.00 I S. 6th Building sewer 5.00 IS`. 00 Mobile Home ( S I G I W j10.00ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee S s • OV Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 0001 OR L=SS 100 AMP OR LESS 10.00 116 0 Main service EA. ACO -L 100 AMP 2.50 I.Z.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): j�l Gi55�o 1-1 1 am licensed under provisions of Chapt. 9, Div. 3 of t e Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification. [7I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) • ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. OWELLING oCCU1.1, OR AOONS. ACC. SLOGS. , �c7o� � vicsaftl NEW CONSTR UL -71 OUTL.T SIC.PL CIPC ITS 12.SOeal POWER APPARATUS d OUTLET CIR. ) I EX. OCCUD� OUTLETS OR FIXTURES IZo .30t =e !I 30ti EX. OCcuo. OUTS TS 0RESIO.IPEA.) 1 2.00 1 Temporary service 110.00 I Qt) Mobile Home Facilities 1 15.00'I Misc. Wiring 15.00 I t Permit Fee $ j WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating I 1 Cooling Ll TO&I Hood I 3.00 1 j.6;> Ventilation I �O it permFee $ qg, QD L Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws -relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. t also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5.0" deep and demolition or construct- ,on of structures over 3 stones .n he,ght. Mobile Home Installation Fee $ Energy inspection Fee $ .UO occ CONST TYPE /— TOTAL FEE S / ` It 60 NAS :UA i PARK ;cry FLD coF IAfi ?o ,o.•Iss I This permit is hereby issued unser signs of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the appilcaole prov resolutions to dol - have been paid. WORKS Date • Receipt No. �� � 7•7• % S TILL.— SE3300. 014I N5PCCT0-. GaIaLMROa•APP_,LA»f rp'" ° «.,i rz2 *+ a",• gyp �+�o :� grass war ^stir• w.� .w .w 7ylr � �w.r: s+ Wfr'q *r.40 ow, P c M�vv*; . ^ c + BUTTE COUNTY'`SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (O•ne Fcrm per Building) A.P. NumberBuilding Department No. School District Property Owner Project Location/Address City 0 County Jurisdiction ker Subdivision Lot Number Residential -Development: a /' a Sq. Footage2G50 # of Living MHI Addition (Group R) Units Commercial/Industrial: D Sq. Footage New, Addition (Including Exterior Roofed Areas) L Date (Floor Plans reviewed by School District Personnel) District Id No.' n School District certifies that lG f.:..7 " .D d 7 7 (Applicant Name) (Phone Number) (Street Addres ) (City) (State) (Zip Code) ha.s complied with the requirements of Resolution No. the payment of $ representing Sv square feet. School.District Representative Date PAID BY.CHECK NO. a BANK NO // s PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE ,-,(8/88) PARCEL CHECK LIST AND REQUIREMENTS Owner �� tom, `� �- y Permit No. ? 7- A.P. A.P. No. Telephone No. 7 7 Z Date 1. Parcel creation Map Book Page �o Legal Parcel Creation date a 4. by 60' R/W Certificate of Compliance Other Specify) ,X- Parcel created by subdivision map prior to July 1, Parcel size is less than 5 acres C y. 7 6 4 -C! -v 'J Parcel exempt from items 3, 4, and 5 and improvement requirements Minimum Parcel Size (must meet zone or) Parcel meets frontage and -area requirements of zone �arcel does not meet frontage and area requirements of zone or Parcel is merged pursuant to Section 20-180.2 Parcel has vested right to develop Legal Access Parcel fronts on publicly maintained road (Road Name) V'- Parcel does not front on public maintained road G4/�' •••y Z�J Y (Road Name) Documentation on legal access required (must be by Title Co. or licensed engineer or surveyor) Documentation on legal access submitted and accepted. py of form sent—to Land Development for Copy orm sent to.builaing Department rovement requirements (Date) Road Improvements not Required F-1 Road Improvements Completed and Approved for Building Permit Issuance Date By 7/26/91 91.36372 Return to DPW AGRICULTURAL STATD&NT' OF AC�YOWLEDGEMNT FOR RESIDENTIAL DEVELOPMUT Section 26-8.1- of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 1 1 91-036372 The property described herein is adjacent 1 to land or included within an area zoned Recorded I for agricultural purposes, and residents Official Records 1 of this property may be subject to incon- County of I veniences or discomfort arising from the Butte I use of agricultural chemicals, including, Candace J. Grubbs I but not limited to herbicides, pesticides, Recorder I and fertilizers; and from the pursuit 9:10am 3 -Sep -91 I of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. Rec Fee 7.00 STF 1.00 Cash 8.00 XX 2 Butte Countv has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All that real property situate in the County of Butte, State of California, described as follows: 315E LXN I9li Date: State of California) ) SS. County of Sutter ) 4 /+TT.4 r-i4E P On this the 23rd undersigned Notary PROPERTY 'OWNERS : S day o August ,19 91 before me, the Public, personally appeared Homer C. Baker and Jean L. Baker ® Personally known to me. F� Proved to me on the basis of satisfactory evidence. o be the person(s) whose name(s) are OFFICIAL SEAI ubscribed to the within instrument and acknowledged that they CAROL CARPIO 'm NOTARY PUBltGCALIFORNIA Xecuted the same for the purposes therein contained. IN ?JITNESS A•, SUTTER COUNTY EREOF, I hereunto set my hand and official seal. NV Commission Expires Juns 14,1 WQ Present A.P. Nofb-�`" `iota ublic ..9-1-3637Z DESCRIPTION ORDER NO. BU -121136-3 ALL,.' THAT CERTAIN REAL, � PROPERTY SITUATE IN THE - STATE ' OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS•: PARCEL I • t t �+ LOT 6 IN BLOCK 2, AS SHOWN ON TOAT CERTAIN MAP .ENTITLED, "RIO BONITO COLONY, BUTTE COUNTY, CAI�A:", WHICH MAP WAS RECORDED IN . k-,. THE OFFICE OF THE RECORDER OF THE COUNTY OF. BUTT&,-jSTATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE(S) 31. RESERVING THEREFROM A NON—EXCLUSIVE RIGHT OF WAY FOR INGRESS AND EGRESS AND PUBLIC UTILITIES, AND DRAINAGE FACILITIES— dVER THE NORTHERLY 30 FEET. SUBJECT TO COVENANTS, CONDITIONS 141N6 RESTRICTIONS, RECORDED MAY 5, 1988, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 88-14035. PARCEL II• a A NON—EXCLUSIVE RIGHT OF. WAY .FOR INGRESS AND EGRESS AND PUBLIC UTILITIES AND DRAINAGE FACILITIES OVER THE FOLLOWING DESCRIBED PROPERTY: A PARCEL OF LAND DESCRIBED AS A CIRCLE OVER LOTS 9, 10, 11 AND 12, IN BLOCK 2, AS SHOWN ON' THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY, BUTTE COUNTY, GALA.",, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGES) 31, HAVING A RADIUS OF 50.00 FEET AND A RADIUS POINT LOCATED ON THE SOUTH LINE OF SAID LOT 11, AT A POINT 34.99 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID LOT. EXCEPTING THEREFROM THAT PORTION EYING WITHIN LOT 12,.BLOCK 2 OF SAID MAP. PARCEL III• A NON—EXCLUSIVE RIGHT OF WAY FOR ,INGRESS AND EGRESS AND PUBLIC UTILITIES, AND DRAINAGE FACILITIES OVER THE SOUTHERLY 30.00 FEET OF LOTS 1, 3, 5, 7 AND 9 AND THE NORTHERLY 30.00 FEET OF LOTS 4, 8 AND 10 ALL LYING IN BLOCK 2, TAS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY, BUTTE COUNTY, CALA.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE REORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE(S) 31. PARCEL IV: AN EASEMENT FOR ROAD AND DRAINAGE DITCH PURPOSES' OVER THE NORTHERLY 30.00 FEET OF LOT 2, IN BLOCK 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY, BUTTE COUNTY, CALA.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE (S) 31. END OF DOCUMENT -z. ' 8/91 RESIDENTIAL PLAN CHECKING GUIDE ..MISCELL EO.US-,ITEMS TO LOOK OUT FOR ` n, 1 �Stairwayi°details: landings, rise and run, head clearance, handrails (Sec. 3306). �ra�det-ails (Sec. 1711 & 3306(J) Blick or stone veneer (Chapter 30). Z!/. Exterior plaster - weep screeds (Seca 4706). + Proper roof pitch for roof convering (Chapter 32). oo covering type - (fire hazard). �. m insulation - protection. 8. 36" halls and stairways. ving area over garage - complete 1 -hour separation required on garage side inc supporting walls and posts, etc. exi s on three-story dwellings (sec. 3303 & see Mezannines - 1716). tic access and ventilation (Sec. 3205). M Undexfloor access and ventilation (Sec. 2516). 1 . ombustion air for fuel burning appliances - L.P.G. requirements. 1i re uirements on duplexes. �/1 �crgy design. , Flashing at all•exterior openings. 1- =responsible area requirements. 9- /o -q / H�f f, -Z- add � - -� Dd�`Ti4 � � 6 Sol(, a RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F.; DUPLEX & MISC. ONLY) p Bldg. Permit # �O OWNER_ A.P. '# Z.9_0y-sw GENERAL Plan Checker je oke- ning requirements: (sideyards and number of permitted living units). Valuation. �R RE¢�p Plans signed by designer. Proper description of work on application. meting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). -W--corded notice of violation. PLOT PLAN �/tnplete parcel size and dimensions. � Setbacks, sideyards, easements, etc. 3fr'ppher buildings or structures. rading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- stible, and foundations). 7. FAN,&, FAS road setback. 8. Build or utilities across lot lines (Record form). FT.nnp PT.AN mplete to scale plan with dimensions. P,dquired windows for light and ventilation (Sec. 1205). ' yeQuired windows for second exit (Sec. 1204). , 4". kylights (Chapter 34 & Sec. 5207). 50' -Human impact glass (Sec. 5406). 61 R ired.room sizes; ceiling height's (Sec.'1207). 7 GFS in baths, garage, kitchen, and exterior outlets (Article'210=8). 84 -Light fixtures, switches, receptacles, and exterior receptacles for main- tenance -of mechanical equipment. 9cations of water heater, heating and cooling equipment, other'electrical' v�ag& equipment. 1 firewall, door size, and closer (Sec. 503(d)(3)). 1.0" exterior exit door (sec. 3304 (f). 1Fi ace and wood stove location, alcoves,.and clearance. 1 e detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 41 Standard bracing or engineered design (Table 25V) 2- visual shape, size, or split level house requiring lateral design. ---C estory requiring balloon framing and/or engineering. hV 'story building requiring engineered calculations and plans. o undation plan complete enough to construct building. P �DOQE Floor construction details complete enough to construct building 6S1&a rte --Elevations and wall construction details complete enough to construct building FA,-�of construction details complete enough to construct building. mace construction details and calcs if necessary. 1�1Za�ter ties or bearing ridge beam. l a a e door or porch header sizes. 1 ud heights. 1 Adobe soils - special foundation design. 1 ening walls requiring design. ll -'-Special Inspection required. Ce r s ^ � GLS _• ``. .`.' .. ^ ` ' - ^ ' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R =============================================================================== Project Title.i.... i... BAKER 2650 PLAN Date........ 08/05/91 Project Address........ --------------------- YUBA CITY | | DocumentationAuthor... RICHARD TALLE - | Building Permit # | Company................ ESTRADA & TALLE DESIGN I | Telephone;............. (916) 674-1670 | Plan Check / Date | | � Compliance Method...... MICROPAS3 by Enercomp, Inc. | Field Check/ Date | Climate Zone ............ 11 --------------------- =============================================================================== | MICROPAS3 v3.11 File -BAKER Wth-CTZ11 Program -FORM CF -1R | | User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION | GENERAL INFORMATION Conditioned Floor Area..... 2650 sf- Building Type.............. Single Family Detached Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type...'. Raised Floor (Package E) ` Infiltration Control......, Standard ` BUILDING SHELL INSULATION _________________________ Component Insul Type R -value Wall R-11 Roof R-38 Door R-0 Floor R-19 Glazing GLAZING Area Orientation __________________ # of Interior (sf) Window Front . (N) ------ 60.0 Window Front (N) 36.0 Window Left (E) 39.0 Window Left (E) 21.0 Door Left (E) 53.0 Window Back (S) 50.0 Door Back (S) 40.0 Window "Back None (S) 25.0 Window Right (W) 37.0 Location/Comments TO OUTSIDE, TO GARAGE ATTIC to outside, TO GARAGE, TO OUTSIDE TO CRAWLSPACE ~ ^ � GLAZING # of Interior Exterior Framing Panes _____ Shading __________ Shading Overhang Type 2 drapes ______________ None ________ None -------- Metal 2 drapes None Yes Metal 2 drapes None None Metal 2 drapes None Yes Metal 1 drapes None Yes Metal 2 drapes None Yes Metal 1 drapes None Yes Metal 2 drapes None None Metal 2 drapes None None Metal ~ ^ � CERTIFICATE OF COMPLIANCE: RESIDENTIAL_ Page 2 CF -IR Project Title.; ......... BAKER 2650 PLAN Date........ 08/05/91 1 MICROPAS3 v3.11 File -BAKER Wth-CTZ11 Program-FORM'CF-1R f User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION ------------------------------------------------------------------------------------------ GLAZING Glazing Area # of Interior- Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Window Horz 32.0 2 drapes Tint None Metal THERMAL MASS ------------ Area Thickness Hard Surfaced/ Type (sf) (in) Exposed Location/Comments I neer ior-Hor z 346 10 Yes ENTRY SUNROOM PATH Inter-i•orHorz 60 1.0 Yes COUNTERTOPS Inter-iorHor z 25 4.0 Yes STOVE ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value ---------------- ------------ ------------- ------- Gas 0.720 SE Cr-awlspace R-5.7 AirCond 8.90 SEER Crawlspace R-5.7 ACTUAL MVAC SYSTEMS ------------------- Actual Output Manufacturer- and Model # Actual System Efficiency (Btuh) (or- approved equal) --------------- ----------- -------- ----------------------------------- Heating Cooling Cooling Coil. CEG Maximum output for Gas Central Furnaces: 94020 Btuh ^ . . ' .. `. . . . CERTIFICATE OF COMPLIANCE: -RESIDENTIAL OPage 3 CF -1R =============================================================================== Project Title.......... BAKER 2650 PLAN Date........ 08/05/91 =============================================================================== | 'MICROPAS3 v3.11 File -BAKER Wth-CTZ11 Program -FORM CF -1R | | User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION | ------------------------------------------------------------------------------- WATER HEATING SYSTEMS Tank R-12 or . .# of Vol Greater Manufacturer and Model # Energy System Type Heat (gal) Blanket (or approved equal) Credits -------------------- ____ _____ _______ ____________________________ ---------- Meets EEC _________Meets'CEC Minimum n/a n/a Yes None SPECIAL FEATURES/REMARKS ________________________ ` � CERTIFICATE OF COMPLIANCE:� RESIDENTIAL ''�--' � --Page 4 CF -1R =============================================================================== Project Title.......... BAKER 2650 PLAN Date........ 08/05/91 =============================================================================== | ' MICROPAS3 v3.11 File -BAKER Wth-CTZ11 Program -FORM CF -1R | | User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION | _______________________________________________________________________________ COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retiin a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Name.. Compan Addres Phone. Licens Signed DESIGNER DOCUMENTATION AUTHOR OWNER Name.... MR. HOMER BAKER , Company. Address. Name.... RICHARD TALLE Company. ESTRADA & TALLE DESIGN Address. 206 BRIDGE STREET YUBA CITY, CALIFORNIA 95 Phone. ' � x Signed � (date) ' Phone... Signed Name.... Title... Agency.. Phone... Signed (date) ENFORCEMENT AGENCY (date) COMPUTER METHOD SUMMARY' Page 1 C -2R Project Title ........... BAKER 2650 PLAN Date........ 08/05/91 Project Address........ -------------------- YUBA CITY ; Documentation'Author... RICHARD TALLE ; Building Permit # Company ........ :....... ESTRADA & TALLE DESIGN Telephone .............. (916) 674-1670 S Plan Check / Date Compliance Method...... MICROPAS3 by Ener -comp„ Inc.. f Field Check:/ Date Climate Zone........... 11 ----------------------- MICROPAS3 v3.11 File -BAKER W•th-CTZ11 Program -FORM C -2R User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION ------------------------------------------------------------------------------------- - MICROPAS= ENERGY USE SUMMARY ----------------------------- Energy Use Standard Proposed Compliance - (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 28.35 25.64 2.71 Space Cooling..;....... 21.17 22.44 -1.27 = Water Heating...... ... 7.70 7.70 0.00 Total 57.22 55.78 1.44 - Building complies with Computer- Performance GENERAL INFORMATION ------------------- Conditioned Floor- Area 2650 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 0 deg (N) Number- of Dwelling Units... 9. Number of Building Stories. 1 Weather- Data Type.......... ReducedYear- Floor Construction Type...., Raised Floor -(Package E) Number- of Building Zones—, 1 Conditioned Volume......... 21691 cf Footprint Area ............. . 2650, sf Slab -On -Grade Area G sf Glazing Percentage........ • 140/ of FA S r Average Ceiling Height...., 802 ft / � 1"'T.'-' / . | COMPUTER METHOT SUMMARY ~-^- '� ' � ' � Page 2 C -2R � Project Title.......... BAKER 2650 PLAN Date........ 08/05/91 - | MICROPAS3 v3.11 File -BAKER Wth-CT311 Program -FORM C -2R | | User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION | _______________________________________________________________________________ BUILDING ZONE INFORMATION Floor # of Vent Special Cond- Area Volume Dwell Thermostat Height Vent Area Zone Type itioned (sf) (cf) Units Type (ft) (sf) HOUSE Residence Yes 2650 21691 1.00 Setback 2.0 n/a OPAQUE SURFACES Area U- Insul _______________ Act Solar Location/ Form 3 Surface ____________ (sf) ______ value R-val Azmth Tilt Gains Comments Reference HOUSE _____ _____ _____ ____ _____ ________________ _____________ 1 Wall 32 0.098 R-11 0 90 Yes TO OUTSIDE W.11.2X4.16 2 Wall 104 0.098 R-11 0 90 Yes TO OUTSIDE W.11.2X4.16 3 Wall 68 0.098 R-11 0 ' 90 Yes W.11.2X4.16 4 Wall 104 0.098 R-11 0 90 Yes W.11.2X4.16 5 Wall 192 0.098 R-11 0 90 Yes W.11.2X4.16 6 Wall 80 0.098 R-11 90 90 Yes W.11.2X4.16 7 Wall 48 0.098 R-11 90 90 Yes W.11.2X4.16 8 Wall 84 0.098 R-11 90 90 No TO GARAGE W.11.2X4.16 9 Wall 136 0.098 R-11 90 90 Yes TO OUTSIDE W.11.2X4.16 10 Wall 8O 0.098 R-11 90 90 Yes TO OUTSIDE W.11.2X4.16 11 Wall 32 0.018 R-11 90 90 Yes TO OUTSIDE W.11.2X4.16 12 Wall 124 0.098 R-11 90 90 Yes TO OUTSIDE W.11.2X4.16 13 Wall 88 0.098 R-11 180 90 Yes W.11.2X4.16 14 Wall 105 0.098 R-11 180 90 Yes. W.11.2X4.16 15 Wall 114 0.09R R-11 180 90 Yes W.11.2X4.16 16 Wall 56 0.098 R-11 180 90 Yes W.11.2X4.16 17 Wall 136 0.098 R-11 180 90 Yes W.11.2X4.16 18 Wall 476 0.098 R-11 270 90 Yes W.11.2X4.16 19 Wall 48 0.098 R-11 270 90 Yes' W.11.2X4.16 20 Wall 80 0.098 R-11 270 90 Yes TO OUTSIDE W.11.2X4.16 21 Roof 2618 0.029 R-38 0 0 Yes ATTIC R.38.2X12.24 22 Door 20 0.330 R-0 0 90 Yes to outside None 23 Door 20 0.330 R-0 90 90 No TO GARAGE None 24 Door 20 0.330 R-0 180 90 Yes TO OUTSIDE None 25 Floor 2650 0.037 R-19 0 0 No TO CRAWLSPACE FC19.2X8.16 COMPUTER -METHOD SUMMARY: Page 3 C -2R Project Title.......... BAKER 2650 PLAN Date........ 08/05/91 M I CROPAS3 v3.11 File -BAKER Wt h--CTZ 1 1 Program -FORM C -2R Is 1 User#-MP1419 User--ESTRADA & TALLE DESIGN Run -BASE CONDITION GLAZING SURFACES OVERHANGS AND SIDE FINS ---Window- - ------ Overhang ----- ---Left Fin--•- ---Right Fin -- Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE .6 n/a 2 Window 20.0 6.6 4 Window SC Interior- SC Window 21.0 Area # of Frame Open U- Act Window Glass Shade GIs+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE n/a n/a n/a n/a 4 1 .6 n/a n/a n/a n/a 1 Window 30.0 2 Metal Slider 0.65 0 90 0.77 drapes 0.66 2 Window 20.0 2. Metal Fixed 0.65 0 90 0.77 drapes 0.66 3 Window 30.0 2 Metal. Slider 0.65 0 90 0.77 drapes 0.66 4 Window 16.0 2 Metal Slider 0.65 0 90 0.77 drapes 0.66 5 Window 14.0 2 Metal. Slider 0.65 90 90 0.77 drapes 0.66 6 Window 25.0 2 Metal Slider- 0.65 90 90 0.77 drapes 0.66 7 Window 21.0 2 Metal Slider 0.65 90 90 0.77 drapes 0.66 8 Door- 53.0 1 Metal. Slider 1.10 90 90 0.88 drapes 0.30 9 Window 14.0 2 Metal Slider- 0.65 180 90 0.77 drapes 0.66 10 Window 16.0 2 Metal Slider 0.65 .180 90 0.77 drapes 0.66 11 Window 20.0 2 Metal Fixed 0.65 180 90 0.77 drapes 0.66 12 Door 40.0 1 Metal Slider 1.10 180 90 0.88 drapes 0.80 13 Window 25.0 2 Metal Slider 0.65 180 90 0.77 drapes 0.66 14 Window 12.0 2 Metal Slider 0.65 270 90 0.77 drapes 0.66 15 Window 25.0 2 Metal Slider 0.65 270 90 0.77 drapes 0.66 16 Window 32.0 2 Metal Slider 0.65 0 0 0.77 drapes 0.66 OVERHANGS AND SIDE FINS ---Window- - ------ Overhang ----- ---Left Fin--•- ---Right Fin -- Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE .6 n/a 2 Window 20.0 6.6 4 Window 16.0 4 7 Window 21.0 3.5 .8 Door. 53.0 6.6 9 Window 14.0 3.5 10 Window 16.0 4 11 Window 20.0 4 12 Door- 40.0 6.6 .. 5 .6 n/a n/a n/a n/a n/a n/a n/a n/a 4 1 .6 n/a n/a n/a n/a n/a n/a n/a n/a 6 15.6 .6 n/a n/a n/a n/a n/a n/a n/a n/a 8 8 .6 n/a n/a n/a n/a n/a n/a n/a n/a 4 1 .6 n/a n/a n/a n/a n/a n/a n/a n/a 4 11 .6 n/a n/a n/a n/a n/a n/a n/a n/a 5 11 .6 n/a n/a n/a n/a n/a n/a n/a n/a 6 1 .6 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY -•ti• Page 4 C -2R Project Title.......... BAKER 2650 PLAN Date,! ..... 08/05/91 MICROPAS3 v3.11 File -BAKER Wth-CTZ.11 Program -FORM C -2R User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION --------------------•------------------------------------------------------------- r EXTERIOR SHADING ---------------- Area Shading SC of. Surface (sf) Type Ext Shade HOUSE 16 Window 32.0 Tint THERMAL MASS 0.25 WATER HEATING SYSTEMS Capa- R-12 or- Pilot System # of city Greater- Effic- Standby Input Size Type Heat (gal.) Blanket iency Loss Rating (Btuh) Credits Waiver Heater- to meet. minimum CEC Standards SPECIAL FEATURES/REMARKS ----------------------- 9 Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 I nte,r- i or Horz 346 1.0 24.0 0.67 R-0.0 ENTRY SUNROOM BATH 2 InteriorHorz 60 1.0 24.0 0.67 R-0.0 t COUNTERTOPS InteriorHorz 25 4.0 21.0 0.59 R--0.0 STOVE HVAC SYSTEMS ------------ Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Gas 0.720 SE Cr-awlspace R-5.7 0.834 Air-Cond 8.90 SEER Crawlspace R-5.7 0.867 WATER HEATING SYSTEMS Capa- R-12 or- Pilot System # of city Greater- Effic- Standby Input Size Type Heat (gal.) Blanket iency Loss Rating (Btuh) Credits Waiver Heater- to meet. minimum CEC Standards SPECIAL FEATURES/REMARKS ----------------------- 9 . �� , . . * 2-5352(a): - ' MANDATORY MEASURES CHECKLIST: 'RESIDENTIAL ` ' Page 1 MF -1R =============================================================================== Project Title.......... BAKER 2650 PLAN Date........ 08/05/91 Project Address........ weighted ' --------------------- 2-5352(k): YUBA CITY | | Documentation Author... RICHARD TALLE | Building Permit # | Companyi . . . . . v ......... ESTRADA & TALLE DESIGN | | Telephone.............. (916) 674-1670 |-Plan Check / Date | 2-5352(f); Compliance Method...... . MICROPAS3 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... =============================================================================== 11 --------------------- | MICROPAS3 v3.11 File -BAKER. Wth-CTZ11 Program -FORM MF -1R | | User#-MP1419 _______________________________________________________________________________ User-ESTRADA& TALLE DESIGN Run -BASE CONDITION | 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 binding minimumcomponent performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- 2-5317: Infiltration/Exfiltration Controls ' a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and er ment * 2-5352(a): Minimum ceiling insulation R-19 weighted average. ~~ 2-5352(b): Loose fill insulation manufacturers labeled R -Value. * 2-5352(c): Minimum wall insulation in framed walls R-11 �*= weighted average (does not apply to exterior mass walls). 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. -- 2-5311: Insulation specified or installed meets CEC quality standards. Indicate type and fo�m. ' 2-5352(f); Vapor barriers mandatory in Climate Zones 14 and 16. 2-5317: Infiltration/Exfiltration Controls ' a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and ` MANDATORY, MEASURES =============================================================================== CHECKLIST: RESIDENTIAL ' `Page 2 MF -1R Project Title.......... BAKER 2650 PLAN Date........ 08/05/91 | ` MICROPAS3 v3.11 File -BAKER Wth-CTZ11 Program -FORM MF -1R | penetrations caulked and sealed 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC AND PLUMBING SYSTEM MEASURES _________________________________ 2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. 2-5316(b): Exhaust systems have damper contbols. 2-5314(c): Gas-fired space heating equipment has .intermittent ignition devices. ~- Design- Enforce- er ment '.^ pF '' 2"5314: HVAC equipment, water heaters, showerheads and � faucets certified by the CEC. 2-5352(0: Water heater insulation blanket (R-12 or greater) for storage and backup tanks for solar water heating systems (first 5 feet of pipes closest to tank insulated to R-3 or greater). _A0 2-5312(Exception I): Pipe insulation on steam and steam condensate return and recirculating piping. 2-5318(d): Swimming Pool Heating 1. S)/stem has: ' ' ' � ' . MANDATORY MEASURES CHECKLISTi RESIDENTIAL Page' 3 MF -1R =============================================================================== .Project Title.......... BAKER 2650 PLAN Date........ 08/05/91 . =============================================================================== | MICROPAS3 v3.11 File -BAKER Wth-CTZ11 Program-FORMMF-1R | | . User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION | ________________________________________i______________________________________ a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. ' 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES Design- Enforce- er ment 2-5352(j): Lighting - 25 lumens/watt or greater for �� ~~ general lighting in kitchens and bathrooms. 2-5314(c); Gas fired appliances equipped with intermittent ignition devices. . ` ' 2-5314(a): Refrigerators, refrigerator -freezers, ~~ freezers and fluorescent lamp ballasts certified by the CEC. HEATING AND COOLING LOAD SUMMARY Heating ' Description' --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 16678 ----------- 8088 Glazing Conduction............... 12189 6838 Glazing Solar..,................. n/a 16686 ' Infiltration..................... 12790 4239 Internal Gain.................... n/a 2550 Ducts.....................,...... 4166 1920 Sensible Load.................... 45823 ' 40320 Latent Load...................... n/a 8064 ' Total Load __ 45823 ___________ 48384 .7 7' . .HVAC SIZING =============================================================================== Page 1 HVAC Project Title.......... BAKER 26500LAN Date........ 08/05/91 Project Address........ --------------------- YUBA CITY '| | Documentation Author... RICHARD TALLE | Building Permit # | Company................ ESTRADA & TALLE DESIGN | | Telephone.............. (916) 674-1670 | Plan Check / Date | Compliance Method...... MICROPAS3 by Enercomp, Inc. | | | Field Check/ Date | Climate Zone........... 11 --------------------- =============================================================================== | MICROPASV v3.11 File -BAKER Wth-CTZ11 Program -HVAC SIZING | | User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION | GENERAL INFORMATION Floor ------------------- Area................. 2650 sf ' Volume..................... 21691 cf Front Orientation.......... Front Facing 0 deg (N) Sizing Location ...... 1..... YUBA CITY ` Latitude................... 39.1 degrees Winter Outside Design...... 29 F Winter Inside Design....... 70 F Summer Outside Design...... 101 F Summer Inside Design....... 78 F Summer Range............... 36 F Shading Used............... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Not,: The loads shown are only one of the criteria affecting Ae selection Heating Cooling Description' --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 16678 ----------- 8088 Glazing Conduction............... 12189 6838 Glazing Solar..,................. n/a 16686 ' Infiltration..................... 12790 4239 Internal Gain.................... n/a 2550 Ducts.....................,...... 4166 1920 Sensible Load.................... 45823 ' 40320 Latent Load...................... n/a 8064 ' Total Load __ 45823 ___________ 48384 Not,: The loads shown are only one of the criteria affecting Ae selection ,.' `�nr HVAC' SIZING "..;Page o 2 � HVAC =============================================================================== Project Title.......BAKER 2650 PLAN' Date........ 08/05/91 =============================================================================== | ^' MICROPAS3 v3.11 ' File -BAKER Wth-CTZ11 "Program -HVAC SIZING | | User#-MP1419 User-ESTRADA & TALLE DESIGN Run -BASE CONDITION | � _______________________________________________________________________________ of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of ' equipment, oversizing safety margin, etc., must also be considered. It is� the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output for gas central furnaces only: 1.3 x ( 45823 + (10 x 2650)) = 94020 Btuh ~ BUTTE COUNTY BUILDING DEPARTMENJ -----------------------------------------------------------OC7-1- 1 MU ------------______A___P__ rQOCT-17-91 THU 8:43 ESTRADA.-TALLE �R�� � /' /� L 19166715257 ���� rfTr+ / nt�.�l77i /'_'� iii . /7n � f� P-02 m_X$172 WQYRAUA si iNifINQE'Ap�ltP • OEBIDN . A�QOOIA �Otl AiiIQ�Q � Yuan riw ...- -- _. _...... --. �......ww •n a,�W nyA�:RN111917.11 SEND PARTS I AND INTACT - PART 9 WILL BE RETURNED WITH REPLY, Cerbon/cffs POLY PAK (50 SETS) IPd72 - - -- AW.HOR HOLT - = ,1'•' W' . Fief!!. NaM o13 a SM F'L'AN C.OARSTRUGTION .-Jo r I ac P.T17P, SILL / 4" C40WFtEM SLAB W/ . *3- uar Arc l -A. WAY 2- #4 �NT NIJOVc , TOP AND BOTTOM 3' GLR.j TYPICAL - kw ROCIS-Uj-t7� WUNTY • _ - BUILDING DEPARTMENT A 6" (ONE STCIZO 8' (THO STORY}; ;Ac)ppo I , a w 12' MUS. - �o ONE STORY 15" MIN. FFARA F �` I ..-�:..::i .N.?. �•�.it '• �• •�=:/:I.. •T:,�.� aiY- '7. '�s'�r..:: _'P�'��%i'��• .�e.Y�:li�:� •`• �- .�L��-.'.."- . .-: ♦ a..v�.- r.1 --.� �_r .-. .' .a- _ � l: .....' ,1_. moi- �•••.- .I • r �•.V �{yYr.w�. �:•''.. rti-• __ .•�.: '.�Y•s`� r}�i• • . --------------------------- -- -- - -- _____ -_---------- -191beb7152J i F.04 ---------- - OCT -17-91 THU 9:44 ESTRADA/TALLE • MIN: - - ` Ia' MIN. = of ^ 'Y'' l•`• -''A ho 't.� .' . v Vii., �,,,'l.•�t• %r..,. ,'' I� � t r••'.iw:_, .;:,:.. :,i J+r... +, ;'• .� ;4-:, 74^' ,j. t,�',. \ Y•�^ y?,rr �.1�i .���-�j.Qp '°: • �' r� t,?'.� I.�kii 1•. •�„� ��ri ♦ of ',.t • .i �.�?� t. ��t 1 � � � �LR.Y, i :"'{ty:f' . x:•ir ti• E-^:,� �,•. ; �!! i�y' y'"�'�2•� til\s •r '.`.��:�: �'• ..• \,:,il `.•' ♦ rS �? • `�L'�t!,.'••J'� •n. v�• y •:rf� ' t Y,f��i�,,t•:r r C•:c : '41t N� ;:��t:j1r:'.'{iA�/• 1 : tr\`►."1'i•, •err' '�+. •s+: i F.�r��t ,�<�,:,1tit ►t :1,1�',•�.`,'�, ♦•��:�• t.rtt'• , < r .^,'1f s; iitr: v t•, • ♦ •i. . '� .+- •?•ty:rY 4 .b•�', i p �' oM'+.• n l�' ri. r�„�• �:C; s'• � D• ��• T.L , � (,�,.�j+.�1�.J;�;��►1•;,. y• :• ,a. ' 1��,4t r..• c.,it,Pti .ia':+�•.�l�f�},",_�r�r' Vy��»,r' �'�� • T:�+ i !',�•M .r� a.,� . fr'J.i.,•'� •..! � �i•' �'1r'7i'r• ' "�' ,�M.•�,' ���cY"'•"^�! �'•� '• `Y ,�, \ �i•`Ar • '�Y.M:•/i r •,! 1 o. • n • RESIDENTIAL 25-09-58 3127-91B,E I BAKER, Homer 250 Willey Way, Biggs cont: Don Scribner (new garage) /0 '� 'OFFICE COPY V Address /16 /&L&- GAS &L-GAS ------ Meter By -- Date ELECTRI DaX Meter By ' S JOB FINALE Signature V=OK O = Not OK Y MOBILE HOMES Not Not Ready MOBILE Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L -ft. / /"Nat. or/ /" L" ft./ /"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. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. -Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch • 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKq VOVERS, CARPORTS, GARAGES, (Plans)OK except #'s j/ oning Requirements -Setbacks -Easements 2. ootin ; Soi I s-Si4_bepfhy Spacing -Connectors -St 16fvoqtJ` _ 3. Decks; Griders and/or Joists -Decking -Bracing -Stair .ail!L' 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 0 O f C -E Sils-Anchors-Studs-Rftrs-Trusses . Siding; Nailing -Veneer -Stucco -Mesh z wj0 Roof; St�tKg-Roofing 11. E ., Steps-Doors-Landinos Date _qj Card B- Date((_j Card B-1 Date/A J _3 -W Card B-1 _ �� / Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability -,f 3. Poo tr ttr Steel- nnect ns- i ness De d -Li 'ng 4. Ele ep a les an Li i D' ances-GFI 5. EI of L hting; 1 V volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminal d 1 7. Elec.; Bonding; Metal w/ '-Circ ng Eq p. r 8. Elec G un g E ip w/5' irc atin E uip.-Pool Lghtg. _ Box s I Ek ur s -P he oar s- ns. to Main in Conduit. 9. Hea h D artment Approval 10. Plumb.; Cir. Test-WaterSu ply T s i� i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK =Not ReaOApplicable Read Not y RESIDENTIAL (; = Date ' UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope ('!)Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------------- - ----------------------- ----- 17. Water Pipe; Test & Anchor -Nail Protection -----------------�- -----------'------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection, --------------- --- -- ------------------ -- Shower Pan: Test. First Floor -Tub Access ---- --- 20. Test -Tub & Shower, Second Floor -Tub Access ---------------- 21. Gas Pipe; Size & Anchors --------- -------------------------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------- --------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit). OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection ---------- ---- ------ ---- -- ------------- ----------- -------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors --------- ---- ----------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ------------ ----------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ------------ - ----------------------------------------------- 26. Equip. Ground made ijp w/Meth. Fastners-Bond & Water --------- -------------------------------------------------Gas.---------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ---------------------------------------------- 28. Subfeed Wire Size r / ga. Cu or AI-A.C. Wire Size / ! ga. Cu or At 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ---------------------------------------------------------------- 31. Equip. Clearances Panels -Motors -Meth. Equip. 32 Clothes Closet Light -Shower Light -Spa Light ------------------------ ---------------------------------------- - ---------- 33. ----------------- 33. Smoke Detector ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support ------------------------------------------------------ 35. Vent Fan Exhaust above insulation ------------------------------------------------ 36. _Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -------------------------------------- ---------------------- -- - -- ----- ------------ 38, ------38. Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 --------------------- --------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors - --.. -------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ----------- ----- --------------------------------------------- _41.- - Bearing -Walls-over--Girders--& -Floor Nailing ------- --------------------------------- --------------------- - 42. Draft Stop in Walls (rat proof) -------------------------------- ----------------------- -------------- 43.- Fire -Stops: Furred Ceilings -Stairs -Chases -Tub ------------------- ------------------------------ 44. Headers & Beam -Size & Bearing jingle 8F Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ------------------------------ 53. _Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ---------------- --- 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access -------- __ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. 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 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector --------------- ------------ 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection --------- - --------- 64. Bedroom Exiting ---------------------------- -- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- ------------- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. --------------- 70. Kit.Fixt & Appliance: Grnd -Air Gap -Cooking Clearance ------------- 71.--Elec. Outlets & Receptacles at Kit. Counter ------------------ --- ----- 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper ------------------------------------------ -- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb. Elec. & Mech._Equip. Listed for Location ----------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes --------------------------------- - - - 78. Guard Rails & Deck -Const ruction- Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No 81. Stucco: Brown -Finish ------------------------------------- -- - 82. A.C. Unit; Disconnect. Electrical, Plumbing -------------------------- - ---- -- 83. Vents Above Roof; Plb9 APP liance-Firep lace. -Clearance to Openings ---------------------------------------- -- 84. Water Well: Disconnect, Electrical, Plumbing ------------- ------------------------ -- -- 85. Exterior Elec. Trim: G.F.I. Receptacle-Under9 round 86. Ventilation Throughout House ------------------ ----- 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric --------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------------------------------------------ -- Date Card B-1 Date Card B -1 ------------------------------------- _B- 1 ---B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS •� 196 Memorial Way, Chico — Phone: 891-2751_ 7 County Center Drive, OroviIIe — Phone: 538-7541 \� i 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE TNO.�/' Y A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. \ 1')t- A I ,—.r.- ✓) 2 '-n , .-- ,n . I F; 3 .a ry ti .f DateA 7 —471 Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS .a 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE r, T N A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this r" .;t i� j Date Inspector Date —` Inspect i COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 4 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 �. 747 Elliott Road, Paradise — Phone: 872-6307 '. CORRECTION NOTICE - OWNER PERMIT NO.—" A routine inspection indicates that the following violations of County Ordinance �f exist at the above address and should be corrected. Please notify this office, a when correction of work is completed. If you have any question pertaining to this matter, or need add i ional explanation, please contact this office immediately: r> ` - �i'4_20 Date —` Inspect i :l Date —` Inspect i . OCT -14-'91 PION 11:51 LIVE OAK F.'LIiG 3JF'PL`t' 9161695265%'+ f 104$0 UVE OAK BLVD. ` � d LOVE OAK, CA 95953 ~,� • .- `w- _. r�.�.- • 91'i®Nv: 595.1851 :FAX # 1 916 695-3658 i • DATE : �4 f t I� WE. ARE TRANSMITTING _ PAGES INCLUDING COVER PAGE. MESSAGE FROM:,//-v-�.�✓�.ri r. THANKS yj. h OCT -14-91, 111ON 11,:'5.2 LI,. -'E Oi�K ,SRL" Illi SUF'F` r°, '9166953658 P. 02 r FOOTING INSPECTION REPORT LRA 7 @ O/GI EE13ING 189`9 ISMUTS ROAD. SUITE A SACRAMENI0, GA 65819 PHONE: 6 t 3MN•0289 DATE:'October 14, 9 9f31 REPORT' `Tai3; Homer Baker 1022 Pease Road - Yuba City, -CA 96991 JOB NUMBER: FF -269 PROJECT; BAKER RESIDENCE 250 Willey Lane Biggs, CA 10®11n431teysk�I 2 firs, 60 Footings excavated and. farms are in place, Four #4 rober continuous around footing, Footings are 20 to 26 laches deep (Prom top of foam) by 9 to 12 inches wido. Lots dt loose soil and clods in boitorri of footings. Very truly yours, ; LRA ENGINEEl #NG _ WmaX Sadie, C 37961 AG:bas �f11f1�6gforat� cco Jerry Kitchell, LIVE OAK BUILDING SUPPLY r : C-7 to w2 1 0 07 �3 (n U tun O DCL r1 � O OW 1W LRA ENGINEERING (Formerly Laver L. Roper and Associates Inc.) — CLAY PRESATURATION INSPECTION — 1805 TRIBUTE ROAD, SUITE A SACRAMENTO. CA 95815 PHONE 916/929-9267 JOB NAME: Baker Residence _ INSP DATE: 10/23/91 INSP TIME: AM JOB NUMBER: FF -259 PERMIT NUMBER: CITY/COUNTY` STREET: 250 Willey Lane CITY: Biggs STATE: CA ZONE: CALLER'S NAME: Jerry Mitchell CONTACT: Jerry Mitch ll PROJECT PHONE #: TECHNICIA e d , TAKEN BY: Barbara DATE: 10/22/91 LOCATION OR LOT NUMBER PRESATURATION PASS FAIL K� s Si4000V _j ADDITIONAL INFORMATION: (USE BACK OF THIS FORM) YES NO SPECIAL INSTRUCTIONS: TIME: MILEAGE: MILES TIME ON SITE: TRAVEL TIME: _ TECH'S SIGNATURE: MILEAGE: MILES r t r j R I O N I TO COLONY IL wo.0OAC.I I V I i I I WOO ASC I 7 9 I N /3 t /5 i. /7 t t W I I I RIO BONITO COLONY MO.R. BK. 5 PG. 31 0+uv-:0 tAJ 1 ! 8 STREET) 1 . 1537.2.9 t I j I I I / f 3 /5 /7 I I ►• I 130.00A" I t a 1 I I 5.O.AC I j N ! p I Q / I /O /t W /s vi wi m 1 2 0 AC. 1 tn 5AC ca im t I � I 59 I 1 I 59 I I © t 13.00ACf RS 106-176 i WATS04 � 115.00AC. , 4235.61 1 C. I RIO BONITO COLONY MO.R. BK. 5 PG. 31 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orowille, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT r ' ASSESSOR PARCEL NUMBER 25-090-058 ZONING A 40 BUILDING PERMIT OWNER HOMER BAKER TELEPHONE SO. FT. OCC. BUILDING VALUATI OWNER'S MAILING ADDRESS `j 250 WILLEY WAY BIGGS J J CONTRACTOR'S NAME DON SCHRIBNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NORTffWFST MORTGAGE UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS 441 COLUSA AVE YUBA CITY Permit Fee $ _95991 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ ,20 5 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater_or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other DET GARAGE SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home JSTG W 0.00ea TYPE OF WORK New 1X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 1 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 hit Oft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.� New CONSTR.� A ) , h�sgft MULTI -OUTLET OUTLET NON•RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. / Ex. OCCup(OUTLETS OR FIXTURES eA O30 FIXED ALNS. Ex. OCCUp. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 9 15.00 Permit Fee $,,$Q� WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. Contractor v MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state t 1,the above information is correct. I agree to comply to all County Ordinances and' -'State Laws relating to building construction, and hereby authorize represen'ative$ of the County of Butte to enter upon the above-mentioned property for inspec on purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against saidCounty in consequence of the granting of this permit. (' % %� ` d Date ��/— 7! Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ n/� /1L An OSHA permit is required for excavati s o er 5'0':' deep and demol'tiog , ruct- ion of structures over 3 stories in height. 1(�7 / Mobile Home Installation Fee $ Energy Inspection Fee $ oqc, �irt c PE E* TOTAL FEE $ 1�8�L55' Az. cuA PARK CHL F D jt/ PA �% PD J HD ISSUE This permit is hereby issued under the sions of the Butte County. Code and/or work indicated above for which fees B ZgE�RnF PUBLIC PEIT EXPIR S 66ate, /0— applicable provi- resolutions to do have been paid. WORKS Date — L Receipt No. �`Zl WHITE-D.P.W., YELLOW -ASSESSOR. PINK -I ECTOR. GOLDENROD-APPLICANT u COUNTY OF BUVE-,D�E,PAR:TIMENT OF ,7, 7 COU�N )�Y rEtVyER DRIVE - OROViL��L ' F RM If APPLICATI I •74 � �'F.'t'('v;r*et�-!sc,;,r �'''F-G„r`s'''r��;,�xay�,�.r"y,:;v ,1y.•'.�„x`'C�Yn+:..r�, fv��t PUB-LI� WWORKS - BUILDING DIVISION DRNIA 959651TELEPHONE: 916/538-7541 D'N,.DATA SHEET Permit No. OWNER T /D/VIP_!eo /-I ,0Z A. P. No. Proposed Building Use el,:Yf 614444,4" Building Inspector U Date At time ofxpe.rmit appllica�ion, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .. .............. . 6. Energy Design Com iance and supporting documentation ......... 7. Statement of Intent,for 'Non- Heated and AC Buildings .............. 8. Engineered truss detail's and layout in duplicate (required prior to plan check) �•� 9. Mobilehome installation data including pmanZa>all 'on nstructions . ees of $ Ems.. -= [()�7� 1. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 3. School District fees paid .............. 114. Sanitation approval from o"v, Ile Health Department 15. City of Chico•°plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) - 17. Planning approval for (A) Use- (B) Parking: ...... 18. Improvements may be required! Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request.to 21Building Inspector °(Date) . Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... v 24. Recorded copy of Agricultural Acknowledgment Statement .\ ....... 25. Letter of signature authorization .. ... I .. 26. cif-�r4c�o2 -1--as�N�.OP/M/ -....................... 0-- 7- -:5V y/`9V 2-7,., fQ_ When you issue the permit, processus follows: Mail to owner. Mail to contractor. _Telephone 097-/85'/ and hold for pickup at i12uv office. Deliver w/inspector. Other - � . Applicant Date Copy of !-laz-Mat,form sent Health Dept. a Dept. Air Pollution Date Copy of plans sent Health Dept. Fire De t. y - Other Date By The followingdata must be submitte p c pr ermit..issuance: Circle new item not checked above). 1. Index permit for above items N 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by ..date Contractor, designer, owner, was advised of above required data by_phone_mall_counte by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locati n AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: ^anal clearance O.K. for: Clearance for bedroom mobile home. NOTE ** Water Supply Water Supply Other �`� �4y 5 VAV NJ ------------- Date Sanitarian COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovilte, California 95965 - Telephone: 916/538-7541 J APP.LICATION'AND PERMIT AS3ES30R PARCEL NUMB R p25— ZONING BUILDING PERMIT OWNER Ion e2 TELEPHONE z - SO. F.T. OCC. BUILDING VALUATION Z , o OWNER' MAILING ADDRESS 50 CIE i CONTRACTOR'S NAM isC l TELEPHONE I. CONTRACTOR'S MAILING ADDRESS Fireplace ON CONSTRUCT ENDER �`� °LtO-GE UNKNOWN Total Valuation 5 (�cl LENDER'S MAILING AOORE33 �) L O f.1Sf+ V0- T 4 eq59'1 F Filing Fee , 5 0.00 Permit Fee ARCHITE 70 EER LICENSE NO. Plan Checking Fee $ L 5 , Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty ; BUILDING ADDRESS Permit fee ; . - S" PLUMBING PERMIT FilingFee 10.00 Each Trap 2,00 i Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water pioina 5.00 1 Each eas water heater or vent 5.00 USE OF STRUCTURE SFO Duplex❑ Mobilehome❑ Other---4tL SPECT FY Gas piping system 1 - 5 outlets 5.00 1 Building sewer 5.00 i I Mobile Home S I G I W 0.00 es TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 9001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD•L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): 17 I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification. ' ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING Oc a` , OR AODNS. L ACC. SLOGS. / /2espftl .� NEW CON5TR- . UL'I.OUT�=, 12.SOeai j `JON-PESID BRANC4 CIRC' ITS POWER APPARATUS a CUTLET CTR. EX. Gccup� OUTLETS OR FIXTURES 20I et i 1.20 e ALB_=Ci EX. Occup. OU LETS :RESIDJIREA.) 1 2.00 i Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 I 1 Permit Fee s WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Provisions or this permit shall be deemed revoked. Contractor • MECHANICAL PERMIT FiIingFee j 10.00 Heating j i I Cooling Hood 3.00 1 I Ventilation Permit F Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. XThis Date Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee 5 occ CONST TYPE rltj TOTAL S MAL :UA 1 .'ANN CFL =L0 CDF SAN =c O• 5 - - I permit is hereby issued unper sions or the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC 3y -•--._-- _ i the appiicaole prove - resolutions to do fees have been paid. WORKS Date Receipt No. 7 79- /75-- I___.-.- 1 1 1 1 i 1 1 1 1 I 1 1 1 1 1 GEOTECHNICAL INVESTIGATION BAKER RESIDENCE 250 WILLEY LANE BIGGS, CALIFORNIA BY LRA ENGINEERING 1805 TRIBUTE ROAD, SUITE A SACRAMENTO, CALIFORNIA (916) 929-9267 �' Z-7 - 4T I 2s 72 BUTTE COUNTY BUILDING DEPARTMEN1 APPROVED /-v--, SEPTEMBER 23, 1991 JOB NUMBER 91131 _S1 LRA ENGINEERING 1805 TRIBUTE ROAD, SUITE A SACRAMENTO, CA 95815 PHONE: 916/929-9267 September 23, 1991 Job Number 91131.S1 Homer Baker 1022 Pease Road Yuba City, CA 95991 Subject: BAKER RESIDENCE 250 Willey Lane 1 Biggs, California t Geotechnical Investigation Dear Mr. Baker: Per your request, we are pleased to transmit herewith the results of the Geotechnical Investigation performed for the proposed single family residence located at 250 Willey Lane in Biggs, California. The report presents - the results of our field investigation, laboratory tests, and engineering. analysis. The soil and foundation conditions are discussed and recommendations for the soil and foundation engineering aspects of the project are presented. The conclusions and recommendations are based upon applicable standards of our profession at the time this report has been prepared. Our findings indicate that the subject property is suitable for the proposed residence provided the recommendations contained in this report are carefully followed. If you have any questions or- . re.quire additional information, please contact our office at your conv.eRe AB:laj soils\91131.cltr - _ s�r:rarrwnlu 916/020-92ti7 Very truly yours, LRA ENGINEERING r9 Ahmad Badie Vice President/G otechnical Services uuw U16;801-6304 swila Cruz 408l -11i.: 941 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Job Number 91131.S1 September 23, 1991 TABLE OF CONTENTS GEOTECHNICAL INVESTIGATION Page INTRODUCTION 1 SCOPE 1 SITE INVESTIGATION 2 Description of Site Soil Conditions Groundwater 3 LABORATORY TESTING .3 Atterberg Limit Test ` CONCLUSIONS 4 RECOMMENDATIONS 5 _Earthwork Clearing and Site Preparation Subgrade Preparation Material- for Fill Compaction 6 Trench Backfill Drainage Construction During Wet Weather Guide Specifications 7 Foundations Footings Interior Slabs -on -Grade g Lateral Loads 9 Construction Observation LIMITATIONS. 1 Job Number 91131 September 23, 1991 APPENDIX A GUIDE SPECIFICATION SITE EARTH WORK General Scope of Work Performance Site and Foundation Conditions Dust Control Definition of Terms Site Preparation Clearing and Grubbing Stripping Excavation ' Subgrade Preparation General Requirements for Fill Material Placing and Compacting Fill Material Trench Backfill Season Limits Treatment After Completion of Earthwork APPENDIX B - FIGURES Plate No.L 1 Vicinity Map Plate No. 2 Location Map Plate No. 3 Soil Profiles Plate No. 4 Soil Profile Legend Plate No: 6 Soil Classification System APPENDIX C = LABORATORY TESTS Plasticity Chart r soils\91131.tc Page A-1 A-2 A-3 A-4 A-5 A-6 LRA ENGINEERING 1805 TRIBUTE ROAD, SUITE A SACRAMENTO, CA 95815 ' PHONE: 916/929.9267 September 23, 1991 GEOTECHNICAL INVESTIGATION FOR ' BAKER RESIDENCE 250 WILLEY LANE BIGGS, CALIFORNIA INTRODUCTION In this report, we present the results of our geotechnical investigation for the proposed single family residence to be located at 250 Willey Lane in Biggs, California as shown on the Location Map, Plate No. 1. The purpose of our investigation was to evaluate the foundation soils and provide recommendations concerning the soils and foundation engineering aspects of the project. The study conducted at this site was prepared for the use of the architect and structural engineer for application to the design of the buildings in accordance with generally accepted geotechnical engineering practices. No warranty is expressed or implied. This report presents the results of this study. ' Based on the information indicated on the Site Plan as well as on our conversations with Mr. Homer Baker, it is our understanding that the development will consist of a one story wood frame structure. The site plan and foundation loading data were furnished by Mr. Homer Baker. Minimal grading will be required to develop the site for the subject project. ' SCOPE The scope of work performed in this investigation included a site reconnaissance, subsurface exploration, laboratory testing, engineering analyses of the field and laboratory data and the preparation of this report. The data obtained and the ' analyses performed were for the purpose of providing design and construction criteria for site earthwork, building foundations, and slab -on -grade floors. This report has been prepared for the exclusive use of Mr. Homer Baker, for the specific application to the proposed single family residence in accordance with generally accepted soil and foundation engineering practices. No warranty is expressed or implied. In the event that there are any changes in the nature, design or location of the buildings or if any future additions are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing. 1 sa�:.anwy,eo 9161929.926 Ghicu 916,891 -6304 Saiva Cnii 4081462-94 1 r Job Number 91131.S1 September 23, 1991 SITE INVESTIGATION A subsurface investigation was performed on September 19, 1991 using a truck- mounted, 5 -inch diameter continuous flight auger drill rig to investigate and sample the subsurface soils. The field -.investigation- conducted at this site consisted of drilling two exploratory test holes carried to depths of 6 to 7 feet. Undisturbed soil samples were obtained with the two-inch Modified Soil Sampler. The undisturbed soil samples taken from the test holes were retained in brass liners in order that the undisturbed nature of the soil could be preserved until the samples could be tested in the laboratory. The approximate locations of the borings are shown on the Location Map; Plate No. 2. The location of the test holes was determined by pacing. Hence, accuracy can ' be implied only to the degree that this method warrants. The graphic log of the borings together with the drive blow record showing the number of blows required to drive the sampler each foot is shown on the Soil Profile Sheet, Plate Number 3. The Soil Profile Legend and Soil Classification System are shown on Plate Numbers 4 and 5 respectively. ' A. Description of Site The site is rectangular in shape, relatively flat and with an approximate area of 264 by 785 square feet. At the time of our field investigation, the majority of the site was vacant and the proposed building site was clear of bushes and weeds. B. Soil Conditions Visual classification 'of each soil stratum encountered was made in the field at the time the test holes were drilled. The soil samples retained were checked in the laboratory by a civil engineer to augment the field classification and a description of each soil encountered is shown on the Soil Profile Sheet. The soil samples retained were sent to the Soil Mechanics Laboratory of LRA Engineering, Sacramento; California, for testing. Unit dry weight and natural moisture content of each soil sample were obtained and these data are indicated on the Soil Profile Sheet. r 7`\ � 2 I��, �_. ' Job Number 91131.S1 September 23, 1991 The surface soils encountered in our exploratory borings generally consist of black ' silty clay. The surface clay soil has a high plasticity and expansionotential. Beneath the surface clay soil, we encountered brown and black spy clay. Detailed descriptions of the soils encountered in each of the exploratory borings are presented on the Soil Profile Sheet. The attached boring logs and related information depict subsurface conditions only at the specific locations shown on the Location Map and on the particular date designated. The boring logs show subsurface conditions at the date and location indicated and it is not warranted that they are representative of subsurface conditions at other locations and times. Also, the passage of time may result in changes in the subsurface conditions due to environmental changes. The locations of the borings were approximately determined by pacing and should be considered accurate only to the degree implied by the method used. C. Groundwater No free groundwater was encountered in borings a the time of drilling. All ' borings were backfilled immediately after drilling. It should be noted that the borings borings may not have been left open for a sufficient period of time to establish equilibrium groundwater conditions. In addition, fluctuations in the ' groundwater level could occur due to change in seasons, variations in rainfall, and other factors. LABORATORY TESTING One Atterberg Limit was performed on a sample of the 'surface clay soil. The result of the test is presented below. ATTERBERG LIMIT TEST RESULT Sample Liquid Plasticity Number Limit Index 1.12-1-1 57.1 29.1 Job Number 91131.S1 September 23, 1991 CONCLUSIONS From a soil and engineering standpoint, it is our opinion that the site is suitable for the proposed single family residences on recompacted existing ground or engineered fill without detrimental settlement, provided the recommendations set forth in this report are incorporated into the design considerations and the project plans and specifications. The native surface soil at the project site has been found to have generally high expansion potential when subjected to fluctuations in moisture. On the basis of the engineering reconnaissance and exploratory trenching, it is our opinion that trenches to 5 feet deep below the existing ground surface will not need shoring. However, below 5 feet deep, shoring will be required and should be installed in accordance with the Occupational Safety and Health Act's minimum requirements for trench shoring. We recommend that our firm be provided the opportunity for a general review of the final design and specifications in order that the earthwork and foundation recommendations may be properly interpreted and implemented in the design and ' specifications. If our firm is not accorded the privilege of making this recommended review, we can assume no responsibility for misinterpretation of our recommendations. _ Specific recommendations are presented in the remainder of this report. 4 �� Job Number 91131.S1 September 23, 1991 RECOMMENDATIONS A. Earthwork 1. Clearing and Site Preparation The site should be cleared of all obstructions including surface and subsurface structures and debris. Holes resulting from the removal of underground obstructions that extend below the proposed finish grade should be cleared and backfilled with suitable material compacted to the requirements given below under Item A.4 "Compaction". We recommend that the backfilling operations for any excavations to remove 'deleterious material be carried out under the observation of the soil engineer, so that these excavations will be properly backfilled. After clearing, the portions of the site containing surface vegetation or organic laden topsoil should be stripped to an appropriate depth to remove these materials. At the time of our field investigation, we estimated that a stripping depth of approximately 2-4 inches would be required for the undeveloped portion of the site. The amount of actual stripping should be determined in the tield by the soil engineer at the time of construction. The cleared and stripped materials should be removed from the site or stockpiled for later use in landscaping, if desired. 2. Subgrade Preparation After the site has been properly cleared and stripped and any necessary excavations made, the exposed soils in those areas to receive structural fill, slabs -on -grade or pavements should be scarified to a depth of 6 inches, moisture conditioned to slightly above optimum water content and compacted to the requirements for structural fill. 3. Material for Fill All on-site soils below the stripped layer and having an organic content of less that •3 percent by volume .can be used as fill. However, all fill placed at the site including on-site soils should not contain rocks or lumps larger than 6 inches in greatest dimension with not more than 15 percent larger than 2.5 inches. In addition, the required import fill should be predominantly granular with a plasticity index of 7 or less. F1. . ' Job Number 91131.S1 September 234 1991 4. Compaction All structural fill less than 5 feet thick should be compacted to at least 90 percent relative compaction as determined by the ASTM Test Designation D1557778, except for the upper 6 inches of subgrade soils under pavements which should be compacted to at least 95 percent relative compaction. Structural ' fill or wall backfill greater than 5 feet deep should be entirely compacted to at least 95 percent relative compaction. Fill material should be spread and compacted in lifts not exceeding 8 inches in uncompacted thickness. 5. Trench Backfill Pipeline trenches should be backfilled with fill placed in lifts of approximately 8 inches in uncompacted thickness. However, thicker lifts may be used provided the method of compaction is approved by the soil engineer and the required minimum degree of compaction is achieved. If on-site soil is used, the material ' should be compacted to at least 90 percent relative compaction by mechanical means only. Imported sand can also be used for backfilling trenches provided it is compacted to at least 90 percent relative compaction. If imported sand is ' used, sufficient water should be added during the trench backfilling operations to prevent the soil from "bulking" during compaction. In slab and pavement areas, the upper 3 feet of trench backfill should be compacted to at lest 90 percent relative compaction for on-site soils, and 95 percent where imported sand backfill is used. In addition, the upper 6 inches of all trench backfill in pavement areas should be compacted to at least 95 percent relative compaction. 6. Drainage Positive surface gradients should be provided adjacent to the buildings so as to direct surface water away from foundations and slabs toward suitable discharge facilities. Ponding of surface water should not be allowed adjacent to the structures or on pavements. 7. - Construction During Wet Weather ' If construction proceeds during or shortly after wet weather conditions, the moisture content of the on-site soils may be appreciably above optimum. Consequently, subgrade preparation, placement and/or reworking of on-site soils as structural fill may not be possible. Alternative wet weather construction recommendations will be provided by the soil engineer in the field at the time of construction, if appropriate. IT ' Job Number 91131.S1 September 23, 1991 ' 8. Guide Specifications All earthwork should be performed in accordance with the Guide Specifications - ' Site Earthwork presented in Appendix A. It should be pointed out, however, that these specifications are only general in nature and the actual job specifications should also incorporate all requirements contained in this report. B. Foundations 1. Footings The proposed residential structure shall be supported by continuous perimeter footings with isolated interior spread footings. ' For one story wood frame structures, bearingeither on undisturbed d natural sods or compacted fill. All footings should be founded at least 18 inches below lowest adjacent finished grade. In addition, footings located adjacent to other footings or utility trenches should have their bearing surfaces situated below an imaginary 1.5 horizontal to 1 vertical plane projected upward from the bottom of the edge of the adjacent footings or utility trench. At the above depths, the footings bearing on undisturbed natural soils or ' compacted fill can be designed for allowable bearing pressures of 2000 pounds per square foot due to dead plus live loads and may be increased by one-third for short term wind or seismic loads. These allowable bearing pressures are net ' values; therefore, the weight of the footing can be neglected for design purposes. Footings should not, however, have a width of less than 12 inches. All continuous footings must be designed with both top and bottom reinforcing ' to provide structural continuity and permit spanning of local irregularities. Any visible cracks in the bottoms of the footing excavations should be closed by wetting prior to construction of the foundations. To assure that footings are founded on appropriate material, we recommend that we observe the footing excavations prior to placing reinforcing steel or concrete. ' Final design of the foundations and reinforcing requirements shall be determined by the engineer responsiblle for foundation design. Job Number 91131.S1 September 23, 1991 2. Interior Slabs -on -Grade For interior slabs, we recommend that they be supported on properly prepared subgrade soils. Preparation of the subgrade was discussed previously under Item "Subgrade Preparation": Prior to final construction of the slab, the subgrade surface should be proof -rolled to provide a smooth, firm surface for slab support. A minimum of 4 inches of clean gravel well graded between a maximum size of 1 inch and a minimum size of 1/4 inch should be placed beneath the slab on grade. It should be noted that slab reinforcing should be designed by the structural engineer in accordance with the anticipated use and loading of the slab. The surface clay soils encountered in the test holes have the potential of volume changes with variations in moisture content. The slab on grade must be protected from the swelling pressures of the clay soils. Experience has shown that if the clay soils are saturated to a depth of 18 inches at the time the slab on grade is placed, and a cut off wall is constructed around the structure, little moisture change occurs and the movement of the concrete slab is minimized. The saturation of the clay soils is critical and should be verified by the Civil Engineer. The foundations can act as the cut off wall. Where passage of moisture through the slab would be detrimental, an impervious moisture barrier and/or capillary break should be provided between the slab and subgrade. , If a moisture barrier is required, we recommend it consist of 4 inches of free draining gravel covered with an impermeable membrane placed between the subgrade soil and the slab. The membrane should be covered with 2 inches of sand to protect it during construction, and the sand should be lightly moistened just prior to placing the concrete. Alternatively, a capillary break can be provided by using 6 inches of free draining gravel well graded between a maximum size of 1 inch and a minimum size of 1/4 inch with zero percent passing the No. 4 sieve. Slab -on -grade in living areas should be reinforced according to the design and recommendations of the structural engineer responsible for the job. Special considerations will have to be given to the design of moisture cut off provisions around the perimeter of the slab. ' Job Number 91131.S1 September 23, 1991 ' 3. Lateral Loads ' Lateral load resistance for the buildings and can be developed in friction between the foundation bottom and the supporting- subgrade. A friction coefficient of 0.35 is considered applicable. As an alternative, a passive resistance equal to an ' equivalent fluid weighing 300 pounds per cubic foot acting against the foundations may be used. If the foundations are poured neat against the soil, friction and passive resistance can be used in combination. Retaining walls that are completely drained and free to rotate can be designed using an active pressure of 40 pounds per cubic foot equivalent fluid pressure. Construction Observation ' The analysis and recommendations submitted in this report are based in part upon the data obtained from the two soil borings. The nature and extent of variations between the borings may not become evident until construction. If ' variations then become apparent, it will be necessary to re-evaluate the recommendations of this report. ' We recommend that our firm be retained to provide soil engineering services during excavation and foundation construction phases of the work. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from that anticipated prior to the start of construction. 9 ' Job Number 91131.S1 September 23, 1991 LIMITATIONS The recommendations of this report are based on the information provided ' regarding the proposed construction as well as the subsoil conditions encountered at the test boring locations. If the proposed construction is modified or resited, or if it is found during construction that subsurface conditions differ from those described on the boring logs, the conclusions and recommendations of this report should be considered invalid unless the changes are reviewed and the conclusions and recommendations modified or approved in writing. ' The analysis, conclusions and recommendations contained in this report are based on the site conditions as they existed at the time we drilled our test holes. It was assumed that the test holes are representative of the subsurface conditions ' throughout the site. If there is a substantial lapse of time between the submission of our report and ' the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent to the site, we urge that our report be reviewed to determine the applicability of the conclusions and recommendations ' considering the changed conditions and time lapse. This report is applicable only for the project and site studied. This report should not be used after 3 years. ' Our professional services were performed, our findings obtained, and our recommendations proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other warranties either ' expressed or implied. Test findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or implied. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around this site. Any statements in this report or on the soil logs regarding odors noted ' or unusual or suspicious items or conditions observed are strictly for the information of our client. AB:laj soils\91131 LRA ENGI EERING Ahmad adie, ?N37861 Civil Engineer ! r, 10 Ti. ,.� APPENDIX A GUIDE SPECIFICATIONS - SITE EARTHWORK APPENDIX A GUIDE SPECIFICATIONS - SITE EARTHWORK FOR BAKER RESIDENCE 250 WILLEY LANE BIGGS, CALIFORNIA I- GENERAL A. Sco a of Work These specifications and applicable plans pertain to and include all site earthwork including, but not limited to, the furnishing of all labor, tools, and equipment necessary for site clearing and stripping, disposal of excess materials, excavation, ' preparation of foundation materials for receiving fill, and placement and compaction of fill to the lines and grades shown on the project grading plans. B. Performance The Contractor warrants all work to be performed and all materials to be ' furnished under this contract against defects in materials or workmanship for a period of year(s) from the date of written acceptance of the entire construction work by the Owner. Upon written notice of any defect in materials or workmanship during said year period, the Contractor shall, at the option of the Owner, repair or replace said defect and any damage to other work caused by or resulting from such defect without cost to the Owner. This shall not limit any rights of the Owner under the "acceptance and inspection" clause of this contract. The Contractor shall be responsible for the satisfactory completion of all site earthwork in accordance with the project plans and specifications. This work shall be observed and tested by a representative of LRA Engineering hereinafter known as the Soil Engineer. Both the Soil Engineer and the Architect/Engineer are the Owner's representatives. If the Contractor should fail to meet the technical or design requirements embodied in this document and on the applicable plans, he shall make the necessary readjustments until all work is deemed satisfactory - as determined by the Soil Engineer and the Architect/Engineer. No deviation from the specifications shall be made except upon written approval of the Soil Engineer or Architect/Engineer. No site earthwork shall be performed without the physical presence or approval of the Soil Engineer. The Contractor shall notify the Soil Engineer at least twenty-four hours prior to commencement of any aspect of the site earthwork. A-1 J APPENDIX A The Soil Engineer shall be the Owner's representative to observe the grading operations during the site preparation work and the placement and compaction of fills. He shall make enough visits to the site to familiarize himself generally with the progress and quality of the work. He shall make a sufficient number of tests and/or observations to enable him to form an opinion 'regarding the adequacy of the site preparation, the acceptability of the fill material, and the 1 extent to which the compaction of the fill, as placed, meets the specification requirements. Any fill that does not meet the specification requirements shall be removed and/or recompacted until the requirements are satisfied. ' In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for working conditions at the job site, including safety of all persons and property during performance of the work. This ' requirement shall apply continuously and shall not be limited to normal work hours. Any construction review of the Contractor's performance conducted by the Soil Engineer is not intended to include review of the adequacy of the Contractor's safety measures in, on or near the construction site. Upon completion of the construction work, the Contractor shall certify that all compacted fills and foundations are in place at the correct locations, have the correct dimensions, are plumb, and have been constructed in accordance with sound construction practice. In addition, he shall certify that the materials used are of the types, quantity and quality required by the plans and specifications. C. Site and Foundation Conditions 1 The Contractor is presumed to have visited the site and to have familiarized himself with existing site conditions and the attached soil report. The Contractor shall not be relieved of liability under the contract for any loss sustained as a result of any variance between conditions indicated by or deduced from the soil report and the actual conditions encountered during the course of the work. 1 The Contractor shall, upon becoming aware of surface and/or subsurface conditions differing from those disclosed by the original soil investigation, promptly notify the Owner as to the nature and extent of the differing conditions, first verbally to permit verification of the conditions, and then in writing. No claim by r the Contractor for any conditions differing from those anticipated in the plans and specifications and disclosed by the soil investigation will be allowed unless the Contractor has so notified the Owner, verbally and in writing, as required above, of such changed conditions. A-2 APPENDIX A D. Dust Control The Contractor shall assume responsibility for the alleviation or prevention of any dust nuisance on or about the site or off-site borrow areas. The Contractor shall assume all. liability, including court costs of codefendants; for all claims related to dust or windblown materials attributable to his work. II. DEFINITION OF TERMS STRUCTURAL FILL - All soil or soil -rock material placed at the site in order to raise grades or to backfill excavations, and upon which the Soil Engineer has made sufficient tests and/or observations to enable him to issue a written statement that, in his opinion, the fill has been placed and compacted in ' accordance with the specification requirements. ON-SITE MATERIAL - Material obtained from the required site ■ excavations. IMPORT MATERIAL - Material obtained from off-site borrow areas. ASTM SPECIFICATIONS - The 1980 edition of the American Society for Testing and Materials Standards. DEGREE OF COMPACTION - The ratio, expressed as a percentage, of the in-place dry density of the compacted fill material to the maximum dry density of, the same material as determined by ASTM Test Designation D 1557-78. Ill. SITE PREPARATION A. Clearing and Grubbin The Contractor shall accept the site in its present condition and shall remove from the area of the designated project earthwork all obstructions including existing buildings and associated foundations, telephone booths and poles, asphalt and gravel paving, designated above and below ground utilities, steel posts and any other matter determined by the Soil Engineer to be deleterious. Such ' material shall become the property of the Contractor and shall be removed from the site. Holes resulting from the removal of underground obstructions that extend below finish grades shall be cleared and backfilled with structural fill. A-3 APPENDIX A B. Stri in Where vegetation exists, the site shall be stripped to a minimum depth of 1 to 2 inches or to such greater depth as the Soil Engineer in the field may consider as being advisable to remove all surface vegetation and organic laden topsoil. Stripped topsoil with an organic content. -in excess of 3 percent by volurne shall be stockpiled for possible use in landscaped areas. IV. EXCAVATION All excavation shall be performed to the lines and grades and within the tolerances specified on the project grading plans. All overexcavation below the grades specified shall be backfilled at the Contractor's expense and shall be compacted in accordance with the specifications. The Contractor shall assume full responsibility for the stability of all temporary construction slopes at the site. V. SUBGRADE PREPARATION Surfaces to receive compacted fill, and those on which concrete slabs and pavements will be constructed, shall be scarified to a minimum depth of 6 inches and compacted. All ruts, hummocks, or other uneven surface features shall be removed by surface grading prior to placement of any fill materials. All areas which are to receive fill material shall be approved by the Soil Engineer prior to the placement of any fill material. ' VI. GENERAL REQUIREMENTS FOR FILL MATERIAL ' All fill material must be approved by the Soil Engineer. The material shall be a soil or soil -rock mixture which is free from organic matter or other deleterious substances. The fill material shall not contain rocks or rock fragments over 2.5 ' inches in greatest dimension. On-site material having an organic content of less than 3 percent by volume is suitable for use as fill in all areas except where non -expansive import material is specified. All imported fill material shall be non -expansive with a plasticity index of 7 or less. ' At least ten days prior to the placement of any fill, the Soils Engineer shall be notified of the source of materials and samples shall be obtained to determine the suitability of the materials and for conducting compaction tests on these 1 samples. I A-4 APPENDIX A VII. PLACING AND COMPACTING FILL MATERIAL All structural fill shall be compacted by mechanical means to produce a minimum ' degree of compaction of 90 percent as determined by ASTM Test Designation D 1557-78. Field density. tests. shall be performed in accordance with either ASTM Test Designation D1556-64 (Sand -Cone Method) or ASTM Test Designation D 2922-71 and D 3017-72 (Nuclear Probe Method). The locations and number ' of field density tests shall be determined by the Soil Engineer. The results of these tests and compliance with these specifications shall be the basis upon which satisfactory completion of work shall be judged by the Soil Engineer. Any slope greater than 5 horizontal to 1 vertical shall be contour ploughed or benched, as deemed necessary by the Soils Engineer, prior to the placing of any ' fill. The fill shall be placed in sections which are essentially horizontal. Fill materials shall be spread in layers and shall have a uniform moisture content that will provide the specified dry density after compaction. If necessary to obtain uniform distribution of moisture, water shall be added to each layer by sprinkling and the soil disced, harrowed, or otherwise manipulated after the water is added. ' The layers .of the fill material shall not exceed 6 inches and each layer shall be compacted with suitable compaction equipment to provide the specified dry densities. VII. TRENCH BACKFILL Pipeline trenches shall be 'backfilled with compacted structural fill placed in lifts not exceeding 8 -inches in uncompacted thickness. If onsite soil is used, the material shall be compacted by mechanical means to a minimum degree of compaction of 85 percent. Imported sand may also be used for backfilling trenches provided it is compacted to at least 90 percent. If imported sand backfilling is used, sufficient water shall be added during the trench backfilling operations to prevent the soil from bulking during compaction. In all building pad and pavement areas, the upper 3 feet of trench backfill shall be compacted to a minimum degree of compaction of 90 percent for onsite soils and 95 percent ' where imported sand backfill is used. Backfill placed adjacent to walls shall be placed in a similar manner to that specified for backfill in excavated trenches. A-5 APPENDIX A IX. SEASON LIMITS No fill shall be placed during weather conditions which will alter the moisture content of the :fill materials sufficiently to make adequate compaction impossible. After placing operations have been . stopped -because of adverse -weather conditions, no . additional fill material shall be placed until the last layer compacted has, been checked and found to be compacted to the specified densities. X_ TREATMENT AFTER COMPLETION OF EARTHWORK After the earthwork operations have been completed and the Soil Engineer has finished his observation of the work, no further earthwork operations shall be performed except with the approval of and under the observation of the Soil Engineer. It shall be the responsibility of the Contractor to prevent erosion of freshly graded areas during construction and until such time as permanent drainage and erosion control measures have been installed. [st\appendix] 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX B FIGURES o Wi'Z Shi ee Rod Nilson Shippee Rod �, I 0 ts{je{,'11 LAKE * A OROVII �: r ardpC s o Ic9 I,iUt'' STATE REC.'; ��" Road ° Nelson AREA ♦cou ... �' o Avenue c e 0 771errn to'Forebay5 e• ,{v O ¢ B.L. P•J r —'1 'on 03 �� I,a I Tres Vias �C,r .. THERM MRd. 1 'u a Malla ALITO to ¢ ruitval Rd. Lane :`�•� - Oto i hwav = r Richvale Hwy. a '6 i !...:,t OROVILLE 162 ¢ Lafgren Rd. ¢ RUVALE •..� AIRPORT R s Saeger tn�� '::1 d 3 W v Creek Rd Abe P oa6b,a a ITliermclito OROVIILE LL 3 HiehwavJ'L / �! v�r,;L"v>`� STATE ��1L' e�.• I / SI I L �Ayyjt,erbay��+�;;.�' •t,FEA 0 e / Wes ,• __• _'�,.cc Hami t I ami ton¢ 3 = Rod I WILDLIFE c¢ Vance c Ave. AREA . m 8 �r...E� Welsh i;' ►- 3 Q Y H Rio Bonito Pal nno Afton•�Road¢ vyi^'oeenldt Road o=¢ Walnut `"' i S ' 2 A - o t t ci .R v Hixs n 'a I•' ¢� BIGGS akota, AVe' At av Ranc Rd. I . ' rth assortd. CCCCCC �' / cc III E e ry •. Rd. Palm v Iker�t \f Farris "/- -Z Ave. �mp(..ea'ts WY r I He ti s m �. Ave. Almorid� `i' �'Wdlon ¢ \ _°P de ' Ave. 1 i Q Sou thl %U s' way E JenniferLane / y — Lively v o Io' a Ord Ranch`�Q'°Hd. \, Cox Rose Ln. Rd.`e ¢ c u YMeeetl 1___ rate �5 e9 Rug: l.i • s JurtewnRtl IDLE¢ j y` East �. E o 2 ; LL m w. GridlaY Rod 3, y -t Coluss Highway a x . ROBINSONS . � Arch Antlerson v Y itsleArs Ober ever Ix¢ CORNER 'Road" West Liberty Road. ¢ o Q E: I a'I"` � ti Central u Holih o'erien Richards d i Keith �... Per r n lm A. : V Cie Rod rdy Drae F ¢ ¢ W. Eyens /•Reimer 5 yy" h = n,,A it1 + iddle Honcut ra ;q•m... � vti Er �s r7• t.d ' '•- Reimer Road gem c Q J �I laub '�¢ = o n Lower ee tl nor �I WAio I�e r' ¢ Urn1 ~ ¢ x•, _ .'q'toY I mi O a 'o - Campbell Ave. . 1 oPkrnr entlon Ava. E C- 12 BARER RESIDENCE 205 WILEY ROAD BIGGS, CALIFORNIA VICINITY MAP LRA ENGINEERING 1805 TRIBUTE ROAD, SUITE A SACRAMENTO, CA 95815 DATE: 09/2 /9 DRUG. NO.: 91131-1 RCE NO.: 37861 PLATE NUMBER 13 N ol NOT TO SCALE W I L E Y R O A D LEGEND -- - PROPERTY LINE BORE TEST SITE BAKER RESIDENCE 250 WILEY ROAD BIGGS, CALIFORNIA LOCATION MAP LRA ENGINEERING 1805 TRIBUTE ROAD, SUITE A SACRAMENTO, CA 95815 DATE 20—SEP-01 onw. mo. 91131-2 esv�IL EM°a�wo. 37861 A . U1 U2 0 12 1 99(11) BLACK SILTY CLAY (CL) 15 1 110(17) 5 : ................. ........................................................... BLACK SILTY CLAY (CL) 25 2 ( )BROWN SILTY CLAY (CL) 1 . 25 2 ........................................................................................ 99(11) 10 .................................................................................................................................................................................................................................... 5 ;. ............................................................................................................................................................................................ ............................................................................................................................................................................................................................................................. . 30 ................................................................................................................................................................................................................................................................... 35 ................ 45 ............................................................................................................................................................................................................................................................. ' S0 .............................................................................................................................................................................................................................................................. S5................................................................................................................................................................................................................................................................. HOLE U1:INFORMATION 'z GROUND WATER TABLENOT FOUND HOLE::U2 INFORMATION ' ....DATE:'>DRILtED: 09/19/91 GROUND WATER TABLE NOT FOUND DA BOTTOM OF:BORING .7 0 FEET BORING DIAMETER 5'!: BOTTOMROFLBORING/:7 01 FEET SURFACE ELEVATION ;EXISTING GRADE: ORI LL RIG B-24 SURFACEDELEVAT� N5'fEXISTING GRADE ' LOGGED BY AB LOGGE RBY B 2 D AB B E BAKERE RESIDENCE S0 p 205 WILEY ROAD ® BIGGS, CALIFORNIA SO: BLOWS = 0 5" - SOIL PROFILE The Cines designating the. interface between--types is foes the soil: profiles- LRA ENGINEERING 1805 are determined by interpolation and are therefore approxxmations.. The ti approximations.. transition between* the. materials may be.---abrupt.-or TRIBUTE ROAD, SUITE A SACRAMENTO, CA 95815 gradual. Only at the boring locations should:.profiles.be considered as resonably accurate. DATE: / / 91 DRWG. NO.: 91131-3 RCE NO.: 37861 ' PLATE NUMBER 3 1 1 1 1 1 1 1 SOIL PROFILE LEGEND PENETRATION RESISTANCE 0.511 = 50 BLOWS PER FT. 0 15 20 SAMPLE NUMBER 5. DEPTH IN FEET BORING NUMBER U DESIGNATES 2" I.D. SAMPLER, 175 LB. HAMMER, 24" DROP H DESIGNATES 2" I.D. SAMPLER, HAND DRIVEN, 35 LB. HAMMER, 24" DROP SOIL DENSITY DRY UNIT WEIGHT (LBS. PER CU. FT.) 107(21) 103(17) MOISTURE CONTENT ............................ (%..OF.. D.RY...WEIGHT) 100(12) CLASSIFICATION OF SYMBOLS: SANDS, GRAVELLY SANDS INORGANIC SILTS INORGANIC CLAYS - ORGANIC MATERIAL AND DEBRIS PRIMARY DIVISIONS 4 g�OL SECONDARY DIVISIONS COARSE GRAINED SOILS MORE THAN HALF OF MATERIAL IS LARGER THAN NO. 200 SIEVE SIZE GRAVELS MORE THAN HALF OF COARSE FRACTION IS LARGER THAN NO. 4 SIEVE CLEAN GRAVELS (LESS THAN 5% FINES) Gini Well graded gravels, gravel -sand mixtures, little or no fines. GP Poorly graded gravels or gravel -sand mixtures, little or no fines. GRAVEL WITH GM Silty gravels, gravel -sand -silt mixtures, non plastic fines. 1 - 2 11 - 21 FINES 2 - 4 21 - 43 HARD OVER 4 OVER 43 GC Clayey gravels, gravel -sand -clay mixtures, plastic fines. SANDS MORE THAN HALF OF COARSE FRACTION IS CLEAN SANDS (LESS THAN 5% FINES) SW Well graded sands, gravelly sands, little or no fines. SP Poorly graded sands or gravelly sands, little or no fines. SMALLER THAN NO. 4 SIEVE SANDS WITH SM Silty sands, sand -silt mixtures, non -plastic fines. FINES SC Clayey sands, sand -clay mixtures, plastic fines. FINE GRAINED SOILS SILTS AND CLAYS ML Inorganic silty and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity. CL [norganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. MORE THAN HALF OF MATERIAL IS SMALLER LIQUID LIMIT IS LESS THAN 50% OL Organic silts and organic silty clays of low plasticity. THAN NO. 200 SIEVE SIZE SILTS AND CLAYS MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silty. CH Inorganic clays of high plasticity, fat clays. LIQUID LIMIT IS GREATER THAN 50% OH Organic clays of medium to high plasticity, organic silts. HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. DEFINITION OF TERMS U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 4 3/4's 316 12" SILTS AND CLAYS SAND GRAVEL COBBLES BOULDERS FINE MEDIUM COARSE FINE COARSE GRAIN SIZES 93".111PTITO T%WwovT ANDS AND GRAVEL BLOWS/FOOT§ VERY LOOSE 0 - 5 LOOSE 5 - 13 MEDIUM DENSE 13 - 40 DENSE 40 - 67 VERY DENSE OVER 67 nnvo t �rnav�v SILTS AND CLAYS STRENGTH° BLOWS/FOOT§ VERY SOFT 0 - 1/4 0 - 3 SOFT 1/4 - 1/2 3 - 5 FIRM 1/2 - 1 5 - 11 STIFF 1 - 2 11 - 21 VERY STIFF 2 - 4 21 - 43 HARD OVER 4 OVER 43 §Number of blows of 175 pound hammer falling 24 inches to drive a 2.5 inch O.D. (2 inch I.D.) split spoon (ASTM D-1586). 9)nconfined compressive strenght in tons/sq. ft. as determined by Laboratory testing or approximated by the standard penetration test (ASTM D-1586), pocket penetrometer, torvane, or visual observation. Unified Soil Classification System (ASTM D-2487) BARER RESIDENCE 205 WILEY ROAD BIGGS, CALIFORNIA KEY TO BORING LOGS PAGE 2 LRRIBUTE ROAD, SU 1805TITE A SACRAMENTO, CA 95815 09/24/91 NO.: 91131-5 RCE NO.: 37861 APPENDIX C LABORATORY TESTS e "L RA ENGINEERING PLASTICITY CHART PROJECT: BAKER RESIDENCE JOB NO.: 91131 LOCATION: 250 Willey Lane, Biggs, California 60 50 40 .1 x 30 w 0 z H MCI 5 F iv 4 su 4u Z)u 60 70 80 90 100 LIQUID LIMIT (%) SYMBOL CLASSIFICATION AND SOURCE LIQUID LIMIT (%) PLASTIC LIMIT PLASTICITY INDEX 7 • U2 -1-I 57.1 28.0 29.1 MONSOON PAAM MOINES NONE I OH I and I _I MH - 0 i�mr- pAmmomm mw'Ai ML and I mommm P iv 4 su 4u Z)u 60 70 80 90 100 LIQUID LIMIT (%) SYMBOL CLASSIFICATION AND SOURCE LIQUID LIMIT (%) PLASTIC LIMIT PLASTICITY INDEX 7 • U2 -1-I 57.1 28.0 29.1 RESIDENTIAL 09-61 s T94 -1416B 1 �i BAKER,Homer °+ 250•Willey Way, Biggs contr: HH Custom Bldg add carport to shop JOB FI Signs V OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (� ' = Date UNDERFiOOR (Plans) OK except if's t' Zoning -Setbacks -Easements -Flood -Slope - 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except p's -16.-Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection ------------ -------------------- 18. D.W.V.; Test -Fittings -- & Anchor -Nail Protection ---- --------- --- ------------------ --------19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower. Second Floor -Tub Access --------------------------------------- - 21. Gas Pipe: Size & Anchors --------------------------------------------------------------------------- DateCard B-1 Date Card -B-1 --------------------- ------------------------------------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except 4's 22. Fixture & Transformer Clearance - Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors -------- ----------- - ---------------------------- -------------- 24. Size Boxes & No. of Conductors -Stapled --------- ---------------------------------------- --- ------------- 25. Romex Installed Close to Edge of Studs & C.J. ----------------------------------------------------------- 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water ------------------------------------------------------------- --------------------- 27. --- ----------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ----------------------------------------------- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ! / ga. Cu or AI-- - 29. Range Circ. ! ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No --------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect -------------------------------------------------------------------------------- ------------- 31. Equip. -Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light --- - - ----------- -------------------- ----- - -- 33. Smoke Detector ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support -------------------------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation 36. Condensate Drain & Overflow: Size & Grade ------------------ 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet -------- ---------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic ------------------------------------------------------- -------------------------------- -- - --- -- -------------------------- ------------- - Date Card B-1 Date Card B-1 --- ----- ---- - ---- -- ---- - - ---- ------------------------------- - Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except q's 39. Sils. Proper Material & Anchors - -----------------------------------------._...----- - ------- 40. Walls Studs -Nailing. Spacing & Bracing= Plates- Sound ------------------------------------------------------ -------------------------- 41. Bearing Walls over Girders & Floor Nailing ------- --------------------------------------------------------- 42. Draft Stop in Walls (rat proof) -------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub --- --- -------------------------------------------- 44. Headers & Beam -Size & Bearing jingle & Duplex) Date a FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors Z CIng. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One -Check Garage -3rd Story, 2 Exits ------------ ---------------------- 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection ------------ ------------------------ 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ---- --- 55. Siding -Nailing Veneer ------------56.-Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------ -- 57. Glazing Area -Glass Protection -Skylights -Plastic ------------------ 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------------------------ - Date Card B-1 Date Card B-1 ------------------------------ -- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except 4's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector --------------------- ___ -____ - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection --------- --------------------- 64. Bedroom Exiting 65. G F.I & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------- --------------- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth ------- ------ -------------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter ----------- - ----------------------------- ------- 72. Garage Fire Door: Swing -Landing -Closer -------------------------------------- - 73. A.C. Duct in Garage -Damper ------------ ------------------------------------ 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ------------- 75. Plb. Elec. & Mech. Equip. Listed for Location ----------------------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------- ----------------------------------------- 7;. -Insulation -Foam -Looked in -Attic ClYes --------------------------- - 78. -Guard -Rails & Deck -Const ruction -Post Caps 79 Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld._Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco: Brown -Finish ---------------------------- --- - 82. A.C. Unit: Disconnect. Electrical, Plumbing ---------- ---------------------------- -- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings -- - - - - --- -- -- ----------------------------- - - 84. Water Well: Disconnect, Electrical, Plumbing -------------------------------- -- --- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House .. - - --- ---....-- ------------------ A_ .. _87. ---------------87. Glass Protection 88 Corrections from Previous Inspections - - -- - - --- -- ---- -------- --------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric ------------------------------------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval - 91. Energy Compliance Certificate -Other Certificates - •------...--------------------------------------------- --- 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: J=OK O = Not OK » = Not ApplReady MOBILE HOMES '=Not Ready• Date MOBILE HOME UTILITIES (Plans) OK except #'s a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -W •ap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"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-Spacirg-Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS VERS, CARPORTS, GARAGES, (Plans)OK except #'s on'ng Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel X3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 'C4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing tum. Awn.; Columns -Connections -Splice -Decal -Enclosures �6. Carports; Windows -Doors x 7. Electric . Frmg; Sils-Anchors-Studs-Rftrs-Trusses (9. Siding; Nailing -Veneer -Stucco -Mesh 0. Roof; Shthg-Roofing X11. Ext.; Steps -Doors -Landings 44 Date, / - Card B-1 Date Card B-1 Date,:"- and B-1 Date Card B-1 Date POOLS (Plans) CA except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 <'ry COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at x the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. c; TNA- 14A)S NQT AZAO&Al� POS i ✓w's2c . c Date .nspector REV 11/91 s t t COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. Z ASS Eff FV 7_f YL NUMBER �J j 1A ZON N 4,0 i BUILDING PERMI OWNER . POi R BAKER TELEPRONE ,SQA FT. OCC. BUILDING VALVA. ION r 47'19 OWNER'S MAILING ADDRESS164 250 WILLEY 14AY BIGGS CONTRACTOR'S NAME 1TH CUSTOM PT -,T - TELEPHONE o CONTRACTOR'S MAILING ADDRESS PO BOY 113 LIVE OAK 99953 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 155,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ in no Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 250 WILLEY -UAY BTGGS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other -NOP SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W I @ 15.00 TYPE OF WORK New ❑ Addition [g, Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: ADD CARPORT TO SHOP Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ll� l am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License .JO. �T�� Classification f� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A, 37.50 NEW CONST./ DWELLING OCCUP.&\ OR ACDNS. l ACC. BLDGS. I 36p sq ft NEWCONSTR ULT"OULET NON•RESID BRANCH CIT RC ITS @ 5.00 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County o all. liabilities, judgments, costs, and expenses which may in any way accrue against said unty in consequ ce f the granting of this permit. 11 X Date Signature of Applicant — Owner ❑ Contractor, Agent ❑ An OSHA permit is required for excavations over 5'Q" deep and demolition or construct- ion of structures over 3 stories in height.Ed Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTALFf E,$- 105.00 DFEES IMP FL00 PARCEL _ P D ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated ab ve for which fees OR F BLIC By f! PER IT PIR S - Date applicable provi- resolutions to do have been paid. WORKS i DateZ Receipt No. 115829 WNITE-O.P.W.. TELLOW-ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT _. .- � -... :s r+irn .y._n„rra•. .� .y�rapq+�•s..�; c��.�,�..-..-.�_„rr.�yt e„y-n we -•`� r. _ f COUNTY OF -BUTTE - DEPARTMENT'OF UBLIC WORKS - BUILDING DIVISION 7 COUNTY'CENTER DRIVE - OROVILLE4CALIF - NIA 95965 - TELEPHONE: 916/538-7541 PERMIT._ 00LICA'Th0 U 1TA SHEET HEET r Permit No OWNER/v/ ?i ellP. No Proposed Building Use 4"_De� Building Inspector 25-0c�— 6 el Date A . 4 II/ Z - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans, in duplicate/triplicate, signed by preparer. of plans . . A3 4. Complete engineered plans and calcs, with wet signature on plans .. •` 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... .7. Statement of Intent for Non -Heated and AC Buildings ............ 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ................................................. 10. Fees of $ :............... 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ...................................................: �3. School District fees paid............ _ 4. Sanitation approval from��C�i'�( ; Health Departm X15. City of Chico plumbing permit .................................... ;16. Plot plan and business license approval from City of 1 (see-City,for other requirements) 17. Planning approval for (A) Use: (B) Parking: `18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required -prior to'occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector ("Date) 21. Contractor's license information (Noy, Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... r 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... - 26. 27. '•°' When y issue the permit, process as follows: Mail to ner. Mail to contractor. Telephone a - 6025-3719 and hold for pickup atoffice. Deliver w/inspector. Other Applicant Dater Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By , The following data mus_Lbe-subm`it"ted prior to permit issuance: (Circle new .item,not-checked above). 1. Index permit for above items No. 2Additional items required: t., Contractor, designer, owner, was advised of above required data by_phone_tnail_coun Contractor, designer, owner, was advised of above required data by_phone_mall_coun Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder by—. date / by date - Date TO° Buildino Department COUNTY a O13UILDING DE tt� FROM: Environmental Health MAY o 1 SUBJECT: Sanitation Clearance Owner Locati AP# Plan Approved for: Sewage Disposal _ Water Supply 41.1/ Hold final for: Final clearance O.K. for: Clea arc or be mobi o Water Supply /Water Supply �) Other NOTE Ph1 a 1 Sanitarian ate COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovillet California 95965 - Telephone: 916.`538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 25- OSI ` 6 ZONING � BUILDING PERMIT OWNER�//,B NL 7�v ✓ �2 TELEPHONC SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS C2 L3&1- L CONTR TOR'S N�jME - w TELEPHONE NT CTOR'S ,/ LING A RESS 141 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is L 73 LENDER'S MAILING ADDRESS - ARCHITECT ENGINEER LICENSE NO. Filing Fee $ - 15.00 Permit Fee Plan Checking Fee $ G -D� $ fQO ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ - Penalty $ BUILDING ADDRESS Permit fee $ / - PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 oe Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURI_E SF ❑ Duplex❑ Mobilehome❑, Other 5h60 SPECIFY Gas -piping system 1 - 5 outlets 5.00 Building sewer15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New! j- Addition�J Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: dolq adwa%%i5hContractor Permit Fee $ ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW declare under penalty of perlury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License AD. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000AI 37.50 NEW CONST. DWELLING OCCUPf OR ADONS. (ACC. BLDGS. 3.64 sq.ft.I NEW CONSTR ULTI.OUTLET NON•R ESI BRANCH CIRC ITS @ 5.00 POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES AO 76d EX. Occup. OUTLETS II RE Sin.)RFrA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ (9 5- HAz DFEES IMP FLOOD CDF PARCEL PD HD SSUE This permit is hereby issued under the sions of the Butte County Code and/or Work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. i1seZ 2 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT r.qq tz BUTTE COUNTY BUILDING DEPARTMENT A PPR OVE D Ptc. u -se tz BUTTE COUNTY BUILDING DEPARTMENT A PPR OVE D LL A 2 C ; W m O 'tic) ui m •C 04 ;gym W W� ci ,m m0�. j re -:z —% y' ` acs E7- !�'o�r Ca.�- • 6 O� USE ./�'.;o'70'oO.C. ori �/SF zxg' Burre couNTY BUILDING DEPARTMENT APPROVED z U3 P! LU CC w4ft. 0 ui th ........................... ............ %) . .............. 'ON SOr ............ ..... xy;,owr v . w Z5 . 0E...:,W .3.L%fa ........ 49 a)IH3 -ON,13311-a� ................. 4- '103r8ftS . th ........................... ............ %) . .............. 'ON SOr ............ ..... xy;,owr v . w Z5 . 0E...:,W .3.L%fa ........ 49 a)IH3 -ON,13311-a� ................. 4- '103r8ftS . ........... 31lf.a .......... Ag 1.14'-0" AA4 FOaMV.&S AJOA"I----r&c4ly oQ Pv-wxe 24"Y-z4llxiz,'Foa=v&S. ff'YlisT,WC StAol� BUTTE COUNTY' --SjILDING DEPARTMENT AP . pROV.E: D 1. Ceiling Insulation R-vaiue One Two Number of stones Sones R -value One Two Three R-0 -103 -19 32 R•19 -8 -1 •2 R30 .2 .1 .1 R38 0 0 0 U -value -39 -24 -1(14,1 0.:0 .176 -84 -54 0,30 -102 -19 32 0.10 -26 -13 8 US -18 .9 -6. US -11 -5 -4 0.04 -4 .2 •1 O.C2 4 2 1 O.CO i t 5 3 2. Wall Insulation - •4 49 Single- Single. 3 .2 Family Family Mul6- R-value Oeta=ed Attac .ed Family R-0 -68 -51 34 R-11 0 0 0 R -i3 2 2 1 _...,__.�. R-19.._._........8 Number of stories 15 U -value R -value One Two -- - - ... - 0.50 -71 -68 46 om ;7 36 -24 0.10 0 3 0 • 0.08 4 3 2 O.C6 9 T 5 0.04 14 _ 1 T 0.02 '3• - 7 10 O.CA Z4 ? 12 - R•value J Two .--3. Raised Floor Insulation -20 ' R-0 Insulation in Floor 0 0 . Number of stories R-5 ° R-vaiue One Two 7hrea Sones R-0 North East South :West R-11 18 Percent 1 4 St b .41 to .31 to or Glass Single Oouble .50 R-30 3 less .50 40 -121 U-vaiue -39 -24 -1(14,1 i 4, y; 35 -144 -70 -8 �t 0.50 -120 -58 38 a 0.40 -95 -16 vb 29 0.30 -69 34 .22 5 41 •12, y r•5 0.20 -3 -21 -14 -2 0.10 -17 -8 -5 .9 0.08 -11 8 •4 49 0.06 -6 3 .2 14 (f o.C4 .1 a 0 0 0.02 4 2 1 -12 O.CO 10 5 3 23 Controlled Ventilation Crawlspace -11 -t 2 Number of stories 15 22 R -value One Two Three 9 R -a 21 -34 -7 .2 R-5 -4 .4 3 31 R-11 .2 .2 •2 16 R -t 9 -1 -2 .2 6 4. Slab (edge Insulation 16 +15 (assumes ducts In tattle) . -3 2 - - 7 12 - -" 17 Number of Stones .1 .3 . '••8 R•value One Two Three -20 ' R-0 0 0 0 i7 R-5 8 5 2 10 R-7 8 6 3 3 F2 lacmr 10 14 18 13 0.90 -t 3 .1 15 0.80 -1 .1 0 9 0.70 2 2 1 . 8 0.60 6 4 2 19 0.50 9 6 3 14 0.40 12 8 4 S. Infiltration (Air Leakage) Speofcx6on Points Standard 0 SC 6. Glass Heat Loss Interior Stab Floor Raised Floor Mass Stories Sones Total North East South :West U -value 18 Percent 1 4 St b .41 to .31 to or Glass Single Oouble .50 .50 .0.30 .40 less .50 40 -121 -53 -39 -24 -1(14,1 i 4, y; 35 -90 -75 37 -29 .26 -19 -14 -9 3'` 1 +.:8 X10 30 461 -21 .13 .4 4 12 a 29 -58 •20 -12' 3 5 41 •12, y r•5 •28 -55 -i8 .10 -2 �-� 13 27' 52' 47 .9 •2 6 13 -2S 49 -15 _8 .1 7 14 (f 25 -'6 -14 .7 0 7 14' 24 43 -12 •5 1 8 14 23 -0 -11 -t 2 8 15 22 37 -9 3 3 9 15 21 -34 -7 .2 4 10 15 20 31 8 0 5 10 16 19 -29 -4 1 6 11 16 +15 (assumes ducts In tattle) . -3 2 - - 7 12 16 17 -23 .1 .3 . '••8 mon 12 17 16 -20 0 4 9 13 i7 r-15 -117 `T- ,6 +. 10 14 17 t 14 .14 3 7 10 14 18 13 -12 4 8 11 15 18 12 A 6 9 12 15 19 11 8 7 10 13 16 19 10 3 9 it 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Effecdve Percent Ciro (percent glass x SC) Etfecsve SC ' Interior Stab Floor Raised Floor Mass Stories Sones :Gass North East South :West S1ryGght 18 5 1 4 1 na 16 .12 -42 -59 -55 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 _ 1 2 4 2 3 4 0 2 ted' 1 3 0 7 � 1 23 1 -1 2 0 0 1 0 3 1 .1 •1 -1 ri 2 0 .1 •2 -4 -2 0 na=not allowed no - not allcwed 1.8a 10 12 12 -10' �. Shading (Shade Closed) Effective Percent Clam - (percent gla- x SC) Effective SC R -value (111 Interior Stab Floor Raised Floor Mass Stories Sones Gfacs North Esfx Saud. Welt Skylight 18 -14 -t8 469 -64 rta 16 .12 -42 -59 -55 na 14 .10 35 '.50 -t6 nor 12 -a -29 -4 37 na 11 -7 -26 36 -M na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 465 8 -5 -17 -23 -21. -56 7 -t -14 -19 -18 -47 6 3* -11 -t5 .14 38 S .2 -9 -11 -10 -30 41• Detached Atd a 8 O.CO 0 0 0 7 � 1 23 1 -1 .6 -9 2 0.60 8 6 4 Soiar 0.80 10 8 5 1 1 1 1 --1:,4 8' a 2 3 ,t 3* 0 no - not allcwed 1.8a 10 12 12 -10' 240 10 11 9. Interior Thermal Mass SC R -value (111 Interior Stab Floor Raised Floor Mass Stories Sones SEER 1CFA One Two Three One Two Three 0.0 -a -5 -4 .2 -1 4 0.1 -8 •5 3 •1 0 . a 0.3 .7 -4 .2 0 1 1 05 -6 3 •1 1 1 2 0.7 -5 .2 •1 1 2 2 0.9 -5 ,..+i�`+y 0 2 1 3 3 l 3 4 � 1"3 :1 `� 0 2 3 4 5 +15 man 8.0 " 20 •t 2+ ¢ 5 25 v 0,?j ;t3; •. 51 7 6 7 7 8 3 , t d< 4'' 4 6 8 8 9 a.i -7 -6 -5 0 fe-3 -' 6; 8 9 '�1 0 10 45f 3•+ 8 10 � 11 11 "S.0 4 7 9 11 12 12 5.5 5 8 9 it 12 12 6.0 5 8 10 12 13 13 65 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass ' Ezterior S-ugle.. Single. Wall 10 9 7 Family 4 Detached Atd Fm4 O.CO 0 0 0 7 0.20 3 2 1 23 0.40 5 4 3 9 0.60 8 6 4 Soiar 0.80 10 8 5 -1 1.00 13 10 7 1.4 1.20 13 12 8' -12 1.40 12 13 9 8 1.60 10 13 11.- %a of 7-10 1.8a 10 12 12 -10' 240 10 11 13 +6 b 11. Heating System SEER less SE or HSPF ' +5 +15 (assumes ducts In tattle) . 5.0 Sum of 1-6 -25 41 -17 -25 or -24 to -14b -t to +6 to 16 or SE HSPF less -15 -5 +o +15 mon 0.72 6.60 0 0 0 0 0 0 0.75 US 3 3 3 2 2 1 am 7.33- 8 7 6 5 4 3 0.85 7.1-9 13 11 10 a 7 5 0.90 8.25 17 15 13 11 9 7 095 8.71 20 18 15 13 11 8 ESTective SE or HSPF 3 (SE or HSPF x duct efficiency) i6 Effective -25 or •24 to -14 to -4 to +6 to 16 or SE HSPF leas -15 8 w9 .15 more 0.30 275 -73 84 -56 -17 38 -30 na 3.41 -45 -39 -34 -29 -24 •18 0.40 3.67 -34 30 -26 -22 -18 -14 O.Sa 4.58 -10 -9 8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.=0 5 ' 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 2.0 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 8 7 6 System Type 3 None Resistance 10 9 7 6 4 3 Omer 6 5 4 3 2 2 r 1:. Cooling Syst•:m . SC R -value (111 U -value (0.0981 3. Raised Floor Insulation SEER One -5 -t .4 3 (&smtwn ducts In attic) Two + 3 3 Stm o(7-10 2 - 2 1 Single -Family •25 or -24 b 04 in -4 to +6 In i6 or SEER .less -15 1 -6 +5 +15 man 8.0 .1 d -12 -10 8 -6 -4 8.5 .9 -7 -6 -5 -4 3 8.9 -5 -4 8 3 .2 -2 9.0 _t 3 J -2 .2 .1 9.5 a 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 23 17 14 12 9 6 - Soiar -1 -1 -1 0 0 1.4 Etfrsdve SEER -18 -12 -9 (SEER Y-Uct eftldmc7) 8 29 Wsa %a of 7-10 -16 -12 -10' Effemi a-25 or -24 b -14 to -4 b _ +6 b 16 or SEER less -15 3 +5 +15 mom 5.0 30 -25 41 -17 -13 -9 6.0 -12 -11 -9 -7 8 -1 6.6 -5 -t .4 3 -2 •2 . 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 i6 14 12 9 7 5 10.0 4 19 i6 13 10 7 11.0 26 23 19 15 12 8 120 20 26 22 18 14 9 13.0 33 29 24 20 15 10 to Zonal Castrol adjustment TYPO TYPO lass 10 8 7 6 4 3 No Cooling System Installed -Stones SC R -value (111 U -value (0.0981 3. Raised Floor Insulation or'j One -5 -t .4 3 .2 -2 Two + 3 3 .j; 2 2 - 2 1 Single -Family Detached and Attached 6.' GIass Heat Loss it,..c•.at ! Unit Size (sr) Water type tdooblej .139 12003 1700 2200 2700 Heater t;redd or • b to to . or Type Type ass 1699 2199 2699 more SG None 0 f 0 0. 0 0 or Solar 12 ' d 5 5 4 HP HWR 8 5 4 3 3 MS WS3 5 3 3 2 2 23 POU 8 5 4 3 3 SE None 37 -24 -18 -15 -t2 - Soiar -1 -1 -1 0 0 1.4 HWR -18 -12 -9 -7 8 29 Wsa -25 -16 -12 -10' 8 4.4 POU -18 --12 -9 -7 -6 IG None -5 -3 -2 .2 .2 2 Solar 7 5 .4 3 2 iS POU 3_ 2_ 1 1 1 IE None -"e8 -19 14 -11 -9 1.1 Solar 8 5 4 3 3 Z5 POU -10 -6 •5 -4 3 41 Multi -Family (tadlvfdual units) 4.7 49 5.1 5.3 Whit Size (sf) AM Water OS+ 649 700 1200 1700 2200 Heater Credit or b to to or TYPO TYPO lass 1199 1699 2199 mom SG None 0. 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 42 WSH 9 4 3 2 2 S1 POU 9 5 3 2 2 SE None -t9 .23 -15 -11 -9 32 `clZ► 2 1 1 0 0 4.7 HVrq it s3 56 5.8 6 6: 60% WS8 .25 -t3 8 1.9 Z1 Z3 -PQU -23 _12_8 31 8 -5 16 None -a -4 .3 .2 ; •2 12 Solar 6 3 2 1 1 U POU t 0 - 0 0 0 IE None 3O 715 -ta 8 -c 4] Solar IS -4 it a 4 5.7 POU d 5 1.2 1.4 1.6 Interior Mass/CFA. . rM 2 rues SC R -value (111 U -value (0.0981 3. Raised Floor Insulation or'j Zr'6 R -valise (19l U -value [0.0371 4. �SIab Edge insulation or ,S x R-valau (01 F2 factor [0.771 5. Infiltration Standard 0 6.' GIass Heat Loss it,..c•.at type tdooblej U -value [U.651 S Tout Clm [161 Sum 1-6 SC Eff. % Glass t TT►e 1 itAsS tut2C 6 4.2. Lias exposed •t=el - U = Z. 4- 3-5, 3-s x 1176 576 1076 1s76 2076 2576 3076 ]576 4ox 4% 507 M 61276 654. 7071, 75% W% 0% 9096 9576 1007. 105% 1107. 115. 120% 12 Ox 0 02 0.4 0.6 MS 1.1 1.3 13 1.7 1.9 Z1 23 ZS 2J 29 32 14 16 1t 4 42 4.4 -4.6 4.8 5 5: toy. tt2 t4 0.6 0.8 1 1.2 1.4 1.5 1.9 21 Z3 ZS Z7 29 Ii 33 15 17 4 4.2 4.4 4.5 '4.8- 5 52 S. 20% 0.3 06 Q{ 1 1.2 1.4 1.5 1.1 2 22 24 . 27 29 li 13 iS 17 19 4.1 43 4.3 4.8 5 52 5.4 5 30% 03 117 CA 1.1 1.4 1.6 1.8 2 Z2 Z4 Z5 28 3 12 15 17 32 41 4.3 4.3 4.7 49 5.1 5.3 56 5 AM 0.7 OS+ 1.1 12 1.3 1.7 1.1 22 Z4 26 26 3 12 14 16. 16 4 43 4.3 4.1 49 5.1 5.3 53 5.7 5: 50% 0.9 Ll 11 iS 1.1 1.9 Zl 23 ZS ZT 3 32 14 18 IS 4 42 4.4 4.6 til St 5.3 15 S1 19 6. 5576 M9 1.1 1.4 1.5 1.8 2 22 24 Z6 13 3 32 15 17 It 41 41 4.5 4.7 4.9 it s3 56 5.8 6 6: 60% 1 12 1.4 1.7 1.9 Z1 Z3 15 21 29 31 13 13 16 4 42 44 4.6 4.8 ' S 12 5.4 5.6 5.9 $1 6: 0% 1.1 U 1.5 1.7 1.9 22 Z4 Z6 2{ 3 12 14 36 31 4 4] 4S 4.7 4.9 it 53 SS 5.7 5.9 61 6, 70% 1.2 1.4 1.6 1.1 2 Z2 ZS Z7 29 it 13 35 17 12 11 43 li 4{ 5 5.2 5.4 5.6 58 6 52 5. 75% 1J 15 1.J 1J Zf 73 ZS Z7 3 32 14 16 3.6 4 42 4.4 46 4.8 5.1 13 u 17 19 5.1 6.3 6-1 607: 1.4 1.3 1.8 2 22 24 26 26 3 33 15 11 19 ll 4.3 4S 4.7 49 5.1 S-4 54 5.8 6 62 64 6! 457. 1.4 1.7 1.9 Z1 23 25 27 19 It 13 13 28 4 4.2 4.4 4.6 4.8 S 52 54 S6 S9 6.1 63 65 5; 907. " 1.5 1.7 2 22 Z4 26 26 ] ] 2 l4 11 l8 4.1 43 4.5 4.7 a9 5.1 S 3 . S.5 11 3.9 62 64 66 61 957. 1.6 • 1J 2 22 Z5 27 Z9 3. 33 13 1T 39 11 4.3 4.6 4{ S 5.2 5.4 5.6 11 6 6.2 6.4 6.7 5i ig07. 1.7 tJ 2.1 23 25 28 3 32 3A 3.6 3.8 4 4-2 l4 4 { 43 It 13 5-5 17 SJ 41 6.3 65 6.7 7 105% 1.6 2 12 2.4 7.6 26 3 13 IS 17 19 4.1 4.3 4.5 47 4.9 11 14 36 i6 6 6.2 6.4 66 61 7 110%. 1.9 V Z3 ZS 27 29 3.1 13 l6 3.8 4 42 4.4 t{ 4.{ S 12 5.4 5.7 S.9 6.1 6.3 65 6.7 69 7.1 115% 2 22 24 26 2.1 3 12 14 3.6 3.1 4.1 4.3 45 4.7 4.9 1113 5.5 5.7 5.9 6.2 6.4 66 6.1 7 7< 1207 2 2] ZS 27 2.9 I1 l] 25 IT 19 4.1 444.6 4.8 S 52 14 16 $a 6 62 6.5 8.7 6.9 T.1 7: 1257 Zt 23 ZS 28 3 I2 14 16 it 4 4.2 4.4 4.6 4.9 St 13 55 ST 5.9 6.1 6.3 U &7 7 7.2 Point System Summary: Climate Zone 11 3 SCORE CARD Measure l C Point Scores 1. Ceiling Insulation � or .. CD R- (381 U -value (0.0301 2. Wall Insulation _ , or d 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight S. Shading (Shade Closed) a. North b. East c. South d. . West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Contml? ( Y / N ) 13. Water Heating % Glass SC R -value (111 U -value (0.0981 3. Raised Floor Insulation or'j Zr'6 R -valise (19l U -value [0.0371 4. �SIab Edge insulation or ,S x R-valau (01 F2 factor [0.771 5. Infiltration Standard 0 6.' GIass Heat Loss 12 type tdooblej U -value [U.651 S Tout Clm [161 Sum 1-6 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight S. Shading (Shade Closed) a. North b. East c. South d. . West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Contml? ( Y / N ) 13. Water Heating % Glass SC Eff. % Glass 3ri0 x . /� = Zr'6 5.5- x = 2.�� �- ,S x x r Z x % Glass SC Eff. % Glass 3-�, x - U = Z. 4- 3-5, 3-s x 9,5 x = -3-617, -- 7 TYPE 1 MASS AREA InrrriarIV A COND. FLOOR TYPE 2 !LASS AREA AREA q Exterior Wall Maas ND. FL OR AREA Stain 7•i ,-7 x , g = U-(00 3 SE or HSPFct (0.l / Fye" ry (0.781 Effective SE or HSPF (O.S6/S.1S1 � � � - SEER 19.51 Duo aficieucy (0. 41 Effc=ve SEER (7.031 Type [SG1 Crndu- [T- / Pnfnr Tntal: - I Cermicate or %.�ompuance: xcesiaenuai climate Gone li BIJUDING DATA Conditioned Floor Area�� Slab/Raised floor 1 f ( Single Family Detached (SFD) 1 Single Family Attached (SFA) (] Multi -Family (MF) Number of Stories Number of Units [ ] Addition Alone [ l Existing Building (] Existing -Pius -Addition BUELDLNG SHELL INSULAIION Component Insulation Location/Ccanrnents Tyce R -Value (atric, :o garage, =ice etc.) Wall ............../ Roof ............. Roof ............. Floor ............. Floor ............. Slab E:ge..... GLAZING Shading Devices Glaring L l $1Z c Area Glass Type Interior Exterior Overhang Framing Type Orientation (sr) (single. double) (Tolle: blind, etc.) (shade =em etc.) (yeslno) (metaltwood) Nor -ch oerdf tate to stay subsequent purdiaser of the building, Pat_ Ad Noru`t ( ) Name Name i East ( ) TidcC-, rc Address: Tele hortr- East ( ) Lie. 1: C South ( ) (date) (sigoante) (date) Documentation Author South ( ) Name: Nantes West Atrney.- Addrnt==: West ( ) Skylight....... 57, 4 - THERMAL THERMAL MASS Type/ Covering Area Thickness (slab/exoosed, tile, etc.) (s0 (inches)_ Location/Description (kitchen, bath, etc.) le— I/- 3j5,- E)VTV-Y -- ,1f-, PZ-cs- h1A4Z7u_ —GDv"T"— IX HVAC SYSTEMS . Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, hestpumD) (SE- SEER.HSPF) (attic, etc.) R -Value (Btuh) (Or approved equal) P-tj Trj o a MIF Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas. etc.) Capacity (or approved equal) Soecial Feature(:) S,6r SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise nnidatoat buildings subiwu td the Sordsrds mutz-couxO dbcic memuw n:g cW= of the mmpt.•sa= approach used. Items monad wnth an utt+ut (-) may be woujo#d by more smngmt compluntte tequtrcmatn listed on One Centftote of Compia eat. When thus ch=keye u incorporated into the ppmtt documents. the foAxo telcos shed be conadaed by all pares as binding mmtnwm component porformano: speaficauans for the mandatory, meas:rra . -. -hetet= Ncy arc she-, rlsewhae to 4M documents or on Nu eheetlia only. - DESCRIPnON DESICHU ENFOREktM Buildint En -elope Measures • 42.5352(3): Minimum coling msulauot R-19 -0tht d average. 42.5352(bt Lowe Gu ussulauon manufacum*s labeled R -value • 42-5352(c): Minumcim was intmiaoon in framed galla R -I I weighted average (does nes apply 0 estenor mass .rails). 42.5352(kk Stab edge imulation - water sbsorptiot rate no Vomer titan US. +rater vapor tratsmtaton rate no greater than 2.0 pemfmciL 42.5311: Insulation sponGnd or installed meets Calilomin Energy Commission (CES qualify standards. lndicsla type sad form. 42.53=M Vapor earners mandatory in Climate Zana 14 and 16 only. 42.5317: InfihrsuonvEsfiloaoon Conaots a. Doors and wnMp-s beaw cen condtttoned std unconditioned spaces designed to limit air leakage- b. eakageb. Doors and winaowt een red. e Doors ad -uxi"s-otnossmpped: all jotats and penetrations caulked and snkb 12-5352(e)-- Special infiloauon barrier tttsalled toeomply with 42-5331 awesCEC quality standards. 42-5352(4): Installation of Fucplac= I. Masonry and factory -beth fueplaccs have L i eget (tang. closeable metal or glass door b. Outside ate make wnh damper and eonad e Flue damocr and conga 2. No emotuous twmtng ger pilots allowed HVAC atad Plumbiog System Measum e 42-5752(8) and 2-5303: Space eordiuoning sizing: ataeh eakadaeions. 42.5352(h) and 2.5315: Sc -bac t guxn nm on alt applioble heating systems. • 42-5316(x). Duca cw4uucted. instilled and insulated per Chap= 10. 1976 UMC 42.5316(b): Esluua:farms have damper commis. ;2-5314(e): Gas-fired space heating equipmau has iateemiaent ignition deters 42-531x: HVAC tquipmcm water heaters, slw�s and fauces cenificd by the CEG 42-53520 Rraur hone insulation btonkem (R-12 or geatrr) o combined inreriotksterior insulation (R- I6 or greater fust 5 Ices of piprs ciosea to tank insulated(R-3 or peaum). 42.5312(Ese:eption It Pipe insulation on s=n and stem, condensate return A mcimula+ing e DiVnnS. i 42.5318(dr S-immtng Pool Muting 1 1. System, has: a. Onloff switch on hater. e b. weatvneproof instruction plate on note. _ r- Plumbed to alto- for solar. 2. 75 patent thermal dradcaey. 3. Pool cover. d, Time Clock. . 5. Dnrecuool wate inlet t Lighting and Appliance Measures i42.53520 Lighung - 25 kxnaahatt or greater for general lighting in i itehetu and baduooat i 12-5314(c): Gas feed appliances equipped with intermittent ignition devices. 42-5314(a)* Refrigrrarors. refrigerator-(re=scm frcc=n and 0utorecrnt tamp baltasa cnmtifted by the CEC Inds - make and model number. COMPLIANCE STATEAU24 T This c=ficau of compLance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Qapttr 2. Subchapter 4, Article 1 of the California Administrative code. This uxrtif tate has been signed by the individual with ova -Z design responsibility and the building owner. who shall rt Iain a copy of it and traz=nit the oerdf tate to stay subsequent purdiaser of the building, Designer Building Owner Name Name i Tukin= Aedres= TidcC-, rc Address: Tele hortr- Tckptwne,y Lie. 1: C (stgnataue) (date) (sigoante) (date) Documentation Author Enforcement Agency Name: Nantes Title:rFirm: Atrney.- Addrnt==: T.i. s.....� J N 890191,461.1'.E 264.001. 1b SIM d� 1 IThis set of plans and specifications MUST be kept on the job at all times and it is unlawful to HELL make any changes or alterations on same wi& f O, out written permission from the Department f public Works, County of Butte. p o 5HOP L Location of structures .& equipment shall be as shown & dear of all easement#. FImAN 551± J I Li 5E TIG. TANK �r}aferia}s & Worfcmanship Shall. Be 10 Q once with ,Recognized Good, Practices and T_ a quality, ptescribed for the Specified -use in the. ifomn Building, Plumbing & Mechanical Codes and -National Electrical Code. I NOTE:' DA5HI=D LINE I ND I GAT�5 . LOCATION OF EXI5TIN6 BU I LD I N6 PAD AND 15 APPROX 11-0" H I CCHER THEN. 5URROUNDIN6 I 64RA15E OR GROUND., N 5901946" E ti 264.00' 51 TE Tf-r= 13AKM HOU5E -- 2650 5Q...PT. LOT 6 OF RIO.: E30NITO COLONY EW I- I COUNTY, CALIFORNIA 1416 BUTTE COU LDM EP T 6 / ao�, P PREPARED -5Y1 �3Y . COUNTY OF BUTT BUILDING DEPT MAY 0 1 1992 - NORTH 0 L6 X 0 V N 89 ° 19'46 :' E ,�, 264.00' own r dow, G 51'TE I TELL I l o �I 5�'t 7 �o w', 0��UL, g40. SHOP T l�iS ccsl4f'` I 4o't �- . I i 17. . S�PTIG. 1 TANK APPROVED Butte County (y Environmental Health eEa Q . t e II Signature I I NOTE:' DA5!•-ID L 1 NE INDICA" TES . I I LOCATION OF EXIeTIN6 - BU I LU I N6 PAD AND 1 I I APPROX 11-0" 1416HER THEN. SURROUND 1 N6 I C6iRADE OR GROUND. N 89° 19'4611 E 264.00 f PLAN • �� N 59"1946" E 264.00' . �.S 1 1• i i . ►� 3 PAD BKD POOL— 6,000 GAL. appro r. Off ` YELL _ SHOP ME1 RaS r - WALJ� I _ v Location of structures & equipment shall be as shown clear of all easements. L54Qf• AN -Rb Butte County Envir mental ealth aZ� to 0' r t �{{ • � I N ' L . N0T1=-t'DA5H D LINE IN7IGATE5. Lr LCOATION OF •EXIaTIN(5- j I au N& FAD AND 15 :: oX � -011 NIS, TION 66R" UNOIN& 6RO � OR C+ZOUND. A I ft 46t w wwmww� w sow N 89* 19'46" E 264.00' w/ L LEE WI Y, HOU 2 � � : `�-• 'this get a plans and specifications MUST be » ' F ..{` kept on the job at all times and it is unlawful to . LOT b 0 f?IO; PP • ITQ �Ow- make any changes or alterations on same with- TT"E ccG '" iso. iii out written permission from the Department of UJ 11-L-ey WY, Public Works, County of Butte. ' ?s,-70 T `m Materials &1t'Vorkmaps p Shan ; toA4 CCIrdanee • 'with Recognized ;Good 45ractic6s Ja 04 a qualify' prescribed •for jhe Specified 01" J� Uni#onrt Building, Plumbing �C Mecha nica( es,�� ,• • , , ACMifionar Electrical Codi. T1 TNI i51 GAJ ' -7V 'GI'T1t' CA' ti 95 BUTTE COUNTY BUILDING DEPARTMENT , APP R VD -IIh1. �• ,.oL.r-,-.,S.s -r .,ot.t• rn r.o.e o,rt a X O Q — � ..0.E-} U) Z 0 B .0 o _w > CL 0 w Ft 0. ca U O S ° Ma v Qo 0' W c� W W _ C J LU_ >W W N U w > 0- p Ur'po atro._ < r T 0 r w w J 01 U w w W X LL w CO L I I M ZZn WW W J N 000 ❑ W_ !Z 01 J Z W WC/) Cn w :n � t CC >W rn < o Q ZW N J f3_ 0 .o,r N E ..0.► SEAT w I W Ir° a n r,, i N N. of Xi x a o a r CL d) J .0 n Fo !C 0 d ? o Wr �otsrn l a N(' x. N W C7 C .i 'a u Wn� 1- n *j 3: W — o U. C CM 0 lA Oil: > CC UJ O W cn N woa� Z W N N N > W J k O Z L N Z (D C W N > c No u- c Z a N a �.c ,.oL.r-,-.,S.s -r .,ot.t• rn r.o.e o,rt a X O Q — � Lu I– rrF2- 1 _w > CL 0 w U)•- W U) W ~ 0. ca U ~ V 0' W c� W W O O C J LU_ >W W N U W W M N M cn < r T 0 r w Z J CC U w w W X LL w CO L I I M ZZn WW W J N W_ !Z 01 J ,.oL.r-,-.,S.s -r .,ot.t• L.9 X O i a CL to f V i [t T LU > 0 W_ (n CC W N rn x O fl. a O a )' O Lu I– LLLI 1 _w > CL 0 w w 0. ca U N LL N I 0' OO Ln � N O C f LU_ >W W N U V O cn �j � W N 0 r w Z N CZ o r Cl) . CZ CC U Ww X LL w o L I I M N > W_ J Z W WC/) Cn w CC >W rn < o Q ZW > cnNcn J f3_ 0 .o,r L.9 X O i a CL to f V i [t T LU > 0 W_ (n CC W N ZD n st x O fl. a O .,Ll,lt )' O O LLLI 1 _w > CL 0 CC w 0. ca LU0 � N LL N I > OO Ln � N O Z Q �R V LU_ >W W N w C X MJ V O N �j � W N N r t/1 Z N CZ o r Cl) . CZ U Ww T N > LL w o W I I M N > c,z+.o.0 .c.zir `PT ZD n r� CL CL M J f Q I 0 < a V N N O r r X Y J w wCn > W ZWEE o W a Cn 9,r x O fl. a O .,Ll,lt a1 O LL LLLI 1 w W 0 CC cn W LU0 � m > OO Cn W Z Q b LU_ >W W N > 0 D rA N w 0 � W N t/1 N CZ o r Cl) . CZ U N T N > I I M c,z+.o.0 .c.zir `PT NOJOM W WC/) Cn w >W rn < ZW > cnNcn Q 0 .o,r N p O w Ir° a n r,, 0 Xi d) J .0 n Fo a 1:1)a aJQ N(' x. N W C7 LIJ 1- n *j 3: W — o 0 lA > CC UJ O W cn N Z W N N N > J k O Z L „016 r� CL CL M J f Q I 0 < a V N N O r r X Y J w wCn > W ZWEE o W a Cn MANUFACTURING The swimming pool is of one-piece fiberglass reinforced plastic W.R.P.) construction, factory formed over a shaped mold. The steps are formed into the pool at the end. These steps are textured for a non-skid surface, also thel majority of the entire bottom of the pool is textured for a non-skid surface. The F.R.P. laminate is constructed in the following manner. (Note: The "mold" is the exact shape, size and finish of the pool but in reverse. The manufactur- ing process we are describing is reverse of normal processing: i.e. first polish, then paint, then the main body; usually items are built, then painted, then polished. The F.R.P. pool is made upside down, inside out, and backward.) 1. The mold is polished, wax is applied and polished by hand; a film of P.V.A. (polyvinyl alcohol) green in color and water soluable, is sprayed onto the entire surface, this is to assure separation of the F.R.P. pool and the mold. 2. A "gel coat" formula and N.P.G. resin (neo pentyl glycol, a corrosion resistant resin) is catalized with M.E.K.P. (methyl ethyl ketane peroxide) is sprayed over the entire mold surface to approximately 25 mill thickness and allowed to harden. 3. F.R.P. is applied over the gel coat at approximately 1/8" thickness, all air bubbles are worked out and this is then allowed to harden. The fiber- glass is random strands in various lengths and the plastic is isophalic resin, the ratio is approximately 40% fiberglass, 60% plastic resin, catalyst is M.E.K.P. 4. F.R.P. is again applied to repeat Step )k3, for a total thickness of approximately 1/4". 5. Particle board is placed in the perimeter of the coping. F.R.P. is applied as in step #3 and 4, but only over the particle board and an inch or two of the pool to complete the beam structure in the coping. Twelve inch lengths of 3/8" chains are now placed upon the under sides of the coping every 8 inches on each side and Steps #3 and 4 are repeated to a total thickness of approximately 2" around the chains with approxi- mately 6" exposed for handling the pool at the factory, transporting, and installation. 6. The F.R.P. surface is now sprayed with a dark pigmented gel coat. This does enhance the appearance of the pool upon delivery but the reason is to insure all glass fibers are covered with plastic so the glass fibers will not pick up water or moisture, which would deteriorate the laminate by swelling. The color is only an aid to see the coating is complete. This is also allowed to harden. 7. Water is then pumped between the surface of the mold and the pigmented surface of the F.R.P. pool to cause a parting and to initiate lifting. The pool is lifted from the mold when parting is complete (the F.R.P. pool is still upside down). S. Holes are drilled and cut for the pool fixtures; the fixtures are installed and sealed with either silicone rubber and gaskets or with heavy laminate. A small amount of P.V.A. film is left on to protect against dirt abrasion in transportation. This green P.V.A. film rinses off with water. INSTALLATION OF THE VIKING POOL MANUFACTURER'S RECOMMENDATIONS Excavation for the Pool y The pool excavation is dug very close to the pool size with a minimum of disturbance to the unexcavated soil which will support the pool. The clearance is approximately 6 inches around the pool. - -- - - - -The depth and -contour of the excavation is determined with tthe use of a transit level and a tape. The bottom of the excavation is overducg 3 inches to 6 inches. —Preparation -of -Bottom -Surf ace "of -Excavation � r This surface is prepared by covering it with a•3 - 6 inch layer of bedding sand or concrete sand, El/4-minus-may, be -used. Setting of the Pool The pool is delivered to the pool site. A hydraulic crane is present to pick up the pool and lower it carefully into -the excavation. 'r -Level l ing -the-Pool The qualified pool installers then check the level of the pool and its fit with the excavation by walking around on the inside of the pool feeling for any voids that might be present. The pool is then lifted out of the excavation and set back as many times as necessary to achieve a perfect fit. The perfect fit is realized by using the following techniques, namely, raking the surface of the sand in order to see where the pool is touching after it is removed and also walking around on the inside of the pool to detect low spots. When the level of the pool is within one-half inch, the setting procedure is complete. eWater Fill -and `Sand"Backfill'-- c The water is then started into the pool at the same time the sand backfill Cl) is being placed. The backfill and the water inside the pool are kept near the 0 same level and the level of the pool is checked periddically. Total compaction "'' of the backfill is accomplished by the constant•use ci\the hand operated tampers Q in conjunction with the appropriate amount of water. Plumbing and Electrical > All plumbing and electrical is done in accordance with all codes in effect in that area. E y When Concrete Decks are Poured t Q. Forms are now put up around the perimeter of the pool. Small sumpts d measuring 12" wide and 6" deep are dug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. 1n Concrete is then poured coming up to approximately 1/4" of the top of the 'a coping with a slight fall away from the pool. Cantilever deck may also be used. y Maintenance This pool is designed to be kept full at all times. The pool shell could be damaged if the water level is allowed to drop below the pool inlet. When 0 appreciable draw -down is noticed, or if it becomes necessary to drain the pool, J contact VIKING POOLS, INC., or their agents for instructions. 0 TAHOE BERRYESSA SHASTA CLEARLAKE Z C) 375Gallons 420 Gallons 2�5 Gallons 450 Gallons x I ( Series — LOS Series — OS Series — LRS Series — SS B � A P v .. NAT. GRA, '! Galvanized 9,r x O fl. a O .,Ll,lt a1 O LL LLLI LL m wCn W 0 CC cn W LU0 � MANUFACTURING The swimming pool is of one-piece fiberglass reinforced plastic W.R.P.) construction, factory formed over a shaped mold. The steps are formed into the pool at the end. These steps are textured for a non-skid surface, also thel majority of the entire bottom of the pool is textured for a non-skid surface. The F.R.P. laminate is constructed in the following manner. (Note: The "mold" is the exact shape, size and finish of the pool but in reverse. The manufactur- ing process we are describing is reverse of normal processing: i.e. first polish, then paint, then the main body; usually items are built, then painted, then polished. The F.R.P. pool is made upside down, inside out, and backward.) 1. The mold is polished, wax is applied and polished by hand; a film of P.V.A. (polyvinyl alcohol) green in color and water soluable, is sprayed onto the entire surface, this is to assure separation of the F.R.P. pool and the mold. 2. A "gel coat" formula and N.P.G. resin (neo pentyl glycol, a corrosion resistant resin) is catalized with M.E.K.P. (methyl ethyl ketane peroxide) is sprayed over the entire mold surface to approximately 25 mill thickness and allowed to harden. 3. F.R.P. is applied over the gel coat at approximately 1/8" thickness, all air bubbles are worked out and this is then allowed to harden. The fiber- glass is random strands in various lengths and the plastic is isophalic resin, the ratio is approximately 40% fiberglass, 60% plastic resin, catalyst is M.E.K.P. 4. F.R.P. is again applied to repeat Step )k3, for a total thickness of approximately 1/4". 5. Particle board is placed in the perimeter of the coping. F.R.P. is applied as in step #3 and 4, but only over the particle board and an inch or two of the pool to complete the beam structure in the coping. Twelve inch lengths of 3/8" chains are now placed upon the under sides of the coping every 8 inches on each side and Steps #3 and 4 are repeated to a total thickness of approximately 2" around the chains with approxi- mately 6" exposed for handling the pool at the factory, transporting, and installation. 6. The F.R.P. surface is now sprayed with a dark pigmented gel coat. This does enhance the appearance of the pool upon delivery but the reason is to insure all glass fibers are covered with plastic so the glass fibers will not pick up water or moisture, which would deteriorate the laminate by swelling. The color is only an aid to see the coating is complete. This is also allowed to harden. 7. Water is then pumped between the surface of the mold and the pigmented surface of the F.R.P. pool to cause a parting and to initiate lifting. The pool is lifted from the mold when parting is complete (the F.R.P. pool is still upside down). S. Holes are drilled and cut for the pool fixtures; the fixtures are installed and sealed with either silicone rubber and gaskets or with heavy laminate. A small amount of P.V.A. film is left on to protect against dirt abrasion in transportation. This green P.V.A. film rinses off with water. INSTALLATION OF THE VIKING POOL MANUFACTURER'S RECOMMENDATIONS Excavation for the Pool y The pool excavation is dug very close to the pool size with a minimum of disturbance to the unexcavated soil which will support the pool. The clearance is approximately 6 inches around the pool. - -- - - - -The depth and -contour of the excavation is determined with tthe use of a transit level and a tape. The bottom of the excavation is overducg 3 inches to 6 inches. —Preparation -of -Bottom -Surf ace "of -Excavation � r This surface is prepared by covering it with a•3 - 6 inch layer of bedding sand or concrete sand, El/4-minus-may, be -used. Setting of the Pool The pool is delivered to the pool site. A hydraulic crane is present to pick up the pool and lower it carefully into -the excavation. 'r -Level l ing -the-Pool The qualified pool installers then check the level of the pool and its fit with the excavation by walking around on the inside of the pool feeling for any voids that might be present. The pool is then lifted out of the excavation and set back as many times as necessary to achieve a perfect fit. The perfect fit is realized by using the following techniques, namely, raking the surface of the sand in order to see where the pool is touching after it is removed and also walking around on the inside of the pool to detect low spots. When the level of the pool is within one-half inch, the setting procedure is complete. eWater Fill -and `Sand"Backfill'-- c The water is then started into the pool at the same time the sand backfill Cl) is being placed. The backfill and the water inside the pool are kept near the 0 same level and the level of the pool is checked periddically. Total compaction "'' of the backfill is accomplished by the constant•use ci\the hand operated tampers Q in conjunction with the appropriate amount of water. Plumbing and Electrical > All plumbing and electrical is done in accordance with all codes in effect in that area. E y When Concrete Decks are Poured t Q. Forms are now put up around the perimeter of the pool. Small sumpts d measuring 12" wide and 6" deep are dug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. 1n Concrete is then poured coming up to approximately 1/4" of the top of the 'a coping with a slight fall away from the pool. Cantilever deck may also be used. y Maintenance This pool is designed to be kept full at all times. The pool shell could be damaged if the water level is allowed to drop below the pool inlet. When 0 appreciable draw -down is noticed, or if it becomes necessary to drain the pool, J contact VIKING POOLS, INC., or their agents for instructions. 0 TAHOE BERRYESSA SHASTA CLEARLAKE Z C) 375Gallons 420 Gallons 2�5 Gallons 450 Gallons x I ( Series — LOS Series — OS Series — LRS Series — SS B � A P v .. NAT. GRA, '! Galvanized 9,r x O fl. a • L .,Ll,lt Aclob Soil Ont y O rn EL W � p X O .I Q � I/ U g LL o N o � N LU0 � m w W OO Cn W Z Q LU_ >W W N J d \to a LU D rA MANUFACTURING The swimming pool is of one-piece fiberglass reinforced plastic W.R.P.) construction, factory formed over a shaped mold. The steps are formed into the pool at the end. These steps are textured for a non-skid surface, also thel majority of the entire bottom of the pool is textured for a non-skid surface. The F.R.P. laminate is constructed in the following manner. (Note: The "mold" is the exact shape, size and finish of the pool but in reverse. The manufactur- ing process we are describing is reverse of normal processing: i.e. first polish, then paint, then the main body; usually items are built, then painted, then polished. The F.R.P. pool is made upside down, inside out, and backward.) 1. The mold is polished, wax is applied and polished by hand; a film of P.V.A. (polyvinyl alcohol) green in color and water soluable, is sprayed onto the entire surface, this is to assure separation of the F.R.P. pool and the mold. 2. A "gel coat" formula and N.P.G. resin (neo pentyl glycol, a corrosion resistant resin) is catalized with M.E.K.P. (methyl ethyl ketane peroxide) is sprayed over the entire mold surface to approximately 25 mill thickness and allowed to harden. 3. F.R.P. is applied over the gel coat at approximately 1/8" thickness, all air bubbles are worked out and this is then allowed to harden. The fiber- glass is random strands in various lengths and the plastic is isophalic resin, the ratio is approximately 40% fiberglass, 60% plastic resin, catalyst is M.E.K.P. 4. F.R.P. is again applied to repeat Step )k3, for a total thickness of approximately 1/4". 5. Particle board is placed in the perimeter of the coping. F.R.P. is applied as in step #3 and 4, but only over the particle board and an inch or two of the pool to complete the beam structure in the coping. Twelve inch lengths of 3/8" chains are now placed upon the under sides of the coping every 8 inches on each side and Steps #3 and 4 are repeated to a total thickness of approximately 2" around the chains with approxi- mately 6" exposed for handling the pool at the factory, transporting, and installation. 6. The F.R.P. surface is now sprayed with a dark pigmented gel coat. This does enhance the appearance of the pool upon delivery but the reason is to insure all glass fibers are covered with plastic so the glass fibers will not pick up water or moisture, which would deteriorate the laminate by swelling. The color is only an aid to see the coating is complete. This is also allowed to harden. 7. Water is then pumped between the surface of the mold and the pigmented surface of the F.R.P. pool to cause a parting and to initiate lifting. The pool is lifted from the mold when parting is complete (the F.R.P. pool is still upside down). S. Holes are drilled and cut for the pool fixtures; the fixtures are installed and sealed with either silicone rubber and gaskets or with heavy laminate. A small amount of P.V.A. film is left on to protect against dirt abrasion in transportation. This green P.V.A. film rinses off with water. INSTALLATION OF THE VIKING POOL MANUFACTURER'S RECOMMENDATIONS Excavation for the Pool y The pool excavation is dug very close to the pool size with a minimum of disturbance to the unexcavated soil which will support the pool. The clearance is approximately 6 inches around the pool. - -- - - - -The depth and -contour of the excavation is determined with tthe use of a transit level and a tape. The bottom of the excavation is overducg 3 inches to 6 inches. —Preparation -of -Bottom -Surf ace "of -Excavation � r This surface is prepared by covering it with a•3 - 6 inch layer of bedding sand or concrete sand, El/4-minus-may, be -used. Setting of the Pool The pool is delivered to the pool site. A hydraulic crane is present to pick up the pool and lower it carefully into -the excavation. 'r -Level l ing -the-Pool The qualified pool installers then check the level of the pool and its fit with the excavation by walking around on the inside of the pool feeling for any voids that might be present. The pool is then lifted out of the excavation and set back as many times as necessary to achieve a perfect fit. The perfect fit is realized by using the following techniques, namely, raking the surface of the sand in order to see where the pool is touching after it is removed and also walking around on the inside of the pool to detect low spots. When the level of the pool is within one-half inch, the setting procedure is complete. eWater Fill -and `Sand"Backfill'-- c The water is then started into the pool at the same time the sand backfill Cl) is being placed. The backfill and the water inside the pool are kept near the 0 same level and the level of the pool is checked periddically. Total compaction "'' of the backfill is accomplished by the constant•use ci\the hand operated tampers Q in conjunction with the appropriate amount of water. Plumbing and Electrical > All plumbing and electrical is done in accordance with all codes in effect in that area. E y When Concrete Decks are Poured t Q. Forms are now put up around the perimeter of the pool. Small sumpts d measuring 12" wide and 6" deep are dug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. 1n Concrete is then poured coming up to approximately 1/4" of the top of the 'a coping with a slight fall away from the pool. Cantilever deck may also be used. y Maintenance This pool is designed to be kept full at all times. The pool shell could be damaged if the water level is allowed to drop below the pool inlet. When 0 appreciable draw -down is noticed, or if it becomes necessary to drain the pool, J contact VIKING POOLS, INC., or their agents for instructions. 0 TAHOE BERRYESSA SHASTA CLEARLAKE Z C) 375Gallons 420 Gallons 2�5 Gallons 450 Gallons x I ( Series — LOS Series — OS Series — LRS Series — SS B � A P v .. NAT. GRA, '! Galvanized 4•• +-.,9.rJ► • L .,Ll,lt Aclob Soil Ont y • X O \ 10" • >` 0CaI acc— OO a J Q \to a LU Q c � W N W XCCo N CZ o r Cl) . CZ UJ S H (� N T N > I I M NOJOM W WC/) Cn w >W CC a) ZW > cnNcn Q 0 MANUFACTURING The swimming pool is of one-piece fiberglass reinforced plastic W.R.P.) construction, factory formed over a shaped mold. The steps are formed into the pool at the end. These steps are textured for a non-skid surface, also thel majority of the entire bottom of the pool is textured for a non-skid surface. The F.R.P. laminate is constructed in the following manner. (Note: The "mold" is the exact shape, size and finish of the pool but in reverse. The manufactur- ing process we are describing is reverse of normal processing: i.e. first polish, then paint, then the main body; usually items are built, then painted, then polished. The F.R.P. pool is made upside down, inside out, and backward.) 1. The mold is polished, wax is applied and polished by hand; a film of P.V.A. (polyvinyl alcohol) green in color and water soluable, is sprayed onto the entire surface, this is to assure separation of the F.R.P. pool and the mold. 2. A "gel coat" formula and N.P.G. resin (neo pentyl glycol, a corrosion resistant resin) is catalized with M.E.K.P. (methyl ethyl ketane peroxide) is sprayed over the entire mold surface to approximately 25 mill thickness and allowed to harden. 3. F.R.P. is applied over the gel coat at approximately 1/8" thickness, all air bubbles are worked out and this is then allowed to harden. The fiber- glass is random strands in various lengths and the plastic is isophalic resin, the ratio is approximately 40% fiberglass, 60% plastic resin, catalyst is M.E.K.P. 4. F.R.P. is again applied to repeat Step )k3, for a total thickness of approximately 1/4". 5. Particle board is placed in the perimeter of the coping. F.R.P. is applied as in step #3 and 4, but only over the particle board and an inch or two of the pool to complete the beam structure in the coping. Twelve inch lengths of 3/8" chains are now placed upon the under sides of the coping every 8 inches on each side and Steps #3 and 4 are repeated to a total thickness of approximately 2" around the chains with approxi- mately 6" exposed for handling the pool at the factory, transporting, and installation. 6. The F.R.P. surface is now sprayed with a dark pigmented gel coat. This does enhance the appearance of the pool upon delivery but the reason is to insure all glass fibers are covered with plastic so the glass fibers will not pick up water or moisture, which would deteriorate the laminate by swelling. The color is only an aid to see the coating is complete. This is also allowed to harden. 7. Water is then pumped between the surface of the mold and the pigmented surface of the F.R.P. pool to cause a parting and to initiate lifting. The pool is lifted from the mold when parting is complete (the F.R.P. pool is still upside down). S. Holes are drilled and cut for the pool fixtures; the fixtures are installed and sealed with either silicone rubber and gaskets or with heavy laminate. A small amount of P.V.A. film is left on to protect against dirt abrasion in transportation. This green P.V.A. film rinses off with water. INSTALLATION OF THE VIKING POOL MANUFACTURER'S RECOMMENDATIONS Excavation for the Pool y The pool excavation is dug very close to the pool size with a minimum of disturbance to the unexcavated soil which will support the pool. The clearance is approximately 6 inches around the pool. - -- - - - -The depth and -contour of the excavation is determined with tthe use of a transit level and a tape. The bottom of the excavation is overducg 3 inches to 6 inches. —Preparation -of -Bottom -Surf ace "of -Excavation � r This surface is prepared by covering it with a•3 - 6 inch layer of bedding sand or concrete sand, El/4-minus-may, be -used. Setting of the Pool The pool is delivered to the pool site. A hydraulic crane is present to pick up the pool and lower it carefully into -the excavation. 'r -Level l ing -the-Pool The qualified pool installers then check the level of the pool and its fit with the excavation by walking around on the inside of the pool feeling for any voids that might be present. The pool is then lifted out of the excavation and set back as many times as necessary to achieve a perfect fit. The perfect fit is realized by using the following techniques, namely, raking the surface of the sand in order to see where the pool is touching after it is removed and also walking around on the inside of the pool to detect low spots. When the level of the pool is within one-half inch, the setting procedure is complete. eWater Fill -and `Sand"Backfill'-- c The water is then started into the pool at the same time the sand backfill Cl) is being placed. The backfill and the water inside the pool are kept near the 0 same level and the level of the pool is checked periddically. Total compaction "'' of the backfill is accomplished by the constant•use ci\the hand operated tampers Q in conjunction with the appropriate amount of water. Plumbing and Electrical > All plumbing and electrical is done in accordance with all codes in effect in that area. E y When Concrete Decks are Poured t Q. Forms are now put up around the perimeter of the pool. Small sumpts d measuring 12" wide and 6" deep are dug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. 1n Concrete is then poured coming up to approximately 1/4" of the top of the 'a coping with a slight fall away from the pool. Cantilever deck may also be used. y Maintenance This pool is designed to be kept full at all times. The pool shell could be damaged if the water level is allowed to drop below the pool inlet. When 0 appreciable draw -down is noticed, or if it becomes necessary to drain the pool, J contact VIKING POOLS, INC., or their agents for instructions. 0 TAHOE BERRYESSA SHASTA CLEARLAKE Z C) 375Gallons 420 Gallons 2�5 Gallons 450 Gallons x I ( Series — LOS Series — OS Series — LRS Series — SS B � A P v .. NAT. GRA, '! Galvanized 4•• ForClaly • L �� Chain 3l4" Diam�foraaat -- Aclob Soil Ont y • • Foot on Center 10" • 3" Thick Compacted IL Sand (Typical) r4" (Min.) Thick impacted Typical c. Gravel for Clay (Adobe) Soil Only Fiberglass Pool Shell TYPICAL DETAIL—ALL MODELS � STRENGTH OF THE VIKING'S POOL FIBERGLASS REINFORCED PLASTIC WDLL JUNE 23, 1986 The strength of the pool's walls are investigated for the top surface of this pool's edge beam geing approximately twenty inches above the ground as shown below. A one foot wide vertical strip of the pool's wall is treated as a cantilever beam carrying the lateral loading due to water, the length of the cantilever is 18 inches. This analysis is conservative since the lateral retraint offered by the pool's edge beam is neglected. The flexure stresses are calculated at sect. m -m up to which the pool's wall is supported by compacted back -fill. Edge P - resultant lateral load due to water Beam on 1 foot wide vertical strip of wall 2" above sect. m -m. P = 62.4(18)(18)(1)= 70.2 lb. 2 12 12 Mm -m = 70.2(6) = 421.2 lb.in. Max flexure stress= 6M = 6(421.2) = 3,370lb/in2 bhz 12(,)z O.K 18" Flexural Strength as 21,721 lb/inz P per June 4, 1986 Report Compacted Pool Wall has an adequate factor of safety 6++ Back -Fill for above -ground support. m mo QROF ESS/0,41 r k�� NST H Ey KENNETH C. LUX 1/4 min. ` ENGINEER • ; ,. r G� a ' No. 1 P. , The above specifications are for'modeis: sr CryiL �� Series ASP, Series B, Series BFF, Series BK, �IFOF Series BL, Series MK and Series SAROP �(uf-C CAUF ENGINEERING REPORT ON THE VIKING FIBERGLASS POOL JUNE 4, 1986 Tti"is,report deals primarily with the ptrength and energy absorption characteristics of the fiberglass polyester material used in the construction of the Viking Pools. These pools are manufactured by the firm VIKING POOLS, INC. in Williams, California. The ability of the pool structure to carry the loads imposed on it (which are primarily static loads, due to water pressure, ground settling, and dynamic loads due to earthquakes) depends on the strength and energy absorption quali- ties of the fiberglass polyester material. To ascertain the mechanical behavior of the above material, tensile, com- pressive and flexure specimens were made from material removed from the walls of existing pools. All of these specimens were tested in the Materials Testing Laboratory of the University of Santa Clara by Harold M. Tapay, Professor of Engineering. All of the above tests were conducted at room temperature (78°F) and 10°F. The tests at 10'F were conducted because some pools are installed in the mountain areas which reach low temperatures during winter. From the axial load tests in tension and compression and the flexure tests, the following mechanical properties were evaluated. (1) Ultimate strength in tension (2) Ultimate strength in compression (3) (a) Modulus of rupture in flexure, i.e. Flexural Strength 11 (b) Modulus of elasticity in flexure, i.e. Flexural Modulus The average value of these properties appear in the following table: Specimen Ultimate Ultimate Flexural Flexural Temperature Tensile Strength Compressive Strength Strength Modulus (•F) (lb/in.z) (lb/in.z) (lb/in.z) (lb/in.2 78 15,130 23,360 21,720 1.0 x 106 10 17,070 23,890 24,730 1.2 x 10 From the above table it can be seen that at the lower temperature of 10'F this fiber reinforced plastic gains in strength and stiffness, and it could be shown that its capacity to absorb energy has not diminished. Therefore, this pool is just as good structurally at low temperatures as it is at normal operating temperatures. This fiber reinforced plastic is strong, tough and resilient material. Compared to gunite, this material is stronger under tensile, compressive and flexural loadings. In addition, the material is much tougher than gunite (toughness meaning energy absorption capacity up to rupture). A'simple beam of this material with a span of 5" and a depth of approximately 5/16" and a width of 7/8" experienced a 1/2" midspan deflection under a midspan concentrated load without rupturing. This means that a pool made of this material could experience large deflections under earthquake loading without rupturing. In conclusion, the Viking Pool, when properly installed in compacted ground against a compacted sand cushion (compacted by wetting) can safely carry the loads due to water pressure and ground movement, including ground movement due to earthquakes. c�OF ESS/0W �� .QRD T H FESSl�Ngl C T H �lG F2? IOUr , COU ly ,��' W rr' t rlfte ti3(i:>,+. No. 1 09 1 `� No. 170� Ex o. r /1.41 Or C?+L\F AXP L'I3b/V3 L ENGINEERING RA 1805 TRIBUTE ROAO, SUITIt A SACRAmr=NTO CA 95815 9�S/92_9-9267 PMONF- job Number 7r 91131 -S2 OC -,iber, 1, 1991 tA AM, Homer Baker' 1092 Pease Road Yuba, City,, CA 95991 �subject: 'Foundation Plan Review I BAKER RESIDENCE 250 Willey Lane Biggs, California Ladies and Gentlemen: presenting our comments Pumuant to the request of Mr. 6, ob Estrada, we arc 'n I at pro . ject located regarding the foundation plan review for the proposed reside ti on Lot 6 of, Rio Bonito Colony, Butte County, California. The foundation plan and foundation notes and details were prepared by Estrada and Talle (sheets sue da . _�July 1991. numbered S1 and is. te, Our review of the above mentioned plan,revealed that,the plans are prepared in accordance with the recommendations contained In our geotechnical investigation report, Job Number 9113131i dated September 23,,1991. No load analysis was performed by our office for the subject foundation. We recommend that an engineer from our office inspect the pier holes prior to the -r pouring of cono,,qlte. it you,_have any questiori.,1*i-.,1,or requireany additional linformation, please feel free to call our office At your convenience, Sinc6r,01y, N'GINEERI . LAA 1� N6 A` i TeE,_ Ahmad badie, E. AB:tmb Sol U ILMIGM T 'A DO UY I 9 1011), 0 p, 6 Or A 1"''. - , l�, � I : I t I 1. � .%. � - � I - it � . ___- \ I I . _";71 — , -.I- ,v��, � - � r I I, —1 .O.W� .. I I 11 - . , � �4_ � \ - -��-���----�----��w-"-",*����--� � zt i� ":� ''" � � I . (01� 17 , I III I �,'.,,`. . � 11, 4a �,� " 1. � I �' "i , , I �� I I � a�_ -wm,-o P I li,i \ _.__�. - _�.________��-"` I I . I ': : \ . I . . --i-I - 410: __ir - " "" I I . � � . I ,4 tF. " - lc-- '--- I , , 0 . " I . \ I it, I I 1� , , "`� , - � I I Is. 80, ___ -) K_ SO -1 N � , � 1.�'11 I 11 . rF— ___��_�_ � : �,, I I F ';�----_ _ ---7, �' * - —, _�_ . 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