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027-040-088
ovillLe 27-04-94 _p_ E emption Permit (hay storage,. horses, fJ'111 (utilities/travel-eLf`aifer) -7 0 V 27 04-11 Per B mming pool) 27-04--88 DIRKS, Donald 122 Country Oaks Dr, Orovill e F.DIRKS,.DONALD 1122 - 22 COUNTRY OAKS,. OROVILLE o | m . t RESIDENTIAL 27-04 ort 2=99$;P,E DIRKS, Doug 6656 Lower Wyandotte, Oroville - _(new pool) Y ' r � IT � 4 • DOL V -l -o i�r � •-"T' �, o T �- c�tv a-�, 'P � • IF 1 j • JOB FINALED ate) I 1i,' Signature ' J = OK" O=Not OK =Not Applicable Not Ready MOBILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Lodation-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. / P'Nat. or/ /" L"ft./ /"LPG 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: Coonectors 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-Rooting 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 OK except #'s Lsements oils; Com aetibn-Structure Stability 3. P ructure; Steel -Connections -Thickness i --,--Dead Men -Lining ¢!E! .; Receptacles and Lighting, Distances-GFI _. EI�ool Lighting; 15 volts-GFI 4.�EIec.;EncIosures; Conduit Entries -Terminals -Listed ec,;,Bending; Metal w/5'-Circulatinq Equip. -Heater j,117-Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Bo ,enclosures-PaneIboards-Ins. to Main in Conduit . Healt .Department Approval umb.; Cir. Test -Mer Supply Test Date and 13-1 Date Card B-1 Datd Card B-1 Date Card B-1 .l V OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 46. Ong. Joist-Rftr. ties -Purl in -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 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection i 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 J Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / i ga. Cu or AI -Oven Circ. / / ga. Cu or At. Insulated Neutral ❑ Yes ❑ No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor ❑ Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34. A.C. Ducts Insulation &Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sits, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card 8-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made i }'COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way; Chico — Phone: 891-2751 7 ,County Center drive, Oroville— Phone: 538-7541 V747 Elliott Road, Paradise — Phone: 872-6307 • " CORR�ECT;ION NOTICE '0 PERMIT O. A !routine iins,pection indicates that the following violations of County Ordinance ,exist ;at She a'bove address and should be corrected. Please notify this office when conrecition of work is completed. If you have any question pertaining to this matter, (or ineed •additional explanation, please contact this officLimmediately. l i�cf. N�t�) 7- Date- (Date- �' Inspector _ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT neph S - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 -1a (916)538-7541�, EMIT NO APPLICATION AND PE - I �-�'�� ASSESSOR PARCEL NUMBER 027-040-088 ZONING ARMH-5 BUILDING PERMIT OWNER Donald Dirks TELEPHONE 534-1672 S0, FT, OCC. BUILDING VALUATIO OWNER'S MAILING ADDRESS 16-000.00 1 CONTRACTOR'S NAME TELEPHONE Unknown CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ 16,000.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 171.00 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 191.00 122 Country Oaks Dr . , Oroville PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL SPECIFY Gas piping system 1 5 outlets 1 15.00 15.0( Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Installation ❑ Other Q[ Describe Work: TO Complete Work Started Under PERMIT FEE S5 OO Contractor ELECTRICAL PERMIT Filing Fee 20.00 B.P. #2721-90 OR LESS Main Service ( 'OV200A OR LESS ) 23.00 Main Service ( 200ATO1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. I & ACC. BLDS. ) Sp - 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) I am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full force and effect. (cense No. Classification as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O lam exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH TS ) @7.50 I POWER APPARAPARA TUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL.SO Ex. Occup.FIXED APPLNS. OR (OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Xertificate of Consent to Self -insure. all not employ any person in any manner so as to become subject to the Worker's mpensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 43.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 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 Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and ex enses whi h ay in any way accrue against said Coun In onsequen e o t ntin of th p mit. XDatezhcl Signature of Applicant - Owner O Contr for O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE S 268.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HO Issu This permit is he y issued under the applicable provisions of the Butte burjty Code and/or Reso utions to do work indicated lallblve.Or which fees have/e n paid. E O UB C ORKS BY - 9—' PERMIT EXPIRES ON j / /Date! ReceiptDate IJ -49580 WHITE-O.D.S.-B.D. S.-B.D. CANARY•ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,quite �'ouniy 1. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - ,OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 . DONALD DIRKS JULY 27, 1994 122 COUNTRY OAKS DR. OROVILLE, CA 95966 RE: Building Permit # 93-3078 Expiration Date: 9/15/94 DEAR -MR. DIRKS: A. P. # 027-040-088 With reference to the above subject, our records indicate that your building permit expires on -the above date and your permit falls into the .category marked below: , [X] Permit work started, but not completed. Permit.may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt•attention concerning this matter. Yours very truly, Michlael C.1 Vieira, C.B.O. MCV•ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. v 7 County Center Drive - Oroviller Califor6ta 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 027-040-088 ZONING_ ARMH-5 BUILDING PERMIT OWNER Donald TELEPHONE FT. OCC. BUILDING VALUATION TSQ. 20,000.00 OWNER'S MAILING ADDRESS 122 County Oaks r. Oroville 95966 CONTRAC TOTS NAM UnkIlown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 2 co LENDER'S McAILING ADDRESS Piling Fee $ 15,00 Permit Fee $172.90 ARCHITECT OR ENGINEER Nain e- LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 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 1 7.00 7 , 00 USE OF STRUCTURE SF 0 Duplex❑ Mobilehome❑ Other X991 SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other Describe work: To Complete Work Started JJnder _ B.P. #2721-90 Permit Fee $ 22.00 Contractor ELECTRICAL PERMIT Filing Fee 1 15.00 Main service 200AORLESS 18.50 Main service 206ATO1000A,, CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): F1NON-RESIO 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) 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 _37.50 NEW CONST. DWELLING OR ACDNS. ACC. BLDGS. OCCUP.813.6Qsq.ft. - NEW CONSTRMULTI-OUTLET BRANCH CIRCITS �.5.00 (POWER APPARATUS e' SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20 @FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. INirin g -15.001 15.00 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 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 $ LContractor 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 agai aid Count i � q n e of t €)gra Ing of this permi . X Date Signature of Applicant — Owner � Cant ctor ❑ Agent 1:1 An OSHA permit is required for excavations over S'0" deep and demolition or construct- ion of structures over 3 stories in height.�/6,IE:C,71�WOF Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 239.50 HAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indica ov which fees PUBLIC By�11i PERMIT EXPIRES Date r applicable provi- resolutions to do have been paid. WORKS Date Receipt NO. 110297 WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT IOWNER COUNT -,.. ... , ."�'�„'"'i�.'T•r^�w.yr_r�,..�c""i''!')`'y�„„`•».r.,r,,,.�1t°i7i:''�a"771'+;Ir'}."�.yi.G:1'v.S/YRr�}i1i""'t+.l.,'•t'ry„�+rcrr"�1e 't. Y OF BUTTE -.DEPARTMENT,. F'.PUBLIC,WORKS - BUILb,ING`DIVISION .rte 7 COUNTY• GENTER DRIVE - OROYs[L�°'C%�LIFORNIA 95965 -TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA'SHEET r Y, Permit No. co t e�� x7721 � v Proposed Building Use I A. P o. )Iding Inspector Date At time o�peapplication, 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 .. —}-1—� 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 ................................... `........ 13. School District fees paid ............. . 14. Sanitation approval from . Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of."— (see f. ---�.. (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ... 18. Improvements may be required. Contact Land Development Section DPW f 19. Driveway permit (construction approval required, prior to occupancy) 20. Pre -Inspection for N required'.. , Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style,'GI-69sification) ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ,❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at —office.Deliver w/inspector. �-Other_ �, r/.. Alica t�y�� err Oa -e 3 7 . 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 issuai ce: (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 —mal l—counter by date Plans checked by Date Plans approved by Date r rSets of plans on hold in File cabinet AP folder_.--'`"���~ Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Caldfornla 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER _ - dy a 20 I G W dws BUILDING PERMIT ow n y�; �)! (I�J9 I`S TELEPMO E 9L SQ. FT. OCC. BUILDING VALUATION OWNER'S MA ING ADDRESS O nff S Inpv, G 9 .CO RACTOR'SNAM TELEPHONE - ��- l�nown CONTRACTOR'S M IL ING ADDRESS Fireplace CON,STjRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARG TEC//T�� OR ENGINEER - LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ AORCHITECT OR ENGINEER'S MAILIN •ADDRESS _ Penalty $ BUILDING DDRES�i /�''� J 1..C��tb1 T Oaks �, to -J � Permit fee $ ,S PLUMBING PERMIT Filing Fee 15.00 rte- Each Trap I 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 7.00 0 USE OF STRUCTURE 1 SF ❑ Duplex❑ Mobilehome❑ Other r SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition RemodeIF1 Utilities ❑ Installapiol❑ 0 her Describe work: C- Io N 11,60 e")W� l\ 1 S� fe it -66-- Permit Fee $ Q0 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 and Professions Code and my license is in full force and effect. License No. Classification ❑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 1, as the owner, am exclusively contracting with licensed cont ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason Main service 200A TO 1000A) 37.50 NEW CONST. OR ADDNS. I ACC. BLOGS. DWELLING OCCUP.N) 3.64sq.tt. NEW. CONSTR ULTI.OUTLET NONRESID BRANCH CIRC ITS @ 5 00 POWER APPARATUS e SINGLE OUTLET CIR. EX. OCCUp� OUTLETS OR FIXTURES 20 rJ4 Ex. Occup. OUTLETS ED AP(RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00ract- Misc. Wiring 15.00 S; � Permit Fee $ Ja 670 — 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 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 Si nature of Applicant – Owner 9 Pp ❑ 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 $ n HAz 1 0FEES I IMP I FLOOD CDF I PARCEL PD HD ISSUE This permit is hereby issued under the Bions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT Receipt No. a WHITE-O.►.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT 2� "`� `� g� j8� �� �� —�-�2� �- Z� �. �. � .� �� � c� �� � �-,.SLC S' �� -- � .� �.. - I % Z/L i' f f RESIDENTIAL 27-04 Port) 2571-90P,E DIRKS, Donald _ wry Oaks Dr, Oroville b (utilities/travel trailer) 1 7 S 4 r _ 1 e J=OK O = Not OK -=Not Applicable MOBILE HOMES, Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s ' 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete MISCELLANEOUS vdm UGGR.1, UUVGRS, UARPURTS, 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-Coonectors 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 -Pane lboards-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 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'L"ft. / P'Nat. or/ /"L"ft./ P'LPG 7. Utility Clearance nA C.� g Date Gj Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _ MOBILE HOME INSTALLATION (Plans) OK except #'s J, -Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Une 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 Water and Sewer Connected -C/O to Grade -HO Approval _11 -15 -as -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 vdm UGGR.1, UUVGRS, UARPURTS, 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-Coonectors 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 -Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'J OK O=Not OK = Not Applicable = Not Ready RESIDENTIAL'(; Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 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. 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 Fan; 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 up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / trcu or AI-A.C. Wire Size / / ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At. 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 #'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 #'s 39. Sits. Prcper 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 (NOTE: An entry must be mad Nagle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pullin -roof Brac-Truss-Shthng.-Ring. 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-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 77. Insulation -Foam -Looked in Attic ❑ 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. 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: 3 each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center'tDrive - OroviI4,;call;.vrnia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT f ASSESSOR PARCEL NUMBER g�__ ZONING BUILDING PERMIT O WNE , TELEPHONE 914-1672 S0. FT. OCC. BUILDING VALUATI N M I ADDRESS 122 Country OAks Drive, Oroville 95966 "eyC TO R'S NAME . TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ R'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 7 C X00 1J Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Country122 ak Permit fee $ 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®X Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home KS)J ISt0.00e 20.00 TYPE OF WORK New❑ Addition[] Remodel❑ Utilities Installation❑ Other ❑ Djescribe work: travel trailer (temp during Const _ Permit Fee $ 30.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ;000V OR 0 AMP ORLESS10.00 10,00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): + ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Ed 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 1, 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.� OR ACDNS. ACC. BLDGS. , qft 2/x¢sea NEW CONSTR ULTI.OUT LET NOBRANCH CI"C" C ITS 2.50 ea POWER APPARATUS & SINGLE OUTLET CIR. p OUTLETS OR FIXTURES Ex. Occup( 20e50a aAL030 FIXED APLNS Ex. Occup. OUTLETS PIRESID.IREA.) 2.00 Temporary service 10.00 Home Facilities 15.00 15.00 Misc. Wiring 9 15.00 Permit Fee $ 35.00 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 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 FiIingFee 10.00 Heating Cooling g Hood 3.00 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 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 ex nses which may in any way accrue ag aid Cou ty in se4qe of,,t gr ing of this permL X Date Signature of Applicant — OwCo ctor ❑ . Agent ❑ An OSHA permit is required for excavation over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE CJ TOTAL FE190.00 cuA PARK s F PA PD H I Th's permit is nereby issued under sions of the Butte County Code and/or work indicated above, for which fees DIRECTO"F. PUBLIC By PE T EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 70421 WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ... � - .... ,� ., .T �., .. -n.r f i -irl -- -... v`i�'��'�q �.. v'^•N/S'9Y�Y7ry"'P'S•+ "n'+.��s� + '�T COUNTY OF BUTTIEDEPARTMEL�T 4UPUBLIC WORKS - BUILDING DIVISION , " 7 COUNTY CENTER DRIVE - OROVTLE, CA-LIFORNIA 95965 - TELEPHONE: 916/538-7541 1 t � PERMIT APPLICATIONT"ATA'`SHEETwPM���~��_ —. a C ! �1W� Permit No. 41 OWNER l A. P. No. Proposed Building Use-- U T, /- 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 . ........................ ......... Plot plans indu lic riplicate, signed by preparer of plans ........ r. 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...........I............................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ... I........... 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 .............................. ..................... '.13 { Sc of District fees paid IN 4 Sanitation approval from rQyi1/e' 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 Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27 When you issue the permit, propes_s as follows: Maie(019 er. �/ Mail to contractor. Telephoned and hold for pickup at office. Deliver w/inspector. Other I c r 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 1. Index permit for above items No.€ 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone---jnall—counter by ..date. Contractor, designer, owner, was advised of above required data by—phone—mall—cby date. Plans checked by Date Plus approved by Date 1 Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildina Department FROM: Environmental Heal;h p., SUBJECT: Sanitation Clearance oU Owner AyAtion Plan Approved for: Sewaqe Disposal Water Supply Hold'final for: Water Supply Final clearance O.R. for: Water Supply Clearance for ome . Other COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville; CaI flornia 95965 - Telephone: 916/538-7541 t. AeP'LICATION AND PERMIT PERMIT NO. is as rnM�tL NUMBtR Cr� vea _0 OW R . ZiONING BUILDING PERMIT " TELEPHON€ S0. FT. OCC. BUILDING VALUATION O MAI N ADDRESS a C TRACTOR'S^NAME 7 TELEPHONE CONTRACTOR'S MAILING ADDRESS CONST CTION LENDER UNKNOWN ./,/l//llK 11 Fireplace Total Valuation $ LENDER'S MAILING ADDRESS ARC I ECT O/R� ENGINEER LICENSE NO. © C- Filing Fee $— Permit Fee Plan Checking Fee $ )) r� $ /S. d ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS Energy Plan Checking Fee $ Penalty Permit fee $ PLUMBING PERMIT Filing Fee 10.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each Trap 2.00 Solar or heat pump water heater Water piping 20.00 500 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehomex Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S W 0.00e d0 TYPE OF WORK New❑ Addition❑ Remodel[] Utilitiees. Installation❑ Other ❑ Describe work: _CTe / V\ I V, 9Q_,6 Permit Fee $ O Contractor ELECTRICAL PERMIT Filing Fee 10.00 10V OR 00 AMP ORLESS10.00 Main service 1,1 O 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, Of my employees with wages as their sole compen- sation, will do the work,and the structure isnot intended or offered for sale. (Sec. 7044) Ej 1, 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 EA. ADD'L 100 AMP 2,50 NEW CONST. DWELLING OCCUP.& DR ADDNs. ( ACC. BLDGS. 1/20sgft NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS e� SINGLE OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURES ZO@SO¢ eALO 30¢ Ex. OCCu FIXED APPLES. OR p• OUTLETS IRESID.1 EA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 i Permit Fee $ O 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 10.00 Heating Cooling Hood 300 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 County OT 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 dYthe 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 $ Energy Inspection Fee $ E72i TAL FEE $ SCHL FLO PAR PD Ho IssuE Th;s permit is nereby issued under sions of the Butte Ccunty 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. WHITE-O.P.W.. YELLOW-ASSE33OR. PINK -INSPECTOR. GOLDENROD -APPLICANT CL 0 C, Low ee WVA t4 c Q) qko Low tv W N/W'.Jo 11 It AAORICE -rc) 9c 0 Nix ;N z�x," j P0 CP 0 xZi A. u4back 5 eiotic- 'Ou set of plans and specifications MUST fie PrOPertj 11ne4 atid a seftmck n the jo6 of all times and it is unlawfoll �o bf 50ft. from the road iny changes or olternf tons on same wif hou'f Centerline shall be clear cxf Poo.. i permission from the Deparfmonf of Public County of Buff 0. Ort)`Cturft Or equipment axo9pt ffif a 2 ft. —All lvlafe'�idls & Workmanship Shan Be ift, lance wifh Recognized Good Practices and ja6y prescribed for the Specifie'd use in. the 1 Building, Plumbing & Mechanical wid' vk/ t Sr'd I'(-, non�j E6cfrical "do. SUMCOUNN 84UM0 DVMMEW -APP"OVED 01-V 721-,�j IqC).'�' -:7 100 I 'IN ,if Re: 6656 Lower Wyandotte Road, Oroville, APN 027-040-004 Dear Mr. Dirks: Please be advised that the Planning Director has approved your request for temporary use of a mobile home during the construction of your home located at the above referenced address and parcel, on'property zoned ARMH-5, Agricultural - Residential, Mobile Home, 5 acre p), pursuant to Butte County Code Section 24- 53, subject to the following conditions: 1. That the occupant has secured a building permit for a residence. 2. That the occupant has secured a sewerage disposal permit from the Butte County Health Department. 3. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence. 4. That the house must be completed within the one (1) year period and the trailer dwelling must be abandoned. 5. That a mobile home utilities and installation permit be obtained from the Butte County Department of Public Works. Should you have any questions regarding this matter, do not hesitate to contact this office between the hours of 10:00 a.m. and 3:00 p.m., any weekday. Sincerely, B.A. Kircher Director of Planning udy . Kramer Planning Technician BAK:JAK:rdm cc: Count 'Su -- LAND OF NATURAL WEALTH AND BEAUTY PLANNING DEPARTMENT ;:'^ -` =� •=-i ,�:- - •:1 _ 7 COUNTY CENTER DRIVE- OROVILLE, CALIFORNIA 95965-3397 - TELEPHONE: (916) 538-7601 '. July 19, 1990 Donald Dirks, Jr. 6656 Lower Wyandotte Road l9g 0C'Ih�n Oroville, CA 95966 Re: 6656 Lower Wyandotte Road, Oroville, APN 027-040-004 Dear Mr. Dirks: Please be advised that the Planning Director has approved your request for temporary use of a mobile home during the construction of your home located at the above referenced address and parcel, on'property zoned ARMH-5, Agricultural - Residential, Mobile Home, 5 acre p), pursuant to Butte County Code Section 24- 53, subject to the following conditions: 1. That the occupant has secured a building permit for a residence. 2. That the occupant has secured a sewerage disposal permit from the Butte County Health Department. 3. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence. 4. That the house must be completed within the one (1) year period and the trailer dwelling must be abandoned. 5. That a mobile home utilities and installation permit be obtained from the Butte County Department of Public Works. Should you have any questions regarding this matter, do not hesitate to contact this office between the hours of 10:00 a.m. and 3:00 p.m., any weekday. Sincerely, B.A. Kircher Director of Planning udy . Kramer Planning Technician BAK:JAK:rdm cc: k.� btA OAAC�L— ,,...RESIDENTIAL 27'04-04(port) 402-90B,P,E,M DIRKS, Donald Oroville ,(new sf) -7 90 OFFICE COPY Address t GASD ate Meter By . !� ELECTRIC Date Met OFFICE copy Address GAS Date ---- Meter BY—Z� ELECTRIC pate. Meter JOB FINALE Signature -1 OK O=Not OK Not Applicable Not Ready MOBILE HOMES' = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. /. /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance i 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 F 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 i W T MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK excel"'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.-Coonectors Shthg.-Rig.-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 -Mash 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 J=OK O = Not OK - = Not Applicable =Not Ready . RESIDENTIAL (c ' . Date UNDERFLOOR (P s) OK except #'s 1. Zoning etbac Eas o ents-Flood-Slope 2. Ftg., M t of . Grnd.-/ /" Fig. Depth 3. Ftg. Ga i -Steel-Elec. Grnd.-/ /" Ftg. Depth T6KIP&Yhes & Decks; Soils -Steel-/ /Ftg. Depth 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. Gas Pipe; Size -Anchors 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. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date G%rd B-1 Date PLUMBING (Permit) OK except #'s W. er Htr.; Vent -Access -Combustion Air -Baffle 1 ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test -Fittings & Anchor -Nail Protection 1 Shower Pan; Test, First Floor -Tub Access T t Tub & Shower, Second Floor -Tub Access Gas Pipe; Size & Anchors Date - Card B-1 Date Card B-1 Date4, S4,1 Card B-1 Date Card B-1 Date E E RICAL Permit OK except #'s ure & Transformer Clearance -Ins. Protection 3. Elec. Receptacles Spacing -Lights & Switches at Doors 2 . ize,Boxes & No. of Conductors -Stapled omex Installed Close to Edge of Studs & C.J. 2 quip. Ground made up w/Mech. Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size/GFI ubfeed Wire Size P��ga. Cu or/11C.C. Wire Size / / ga. Cu or At / 2Q-11ange Circ. / / ga. ©u or AI -Oven Circ. /f / ga. Cu o I. Insulated Neutral ❑ Yes ❑ No w -'service -Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light ZT Smoke Detector Date;, Card B-1 Date Card B-1 Dahr Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 A.C. Ducts Insulation & Support e an; Exhaust above insulation Co densate Drain & Overflow; Size & Grade u ance-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39:--Sils, Proper Material & Anchors Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 4+I'. -Bearing Walls over Girders & Floor Nailing -42-'Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing jingle & Duplex) Date " FRAMING (Continued) 45 Hangers -Post Caps -Anchors -Connectors 48'C -Ing. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthng.-Rfng. 4,-F4fep4ac ies or Type A Flue -Fireplace Throat clearance ttic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 49�B_drm. Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing .54-'15rqperty Line Firewall & Openings xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits X53-Sfairs; Width -Headroom -Rise -Run -Landing -Fire Protection §.4,flywood on Roof Overhang -Attic Vents -Rafter Outriggers g Veneer tucco Mesh -Drip Screed -Fd. Vents- Underfir. Access 57. glazing Area -Glass Protection -Skylights -Plastic. Sh_q Galls; Nailing -Bolts nsulation-Walls-Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date / 5/Card B-1 Date Card B-1 Date - Date FI ns) OK except #'s 1. Ex eps-Door & Sidelight Protection -Landings mo ,Ke Detector urnace; Vents -Clearance -Comb. Air -Connector - In Garaae: Above Floor-Ducts-Mech. Protection .F. ath Fixtures & Tub Access -Spa Elec. 16ffr& Subpanel; Breaker Sizes & Labels 6 ireplac or Stove; Clearances -Hearth 6 ec-outlets at Wood Panel; Int. & Ext. 7.0 Kit.Fix ppliance; Grnd.-Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter 72,,15a-raae Fire Door: Swina-Landina-Closer C. Duct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection IbyElec. & Mech. Equip. Listed for Location 7 . lec. ptacles in Garage; (G.F.I.)-Romex Protection nsulation-Foam-Looked in Attic ❑ Yes uard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Cle a Looked under Floor ❑ Yes ollowing instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Plan!ys, ❑ Yes ❑ No tuc "Town -Finish A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fi rep lace. -Clearance to Ope ings ater ell; Disconnect, Electrical, Plumbing 85 terior Elec. Trim; G.F.I. Receptacle -Underground entil tion Throughout House 8 ass Protection 88. Corsectiorfs from Previous Inspections Gas -Electric qp!Wr & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Card B-1 Ud v Date Card B-1 Date t I Card B"! Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) i� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Drovi Ile — 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 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. 0Ls /,,,vJ� hc;SL� N V'jC (26s /-i Ti-� L -/LR- l O&-ze_ Cm Ve /A Date 5 ^ C i Inspector r 1, 1 Owner Permit No. // ENERGY CERTIFICATION LOCATION A. P. NO. •DESCRIPTION OF INSULATION ROOF MATERIAL BRAND NAME THICKNESS_ THERMAL RES. . / EXTERIOR WALL MATERIAL. FIB•RGLASS: THICKNESS, c." BRAND NAME CERTAINTEED THERMAL RES. —/ CEILING BATT OR BLANKET TYPE BRAN D. NAME CERTAINTEED THICKNESS 1&11 THERMAL RES. — p LOOSE FILLTYPE. INSUL-SAFE IIIBRAND NAME CE5MNTEE.D ..THICKNESS S 1 THERMAL RES. IC. - FLOOR, ELEVATED MATERIAL FI E G ASS BRAND NAME. ERTAINTEED THICKNESS THERMAL RES. — ! FLOOR, SLAB MATERIAL BRAND NAME' THICKNESS_ 211 THERMAL. RES.. / WIDTH FOUNDATION WALL MATERIAL BRAND NAME THICKNESS *'�� THERMAL RES. I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. SHASTA. INSULATION INC.. #530235 -vF-IRM N.AMF/OWNt�A STATE CONTR. LICENSE NO. I hereby certify the -above insulation and all required items as shown on the Building Depart. approved plans and attachments have been installed as required by the.State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by.the S.tate of Calif. . VTDL4 Wy Aur/numrn /ni race nnTAtmN -- -. - [• T. "I n f% ki "l • n. I- 'r n n 1 c 1 i r r \i c r N O. This certificate must be on file final inspection approval and a with the BUILDING DEPARTMENT prior to copy shall be posted within the building. 'y JANUARY 1984. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville.,California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. LIC) 2.-4D ASSESSOR PARCEL NUMBER _ _ - ZONING M BUILDING PERMIT OWNER Donald Dirks TELEPHOWE 534-1672 S0. FT. OCC. BUILDING VALUATION - 3682 - 147,300.00 OWNER'S MAILING ADDRESS 1990 Clinton Ave Oroville 95966 768 M-1 10,752.007 CONTRACTOR'S NAME Owner TELEPHONE 27 solarium 3,906.00 ' 208 1COV 2,080.00 CONTRACTOR'S MAILING ADDRESS Fireplacfl pool rm 8 638.00 �"Z- a CONSTRUCTION LENDER UNKNOWN Total valuation 1 $ 172 676.00 047 Filing Fee l -)-q -76 $ 665x590.00_.._ W LENDER'S MAILING ADDRESS Permit Fe p ,S $ INDI E ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee RN.Y.173i $ �1Q Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS � P.S Lower Wyandotte Permit fee $ � PLUMBING PERMIT FiIingFee 10.00 Each Trap 15 2.00 30.00 Oroville Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 `V Each qas water heater or vent 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W 10-092a TYPE OF WORK New � Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: -3 h -ed -room _ J_ Permit Fee $ 55.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1111 OR LESS 100 AMP OR LESS 10.00 lO.00 Main service EA. ADD'L 100 AMP 2.50 2,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification F-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 Lw -sale. (Sec. 7044) P-1011, 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 O lJ OR ADDNS. ACC. BLDGS-SS4'6 /x¢sgft 133,65 NEW CONSTR.MULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea / POWER APPARATUS & \SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES zlesoe SAL030 FIXED APLNS. Ex. Occup. OUTLETS P(RE SID)KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 • Misc. Wiring 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 Consent to Self -Insure. 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 11.00 7.50 Cooling g 11.00' Hood 1 3.00 1 3.00 Ventilation 2 1 3.001 6.00 Permit Fee $ 48.50 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 li ities, judgments, costs, and expenses which may in any way accrue a ai s 'd Count In co g y � qu a of t gr ting of this permit / X Date 2 18' [ %D Signature of Applicant - Owner �9 Co4tractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep a demolition or c nstruct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ CONST TYPE _30.00 TOTAL FEE $ 7 /5 HAZ CUA PARK SCHL FLD PARA PDj Hoj Iss This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT R OF PUBLIC WORKS y Date PER IT EXPIRES Date Receipt No g ,-� WHITE-D.P.W., YELLOW-ASSESSOR„PINK-IN SPECTOR, GOLDENRo APPLICANT OWNER- COUNJTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONES 916/538-7541 s A PERMIT APPLICATION DATA SHEET A 01' IN Permit No. A. P. No.�7 G7y� V Building Inspector, �- Date Proposed Building Use At time of permit application, I was adv sed 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/tr plicate, 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. 'ment of Intent for Nlon-Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions�> r/s�'. ... �!j ..... 10. Fees of $ d ....................... . 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... School District fees paid .............. Sanitation approval from AJ I fke -- Health Department0;K]1'41 15. City of Chico plumbing permit ..................................... , 16. Plot plan and business license approval from City of � (see City for other requiraments) 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 (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ............. 3, Qwner-Builder Verificaticn (Given to owner o, Mail to owner o) ..... t-4 Recorded copy of Agricultural Acknowledgment Statement .........– etter of signatyyllr, autho izatiorryy........ tf dd/Gts L-4, ar. l�dr 0 i.S i�ee/�... .�.�i ✓ S_Ar�_ J Wn n yo, --issue the permit, process as follows: Ma' to owner. Telephone5f— 16-7 and hold for pickup at • office. Other Mall to contractor. _Deliver w/inspector. Applicant Date �69'o 6a_, Copy of plans sent Health Dept., _Fire Dept., Other The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: Date rmit issuance:,JCircle new item not checked above). Contractor, esigner ner was advised of above required data by phone--nail—counter bPt*date Z—Z� Contractor, designer, owner, was advised of above required data by_phone_mall_pounter by date Plans checked by Date Plans approved by Date U L21 71 2 Sets of plans on hold in1'. File cabinet AP folder Tr Copy—DPW ` TO FROM:. SUBJECT: iu Buildtncai. partment Environmental Health Sanitation'Clearance owner Location Plan Approved for: Sewage Disposal Hold final for: Final clearance O.K. for: 'Clearance for bedroom mobile home Other A Water Supply �e Water Supply Water Supply COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Orovil,le, CA 95965 Phone: 916-538-7541 ' OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has'been applied for in your name and bearing your signature. _ Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property i provement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the follo ing person (firm) to provide the proposed constructio Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Q / Addresys Phone Type of Work .ta.i�r.L Signed: Property Owner Social Security mber Date 2- z I $' 5�0 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831.and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. r� � � � - I I - t-71 y COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 rdow t; em o- ? APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _0(� —c Z KING r BUILDING PERMIT OWNER t 04,,10 res TELEPHONE •IL72 SO. FT. OCC. BUILDING VALUATION 9-33dao, OWNER'S MAILING ADDRESS 76 8 CONTRACTOR'S NAME© TELEPHONE- 2,7'1 - 2— 9 CONTRACTOR'S MAILING ADDRESS Ov CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 61,57SO ARCHITECT OR ENGINEERLICENSE NO. Plan Checking Fee $ 3c� o -� Energy Plan Checking Fee $ s, ego ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS - / 1 GAY W Permit fee $ 0 PLUMBING PERMIT Filing Fee 10.00 Each Trap 1,5 2.00 �3 0- 413 �� .. Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 ri0 Each qas water heater or vent 5.00 �/ USE OF STRUCTURE SF4? /Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 S0(3 Building sewer 5.00 00 Mobile Home S G W 10.00e TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work��k I _ Permit Fee $ 6,00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS t00 AMP OR LESS 10.00 �J• 00 Main service EA. ADD•L 100 AMP 2.50 �y V CONTRACTORS LICENSE LAW I declare under penalty p i y (check one): of perjury ) ❑ 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 Fl 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 0. P. OR ADDNS. ( ACC. BLDGS. c ) 2/z0sgft NEW CONSTR ULTI.OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea - POWER APPARATUS Q (SINGLE OUTLET CIR. ) ' Ex. Occup(OUTLETS OR FIXTURES 20@500 1.20@50t ALO FIXED APLNS. Ex. DCCUp. OUTLETS P(RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ / Contractor 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. MECHANICAL PERMIT Filing Fee 10.00 Heating ig 0I ILQ_ "- d¢k Vol /00, pry 0 7, tr Cooling �U Hood / 3.00 3 WO Ventilation Zjp d� 00 Permit Fee $ 56.60 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 $ Energy Inspection Fee $ 3p, 06 occ CONST TYPE TOTAL FEE $� HA2 I CU PARK SCHL I FLD I PAR PD I HD I ISSUE This permit is hereby issued under sions or 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 �O Receipt No6 6 ( WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT � } w ��Mi. . .•f:, •S -i: , r'+-• Q t _ 3?• { �f.. ; l I a' TY �' t-. ia• .4 � C. ..• y ♦ i e - y � . '�r' t `. � r. a,tt rt ar„�tt v i `.t kyr f., a •1,1 �L . 1. ' �''' � .:! - , - � ' •a� . �- - • t y,•} t••iW wY �/'{ y "� � � ' � t � t ,. . � 1 , ; r ;-L' ��- L t•1 <r \t!. 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PROVIDE INFO R,�,LATI0N A,ND/OR `LAKE REVISIONS AS FOLLOWS: �NC1f%T� As indicated in previous plan checl.K request, the proposed building is of unusual shape and' size, and does not comply with Uniform Building Code Section 2517. Provide complete lateral design per Uniform Building Code Chapter 23 that results in a system which provides a complete load path capable of transferring all loads and forces from their point of origin to their load -resisting elements. Design is to include all re- quired connections and appropriate construction details. Provide coordination between plans, calculations, and specifications. All requirements of engineering calculations are to be clearly shown on the plans and coordinated with the specifications. I�r Do�t� 2 Provide complete engineering design and construction plans/details for swimming pool. .�� Some floor trusses do not fit the floor framing plan. Revise as required Coordinate block wall detail with engineering detail by FLT. I,UC f 5�6�j All trusses submitted were not done by Longfellow Lumber. Remove note on sheet 7 of plans. Provide details referenced on sheet 6 as A/6, B/6. Revise live load for glulam beam l design over pooroom per Uniform Build- ing Code Section 2305. Clarify use of V8 combination glulams for simple beams. ; Provide complete engineering and construction of hip/valley conditions where roof ridge changes alignment over family room. �(�.6►M X&TE 10. Engineered plans are to have complete specifications of all construction ��I�61212EF•T materials. J,_ 11 Provide engineering for masonry retaining -foundation walls of variable height to suit site conditions. XRemove water heater from bathroom per Uniform Plumbing Code Section 1309. (ECECTIZlC Retur.4 to DPW - V, AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT i.9 O " 0 6 2-8.2 `FOR RESIDENTIAL DEVELOPMENT PARTY �% Ns Section 26-8.1 of the Butte County. Code requires this acknowledgement be recorded T _ prior to issuance of a building permit. ,---- All that real property situate in the County of Butte, State of California, described as follows: State of Calif. ) ., County= of Butte ) PROPERTY OWNERS: On this the 14th day of February , 1990 before me, SS. the undersigned Notary Public, personally appeared Angelina and Donald D. Dirks Jr ® Personally known to me., E] Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) are subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN W1 NES,._. WHEREOF, I hereunto set my hand and official seal. L Do" AL LOW NO?AW PiRm - CFORNiA Present A.P. No. Vim COMM Comm, Expires July 32. M Notary Public The property described herein is adjacent 90-046282 ; Rec Fee 7.00 to land or included within an area zoned ; Check 7.00 for agricultural purposes, and residents Recorded of this property may be subject to incon- } Official Records ; veniences or discomfort arising from the I, County of use of agricultural chemicals, including, j Butte but not limited to herbicides, pesticides, I Candace J. Grubbs and fertilizers; and from the pursuit Recorder ' of agricultural operations including, 12:16pm 15 -Feb -90 ; BG., 2 but not limited to cultivation, plowing, ` ----- - spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: State of Calif. ) ., County= of Butte ) PROPERTY OWNERS: On this the 14th day of February , 1990 before me, SS. the undersigned Notary Public, personally appeared Angelina and Donald D. Dirks Jr ® Personally known to me., E] Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) are subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN W1 NES,._. WHEREOF, I hereunto set my hand and official seal. L Do" AL LOW NO?AW PiRm - CFORNiA Present A.P. No. Vim COMM Comm, Expires July 32. M Notary Public p_..0 9;4 - All that certain real property situate. in the County of Butte, State of California, described as follows: PARCEL 1: A portion of Lot 1 in Section 3, Township 1B North, Range 4 East, M. D. B. &.M., more particularly described .as follows: COMMENCING at the Southeast corner of said Lot 1; thence North on the East line of said Section 3 .to the Northeast corner of said Lot 1; thence West along the North line of - said Section 3 to the Northwest corner of said Lot 1; thence in a Southeasterly direction by.a.straight line to the Southeast corner of said Lot 1 to- the point of beginning. PARCEL 2: ' Right of way for road and public utility purposes over a 60 foot strip of land the centerline of which is the centerline of an existing road over that portion of the East half- of the Southeast quarter lying Southerly of the Lower 7yandotte County Road, as the same existed on March 1, 1961, in Section 34, Tonwship 19 North, Range 4 East, M. D. B. & M. EN® OF DOCUMENT A f///� /; //fes � /�////Jj('///��J // y ��✓/,� �!_)i �{(////J��"/J_/✓/J / �.J ��/'Y. ... a^� � � �/lJV'V'V ���.%�''%fly"f_A%'�t%�".. ���✓�r"`t�,,,,y�`�t Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT -� FOR RESIDENTIAF, DEVELOPMENT ' Section 26-8.1 of the Butte County Code MAY. 4 requires this acknowledgement be recorded t990. prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned .for agricultural purposes, and residents q0-019464 of this property may be subject to incon- veniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural.puirpo:3es, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCEL 1: A portion of Lot 1 in Section 3, Township 18 North, Range 4 East, M. D. B. & M., more particularly described as follows! COMMENCING at the Southeast corner of said Lot 1; thence North on the East line of said Section 3 to the Northeast corner of said Lot 1; thence West along the North line of said Section 3 to the Northwest corner of said Lot 1; thence in a Southeasterly direction by a straight line to the Southeast corner of said Lot 1 to the point of beginning. Date: State of Cal it . ) SS. County of Butte ) On this the _ the undersigned PROPERTY OWNERS: 11 11 day of May , J.77 , before me, Notary Public, personally appeared Donald D Dirks, Jr Alison J Dirk. T)n 1 A n Di,_kA and Angelina L. Dirks OFFICIAL SEAL ® Personally known to me. ❑ Proved to me on the basis Danielle M.le(lert of satisfactory Evidence. NOTARY PUBLIC -CIWF0 to be the person(s) whose name(s) are BUTTE COUNTY subscribed to the within instrument and acknowledged that they G5j Comm. E::Fires July 31,1492 __._. RN] IN WITNESS executed the same for the purposes therein contained. WHEREOF, I hereunto set my hand and official seal. ch 64U C_ Present A.P. No. C}a'� %- 0 Notary Public Donald Dirks 122 Country Oaks -Dr-. Oroville, CA 95966 Dear Mr. Dirks: CuUN'(Y CENTER DRIVE - OROVILLE. CALIFORNIA 9'.;965.339 / TELEPHONL: 1916) 536-7541 FAX: (916) 53,9-2i4O March 16, 1993 RE: Building Permit #92-1001 Expiration Date4/6/93 A.P. # 027-040-088 (to Comple= pool) With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: Permit work started, but not completed. Permit may be renewed for z the original building permit fee (plus a $15.00 filing fee). The renewal permit will extend the building permit for an additional year -from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to.this office together with the fee shown.. Please return all copies of the application form. No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Oroville _ office. Thank you for your prompt attention concerning this matter. JFG:hla cc: Building Inspector Attachments: [Renewal Application Owner -Builder Information` U Owner -Builder Verification Rd/ Yours very -truly, J.F. Glander Manager, Building Inspection .V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County CenterlDrive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT CJ7-/ M - 1 ASSESSOR PARCEL NUMBER 27-04-04 ort ZONING ` ARM H BUILDING PERMIT OWNER MUG DTRKS TELEPHONE 934-1672 SQ. FT. OCC. BUILDING V LUATION OWNER'S MAILING ADDRESS 1505 Pomona ye, Orovillp_ CONTRACTOR'S NAME owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $158.50 ARCHITECT OR ENGINEER LICENSE NO.Plan Checking Fee $ 79-99 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6 w Permit fee $ 247-79 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other�wi�gnl SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 1 110.00e TYPE OF WORK New El Addition❑ Remodel❑ Utilities❑ Instal lation❑ Other El Describe work: gunite peel het•1se) Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury Icheck one): F1 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 OCCUP.& OR ADDNS. ACC. BLDGS. 2/z¢sgft NEW CONSTR.MULTI-OUTLET NON•RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) OUTLET CIR. Ex. Occu po UTLETS OR FIXTURES\\ 20me0C eAL030 FIXED AP❑ Ex. Occup. OUTLETS PIRESID,IREA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 9 pool elec 15.00 15.0 Permit Fee $ 25/00 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 of Consent to Self -Insure. fi71 I shall not employ any person in any manner so as to become subject J� 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 10.00 Heating Cooling g Hood 3.00 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 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 ts, costs, and e all liabilities, judgments, which may in any way accrue again id Count in,c se ce of he gr ting of this permi 3 ��© Signature of Applicant — OwnerF Ca actor ElAgent❑ An OSHA permit is required for exc``avations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE 28 ' 75 AL TOTAL FEE $ HAZ CUA PARK FL P P ISS This permit is hereby issued under sions of the Butte County Code and/or work indicate above for which fees IRECT PUBLIC By PER IT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Dat /� Receipt No. 70543 ' WNITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS �J 7 County Center Qrive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT;:_ PERMIT ERMIIT NCCO. ASSESSOR PARCEL NUMB R l Z_7_04_ L -L II ZONING BUILDING PERMIT OWNER Qa (Y�o TELEPHONE 534-167z SO. FT. OCC.1 BUILDING VALUATION 45 e a OWNER'S MAIL G ADDRESSIs 15D!5 � , CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace - CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 68 � ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS w Permit fee $ 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 5.6-D Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other S40//Vi'!h'1//VlA Q6e SPECIE—' Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ . Utilities ❑ Installati�on❑ Other ❑ Describe work: %/Gf/J/GCL GIOGC.'�2— �f (/amu.` 9�z-9G Permit Fee $ js Contractor ELECTRICAL PERMIT Filing Fee 10.00. Main service 100V 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): F1 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 ❑ 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.p DR ADONS. (ACC. BLDGS. �2¢sgft NEWCONSTR ULT' -OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea / POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup( OR FIXTURES 20930e eALo30e FIXED APLNS Ex. OCCUp. OUTLETS PIRESID IKEA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 66 Permit Fee $ 2 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 10.00 Heating Cooling Hood 3.00 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 accrueI'D against said County in consequence of the granting of this permit. Signature of Applicant — Owner❑ Contractor,❑..Agent ❑. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- f 4uctures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONSTTYPE ALFEE ,- TOTAL $Z8?r7 HA2 CUA PARK SCT LD PAR Ho ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date rReceistrNo.130642) C-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT P�3�" ^ '`�"�`C•dy7'�"'•''�^ '"'I�1 �Y," �"�'t"��.i���:"� ti i`�» �,� -�= •^�`` .�gMKn f'�: �4"'tr ��;,}„ '�r r • � h h..;�, , y r.. ., s,�,.ry c _ COUNTY OF BUTTE - DEPARTMENT.OF PUBLIC WORKS - BUILDING DIVISION' 7 COUWY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. YY11 nn OWNER A. P..No. 27-6 cf -04- Proposed Building Use sW('%'N Ped wli,1 h/U4C 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 fL �. 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 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 L '10. Fees of $ 'Z6), ............................................... 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from 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 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 o) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... ` 25. Letter of signature authorization ................................... 26.- 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. L,-'- Telephone b -31 -)(0 -77 --and hold for pickup at L`�ZQ office. Deliver w. /inspector. Other K 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—I.— 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, tleslgner, owner, was advised of above required data by v phone_ -nail counter by Yrs ..date Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked by Is!lof plans on hold in CoprDPW Date PI/ approved by -99 (A. Date File cabinet '' AP folder S T P.. U C T U R. A L C A L C U L A T I O N S &D"F 0 R APpRov TYPICAL RESIDENTIAL GARAGE FOUNDATIONS BETTER ESUILDERS CONSTRUi=TION 5263 ROYAL OAKS DRIVE ro G v �- L/ . OROVILLE. CA 95966 Sly CALCULATIONS ARE IN COMPLIANCE WITH THE 1-9 r EDITION OF THE UBC SIGNED v DATE / ---------------------=------- --- --- FRANK L. TYUKOS RCE 3434 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 ( 916) 872-0254 SUBJECT: TYPICAL RESIDENTIAL GARAGE FOUNDATIONS BY: FLT . DATE: 5/89 JOB NO.: 9639 PROJECT: BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 13 'DESIGIV_CRITERIAg' GARAGE STUD WALLS & ROOF (FLOOR) ARE SUPPORTED BY CONC. RETAINING - BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED C TOP BY CONCRETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE 14e5 -'OBC / 9q'fE- SUPERIMPOSED LOADS: MIN. .DL = .010 x (3+8) =-.J1 k:/1 MAX. LL ' = -016-x . 17 +.-.010 x (17-3) + .010 x 17 + , 005 x g +.. ,050.x-16'= .92 k/1 LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL - ROOF LL + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + • ADDU WALL DL + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD C APPROX. 3' FROM WALL - 2.0/6^2 = .056 KSF -- 1' SURCH. CALL'S PROVIDED FOR: 6" THIi:K: A. 4'-0" HIGH - SHEETS 2 & 3 B. 6'-0" HIGH - SHEETS 4 & 5 C. 8'-0" HIGH - SHEETS 6 & 7 8" THICK: D. 8'-0" HIGH - SHEETS 8 & 9 E. 10'-0" HIGH - SHEETS 10 & 11 CONSTRUCTION DETAILS - SHEETS 12 & 13 MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f'c = 2000 PSI C 28 DAYS, REINFORCING - ASTM A615, GRADE 40, WELDED WIFE MESH - ASTM A185, GX6 - W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE - 200 PSF PROJECT BETTER BUILDERS CONSTRUCTION JOB NO. 9639 DATE s 10/1989 CALCYS BY : FLT ,SUBJECT:. CONCRETE RETAINING — BEARING WALL ----- WALL . DES I r,N ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE PATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY.LOAD — DEAD LOAD (KIP) 0.11 — LIVE LOAD (KIP) 0.92 OVERALL HEIGHT OF THE WALL — Hw (FEET): 4 OVERALL HEIGHT OF THE SOIL — Hr (FEET): 4.67 THICKNESS OF WALL — T (INCHES): 6 COEFFICIENT — a 1.46 TOTAL EARTH PRESSURE — Fhr (KIP): 0.33 REACTION @ TOP OF WALL — Rt (KIP): 0.13 REACTION @ BOTTOM OF WALL — Rb (KIP): 0.20 HEIGHT OF '0' SHEAR — Ho (FEET): 2.24 MOMENT — Mw ( FT—t; I P) : 0.16 AREA REINF. ( IN•"2) ' d' (IN) SIZE & SPA ( IN) ------------------------------------------------ 0.029 3.75. #4 @ 81.4 MIN. VERTICAL REINF. — .15 % (IN^•'2): 0.108 MIN. HORIZONTAL REINF. — .25 % (IN•"•2): 0.180 DESIGN REINF. — VERTIC:AL: #4 @ 24 — HORIZONTAL: #4 @ 131 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Z OF /3 COMBINED STRESSES @ WALL 1 0.10 < 1.0 0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO.' : 9639 DATE : 10/1989 CALC'S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING - WIDTH (INCHES): 12.17 - DEPTH (INCHES): 6.00 DESIGN FOOTING - WIDTH (INCHES): 12.00 - DEPTH (INCHES): 6.0o TOTAL GRAVITY LOAD - Pv (KIP): 1.52 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - 0 (PSF): 1522 < 1500 SLIDING RESISTANCE - Fr (KIP): 0.31 > 0.20 SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 8.65 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 7.27 DESIGN AREA OF SLAB REINF. ( I N"2 /LF) : 0.029 ALLOW. TENSILE STRESS OF REINF. (F:SI): 24 LENGTH OF DOWELS (INCHES): 8,78 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 3 OF /.3 FLT ENGINEERING PROJECT : BETTER. BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 9639 PARADISE, CA DATE : 10/1989. (.916 ) 872-0254 CALCIS BY : FLT SHEET. g OF /3 SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EDUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (FIP) 0.11 - LIVE LOAD (KIP) 0.92 OVERALL HEIGHT OF THE WALL - Hw (FEET): 6 8 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.67 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.67 REACTION @ TOP OF WALL - Rt (KIP): 0.25 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.42 HEIGHT OF 10' SHEAR - Ho (FEET): 3.39 .MOMENT - Mw (FT -KIP): 0.50 AREA REINF. (IN^2) 'd'(IN) SIZE & ------------------------------------------------ SPA (IN) 0.092 3.75 #4 @ 26.2 MIN. VERTICAL REINF. - .15 % (IN^ -2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.26 < 1.0 ENGINEERINGNGIN PROJECT BETTER BUILDERS CONSTRUCTION 5790 FLT ENGINEERING ROAD JOB N0. 9639' PARADISE, CA DATE 10/1989-, ( 916 ) 87-0254 CALCvS BY FLT SHEET OF /3 FOOTING DESIGN:- -------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW: LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0,35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING = WIDTH (INCHES): 13.77 — DEPTH (INCHES): 6.00 DESIGN FOOTING — WIDTH (INCHES): 16.00 — DEPTH (INCHES'): 12.Oci TOTAL GRAVITY LOAD — Pv (KIP): 1.96 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — 0 (PSF): 1468 < 1500 SLIDING RESISTANCE — Fr (KIP): 0.56 > 0.42 SLAB REINFORCEMENT: -------------------- REINF C TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 6.21 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 14.13 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.0291 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 17.05 PROJECT BETTER BUILDERS CONSTRUCTION JOB NO.- 9639 .,DATE 10/1989 CALL'S BY FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL.CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLAF:f•'.. ROAD PARADISE, CA ('916) 872-0254 SHEET 6 OF A3b ..GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. 0(SI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL .HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): .THICKNESS OF WALL - T (INC:HES): COEFFICIENT TOTAL'tARTH'*PRESSURE - Fhr (KIP):. - ;.REACTION @ .TOP OF -WALL - Rt (KIP) : REACTION @ BOTTOM OF WALL - Rb (fIP): HEIGHT OF 101 SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (.IN^2) 'd'(IN) SIZE & SFA (IN) --------------------------------------------- 0.208 3.75 #4 @ 11.57 MIN. VERTICAL REINF. - .15 % (IN``2): MIN. HORIZONTAL REINF. - .25 % (IN^•2): DESIGN REINF. - VERTICAL: #4 @ 10 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.11 0.92 e C 8.67 6 1.46 1.13 0.41 0.72 4.54 1.14 0.108 0.180 0.57 < 1.0 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fr_: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 200 0.35 O 1500 15.37 13.74 DESIGN FOOTING - WIDTH (INCHES): 20.00 - DEPTH (INCHES): 18.00 TOTAL GRAVITY LOAD - Pv (KIP): 2.51 INCREASE OF ALLOW. SOIL PRESSURE (%): 10.0 ACTUAL SOIL PRESSURE-- 0 (PSF): 1506 < 1650 SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: -------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN'`2/LF): ALLOW. TENSILE STRESS.OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 1.01 ;> 0.72 4 4.84 4 4 23.28 0.029 24 28.09 FLT ENGINEERING 5790 CLARE' ROAD PARADISE, CA ('316) 872-0254 SHEET 7 OF /3 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 9639 DATE : 10/1989 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE..SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): -2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.92 OVERALL HEIGHT OF THE WALL - Hw (FEET): 8 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8.67 THICENESS OF WALL - T (INCHES): 8 COEFFICIENT - A 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 1.13 .REACTION @ TOP OF WALL - Rt (KIP): 0.41 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.72 HEIGHT OF 10' SHEAR - Hu (FEET): 4.54 MOMENT - Mw (FT -KIP): 1.14 AREA REINF. (IN•^2) . 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.137 5.69 #5 @ 27.1 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET OF A MIN. VERTICAL REINF. - .15 % ( IN^•2) : 0.144 MIN. HORIZONTAL REINF. - .25 % (IN•^2): 0.240 DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 16 COMBINED STRESSES @ WALL 0.26 w 1.0 w PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 9639 DATE : 10/1989 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT.— Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 •200 0.35 0 1500 16.97 11.06 DESIGN FOOTING — WIDTH (INCHES): 20.00 — DEPTH (INCHES): 18.00 TOTAL GRAVITY LOAD — Pv (KIP): 2.64 INCREASE OF ALLOW. SOIL PRESSURE ( %) : ick. 0 ACTUAL SOIL PRESSURE — 0 (: F'SF) : 1583 <: 1650 SLIDING• RESISTANCE — Fr (KIP) : 1.05 > 0.72 SLAB :REINFORCEMENT REINF @ TOP OF WALL (BAF.' #): 4 MAX. HORIZONTAL SPAN OF WALL.(FEET): 6.11 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 23.•28 DESIGN AREA OF SLAB REINF. (IN'`2/LF): 0.029 ALLOW. TENSILE STRESS OF P,EINF. (`SI): 24 LENGTH OF DOWELS (INCHES): 26.09 FLT ENGINEERING 5790 CLARK: ROAD PARADISE, CA (916) 872-0254 SHEET 9 OF /3 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 9639 DATE : 10/1989 CALL'S BY,':- FLT SUBJECT: CONCRETE RETAINING — BEARING WALL --------------------------------- WALL DESIGN:. ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL -EQUIVALENT FLUID PRESSURE.(PSF): 30 SURCHARGE (FEET): :2000# WHEEL LOAD i YIELD STRENGTH REINF_..(KSI): 40 ,ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE -(PSI): 2000 GRAVITY LOAD — DEAD LOAD (KIP) 0.11 — LIVE LOAD (KIP) 0.92 OVERALL HEIGHT OF THE WALL — Hw (FEET): 10 OVERALL HEIGHT OF THE SOIL — Hr (FEET): 10.67 THICKNESS OF WALL — T (INCHES): 8 COEFFICIENT, - a 1.46 TOTAL EARTH PRESSURE — Fhr (KIP): 1.71 REACTION @ TOP OF WALL — Rt (FIP): 0.61 REACTION @ BOTTOM OF WALL — Rb (KIP): 1.10 HEIGHT OF 10' SHEAR — Hca (FEET): 5.69 :MOMENT — Mw (FT—KIP): 2.i7 AREA REINF. (IN'^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.260- 5.69 #5 @ 14.3 MIN. VERTICAL REINF. — .15 % ( IN''•' ) : 0.144 MIN. HORIZONTAL REINF. — .25 % (IN -"2): 0. :40 DESIGN REINF. VERTICAL: #5 @ @ 14I — HORIZONTAL: #5 16 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /O OF /3 COMBINED STRESSES @ WALL 1 0.47 < 1.0 5, FLT ENGINEERING PROJECT. BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB .:NO. 9639 FARAD I SE, CA DATE,,;= e 1OL19B9 (916). 87'-0254 CALL' S BY a FLT SHEET // OF /3 FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Ft: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 18.97 — DEPTH (INCHES): 21.47 DESIGN FOOTING — WIDTH (INCHES): 24.00 — DEPTH (INCHES): 24.00 _VA, TOTAL GRAVITY LOAD — Pv (KIP): 3.34 INCREASE OF ALLOW. SOIL PRESSURE c:%); 20.0 ACTUAL SOIL PRESSURE — 0 (PSF): 1671 < 1800 SLIDING RESISTANCE — Fr (KIP): 1.65 > 1.10 'SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.00 DESIGN HORIZONTAL SPAN'(FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 34.71 DESIGN AREA OF SLAB REINF. (IN'`2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (f::SI): 24 LENGTH OF DOWELS (INCHES); 41.89 BY ...�•T OATS O/ SQeJ4 _- ryP/Ci4G �2G`S/DErS/T/.4L /2 :.. M�_.� .... �Ot/.vD.�T/o�cis jog NO. 9 9: BETTER ,BU/GOL�ieS CONST OROY/G L E C or StcE 1=4.4AIJ, - e L so �r6 aC� V ii kvts cz Id It o: o .N e w� �N 0� � �•' .• ��� I I v � p J r ka to I I I L30 'Nw. o h I �, � deo ' � I � • . I I I b. � � d. � J � tea` ` I I 71Ilk -° k V N � o l vo .• � i 1, � � h � • oQ�pFESS/D,y��� L. Ty Q 14. OF cAL�F°/ 2 z 9D F L cT (EMOtJ MENDHe 5790 CLARK RD„ PARADISE, CA, 95969 (916)872-0254 BY %C!'% OATE . ! SUSJ6GT ! //P�C/�L /� FS�:i�/��%�i�G. SHfiET NO. �3 . �F 13 /'DCII./-4147/.1jos No. 963." BETTER �861/GOE.Z'S CONST. OleOV/LG E CA, N VARIES - SEE PCi¢/t,/S SFF NJ M/N. FTG. DEATH - D U� °d�%2�� q °r q q,�`' a� Vu� My V •' j�'I- ,� yeti IL T-4,- Hd -7T -, I�N I I o,Q I TYo • � N��,q � � Ro ik ar- oCl� �Q0 T` N� 1i T. � W •.. sf . D� I L � . Of CAl'•F� IP L7 EMOMEWAH(M 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 A j RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # -4-02--9-o OWNER i RIGS A.P. # 2'••) - rp 4 —0!j: GENERAL t6Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Energy Design and Compliance. Existing violations on property. . Items on data sheet. PLOT PLAN Complete parcel size and dimensions. etbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. FAU & FAS road setback. PT nnp PT AN -- Complete to scale plan witRhidimensions. Required windows for light and ventilation (Sec."•1205-): Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. ` Locations of water heater, heating and cooling equipment, other electrical or fas equipment, and plumbing fixtures.' Garage firewall, door size, and cl"oser.,(Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec: -3304'(e)-).'' 12. Fireplace and wood stove location, alcoves, and clearance. . Smoke detectors (Sec. 1210). STRUCTURAL DETAILS foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). P 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) 4.: Exterior plaster - weep screeds (Sec. 4706). '5,: Proper roof pitch for roof covering (Chapter 32). �6 r Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. 10. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 11 ,Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). 3. Underfloor access and ventilation (Sec. 2516). 14' Combustion air for fuel burning appliances. 1,51. Noise requirements on duplexes. L6' Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size, or split level house requiring lateral design. VFlashin t all exterior openings. ,bc� 1 AA r �,J IJ i 7- i -'11-1 g �dL�� u� �i- i / N C0/,,-pflRA-j-tst G ?La -N. CV" S-ro Pip VwFl�_ - c7a , b o -OJE-� V, -T-0 <<� 0 [ ] Provide compl.ete4lateral design per UBC Chap. 23 that results in a system which provides a complete load path capable of transferring all loads and forces from their point of origin to °A their load -resisting elements. Design is to include all required connections and appropriate construction details. [ ] Provide complete coordination between plans, calculations, and specifications.. All requirements of engineering calculations are to be clearly shown --on the plans and coordinated with the specifications. !'/iY,�//EEV- 70 ,S'T%�-�%� S/ mit/ P�,� 14 [�£OitOp - J r''` L S i 4=*C.oco (Z /u o -l- T= , =�02 ���►�� PLa,� C5 0= �� K�v► s� 7-0 ��- t 5raIV17T� f Z , 96z, -Z) Fra)7" C -6,0e OWC'A�iZ IV 7%lo/-' Cl*&66 CLS . 9 0 ot:" PG-7AI /' .✓ o C ®� �7. ��i2f26 ry o r„ AV(16 60 i �50 tm ORAND AV[MU[ ) 'L iURVLVIMG D DROML[, CA. ftfft :• ►IAMMIMD (9161=300 x SOI. OA&W I -k -i-o FwAILy FLOOiL �gAP�c��of� fi��21x ►Opsr`� = VZv7�r Sr a I •5 X b20 4 _ �Sa ,4 x 8112- = 2480 24130 4 3.7 b \ f6 rL 1�49.5K to 20 VKC 117X 03.9 LJ 4)c s : loz .4 Z -Z/ -9a L4. .. 6 W6 o ��?��(� �. CSD% I � PO0161UT4° 91VOWA) /,v sT�o �v 31- i O6-5 NL,77- CoRJGO)2/V1 To z::)&516 -ti 0 C'����lLftT�a5' To�����fi Ctn&401 /DOt/. / RA, -90D IL G O�c/ 71 WrlY WC 5-6r--,7yO1Vy 30(0 / iD C4! �lV tioT� Til/� F/l C" Tia 57-11r CSW l2I�f -C D In o X1,11, ftT fto - R oo F zo '�� lL�l�2513 �h� �tr�b ce- KA ®`'r7 I � Ccs -7?)ZC— O / PCA11115, 612 62F "DO -T " 5j-tloWA-1 ol,) x'117 :51. i V-- S'iR)Os-e ✓/ AM ColtAle/2 CO AID/TGd,oOv5 . :5-(&--- J FG 1 'a ****** SCM ENERGY ANALYSIS MODEL VERSION 2.OH ****** DATE: 11-30-1989 *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD *** TIME: 13:32:11 ***************************************************** PAGE• 2 SECONDARY DATA ************** PHYSICAL PARAMETERS DOOR AREA (SQ.FT.).......................................... 70 DOOR 'R'—VALUE (EXCLUDING FILM RESISTANCES) 1.5 WALL ABSORPTIVITY ......................................:.... .7 ROOF ABSORPTIVITY ........................................... .7 CEILING HEIGHT (FT.) ........................................ 9.899999 SHADING ******* SHADING COEFFICIENT : NORTH/NORTHEAST ......................... .9 . EAST /SOUTHEAST .9 . SOUTH/SOUTHWEST .9 . WEST /NORTHWEST ....... .... ........ .9. DOES THIS BUILDING HAVE WINDOW OVERHANGS NO DOES THIS BUILDING HAVE WINDOW SIDE—FINS .....................NO MECHANICAL AND ELECTRICAL ************************* RATED HEATING EFFICIENCY ....................... :............ .72 RATED COOLING EER ........................................... 8.2 WATER HEATER TYPE ........................................... ELECTRIC SPECIAL FEATURES **************** DAYLIGHTING STRATEGIES ...................................... NO SOLAR WATER HEATING SYSTEM ........................:......... NO 5;ze�gll(e� 7- iAl 5c-roll"Ic (L Tom° A7t6 s a• ******* SCM ENERGY ANALYSIS MODEL VERSION 2.OH******* DATE: 11-30=1989 *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS *** TIME: 13:32:12 ****************************************************** PAGE: 3 CLIMATE ZONE : 11 BUILDING FILE : C:\SCM\FEATHER\FEATHER BUILDING TYPE : RETAIL BUILDING TITLE : Showroom/Feather River Wood BALANCE -POINT TEMPERATURES AND DEGREE-DAYS INPUT ANNUAL LOADS (MBTU'S) HEATING 5.1 COOLING 41.0 ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE DAY --------------- NIGHT SITE COOLING BPT1 = 46.82 --------------- BPT1 = 68.72 LIGHTING 35.6 BPT2 = 47.90 BPT2 = 75.30 9.0 SITE BPT3 = 47.90 BPT3 = 75.30 SITE HOT WATER HDD = 356.13 HDD = 5640.15 CDD = 5770.82 CDD = 64.91 ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) 364.5 OVERALL HEAT TRANSFER FACTOR 'K' (WINTER). 641.5 OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) 363.2 OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER). 618.3 PEAK COOLING EST. = 65261 BTUH - HVAC COOLING CAPACITY = 47000 BTUH ANNUAL LOADS (MBTU'S) HEATING 5.1 COOLING 41.0 ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING 7,7 SITE COOLING 26,2 SITE LIGHTING 35.6 SITE RECEPTACLE 9.0 SITE FAN 18.6 SITE HOT WATER 2.6 ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING 4,8 SOURCE COOLING 48.5 SOURCE LIGHTING 1 65.9 SOURCE RECEPTACLE 16-.7 SOURCE FAN 34.4 SOURCE HOT WATER 4,9 ANNUAL SOURCE ENERGY USE ESTIMATE IS 177.6KBTU/SQ.FT. ------------------------ ( NOTE: 1 KWH = 10.239 KBTUS OF SOURCE ENERGY ) 17� e_''. 3 0 72 P I-AeY 512 TED 511221 q'D AIZE PEI Ea/c � i ,4(C -5 S�Ii! /10177-&.D OA/ S�Z 2-1f 0) /�TE�C/� Z. T 7-�tE Aecrir�Cy COW G . IF 1,?y5ZV60 729 &416-57-104JS �� �� �r GU�GC �✓�rc ��-t_44111-771- /6 Vel sic 5 2� SZ�6/� I7 ' GALT "�C�Co f 076 : ,� 1� P14W5 SS��• c/f4 s CECO FRAME DESIGN PROGRAM 03/20/90 START.TIME.I4HR 09MIN 19SEC PAGE 17 FRAME NO. 19 BLDG. N0. is JOB 20090 FRAME USED AT THE FOLLOWING 12 0 BLDG. LINES 2-13 FILENAME.: ALIP*I.J20090 REACTIONS FOR LOAD COMBINATIONS V. = VERTICAL (KIPS) =aasasaxasasasaaxaammmaaaacsacm H. = TRANSVERSE HORIZONTAL (KIPS) L. = LONGITUDINAL HORIZONTAL (KIPS) M..=.FIXED.BASE MOMENT (KIP -FT) LOAD COMB. NO. 1 2 3 4 5 6 7 8 ==mass= as===== ms=mas= sass::s mmammss sas=s== LEFT COL. V. 7.73 1.49 1.96 -5.56. -5.25 -3.29 -5.06 -2.79 LEFT COL. H. 3.30 •40 1.08 -3.20 -.20 001 -2.99 .23 LEFT COL. L. .00 .00 .00 .00 1.20 .00 ..00 .00 RIGHT COL. V. 7.72 1.96 1.49 -3.29 -.5.25 -5.56 -2.79 -5.06 RIGHT COL. H. 3.30 1.10 .38 .11 -.20 -3.30 .32 -3.08 RIGHT COL. L. .00 .00 .00 .00 1.20 .00 .00 .00 J S S'06 -a-77010 rO D,CI 7�lGf/Z S. WJE' f��E E�OKGf� Co -OK waC Ao'eqlTlobw ffiN� PlHr�S iND/�E �fID£�v%TE in/ 11� W s�y0/LHJo� 2�31d ?/� ""�,doL>4'p /Y (2 2l6�9 Oyy e d4JJ/ZgX��9/ �a G ri lid dl�lj ,�ls,/ i/ 7/05 9900/Vo XY'W -9-L:5�al,)Iyoo 21Z A2 - /Z d a 2bG 210----�,?J07MA -91Ov Memo to File: ! 27— 04�" 044 Subject: Dirks Residence Engineer of Record: Daniel J. Cook March 30, 1990 Permit App. # HOZ —pa The proposed building was determined to be of unusual shape and size per UBC Sec. 2517, and portions of the building do not comply with UBC Sec. 2517 (g), therefore complete lateral design was required. Engineered plans were required. Lateral design was to comply with UBC Sec. 2303 (a) and relevant parts of Chapter 25. Lateral design was to be complete, correct, and in accordance with acceptable engineering practice. Complete calculations, specifications, and appropriate construction details were required per UBC Sec. 302 (b) and Sec. 302 (d). NO ATTEMPT WAS,MADE TO ACCOMPLISH THE ABOVE REQUIREMENTS. The submitted project manual consisted of copies of the truss calcs, photos of the site, copies of code tables, and an inadequate attempt to do lateral calcs which were completely incorrect. The specifications were incorrect and incomplete. I told the engineer at least four or five times what was required. I gave him a list of required items and I gave him copies of conversations with the owner in which I reiterated the same requirements. On Friday, March j0, I told the owner, the engineer, and the owners attorney the very same thing at the counter. I repeated what was required per code. The engineer said he wanted to get a "foundation only" permit. I said that the design of a building starts at the roof and proceeds to the foundation. The foundation is where all loads are ultimately resisted. Without doing the design I requested, that is without knowing the loads, anchorage, holdowns, etc. there is no way to design a foundation. I STRONGLY OPPOSE ISSUANCE OF A FOUNDATION ONLY PERMIT. On Tuesday, April 3, the engineer called and again indicated that no design calculations had been done, but that he wanted to have a meeting and discuss the possibility of a "foundation only" permit. I reiterated the same exact requirements again. See next page for itemized list of specific code requirements. t Memo to File: ! 27— 04�" 044 Subject: Dirks Residence Engineer of Record: Daniel J. Cook March 30, 1990 Permit App. # HOZ —pa The proposed building was determined to be of unusual shape and size per UBC Sec. 2517, and portions of the building do not comply with UBC Sec. 2517 (g), therefore complete lateral design was required. Engineered plans were required. Lateral design was to comply with UBC Sec. 2303 (a) and relevant parts of Chapter 25. Lateral design was to be complete, correct, and in accordance with acceptable engineering practice. Complete calculations, specifications, and appropriate construction details were required per UBC Sec. 302 (b) and Sec. 302 (d). NO ATTEMPT WAS,MADE TO ACCOMPLISH THE ABOVE REQUIREMENTS. The submitted project manual consisted of copies of the truss calcs, photos of the site, copies of code tables, and an inadequate attempt to do lateral calcs which were completely incorrect. The specifications were incorrect and incomplete. I told the engineer at least four or five times what was required. I gave him a list of required items and I gave him copies of conversations with the owner in which I reiterated the same requirements. On Friday, March j0, I told the owner, the engineer, and the owners attorney the very same thing at the counter. I repeated what was required per code. The engineer said he wanted to get a "foundation only" permit. I said that the design of a building starts at the roof and proceeds to the foundation. The foundation is where all loads are ultimately resisted. Without doing the design I requested, that is without knowing the loads, anchorage, holdowns, etc. there is no way to design a foundation. I STRONGLY OPPOSE ISSUANCE OF A FOUNDATION ONLY PERMIT. On Tuesday, April 3, the engineer called and again indicated that no design calculations had been done, but that he wanted to have a meeting and discuss the possibility of a "foundation only" permit. I reiterated the same exact requirements again. See next page for itemized list of specific code requirements. A . Memo to File: e7-6��4—&7April 3, 1990 a°7 Subject: Dirks Residence Permit App .# Engineer of Record: Dan Cook Specific code requirements: 1. Provide complete and correct engineering calculations and specifications as requested per UBC Sec. 302 (b). ' 2. Engineer indicated design wind speed of 90 mph which is incorrect. Butte County has a designated wind speed of 75 mph. 3. Design is to indicate exposure A or B as required by UBC Sec. , 2311 (c). . 4. Design is to indicate method 1 or 2 as required by UBC Sec. 2311 (e). 5. Design is to include design pressur' e, p, as required per UBC Sec. 2311 (d). 6.�Engineer used 0.3 W for seismic load which is incorrect for type of structure. Revise per UBCSec. 2312 (e). / 7. Engineer is to calculate and design for critical (governing) load, wind or seismic,' in both principal directions for each building portion per UBC Sec. 2303 (f). B. Design is to include diaphragm chords and collectors as requi " d per UBC Sec. 2513 (e). 9. Engineer is to calculate and design connections and anchorages between diaphragms and resisting elements as required per UBC Sec. 2513 (a)., 10. All buildings shall be designed to resist overturning effects caused by lateral forces as required by UBC Sec. 2303 (b) 3. 11. Design is to include all required anchorage of roof to walls, and walls to foundation as required per UBC Sec. 2303 (b) 4. 12. The foundation shall be designed to transmit the design base shear and overturning forces prescribed in UBC Sec. 2312 (e) as required by UBC Sec. 2910 (a) 13. Shear walls are to be connected to foundations per UBC Sec 2910 (c). 14. Roof over pool consists of 2 x 6 decking which is not a listed (quantifiable) diaphragm and therefore must be diagonally sheathed and designed according to UBC Sec. 2513 (b). ^ 2 Dirks Residence, cont. 15. Specifications listed on plan are incomplete and incorrect. ` ^Revise specifications accordingly. 16. FLT Engineering requested to review plans and apply wet signature to their retaining wall design which is incorporated into plans - this was not done. Otheritems of the plan check list have not been reviewed because ' the engineer neglected to address major items of the original plan check request. When the required items are submitted, they will be reviewd for compliance with relevant sections of the UBC. Approval is - contingent upon plans, specifications, and calculations being in . substantial conformance with code provisions. John R. Henry, P.E. ' m / ~ ' - 3 T�' j; ^ PROVIDE INFORMATION AND/OR MAKE REVISIONS AS FOLLOWS: As indicated in previous plan check request, the proposed building is of unusual shape and size, and does not comply with Uniform Building Code Section 2517. Provide complete lateral design per Uniform Building Code Chapter 23 that results in a system which provides a complete load path capable of transferring all loads and forces from their point of .origin to their load -resisting elements. Design is to include all re- quired connections and appropriate construction details. Provide coordination between plans, calculations, and specifications. All requirements of engineering calculations are to be clearly shown on the plans and coordinated with the specifications. I3'�r 90KC 2. Provide complete engineering design and construction plans/details for swimming pool. ` -CK3i Some floor trusses do not fit the floor framing plan. Revise as required 1T� 4. Coordinate block wall detail with engineering detail by FLT. OWL S�6N All trusses submitted were not done by Longfellow Lumber. Remove note on sheet 7 of plans. Provide details referenced on sheet 6 as A/6, B/6. Revise live load for glulam beam design over pool room per Uniform Build- ing Code Section 2305. Clarify use of V8 combination glulams for simple beams. PT POu9-7DO Provide complete engineering and construction of hip/valley conditions where roof ridge changes alignment over family room. 10. C�iEef'C 11 Engineered plans are to have complete specifications of all construction materials. Provide engineering for masonry retaining -foundation walls of variable height to suit site conditions. XRemove water heater from bathroom. per Uniform Plumbing Code Section 1309. (F(6-Crr&C ) - .. �D�� G/r/�tl Z� �. �6a� 3/Z IQ9 k?G=l' IN/P/ D/IZk Co -v/2 Cff6 S'T Vo 14AIY i9' Pk et0W1/TEAe C 3: (Il /0 07 Z SGVlMM/lUG poz) C vr=&lClj &Ur S(A (Y -2m) T77 --"D0 l� tuT" s SC N�,T `SET Cf- 6f 1121f /-s/vC&Ce- T#6 S#4,,,2 rt�G,` , qS la&IOS6�9 IS op Gl"S, IW 2-61 fierxr� Wir/� /P&xsc,eip7i11e AM?5IN2; aF l 01T1y WOO RC�fty% P/�9 L s Or 0Y4,02 7-C,oZ Z,5 M/ ,4 -IV fi I*c- S��c Z-�� 6XIO/A/�16 61Uzi) 74/x'7" LST CdA 1 1 v�e -7 m m �Ta j-'t— A7e I .YCL V.LIiGD . ( ] Since your ..income exceeds the amoi have a share of cost to pay or obl'. share of cost is $ bi of cost was computed as follows: Month 1 Gross Income $ Net nonexempt income $ Maintenance need $ Excess income $ Share of cost $ (] Enclosed is a RECORD OF HEALTH Ck follow the instructions on the i medical. expenses exceed your sha coverage Medi -Cal card will be is completed and approved. MC239Q 9/88 r Coo ASSOCIATES Jim Glander Department of Public Works County of Butte 7 County Center Drive Oroville, Ca. 95965 Re: Doug Dirks' Home Permit No. 402-90 APN 27-04-04 Dear Jim: ENGINEERING CONSULTANTS 2080 PARK AVENUE OROVILLE, CALIFORNIA 96986 PHONE (918) 633-6467 CALIFORNIA P. E. NEVADA P. E. OREGON P. E. April 6, 1990 Enclosed, per my offer of yesterday, are two sheets that are intended to take the need for interpretation, by your Inspector, out of the lateral loading attachment points to the foundation. The first sheet, S-1, is the plan view showing the location of the attachment to the foundation. Sheet S-2 shows the elevations of the shear- walls and the specific loads applied. The loads are noted as and for the standard foundation anchor bolts we have assumed 12' sills for the layout. Note that the maximum load I on the standard anchor bolts occur at the garage wall, as we discussed. The loading is approximately 60% of the Code permitted value. These drawings. should facilitate the onsite inspection by your Staff. The photo that we looked at yesterday, as 'contained in the March 27th submittal, display the form boards with the steel and anchor bolts in place, ready for concrete. The picture was taken March 26,'1990: Your indulgence with the Foundation Permit issuance is appreciated. DJC: nj Enclosure Very truly yours, COOK ASSOCIATES an J. Cook Civil Engineer DR. LLOYD M. COOK ED, D. JOE E. COOK M. E. DAN J. COOK C. E. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 Donald Dirks 1990 Clinton Avenue Oroville, CA 95966 With reference to the above subject: DATE Mrcn 23, 1990 RE: Permit appin #402-90 for new SF A.P. #- 27-04-04 �l Attached is: Application for permit Mobilehome Utilities Installation 'Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER L1 We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW).. sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway &.Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER _MX SEE ATTACHED LIST Should you have any questions concerning the above, please contact TAi_TTT TTTLTnV of this office. Yours very truly, William Cheff Director of Public Works JFG/aj 11J.F. Glander .�� Chief Building Inspector PROVIDE INFORMATION AND/OR MAKE REVISIONS AS FOLLOWS: 1. As indicated in previous plan check request, the proposed building is of unusual shape and size, and does not comply with Uniform Building Code Section 2517. Provide complete lateral design per Uniform Building Code Chapter 23 that results in a system which provides a complete load path capable of transferring all loads and forces from their point of origin to their load -resisting elements. Design is to include all re- quired connections and appropriate construction details. Provide coordination between plans, calculations, and specifications. All requirements of .engineering calculations are to be clearly shown on the plans and coordinated with the specifications. 2. Provide complete engineering design and construction plans/details for .swimming pool. 3. Some floor trusses do not fit the floor framing plan. Revise as required 4. Coordinate block wall detail with engineering detail by FLT. 5.- All trusses submitted were not done by Longfellow Lumber. Remove note on sheet 7 of plans. 6. Provide details referenced on sheet 6 as A/6, B./6. 1\l/ Revise live load for glulam beam design over pool room per Uniform Build- ing Code Section 2305. 8 Clarify use of V8 combination glulams for simple beams. 9. Provide complete engineering and construction of hip/valley conditions where roof ridge changes alignment over family room. 10. Engineered plans are to have complete specifications of all construction materials. 11. Provide engineering for masonry retaining -foundation walls of variable height to suit site conditions. 12. Remove water heater from bathroom per Uniform Plumbing Code Section 1309. Z BLADE & LECLERC ATTORNEYS AT LAW RAOUL J. LECLERC POST OFFICE DRAWER III ROBERT V. BLADE 1660 LINCOLN STREET 1913-1982 OROVILLE, CALIFORNIA 95965 TELEPHONE (916) 533-5661 April 5, 1990 Butte County Pub.lic Works Building Inspection Department 7 County Center Drive Oroville, CA 95965 Re: Douglas D. Dirks A.P. 27-04-04 Gentlemen: Douglas D. Dirks and his wife, Allison, have applied for a building permit to construct a home on the above -referenced parcel. Because of time constraints imposed by the Internal Revenue Service and the time required to obtain approval of the complete building plans, Mr. and Mrs. Dirks have requested that you authorize them to pour the foundation for the house at this time. If such authorization is forthcoming, the following conditions of such authorization are accepted by Mr. and Mrs. Dirks: 1.. Other than pouring the foundation for the planned home, no other work will be performed without further authorization from your department in appropriate form. 2. It is recognized that further calculations on the building plans may require the present foundation to be modified by appropriate Butte County Public Works April 5, 1990 -2- strenghthing and that this risk is acknowledged and will be born solely by Mr. and Mrs. Dirks. Thank you for your assistance herein. The aforesaid is approved by the undersigned. M-',, L1. . o . Cook,,/ Engineer RJL/dlk 1662-61 ())&rU Allison Dirks C❑❑ ASSOCIATES Jim Glander Department of Public Works County of Butte 7 County Center Drive Oroville, Ca. 95965 Re: Doug Dirks' Home Plan Check A.P.N. 27-04-04 Dear Jim: ENGINEERING CONSULTANTS 2060 PARK AVENUE OROVILLE, CALIFORNIA 96968 PHONE 19781 633-8467 CALIFORNIA P. E. NEVADA P. E. OREGON P. E. April 4, 1990 I have in the spirit of cooperation, and to avoid further "55 page confrontations" with John Henry, conducted supplementary lateral load calculations on the subject home. The March 27th submittal was quite conservative, appropriate and reaffirmed by the enclosed Supplemental Analysis. However, based on this reassessment I am now requiring A-35 clips on Truss B at the southerly wall of the garage. I have, after considerable analysis, positively concluded that there is no significant risk or exposure to the County that will or could result from the issuance of the Foundation Permit in accordance with the Plans on file in your office, dated March 27, 1990. I am taking full responsibility for the construction of the foundations and the County is specifically relieved of any obligation or liability per Section 202 (f) "Liability" page 6 of the Uniform Building Code as adopted by Butte County. Please issue the Foundation Permit with this assurance. DJC:nj DR. LLOYD M. COOK ED. D. Very truly yours, COOK--.ASSOC Han J Vook Civil ngineer JOE E. COOK M. E. DAN J. COOK C. E. 41 .�^c ,sem "`• _ �S'✓'�� 4 �� e !A' ` G.S ;5t�V iP�a�.�'a�/ C i1/ GL .� �a - � V � - �V ` ✓ �GC� i 4.1" I-ev Itf Ge Jf� ICS Tzar+ �' do � - - +-•• __-_ - - -^�s.w _—-�•s3.,�r yr-_ - _ __-----�a�rmir�r�- --s��.� . • �- �, ;� ,rte , �1 ,� � � .<S _� _ , t. \. i � % "' r 1 `} � . i + ` i`T" ti ( • f � �, . I i �� 1 ,- �� t . _ _ � � } ' �`� 1i Pregnancy -related services include care c first of the month during which the pregn days after the pregnancy ended. You will receive a restricted -services Med: [j Is not legally present in the United ; from the Immigration and Naturalizatio. [] Lacks documentary proof from the Immi satisfactory immigration status for Me [1 Has been admitted to the United State of time. F1 Has been legalized in accordance wi Immigration and Nationality Act and blind or disabled. F-1 Applied for full benefits but has bee services restricted to emergency med benefits are denied; restricted servic This action is required by Section 14007 and California Code of Regulations, Title CROSS REFERENCE NARRATIVE DIRKS' HOME - PLAN CHECK FILE A.P.N: 27-04-04 PERMIT APPLICATION NUMBER 402-90 "A" LIST REFERENCES THE MARCH 23, 1990 REQUEST FOR DATA A -1-a. "As indicated in a previous Plan Check request, the.proposed building is of unusual shape and size and does not comply with the Uniform Building Code 2517". The structure is quite large for a home, however, it is not of unconventional design and is proposed to be constructed utilizing conventional framing methods and techniques in accordance with the U.B.C. Chapter 25. A -1-b. "Provide complete lateral design per Uniform Building Code Chapter 23 that results in a system which will provide a complete load path capable of transferring all loads and forces from the point of origin to their load resisting elements". The March 27, 1990 calculation package consisting of some 68 pages together with the April 4, 1990 supplemental calculations consisting of 9 additional lateral load calculations sheet addressed this general request with specificity. Please see also Sheet S-2 for loads and restraints and Sheet 4 for locations. A -1-c. "Design is to include all required connections and Appropriate construction details". The Plans and Calculations as submitted March 27th together with Sheets S-1 and S-2 as submitted April 6, 1990 focus upon this general comment. A -1-d. "Provide coordination between the Plans, Specifications and Calculations. All requirements of the engineering calculations are to be clearly shown in the Plans and coordinated with the Specifications". The Plans as first submitted were prepared by others with engineering input by Ken Lenhardt and FLT, however, the Plans and Calculations as submitted March 27th together with Sheets S-1 and S-2 as submitted April 6, 1990 focus upon this general comment and have pulled together the loose ends. .4 /YY ► vv P Z.T /Vle'e vf eJ ... — d A.- u A-2. "Provide complete engineering design and construction details for the swimming pool". It has been agreed by the Owner and the Department that the swimming pool construction details and plans will be submitted at a later time and be accomplished with a supplemental permit. The home construction plans, however, do acknowledge the position of the pool and are coordinated with the future pool installation. A-3. "Some floor trusses do not fit floor framing plan". The dimensional problem with the manufactured wood floor trusses has been resolved and has been incorporated into the April 4th truss data submission. A-4. "Coordinate block wall detail with engineering detail by FLT". John Starr prepared the original drawings and included in the original drawings was an FLT retaining wall that was designed for the McCoy home in Kelly Ridge Estates. When Cook Associates assumed the engineer of record position on the Dirks' home, it was determined that several wall conditions xi -seed, not just— one-, and therefore installation details of all of their required wa-1-ls-mere provided on the Improvement Plans for which Cook is the engineer of record. The FLT calculations for the "McCoy wall" do not apply to this project. A-5 "All trusses submitted are not done by Longfellow Lumber. Remove note on Sheet 7 of the-Plaans--: Resubmittal of the truss information from Las Plumas Lumber has been accomplished at this time. Las Plumas is a fabricator. of the floor trusses and the roof trusses for this project, including the "special hip/valley trusses that were in April. A-6 "Provide detail references on Sheet 6 as A/6, B/6". All cross referencing of the details drawn on the original plans by John Starr have been coordinated and referenced with the subsequent details added by Cook Associates and were cross referenced throughout the drawings of 3/27/90. A-7 "Revise the live load for the glu-lam design over the pool area per Uniform Building Code 2305". The glu-lams over the swimming pool were designed by Ken Lenhardt prior to Cook Associates assuming the engineer of record status for Dirks' home. The live loads used by Lenhardt are 'correct, however, the framing system has been revised so that all of the glu-lams in the pool area are of the same size for visual effect and framing simplicity. -2- (!A-8. "Clarify the use of the V8 combination glu-lams for simple beams". The glu-lam indicated in Ken Lenhardt's calculations called for combination 22F -V8. John Henry points out that a combination of 22F -V4 is more readily available and that other projects have been held up for several weeks at the roof framing stage while the engineer of.record justifies the change in the combination glu-lam to that which is typically supplied (V-4). This suggestion has been acknowledged and incorporated into the working drawings. V Provide complete engineering and construction of the ip/valley conditions where roof ridge changes lignment over the Family Room". See special framing detail Sections A/5 and Sheet 6 of the Working Drawings and the special hip/valley trusses as calculated by Las Plumas Lumber. A-10 "Engineered plans are to have complete Specifications on all construction materials". See the framing note on Sheet 7 of the Working Drawings and see the attached materials list as ordered by the Owner and that is in conformance with the engineering requirements of the project. A-11 "Provide engineering for masonry retaining - foundation walls of varying height to suit site conditions". See Details A, B and C of Sheet 2 and Detail 3 of Sheet 7 of the Working Drawings. Note the specific finish floor elevation on Sheets 2 and 3. ..K-12 "Remove the water heater from the bedroom per Uniform Building Code Section 1309". Notations are provided on the drawings that the water heater in the bedroom/bathroom area is an electric water heater, not the gas fired unit envisioned by the Plan Checker. -3- "B" LIST CONSISTS OF THE "IN HOUSE NOTES OF JOHN HENRY" THAT WAS COMPILED APRIL 3, 1990 'B -1-a "Provide complete and correct engineering calculations". Please refer to the March 27th and the April 4th analytical data submitted for the subject project. This general comment cannot receive a specific cross reference. B -1-b "Provide complete and correct Specifications". Please see the framing notes. on Sheet 7 of the Working Drawings and the attached construction material listing. B-2 "The Engineer indicated a design speed of 90 mph; Butte County has designated a wind speed of 75 mph". Please see wind stagnation coefficient derived from Table 1 of the U.B.C. as indicated on page 1 of the April 4th supplemental submission. B-3 "Design is to indicate exposure A or B as required by U.B.C. Section 2311 (c)". Please refer to Page 1 of 9 of the April 4th supplemental submission that indicates that the subject structure is located within a densely wooded, rolling hill, protected site and therefore exposure B applies. B-4 "Design is to indicate method 1 or 2 as provided in U.B.C. Section 2311 (e)". Please refer to Sheet 1 of the April 4 data together with Sheet 2 and Sheet 3 that utilize method 2: projected area. B-5 "Design is to include design pressure, p, as provided in U.B.C. Section 2311 (d)". Please refer to Sheet 1 of the April 4 submission for the derivation of p. B-6 "Engineer used 0.3W for seismic loading, revise per Section 2312 (e)". Please refer to Sheet 5 of the April 4th supplemental data for the derivation of the revised earthquake coefficient as 0.15. B-7 "Engineer is to calculate and design for. critical (governing) load, wind or seismic, in both principal directions for each building portion". Please see comparative values for wind, Page 4 and earthquake loading, Page 6 together with pictorial notations on Page 9, of the April 4th supplemental data submitted. -4- B-8 "Design is to include diaphragm chords and collectors as required by U.B.C. Section 2513 (e)". Please refer to Sheets 7, 8 and 9 of 'the April 4th submission for the noted requirements. B-9 "Engineer is to calculate and design connections and anchorages between diaphragm and resisting elements as per U.B.C.". Please refer to Page 63, 64, 65 and 66 of the March 27th calculations and Sheet 9 of the April 4th calculations and Details A/3,'.B/6 and Sheet 6 of the Working Drawings._ B-10 "All buildings shall be designed to resist overturning effects caused by lateral forces as required by U.B.C.". " Please refer to Page 63 of the March 27th calculations and Sheet 8 of the April 4th calculations and Detail A/3, Sheet 4, Detail A/6, Sheet 7 and 8 of the Working Drawings and Sheet S-2. B-11 "Design is to include all required anchorages of roof to walls and walls to foundation, as required by U.B.C.". Please refer to Sheets 63 and 66 of the March 27th data package, Sheets 8 and 9 of the April 4th data package together with Details A/3, A/6 Sheets 4, 7, 8 and S-2 of the Working Drawings— B-12 "The foundation shall be designed to transmit the design base shear and overturning forces prescribed in the U.B.C. Section 2312 (e) and as required by U.B.C. Section 2910 (a)". Please refer to Plan Details on the Working Drawings,as the summarized data on S-1 and S-2. B-13 "Shear walls -are to be connected to foundation per U.B.C. Section 291011. Please refer to Sheets 62, 63 of the March. 27th data package and Sheets 7, 8 and 9 of the April 4th data package together with Plan Details A/3, A/6, B/6 Sheet 4, 7, 8 and S-1 and S-2. B-14 "Roof over pool deck consists of 2 x 6 decking which is not a listed (quantifiable) diaphragm and therefore must be diagonally sheathed and designed accordingly to U.B.C. Section 2513(b)". Please refer to Sheet 66 of the March 27th data submission for the nailing schedule developed to secure the relative positions of the 2 x 6 decking and thus develop the equivalent diaphragm lateral load resistance capabilities. -S- •B-15 "Specifications listed on the Plans are incomplete revise accordingly". Please see material listing and supplemental Specifications attached hereto and the framing notes on Sheet 7 and material list on Page 1. B-16 "FLT Engineering has requested to review the Plans and -apply wet signature to their (FLT) retaining wall design, which is incorporated into the Plans - this was not done". Please refer to Item A-4 above and the response thereto. IM DIRKS HOME - SHEAR WALL_ SUMMARY file:SHEAR 5/9/90 Restraint Earthquake Existing Unit Wall Load i ng Value i._engt h Openings Effect i ve Shear A B C D E F G 1 3,000 4,380 15.00 5 12 250 2 None Nene 3 .3,000 4,380 15.00 5 12 250 4 1,500 1,875 12.50 4 9 176 5 2,900 5,013 14.00 4 10 290 6 1,500 4,388 15.00 7 8 188 7 None None 8 None None 9 3,625' 4,375 23.00 1 1 17 213 10 7,100 7,500 32.000 32 222 11 3,625 4,375 26.00 R 0 j `, 26 139 12 1,710 3,130 6.00 0 6 285 13 None None 14 1,710 3,130 6.00 0 6 285 15 2,565 6,880 30.00 12 is 143 16 2,565 7,513 30.00 12 18 143 17 1,710 3,130 5.00 0 5 342 18 2,625 3,130 5.33 Q 5 .492 * Opening Ana 1 ys i s Required n 5/i -6 vw=). Y. '120. C 48 o.c Q(oo.c. V yr).. cj�....,__,� NTS 1%4 � p�JTct4 PrAlr ; i DrI 'SPoVT 2° RfGiA 6� 2', o.c 105U L-A 2x11 / !?�/�� "o• c 1zD'WD,2xG'gwLAI rlL C - o �. P L v >3 >✓ rL PLANS DATE /// 3 o - 5 p GRADE DIM LENGTH ITEM MARK Pr 2 X G f2 („ VA X4 L � OU L f1✓ Nsrd 20 1/ Ivor ° z✓ ;N14 00/11- I/ lg& ✓ 7-11e. ¢o d Aria Z X' � '✓ 2, o 12X4 el, ZX� 3" 7 /)Z ✓ 2l0o i r- v ✓ y ✓ ZJ<G �G �i�c+ : /F /�.? % y°�/Z ZgD/o t/ 12X/0 tQ64 F T K. ? . '1/1 F Gs, 411, l°/Z �i o OF �IXIZ / (��FHr�c£YS ?vULF ✓ Gx� y f 4.1 / 0413 f ' t / G ✓ �qY / /2 r3 Of! l ZyP /�arl.oC g(�c� ✓ /,tZ SNi, La �Li ?qo 6r � L 6:' -2f lb ,,//moo /� Cox ✓ 1 X 9 ✓ I/X 1 0 ✓ / X x Go X CROSS REFERENCE NARRATIVE DIRKS' HOME - PLAN CHECK FILE A.P.N. 27-04-04 PERMIT APPLICATION NUMBER 402-90 '' "A" LIST REFERENCES THE MARCH 23, 1990 REQUEST FOR DATA A -1-a. "As indicated in a previous Plan Check request, the proposed building is of unusual shape and size and does not comply with the Uniform Building Code 2517". The structure is quite large for a home, however, it not of unconventional design and is proposed to be constructed utilizing conventional framing methods and techniques in accordance with the U.B.C. Chapter 25. A -1-b. "Provide complete lateral design per Uniform Building Code Chapter 23 that results in a system which will provide a complete load path capable of transferring all loads and forces from the point of origin to their load resisting elements". The March 27, 1990 calculation package consisting of some 68 pages together with the April 4, 1990 supplemental calculations consisting of 9 additional lateral load calculations sheet addressed this general request with specificity. Please see also Sheet S-2 for loads and restraints and Sheet 4 for locations. A -1-c. "Design is to include all required connections and appropriate construction details". The Plans and Calculations as submitted March 27th together with Sheets S-1 and S-2 as submitted April 6, 1990 focus upon this general comment. A -1-d. "Provide coordination between the Plans, Specifications and Calculations. All requirements of the engineering calculations are to be clearly shown in the Plans and coordinated with the Specifications". The Plans as first submitted were prepared by others with engineering input by Ken Lenhardt and FLT, however, the Plans and Calculations as submitted March 27th together with Sheets S-1 and S-2 as submitted April 6, 1990 focus upon this general comment and have pulled together the loose ends. -1- 0 A-2. "Provide complete engineering design and construction details for the swimming pool": It has been agreed by the Owner and the Department that the swimming pool construction details and plans will be submitted at a later time and be accomplished with a supplemental permit. The home construction plans, however, do acknowledge the position of the pool and are coordinated with the future pool installation. A-3. "Some floor trusses do not fit floor framing plan". The dimensional problem with the manufactured wood floor trusses has been resolved and has been incorporated into the April 4th truss data submission. A-4. "Coordinate block wall detail with engineering detail by FLT". John Starr prepared the original drawings and included in the original drawings was an FLT retaining wall that was designed for the McCoy home in Kelly Ridge Estates. When Cook Associates assumed the engineer of record position on the Dirks' home, it was determined that several wall conditions existed, not just one, and therefore installation details of all of their required walls were provided on the Improvement Plans for which Cook is the engineer of record. The FLT calculations for the "McCoy wall" do not apply_to this project. A=5 "All trusses submitted are not done by Longfellow Lumber. Remove note on Sheet 7 of the Plans". Resubmittal of the truss information from Las Plumas Lumber has been accomplished at this time. Las Plumas is a fabricator of the floor trusses and the roof trusses for this project, including the "special hip/valley trusses that were in April. A-6 "Provide detail references on Sheet 6 as A/6, B/611. All cross referencing of the details drawn on the original plans by John Starr have been coordinated and.referenced with the subsequent details added by Cook Associates and were cross referenced throughout the drawings of 3/27/90. A-7 "Revise the live load for the glu-lam design over the pool area per Uniform Building Code 2305". The glu-lams over the swimming pool were designed by Ken Lenhardt prior to Cook Associates assuming the engineer of record status for Dirks' home. The live loads used by Lenhardt are correct, however, the framing system has been revised so that all of the glu-lams in the pool area are of the same size for visual effect and framing simplicity. -2- A=8. "Clarify the use of the V8 combination glu-lams for simple beams". The glu-lam indicated in Ken Lenhardt's calculations called for combination 22F -V8. John Henry points out that a combination of 22F -V4 is more readily available and that other projects have been held up for several weeks at the roof framing stage while the engineer of record justifies the change in the combination glu-lam to that which is typically supplied (V-4). This suggestion has been acknowledged and incorporated into the working drawings. A-9. "Provide complete engineering and construction of the hip/valley conditions where roof ridge changes alignment over the Family Room". See special framing detail Sections A/5 and Sheet 6 of the Working Drawings and the special hip/valley trusses as calculated by Las Plumas Lumber. A-10 "Engineered plans are to have complete Specifications on all construction materials". See the framing note on Sheet 7 of the Working Drawings and see the attached materials list as ordered by the Owner and that is in conformance with the engineering requirements of the project. A-11 "Provide engineering for masonry retaining - foundation walls of varying height to suit site conditions". See Details A, B and C of Sheet 2 and Detail 3 of Sheet 7 of the Working Drawings. Note the specific finish floor elevation on Sheets 2 and 3. A-12 "Remove the water heater from the bedroom per Uniform Building Code Section 1309". Notations are provided on the drawings that the water heater in the bedroom/bathroom area is an electric water heater, not the gas fired unit envisioned by the Plan Checker. -3- "B" LIST CONSISTS OF THE "IN HOUSE NOTES OF JOHN HENRY" THAT WAS COMPILED APRIL 3, 1990 B -1-a "Provide complete and correct engineering calculations". Please refer to the March 27th and the April 4th analytical data submitted for the subject project. This general comment cannot receive a specific cross reference. B -1-b "Provide complete and correct Specifications". Please see the framing notes on Sheet 7 of the Working Drawings and the attached construction material listing. B-2 "The Engineer indicated a design speed of 90 mph; Butte County has designated a wind speed of 75 mph". Please see wind stagnation coefficient derived from Table 1 of the U.B.C. as indicated on page 1 of the April 4th supplemental submission. B-3 "Design is to indicate exposure A or B as required by U.B.C. Section 2311 (c)". Please refer to Page l of 9 of the April 4th supplemental submission that indicates that the subject structure is located within a densely wooded, rolling hill, protected site and therefore exposure B applies. B-4 "Design is to indicate method 1 or 2 as provided in U.B.C. Section 2311 (e)". Please refer to Sheet 1 of the April 4 data together with. Sheet 2 and Sheet 3 that utilize method 2: projected area. B-5 "Design is to include design pressure, p, as provided in U.B.C. Section 2311 (d)". Please refer to Sheet 1 of the April 4 submission for the derivation of p. B-6 "Engineer used 0.3W for seismic loading, revise per' Section 2312 (e)". Please refer to Sheet 5 of the April 4th supplemental data for the derivation of the revised earthquake coefficient as 0.15. B-7 "Engineer is to calculate and design for critical (governing) load, wind or seismic, in both principal directions for each building portion". Please see comparative values for wind, Page 4 and earthquake loading, Page 6 together with pictorial notations on Page 9 -of the_ April 4th supplemental data submitted. -4- B-8 "Design is to include diaphragm chords and collectors as required by U.B.C. Section 2513 (e)". Please refer to Sheets 7, 8 and 9 of the April 4th - submission for the noted requirements. B-9 "Engineer is to calculate and design connections and anchorages between diaphragm and resisting elements as per U.B.C.". Please refer to Page 63, 64, 65 and 66 of the March 27th calculations and Sheet 9 of the April 4th calculations and Details A/3, B/6 and Sheet 6 of the Working Drawings. B-10 "All buildings shall be designed to resist overturning effects caused by lateral forces as required by U.B.C.". Please refer to Page 63 of the March 27th calculations and Sheet 8 of the April 4th calculations and Detail A/3, Sheet 4, Detail A/6, Sheet 7 and 8 of the Working Drawings and Sheet S-2. B-11 "Design is to include all required anchorages of roof to walls and walls to foundation, as required by U.B.C.". Please refer to Sheets 63 and 66 of the March 27th data package, Sheets 8 and 9 of the April 4th data package together with Details A/3, A/6 Sheets 4, 7, 8 and S-2 of the Working Drawings. . B-12 "The foundation shall be designed to transmit the design base shear and overturning forces prescribed in the U.B.C. Section 2312 (e) and as required by U.B.C..Section 2910 (a)". Please refer to Plan Details on the Working Drawings as the summarized data on S-1 and S-2. B-13 "Shear walls are to be connected to foundation per U.B.C. Section 2910". Please refer to Sheets 62, 63 of the March 27th data package and Sheets 7, 8 and 9 of the April 4th data package together with Plan Details A/3, A/6, B/6 Sheet 4, 7, 8 and S-1 and S-2. B-14 "Roof over pool deck consists of 2 x 6 decking which is not a listed (quantifiable) diaphragm and therefore must be diagonally sheathed and designed accordingly to U.B.C. Section 2513(b)". Please refer to Sheet 66 of the March 27th data submission for the nailing schedule developed to secure the relative positions of the 2 x 6 decking and thus develop the equivalent diaphragm lateral load resistance capabilities. -5- B-15 "Specifications listed on the Plans are incomplete revise accordingly". Please see material listing and supplemental Specifications attached hereto and the framing notes on Sheet 7 and material list on Page 1. B-16 "FLT Engineering has requested to review the Plans and apply wet signature to their (FLT) retaining wall design, which is incorporated into the Plans. - this was not done". Please refer to Item A-4 above and the response thereto. IM. DIRKS HOME - SHEAR WAI...L SUMMARY * Opening Analysis Required Length Openings Restraint D Earthquake Existing Wall Load i ng Va 1 ue A 8 C. 1 3,000 4,380 2 Nene Nome 3 -1-1,000 4,380 4 1,500 1,875 5 2,900 5,013 6 1,500 4,388 .7 None None 8 None Nona 9 3,625 .4,375 10 7,100 7,500 11 3,625 4,375 12 1,710 3,130 13 'None None 14 1,710 -,4,1-,40 15 2,565. 6,880 16 2,565 7,513 17 1,710 3,130 18 2,625 * Opening Analysis Required Length Openings Effective D E F 15.00 5 12 15.00' 5 12 12.50 � 4 9 14.00. 4 IO 15 .00: 7 8 file:SHEAR 5/9/90 Unit Shear G 250 250 176 `90 188 23.00 11 17 32.00 0 32 26.00 0 ''26 6.00 O 6 6.00 0 6 30.00 12 18 30.00 12. 18 5.00 0 5 5.33 0 5 -7- 213 222 139 285 285 143 143 :342 492 $� Q Co o•c. I�,�Gpx fty GnP SNEA"il•+I►�iq $ YYPE iF-USs �IMPSot`1 • A-35 c�Ips e 190 0.0. g�8 Cox GYP t RD SHEAR 2i4G 5'(uD W&.L- :� � • -GA�A�,E c 48 o.c . • RETAI►�I►�G� • W4ll. ��GTION DETA I I, _ NTS o.c x4 .._/ 2nd -q j - I ' q /✓A� iod sa.c� ' q�TCH pro,i /'1'� Itr''� i phl VT Q" RIGIA ' • ��� cJ � �f c,...rL .v p PLANS DATE ! / 3 - 5 (.3 GRADE DIM LENGTH ITEM MARK ,r 2XG JQ(. ►C.1S�L �ObLtF ✓ 2 ��I ✓ ✓ L/u0 L pe5' if �Srd ?x 1 i4l-IVof ;N4 qo z ✓ X L ✓ L�c� - irs ?� Po / ✓ X6 7'P% 7ot A. 0l� ??oo Ly T Z)e lAuj 2x ►z 0 I% Pr 4/,Y/ Z. /I/Ft¢NiiYs ?�vLF ✓ GX/� � � 3So c.F' �F l 6x 6 -s z _ ✓ Jr/ X 1 �Z �r3 .. OFA 46 i 2'(! 6,40 JC ✓ IJIZ gocr P/;" Q ?rc oo� y?ovL� d2 Zrlc oilLl-N SK�CtLN GC>/I Ovt All �oLr�/ /00 /'(o/Ln -2-1 ✓ 3 Xev ✓ cru I o '✓ /oo ' 3/z9 qo Ca�oF C1_57 PROVIDE INFORMATION AND/OR MAKE REVISIONS AS FOLLOWS: N6T40OA& -to As indicated in previous plan check request, the proposed building is of unusual shape and size, and does not comply with Uniform Building Code Section 2517. Provide complete lateral design per Uniform Building Code Chapter 23 that results in a system which. provides a complete load path capable of transferring all loads and forces from their point of origin to their load -resisting elements. Design is to include all re- quired connections and appropriate construction details. Provide coordination between plans, calculations, and specifications. All requirements of engineering calculations are to be clearly shown on the plans and coordinated with the specifications. WoogjC. Provide complete engineering design and construction plans/details for swimming pool. 3. Some floor trusses do not fit the floor framing plan. Revise as required Coordinate block wall detail with engineering detail by FLT.�� All trusses submitted were not done by Longfellow Lumber. Remove note on sheet 7 of plans. Provide details referenced on sheet 6 as A/6, B,/6. Revise live load for glulam beam design over pool room per Uniform Build- ing Code Section 2305. -' Clarify use of V8 combination glulams for simple beams. �fe-tlxv�� j9./ Provide complete engineering and construction of hip/valley conditions v where roof ridge changes.alignment over family room. Engineered plans are to have complete specifications of all construction materials. Provide engineering for masonry retaining -foundation walls -.Of variable height to suit site conditions. Remove water heater from bathroom per Uniform Plumbing Code Section 1309. aI; MODEL 30B (pictured) Jensen's multi-purpose, boilers are designed for efficient (hydronic) heating and domestic hot water production (optional). Boilers are A.S.M.E. certified and constructed with 5/8" & '/a" Steel (Pressure Vessel). Jensen boilers burn wood/coal with a forced draft air combustion blower; adjusted through a rheostat to force -burn hard/soft coal or wet/dry wood. Included as standard equipment is a wall mounted automatic thermostat control, a 30 lb. pressure relief valve, a pressure and temperature gauge, plus an adjustable automatic aquastat. The doors, grates, grate holder, front and rear baffles are quality cast iron. The extra large water pressure vessel contains large clean out ports for ADD-ON FURNACE (Wood Only) Jensen's New Solution Add -On Furnace was designed specifically for the replacement buyer, the person who knows wood burning and can appreciate exceptional value and performance. The furnace is completely assembled, simply attach 10" round plenum pipe and 6" round flue pipe (all top side). The Jensen Solution will enhance your basement as well as heat the entire house through the existing heat ducts. The firebox is a welded two piece box for added strength and durability, is completely brick lined and has a generous 3.3 cubic ft. log stacking area. The firebox heat exchange area is 1837 sq. in, taking heat from all areas but the front for air distribution. The front area provides radiant heat. HEATING STOVE (Wood Only) The Heating Stove is completely assembled, just attach 6" round flue pipe and plug in the distribution air fan. The Heating Stove contains the same features as the Add -On Furnace. The only difference is a louvered top for air distribution instead of a furnace plenum top. As a heating stove, with it's large fuel capacity and 500 CFM distribution fan it provides more than adequate heat for a home. The exceptionally large viewing glass provides the atmosphere of a fireplace, yet the heat of a converted furnace. Because Jensen Metal products is constantly developing and improving its product line, we reserve the right to change specifications without notice. easy cleaning. The Extra large loading door is positioned for easy loading of wood/coal in the firebrick lined firebox. All models incorporate a manual draft spinner to improve lazy flue draw and a smoke shield to restrict smoke back -puffing during loading. All models carry a 5 year limited warranty on the steel shell, and a 1 year limited warranty on cast iron and electrical components. The model 24 BW is suited for extra long loading time, has a double row of grates, and a large convenient ash pan. Consult specs for further information and other models. The air distribution fan is 500 CFM with one automatic thermo disc to turn the fan on and off. The distribution fan circulates continuous warm, smoke free air into your home. No off/on furnace cycling, just a good flow of warm air. The large glass door permits fire viewing, and is self cleaning through a heated air wash system. The Panasonic Glass will withstand 1400° F, will not crack or break due to wet or cold temperature changes. Primary Air (the air to fuel the fire) enters through the front of the appliance, is pre -heated, then circulates down over the'glass for cleaning and combustion. Air also is distributed just above the top of the last fire' bricks. This air helps ignite the escaping gases (secondary burning). The only optional accessory. for both the Add -On Furnace and Heating Stove are 10 x 20 Air Filters (purchased separately). A 5 Year Limited Warranty is offered on the appliance. The New Solution Add -On Furnace and Heating Stove has been tested to UL 391 and 1492 by Warnock Hersey. Available Color: Almond Shrouds A Jensen — Built to Heat your Whole House comfortably and Efficiently. The Jensen Add -On or Independent WoodiCoal Furnace, is designed lo heat your en -he home independently or as an add on to your present forced air furnace, (doesn't c_te_ your present furnace). The Jensen Furnace connects easily into your existing hot air plenum. As tha automatic - Wall mounted thermostat calls for heat, clean wood or coal heated air is forced by the :300 CFM distribution fan into the present duct system, heating Avery room. When burning wood cr coal, your existing furnace is on standby. However, if you cannot tend to the wood or ccc' fire. your existing furnace automatically takes over your heating requirements. Burning harvested woad c-sn save you up to 100% on your present heating bills. I Standard 12" diameter hea= outlet. Ductwork fits into emsting up flow gas or oil furnace plenum. 2 Furnace Control Center automatically monitors the draft fans (controlling fire intenEity), and the 2 speed distribution fan (forcing warm air into home). Electric rheostat operates manually; set to the condi, ion of the solid fuel; wet/dry wood, hard/soft coal. Also houses the transformer and relay swit:h. 3 Manually Operated Secondary Combustion Chamber with Bypass. Helps reburn secondary gases, provides more efficient heat. Does not allow heat to escape up chimney. 4 10 gauge steel,weldment with laser cut and polished edges, for trouble free long life usage. Double rear wall of weldaent enlarges heat exchange area providing more efficient} 5 Pressure relief flap is a sa=ety feature keeping flames from door area just prior and during opening. Extra heavy rope lined cast iron feed door assures safer operation. Smoke skield reduces smoke back-pufling during loading. NOTE: All Jensen furnaces are Pae -wired furnace control box (pre -drilled 1 Snap on junction box. Fcsten 5 w wire nuts, (all color coded). Paste wires for thermostat and electric installation is completes. MODEL 24A 6 Mcnual air drezt spinner helps lazy caL=rsy d:cw. Reduces sr.o"s= pt-1f°_xj diaring feed door cpen_zg. J%av* air tight cast .bcn. double width ash door, with Clea. 9L•C. aah dLmp pan. Suited for homes from 1,500 to 2,000 sq. ft. Contains most of the features of the 24AC with some exceptions: Single rear wall, single width shaker grate, smaller ash area, with optional :ilter box. Accepts 22" logs or :00 lbs. coal. For more information consult specs. Note: It is estimated that a 24A will replace a 80,000 to 120,000 BTU rated gas furnace. "his depends on the type of wooc/coal and its moisture content. Water-ube optional MODEL 30A Ameri,a's best feature to price value. Heats homes from 2,000 to 2,500 sq. ft. Accepts logs to 28" or 140 lbs. of coal. Contains most of the featims of the above unit with some exceptions: Single rear wall, single wid-t:shaker grate smaller ash door, pan, with optonal filter box. I'L-ec=dck lkr: ed s les and heavy :as-. Lam ficnt and rear heat 5af_L-s prerdde extra long life lre�:_ s C.u:abi L -y. I W -a heaaT car. iron dual Addt-. maker sr=tes provide jaey, troatL free operation and uo:k"vdth t-oth wood and rand"sof` coal i r2 phi dc: ! at- fan stimulates oe atc-mdic.clly when more :ear L meq.Area. Eliminates fire nafttercr.ce, telps reduce -h fr noy c-eosote buildup by �rodu fng ac lt3r fire. :O Camra :.erge,1.300 CFM two speed hDc dr dixrf:Dntion fan. Normal operatLx 1:. 650 CFM, at higher femper¢-ares fan automatically inzrecses to 11,300 CFM. Acts as cd3riioi1 safety overheating device, c-�olirg furnace for nod o•=exrsion. Motor is Pemnamet! Sprit Capacitor type heal cr•v- 5:•91 less electrical :unenl then Shaded Pole mcb s W0332L 30AC Desia_mecj :d=il-r fol marginal insuk>ted home:, =:lc small corrmie-cib_ fbuilcjics BTU output ranges =-:m ! cd:r,Otn to 160,000, depending on flet c• -"editions. Heats t omeE frcnn. -2,400 to 2,800 sq. L Accept kxgs :o'. 8" or 185 lbs. of cecil Mb 3els 2 AAC & 30AC have! c 6" rear air space that increases the hea' exchange ares.. by _—pproijTn tBsty 30%, also double -.r.dth g-cnes with extra large cs:Z pern Zlt --r box standard equipment cn, 24AC 8: 30AC. SPECIFICATIONS FORCED AIR FURANCES WOOD / COAL Model Numbers 24A 24AC 30A 30AC Dimensions: Height 46" 46" 46" 46" Width 23" 23" 23" 23" Depth 24" 30" 30" 36" Flue Center Height _ 41" 39" 41" 39" weigni 375 550 440 600 Door Size Feed 13 x 14 13 x 14 13 x 14 13 x 14 Door Size Ash 7.5 x 8.5 9.5 x 13.5 7.5 x 8.5 9.5 x 13.5 Maximum Log Length 22 22 28 28 Maximum Coal Capacity (lbs.) 100 165 140 185 Fire Chamber Capacity 6.1 cu. It. 7.3 cu. ft. 7.7 cu ft 90 cu ft Distribution Blower 2 speeds Draft Fan Rheostat 650/1300 Standard 650/1300 Standard 650/1300 Standard 650/1300 Standard Yvan inermostat Standard Standard Standard Standard Furnace Control Center Standard Standard Standard Standard Filter Box Optional Standard Optional Standard Heat Outlet Size 12 16 x 20 12 16 x 20 Flue Size 6 8 6 8 Heat Exchange Area 22" 22" 28" 34" in Square Inch 1371 2135 1714 2420 Square Feet Heating Range 1750 2500 2250 2800 Note: It is estimated that a 24 A & B will replace a 80,000 to 120,000 BTU rated gas furnace. Variations are due to type of wood moisture content, hard or soft coal, floor plan and degree of home insulation. SPECIFICATIONS BOILER WOOD / COAL Model Numbers 24B 24BW 30B 36B Dimensions: Height Width Depth 46" 23" 24" 46" 23" 24" 46" 23" 30" 46" 23" 36" Weight (lbs.) 550 650 625 850 Door Size Feed 13 x 14 13 x 14 13 x 14 13 x 14 Door Size Ash 7.5 x 8.5 9.5 x 13.5 7.5 x 8.5 9.5 x 13.5 Maximum Log Size 22" 22" 28" 34" Maximum Coal Capacity (lbs.) 100 165 160 190 Fire Chamber Capacity 4.9 cu. ft. 7.3 cu. ft. 6.1 cu. ft. 9.0 cu ft Water Capacity (gal.) 14 14 17 20 Wall Thermostat Standard Standard Standard Standard Draft Fan Rheostat Standard Standard Standard Standard Smoke Shield Standard Standard Standard Standard. Flue Size 6 8 6 8 Square Feet Healing Range 1,800 SF 2.200 SF 2.400 SF 3 nnn SF SPECIFICATIONS FORCED AIR FURANCEMEATING STOVE - WOOD BURNING ONLY Feed Door Size Model Number 2700 Dimensions: Height 36" Width 257/8" Depth 223/4" Flue Center Height 37" Weight 275 lbs. Feed Door Size 9" x 18" Glass Heat Rating 1400° F Door Frame Standard Log Length Cast Iron 18" Maximum Log Length 24" Fire Chamber Capacity 3.3 Cu. Ft. Distribution Blower 500 CFM Second Fan Optional Automatic On -Off Standard Built -In Air Filter Attachment 1 x 10 x 20 (Filters Purchased Separately) Firebox - Firebrick Insulated Heat Outlet Size, Stove Top 9 - 6 x 8 Bricks 28 sq. in. Floor Protector Heat Outlet Size, Furnace Top 10" dia. or 78 sq. in. Flue Size 6" Top Location Heal Exchange Area 1837 sq. in. Estimated B.T.U. Output Max. 80.000' Square Feet Heating Range Max. 1800 Sq. Ft. Tested to UL 391 Furnace/UL 1492 Stove B.T.U. Output varies due to wood moisture content, type of wood, flue draw and burning experience. Your qualified, experienced Jensen Dealer/Installer: OPTIONAL ACCESSORIES NEW FILTER BOX Filter box cleans air, holds 16 x 25 filter element (NII) Filter box is required for cold air return connection. (14" adapter collar). NEW WATER TUBE Domestic water tube made of stainless steel. Preheats domestic water for forced air and boilers economically. FURNACE CONTROL CENTER Automatically activates the draft tan plus high and low speeds on distribution fan. Also permits manual selection of draft fan R.P.M. setting. 16 x 20 ADAPTER Converts 16" x 20" AC Top to 12 inch round. 5 Year Limited Warranty■T Hensen O S—e 1912 a Mn M Racine, Wisconsin 53403 a product of Jensen Metal Products, Inc. °° ° ° AIT"M Because Jensen Metal Products is constantly developing and improving its product line, we reserve the right to change specifications without notice. PRINTED IN USA �� y HH Series • Multi -Position Heating Systems • `` Multi -Position unit Heating Capacities 14,700 through 19,300 BTUH Add -On Evaporator (Cooling Coil) Available in 1 Ton Capacity The HH Series is the most economical answer to the builder's needs for heating, with cooling coil available. This superior new heating system has one-third as many parts as a heat pump, making it virtually maintenance free. It is designed and tailored with heating and cooling capacities to fit from single family homes up to the multi -family market. Ideal for rehabilitation and replacement. 40 F1 (ro5wid Super 5050 HydroSwirl 5050 85% Efficient 76% Efficient a SBOCI Y" 7 Matched Components Apollo self cleaning water heaters are designed for use with a the Apollo air handler systems. Direct Vent 5050 76% Efficient a �- � 0 BOCA IAPMO -41n-WI P0110 roHeaL & Cooling Cumberland Street. Ashland City. TN 37015 A DIVISION OF STATE INDUSTRIES, ASHLAND CITY, TN dity Features •h copper tubes and • Circulator pump with stainless steel or plastic impeller and bronze housing. Front mounted for ease of access. • Pump relay and blower relay. 0 115/24 volt transformer • Painted, insulated zinc coated steel cabinet (one piece wraparound). • Copper sweat connections for heating coil and cooling coil. • Service/isolation valves for pump. • Ten -Year Limited Warranty on Heating Coil. • Five -Year Limited Warranty on Evaporator Coil. * One -Year Limited Warranty on Parts. • All models are listed under one or more of the organizations shown below. � Wy �okect Specifications Model Nom. Htg. Cap. BTUH' Nom. Clg. Cap. BTUH" Nom. CFM Blower Motor HP Pump Motor HP Elec. Char. Min. Circuit Ampacity Water Conn I.D. Supply Duct Conn. Return Duct Conn. Ship. Wt. Lbs. R-22 ConnO.D. ILL S HH 2000-1 19,000 — 480 1/5 1/20 1-60-115v 15 1/2" 6"x12" 7"x211/2" 45 — — HH 2000-1 with EH12 17,250 12,000 400 1/5 1/20 1-60-115v 15 1/2" 6" x 12" 7" x 211/2" 55 1/4 5/a Model HH2O00-1/HH2O00-1 w/EH12 Hea ing Ca acities' BTUH E.W.T. 130°F 140°F 150°F 160°F 300 CFM 12,716 14,723 16,739 18,764 350 CFM 13,863 16,058 18,263 20,480 400 CFM 14,885 17,247 19,622 22,010 450 CFM 15,804 18,318 20,846 23,389 500 CFM 16,639 19,292 21,960 24,645 '3 GPM, Nom. CFM, 65°F entering air temp. Shaded area indicates recommended water heater temperature range "Nom. cooling @450 suction temp., 800 DB, 670 WB return air, rated CFM. How Does The Apollo Air Handler Work? The HydroHeat Air Handler is connected to a conventional heating or heating/cooling thermostat. When the thermos- tat calls for heat, the circulating pump in the air handler begins circulating the warm water from the water heater through the finned tube heating coil of the air handler. The air handler's blower has also been activated and the air passing over the heating coil is heated and blown into the home through the duct system. When the thermostat is satisfied, the pump and blower both stop. Model HH2O00-1/HH 2000-1 with EH12 CFM vs Static ESP' both .05 .10 .15 .20 .25 .30 HH 2000-1 515 500 490 480 465 435 HH 2000-1 440 430 410 40D with EH12 390 370 'ESP must include filter and duct pressure drop. 12" 1-16"WWI r -211,1"-----j TT t AIR OVERALL MT26,1 MTG. f .AIR OUT WITH I HOLES IN MOUNTING BRACKETS 1 HH 2000-1 with EH12 113"__1 MOUNTING HOLES a 6" ® T 9" o MOUNTING HOLES I 23''h"-- 13" WARM I �. AIR- 261,1 OUT OVERALL WITH I 25" MTG. HOLES COOL f AIR IN MOUNTING BRACKETS -! HH 2000-1 In keeping with our policy of continuous product improve- ment we reserve the right to make changes without prior notice. Air Handler/Water Heater Sizing The air handler's heating capability must equal or exceed the (ACCA Method J) heat loss of the structure. The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the air handler's heating coil, when divided by the recovery efficiency of the water heater. Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation information, can be found under the "Installation Information" tab of the Apollo Catalog. 0 Specifications Nom. Htg. Blower Pump 130°F 140°F I 150°F 160°F 170°F Model Min. Water 20,200 24,000 'i, Cap. Motor Motor Elec. Rated Circuit Conn Supply Return Filter Ship Model BTUH' HP HP Char. Amps Ampacity I.D. Conn. Conn. Size"' -- - Wt. Lbs. HB2400-1 24,000 1/4 Yeo 1-60-115v 3.0 15 1/2" 12"Wx17"D 12"x181/8" 14"x20"x1" 79 HB3000-1 30,000 '/4 Yeo 1-60-115v 4.0 15 1/2" 12"Wx17"D 12"x181/8" 14"x20"x1" 86 '3 GPM, 65°F entering air temp. shaded area indicates recommended water heater temperature range. "'Shaded area indicates recommended water heater temperature setting. How Does The Apollo Air Handler Work? They droHeat Air Handler is connected to a conventional heating or heating/cooling thermostat. When the thermo- stat calls for heat, the circulating pump in the air handler begins circulating the warm water from the water heater through the finned tube heating coil of the air handler. The air handlers blower has also been activated and the air passing over the heating coil is heated and blown into the home through the duct system. When the thermostat is satisfied, the pump and blower both stop. CFM -VS -STATIC Model ESP .1 .2 .3 .4 .5 HB 2400-1 High Speed 91.0. 900 855 805 715 HB 3000-1 Low Speed 800 765 725 690 600 In keeping with our policy of continuous product improvement we reserve the right to make changes without prior notice. TOP 0 SERVICE 1 SUPPLY 9 ACCESS RETURN 12" 14" PANEL I 0 1 �f-1I 3834i 2011 2" 18%" 311W 1 20'h" 1 ( e Tl - I SERVICE I 12" RETURN ACCESS 9% SUPPLY 14" 1 PANEL I ° \ 1 Air Handler/Water Heater Sizing BOTTOM The air handler's heating capability must equal or exceed the (ACCA Method J) heat loss of the structure. The water heater should.be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the air handlers heating coil, when divided by the recovery efficiency of the water heater. Assistance in sizing can be obtained from yourApollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation information, can be found under the "Installation Information" tab of the Apollo Catalog. HB -2/10-88 • • Heating Capacities— E.W.T. 130°F 140°F I 150°F 160°F 170°F Model BTUH HB2400-1 20,200 24,000 'i, 26,500 29,100 31,200 HB3000-1 25,100 30,000 34,200 38,200• 43,200 '3 GPM, 65°F entering air temp. shaded area indicates recommended water heater temperature range. "'Shaded area indicates recommended water heater temperature setting. How Does The Apollo Air Handler Work? They droHeat Air Handler is connected to a conventional heating or heating/cooling thermostat. When the thermo- stat calls for heat, the circulating pump in the air handler begins circulating the warm water from the water heater through the finned tube heating coil of the air handler. The air handlers blower has also been activated and the air passing over the heating coil is heated and blown into the home through the duct system. When the thermostat is satisfied, the pump and blower both stop. CFM -VS -STATIC Model ESP .1 .2 .3 .4 .5 HB 2400-1 High Speed 91.0. 900 855 805 715 HB 3000-1 Low Speed 800 765 725 690 600 In keeping with our policy of continuous product improvement we reserve the right to make changes without prior notice. TOP 0 SERVICE 1 SUPPLY 9 ACCESS RETURN 12" 14" PANEL I 0 1 �f-1I 3834i 2011 2" 18%" 311W 1 20'h" 1 ( e Tl - I SERVICE I 12" RETURN ACCESS 9% SUPPLY 14" 1 PANEL I ° \ 1 Air Handler/Water Heater Sizing BOTTOM The air handler's heating capability must equal or exceed the (ACCA Method J) heat loss of the structure. The water heater should.be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the air handlers heating coil, when divided by the recovery efficiency of the water heater. Assistance in sizing can be obtained from yourApollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation information, can be found under the "Installation Information" tab of the Apollo Catalog. HB -2/10-88 • • HYDRoH, FATIHBSerieS Heating Only Multi -Position Heating Systems Vertical (upflow or clownflow), Horizontal (right or left) or Counter flow Heating Capacities 20,000 through 30,000 BTUH The HB Series is the most economical answer to the builders needs for heating. This superior new heating system has one- third as many parts as a heat pump, making it virtually maintenance free. Itis designed and tailored with heating capacities to fit from single family homes up to the multi -family market. Check these Quality Features • i (� • Heating coils with copper tubes and alumi- num fins. _ • Circulator pump with stainless steel or plastic —. impeller and bronze housing. Front Y 0 Matched mounted for ease of access. Components • Pump relay and blower relay. • Two speed direct drive blower/motor as - Apollo self cleaning sembly. water heaters are • 115/24 volt transformer a desiggned for use with • Painted, insulated zinc coated steel cabinet the'40110 air handler (one piece wraparound). HydraSwid Super 5050 Hydro5wid 5050 Dired Vent 5050 systems. • Copper sweat connections for heating coil 85% EFficienl 76% Efficient 76% Efficient I • Service/isolation valves for pump. o� • External filter rack available. SIX14) 9 Ten -Year Limited Warranty on Heating Coil. 00 0• One -Year Limited Warranty on Parts. ''1°�,�q�a "'• All models are listed under one or more of UL ARL SBCO BOCA IAPMO the organizations shown. dio HydroHeat & Cooling • Cumberland Street, Ashland City, TN 37015 A DIVISION OF STATE INDUSTRIES, ASHLAND CITY, TN is • .HyDRoHEAT'.'AHWSedes Multi -Position Heating Systems Vertical or Horizontal Right Hand Air Flow Heating Capacities 39,000 through 41,500 BTUH Evaporator (Cooling Coil) Available in 21/2 or 3 Ton Capacities The AHW Series is the most economical answer to the builder's needs for heating, with cooling coils available. This superior new heating system has one-third as many parts as a heat pump, making it virtually maintenance free. It is designed and tailored with heating and cooling capacities to fit from single family homes up to the multi- family market. Check these Quality Features • Heating coils with copper tubes and aluminum fins. • Circulator pump with stainless steel or plastic impeller and bronze housing. Front mounted for ease of access. • Pump relay and blower relay. • Two speed direct drive blower/motor assembly. • 115/24 volt transformer • Painted, insulated zinc coated steel cabinet (one piece wraparound). • Copper sweat connections for heating coil and cooling coil. • Service/isolation valves for pump. • Internal filter. • Ten -Year Limited Warranty on Heating Coil. • Five Year Limited Warranty on Evaporator Coil. • One Year Limited Warranty on Parts. • All models are listed under one or more of the organiza- tions shown below. /4 � s � Matched Components Z' Apollo self cleaning water heaters are designed for use with " a the Apollo air handler Hydro Swirl Super 5050 HydroSwW 5050 Direct bent 5050 systems. 85% Efficient 76% Efficient 76% Efficient U"U' i� ry x900 UL SBCCI a 4 BOCA IAPMO 0110 HydroHeat & Cooling • Cumberland Street, Ashland. City. TN 37015 A DIVISION OF STATE INDUSTRIES, ASHLAND CITY, TN Specifications '140° E.W.T., 3 GPM, CFM as follows: I XX AHW-313-1100 CFM, 30 AHW-1000 CFM, 36 AHW-1100 CFM, 65° Entering air temp. "Nom. Cooling @ 450 suction temp, 800 DB, 670 WB return air, rated CFM. Nom. Nom. E.W.T. 130°F 140°F 150°F 160T 170T XXAHW-3B 36,000 41,500 47,000 52,500 58,000 Htg. Cool 39,000 44,000 Blower Pump 36AHW-3B 36,000 Min. Water R-22 Ship Cap., Cap., Nom. E.S.P. Motor Motor Elec. Rated Circuit Conn O.D. Wt: o Unit Supply Return Model - BTUH' BTUH" CFM HP HP har. C Am s Am ac' FPT LUSL Lbs. Dim. Conn. Conn. 0.1 0.2 0.3 0.4 XXAHW 41,500 — 1,100 1150 1110 110551990 1/4 1/20 1-60-115v 5.5 15 3/4" — 120 20"Wx 18"x16" 14"08" -313 20"D x 42"H 30AHW 39,000 30,000 1,000 10851025 965 900 1/4 1/20 1-60-115v 5.5 15 3/4" 3/e 8" 132 20"Wx 18"x16" 14"x18" _3B 20"D x 42"H 36AHW 41,500 36,000 1,100 1120 10701005 940 1/4 1/20 1-60-115v 5.5 15 3/a" 3/e/5/e" 13620"Wx 18"x16" 14"x18" -313 20"D x 42"H '140° E.W.T., 3 GPM, CFM as follows: I XX AHW-313-1100 CFM, 30 AHW-1000 CFM, 36 AHW-1100 CFM, 65° Entering air temp. "Nom. Cooling @ 450 suction temp, 800 DB, 670 WB return air, rated CFM. '3 GPM, Nom. CFM, 65'F entering air temp. shaded area indicates recommended water.heater temperature range How Does The Apollo Air Handler Work? The HydroHeat Air Handler is connected to a conventional heating or heating/cooling thermostat. When the thermos- tat calls for heat, the circulating pump in the air handler begins circulating the warm water from the water heater through the finned tube treating coil of the air handler. The air handler's blower has also been activated and the air passing over the heating coil is heated and blown into the home through the duct system. When the thermostat is satisfied, the pump and blower both stop. T-20" SUPPLY 116"' 20" 00 0 0 SERVICE 42" ACCESS 0 00 —14" - --I ET o" 1" 1 In keeping with our policy of continuous ment we reserve the right to make char notice. Air Handler/Water Heater Sizing The air handler's heating capability must equal or exceed the (ACCA Method J) heat loss of the stru The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must the capacity of the air handler's heating coil, when divided by the recovery efficiency of the water F Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems includes installation and operation information, can be found under the "Installation Information" 1 Catalog. I • prior ual or exceed ler. idbook which • of the Apollo AHW-4-1.88 Heating Capacities* E.W.T. 130°F 140°F 150°F 160T 170T XXAHW-3B 36,000 41,500 47,000 52,500 58,000 30AHW-3B 34,000 39,000 44,000 49,000 54,500 36AHW-3B 36,000 41,500 47,000 52,500 58,000 '3 GPM, Nom. CFM, 65'F entering air temp. shaded area indicates recommended water.heater temperature range How Does The Apollo Air Handler Work? The HydroHeat Air Handler is connected to a conventional heating or heating/cooling thermostat. When the thermos- tat calls for heat, the circulating pump in the air handler begins circulating the warm water from the water heater through the finned tube treating coil of the air handler. The air handler's blower has also been activated and the air passing over the heating coil is heated and blown into the home through the duct system. When the thermostat is satisfied, the pump and blower both stop. T-20" SUPPLY 116"' 20" 00 0 0 SERVICE 42" ACCESS 0 00 —14" - --I ET o" 1" 1 In keeping with our policy of continuous ment we reserve the right to make char notice. Air Handler/Water Heater Sizing The air handler's heating capability must equal or exceed the (ACCA Method J) heat loss of the stru The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must the capacity of the air handler's heating coil, when divided by the recovery efficiency of the water F Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems includes installation and operation information, can be found under the "Installation Information" 1 Catalog. I • prior ual or exceed ler. idbook which • of the Apollo AHW-4-1.88 • HY' D'RoHEATW Series In -The -Wall Heating Systems Heating Capacities BTUH/Hr 20,000 through 30,000 Evaporator (Cooling Coil) Available in 1, 11/2 or 2 Ton Capacities The W Series is the most economical answer to the builder's needs for heating, "In -the -Wall" with cooling coils available. This superior new heating system has one-third as many parts as a heat pump, making it virtually maintenance free. It is designed and tailored with heating and cooling capacities to fit from single family homes up to the multi -family market. Check these Quality Features • Heating coils with copper tubes and aluminum fins. • Circulator pump with stainless steel or plastic impeller and bronze housing. Front mounted for ease of access. • Pump relay and blower. relay. • Two speed direct drive blower/motor assembly. • 115/24 volt transformer • Painted, insulated zinc coated steel cabinet (one piece wraparound). • Copper sweat connections for heating coil, cooling coil and conden- sate drains. • Service/isolation valves for pump. •.1" throwaway type air filter. • Ten-year Limited Warranty on Heating Coil. • Five-year Limited Warranty on Evaporator Coil. • One-year Limited Warranty on Parts. • All models are isted under one or more o the organizations shown below. &Wklel Matched Components Apollo self cleaning water heaters are designed for use with the Apollo air handler systems. (a.@ao, LISTED ETL SBCCI BOCA IAPMO AAA, �te oil A i•,• y • HydroHeaL & Cooling Cumberland Street, Ashland City. TN 37015 A DIVISION OF STATE INDUSTRIES, ASHLAND CITY, TN �— It Vol `i HydroSwid Super 5050 HydroSwid 5050 Direct Vent 85% Efficient 76% Efficient 76% Efficier Matched Components Apollo self cleaning water heaters are designed for use with the Apollo air handler systems. (a.@ao, LISTED ETL SBCCI BOCA IAPMO AAA, �te oil A i•,• y • HydroHeaL & Cooling Cumberland Street, Ashland City. TN 37015 A DIVISION OF STATE INDUSTRIES, ASHLAND CITY, TN Specifications Model Nom. Htg. Cap., BTUH' Nom. Cool Cap., BTUH" Nom. CFM Blower Motor HP Pump Motor HP Elec. Char. Rated Ams Min. Circuit Ampacity Water Conn I.D. R-22 O.D. LUSL Supply Conn. Filter Size Ship. Wt. Lbs. W-20-1.0 20,000 12,000 425 1/5 1/20 1-60-115v 2.5 15 1/2" '/a/5/s" 12'%10'/4"D 16"x20"x1" 87 W-26-1.5 26,000 18,000 650 1/4 1/20 1-60-115v 3.0 15 '/i' '/a/5/a" 12"Wx10'/a"D 16"x20"x1" 92 W-30-2.0 30,000 1 24,000 1 800 1/4 1/20 1-60-115v 1 4.0 15 1 1/2" 3/e/5/e"12"W00'/a"D 16"x20"x1" 96 '3 GPM, Nom. CFM, 65°F entering air temp. shaded area indicates recommended water heater temperature range How Does The Apollo Air Handler Work? The HydroHeat Air Handler is connected to a conventional heating or heating/cooling thermostat. When the thermos- tat calls for heat, the circulating pump in the air handler begins circulating the warm water from the water heater through the finned tube heating coil of the air handler. The air handler's blower has also been activated and the air passing through the heating coil is heated and blown into the home through the duct system. When the thermos- tat is satisfied, the pump and blower both stop. In keeping with our policy of continuous product improve- ment we reserve the right to make changes without prior notice. - CFM vs Static Heating Capacities* ESP .05 E.W.T. 120°F 130°F 140°F 150°F 160°F Model W-20-1.0 LO SPD BTUH 490 470 W-20-1.0 16,300 19,000 21,800 23,900 25,400 W-26-1.5 19,300 23,000 26,800 29,800 33,300 W-30-2.0 22,200 25,700 31,000 35,100 38,400 '3 GPM, Nom. CFM, 65°F entering air temp. shaded area indicates recommended water heater temperature range How Does The Apollo Air Handler Work? The HydroHeat Air Handler is connected to a conventional heating or heating/cooling thermostat. When the thermos- tat calls for heat, the circulating pump in the air handler begins circulating the warm water from the water heater through the finned tube heating coil of the air handler. The air handler's blower has also been activated and the air passing through the heating coil is heated and blown into the home through the duct system. When the thermos- tat is satisfied, the pump and blower both stop. In keeping with our policy of continuous product improve- ment we reserve the right to make changes without prior notice. - CFM vs Static Model ESP .05 .10 .15 .20 .25 .30 .35_ .40 W-20-1.0 LO SPD 510 490 470 450 430 400 380 355 LO 725 700 685 675 665 650 630 610 SPD W-26-1.5 HI 905 880 855 820 770 740 720 710 SPD LO 765 735 715 700 685 675 655 620 W-30-2.0 SPD HI 920 900 880 855 795 750 735 725 SPD NOTE: FRAMING OPENIP IS 19'/." x 41" COMMENCING 12" to 16" ABOVE THE FLOOR. �- 17" Air Handler/Water Heater Sizing PENETRATIONS FOR WATER PIPING PENETRATIONS FOR REFRIGERANT PIPING The air handler's heating capability must equal or exceed the (ACCA Method J) heat loss of the structure. The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the air handler's heating coil, when divided by the recovery efficiency of the water heater. Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation information, can be found under the "Installation Information" tab of the Apollo Catalog. W-6-1-88 0 • • HydroHeat 5010 YDR EAT Residential Gas Water Heater with Foam Insulation • 40 and 50 Gallon Storage Capacity Natural and Propane (L.P.) Gas Input BTU/Hr: 40;000 through 52,500 Natural and Propane (L.P.) Gas Five-year Limited Warranty on Tank and Parts Compared to a standard fiberglass insulated water heater of the some capacity, the HydroHeat 5010 models furnish more hot water per hour sand offer 76% recovery efficiency. Apollo Comfort Products offers this HydroHeat 5010 gas water heater for any system requiring the addition of recirculating hot water loop. All models are equipped with side -mounted recirculating taps and valves. r� U Check these Quality Features • Competitively Priced • Side -mounted tapping and valves for recirculating system. • Foam Insulation retains heat 2'/z times better than standard fiberglass insulation. • Aluminized Steel Multi -Port Burner for quiet, efficient combustion. • Energy -Saving Pilot. • ' Nylon Drain Valve eliminates electrolytic corrosion. • Glasslined Tank for years of rust -free operation. • Automatic Temperature Control, with four settings for plenty of hot water at a desired temperature. • A.G.A. Design Certified E.C.O. (Energy Cut -Off). • Maximum hydrostatic working pressure is 150 psi. • Five-year limited tank warranty. Complete details on these warranties available at your nearest Apollo sales office. • Temperature -Pressure Relief Valve. Matched s i Components Apollo Air Handlers are designed for use with the Apollo H droSwirl " Super 5050 self-cleaning HB Series VB Series water heaters. Air Handler Air Handler AGA i SSCCI BCCA UPMO HydroHeat ,Cooling Cumberland Street. Ashland City, TN 37015 A DIVISION OF STATE INDUSTRIES, ASHLAND CITY. TN Specifications HydroHeat 5010 Residential Gas Water Heater with Foam Insulation Recoveries are rounded to nearest gallon. tProvision for 3" or 4" flue pipe. Water Heater/Air Handler Sizing The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the air handler's heating coil, when divided by the recovery efficiency of the water heater. The air handler's heating capability must equal or exceed the (ACOA Method J) heat loss of the structure. Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation information, can be found under the "Installation Information" tab of the Apollo Catalog. In keeping with our policy of continuous product improve- ment we reserve the right to make changes without prior notice. HOT WATERANODE ROD SUPPLY CONNECTION o COLD WATER (s1/: NPT) aQo SUPPL(C OINN CTION G P—D • T8P H ® 'HOT OUTLET TO INLET FOR HH131788 • Gallon Dimensions in Inches Shipping Weight First Hour Recovery BTUH Energy Model Number Capacity Model Number Capacity A B C D E F G H J (Lbs.) A5AO-40.ONBRT 40 621/2 58 18 t3-4 523/4 15 8 603/4 241/2 154 A5-40-52.5NRRT 40 631/4 591/2 18 4 533/4 15 8 62'/4 241/2 162 A5-50-52.5NRRT 50 621/2 583/4 20 4 523/4 15 8 611/4 241/2 183 A5AO-40.OPBRT 40 621/2 58 18 t3-4 523/4 15 8 603/4 241/2 154 A5-40-52.5PRRT 40 631/4 591/2 18 4 523/4 15 8 621/4 241/2 162 A5-50-52.5PRRT 50 621/2 583/4 20 4 523/4 15 8 611/4 241/2 183 Recoveries are rounded to nearest gallon. tProvision for 3" or 4" flue pipe. Water Heater/Air Handler Sizing The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the air handler's heating coil, when divided by the recovery efficiency of the water heater. The air handler's heating capability must equal or exceed the (ACOA Method J) heat loss of the structure. Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation information, can be found under the "Installation Information" tab of the Apollo Catalog. In keeping with our policy of continuous product improve- ment we reserve the right to make changes without prior notice. HOT WATERANODE ROD SUPPLY CONNECTION o COLD WATER (s1/: NPT) aQo SUPPL(C OINN CTION G P—D • T8P H ® 'HOT OUTLET TO INLET FOR HH131788 • Gallon BTUH Recovery Degree Rise First Hour Recovery BTUH Energy Model Number Capacity Input 1000 900 60° Rating Efficiency Output Factory A5-40-40.ONBRT 40 40,000 37 41 61 69 76% 30,400 .57 A5-40-52.5NRRT 40 52,500 48 54 81k 80 76% 39,900 .54 A5-50-52.5NRRT 50 52,500 48 54 81j 87 76% 39,900 .52 A5AO-40.OPBRT 40 40,000 37 41 61 69 76% 30,400 ' .57 A5-40-52.5PRRT 40 52,500 48 54 81 80 76% 39,900 .54 A5-50-52.5PRRT 50 52,500 48 54 81 87" 76% 39,900 .52 Recoveries are rounded to nearest gallon. tProvision for 3" or 4" flue pipe. Water Heater/Air Handler Sizing The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the air handler's heating coil, when divided by the recovery efficiency of the water heater. The air handler's heating capability must equal or exceed the (ACOA Method J) heat loss of the structure. Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation information, can be found under the "Installation Information" tab of the Apollo Catalog. In keeping with our policy of continuous product improve- ment we reserve the right to make changes without prior notice. HOT WATERANODE ROD SUPPLY CONNECTION o COLD WATER (s1/: NPT) aQo SUPPL(C OINN CTION G P—D • T8P H ® 'HOT OUTLET TO INLET FOR HH131788 • RFC Series HYDRoHFATMUIN-Positio'n Heating Systems • "' '" 'Vertical or Horizontal Air Flow Heating Capacities up to 57,500 BTUH C7 0 The RFC Series is the most economical answer to today's needs for heating. This superior new heating system is virtually maintenance free. It is designed and tailored with heating capacities to fit from single family homes up to the multi -family market. Ideal for the retrofit market. 4 &�v�te w la. HydroSwid Super 5050 HydroSwid 5050 Direct Vent 5050 85% Efficient 76% Efficient 76% Efficient ' o SBCCI BOCA Matched Components Apollo self cleaning water heaters are designed for use with the Apollo air handler systems. 4! HydroHeat & Cooling Cumberland Street, Ashland City, TN 37015 A DIVISION OF STATE INDUSTRIES, ASHLAND CITY, TN Check these Quality Features • Copper/Aluminum construction • Built in control relay • Drive cleats supplied on short side of coil • 3/4" F.P.T. pipe connections • Built in manual air vent • Isolation valves on pump 0 Ten -Year Limited Waeranty on Heating Coil Specifications BTUH 60,000 50,000 40,000 30,000 20,000 10,000 BTUH 60,000 50,000 40,000 30,000 20,000 10,000 BTUH 60,000 50,000 40,000 30,000 20,000 10,000 RFC 1520 CFM 90 1250 1000 750 500 250 150 100 110 120 130 140 150 160 170 180 ENTERING WATER TEMPERATURE RFC 2025 750 500 400 300 200 90 100 110 120 130 140 150 160 170 180 ENTERING WATER TEMPERATURE RFC 2030 750 500 90 100 110 120 130 140 150 160 170 180 ENTERING WATER TEMPERATURE Coil/Water Heater Sizing The coil's heating capability must equal or exceed the (ACCA Method J) heat loss of the structure. The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the heating coil, when divided by the recovery efficiency of the water heater. Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation infor- mation, can be found under the "Installation Information" tab of the Apollo Catalog. How Does The Apollo Coil Work? The HydroHeat Coil is connected to a conven- tional heating or heating/cooling thermostat. When the thermostat calls for heat, the cir- culating pump on the coil begins circulating the warm waterfrom the water heaterthrough the finned tube heating coil. The blower has also been activated and the air passing through the heating coil is heated and blown into the home through the duct system. When the thermostat is satisfied, the pump and blower both stop. Dimensions Inches RFC AIR FLOW/PRESSURE DROP INCHES OF WATER COIL MODEL AT 500 CFM AT 750 CFM AT AT AT AT 1000 CFM 1250 CFM 1500 CFM 1750 CFM RFC 1520T .039 .081 .135 .201 — — RFC 2025T .016 .033 .054 .082 .112 .148 RFC 2030T .011 .024 .039 .060 .084 .115 Coil/Water Heater Sizing The coil's heating capability must equal or exceed the (ACCA Method J) heat loss of the structure. The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the heating coil, when divided by the recovery efficiency of the water heater. Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation infor- mation, can be found under the "Installation Information" tab of the Apollo Catalog. How Does The Apollo Coil Work? The HydroHeat Coil is connected to a conven- tional heating or heating/cooling thermostat. When the thermostat calls for heat, the cir- culating pump on the coil begins circulating the warm waterfrom the water heaterthrough the finned tube heating coil. The blower has also been activated and the air passing through the heating coil is heated and blown into the home through the duct system. When the thermostat is satisfied, the pump and blower both stop. Dimensions Inches Weight in Lbs. Model H W D OW Water Conn. F.P.T. Unit Ship Wt. Wt. RFC 1520T 15 20 6'/,s 297/8 3/4"27 34 RFC2025T 20 25 6'/is 341/8 3/4° 33 40 RFC2030T 20130 6'/1s 397/e 3/4" 3643 In keeping with our policy of continuous pro 0 duct improvement we reserve the right to make changes without p6orinotice. i RFC -8-1-88 • • Day&Night A day -&I Air Conditioning ELECTRIC Model 593A nightCONDENSING UNITS Sizes 018 thru 060 Indianapolis, IN City of Industry. CA PRELIMINARY PRODUCT DATA NOTE: Use the information in this publication for preliminary reference only. Model 593A Energy -Efficient Condensing Units incorporate innovative technology to provide quiet, reliable summer cooling performance. Built into these units are the features most desired by Homeowners today. SEER ratings of at least 10.0 when used with components as designed by manufacturer. FEATURES ELECTRICAL RANGE—All units are offered in 208/230 - volts single phase only. WIDE RANGE OF SIZES—Available in seven nominal sizes from 018 thru 060 to meet the needs for residential and com- mercial applications. WEATHER -PROTECTIVE CABINET—Steel is protected with a heavy coating commonly called "galvanizing," then coated with a layer of zinc phosphate to which a coat of alkyd melamine enamel is applied and baked -on. This pro- vides each unit with a hard, smooth finish that will last for many years. All screws on cabinet exterior are coated for a long-lasting, rust -resistant, quality appearance. TOTALLY ENCLOSED FAN MOTOR—Means greater reli- ability under rain and snow conditions, dependable perform- ance for many years. Permanent -split -capacitor -type motors provide more economical operation. UNIT DESIGN—Copper tube, enhanced aluminum fin coil is designed for optimum heat transfer. Vertical air discharge carries sound and hot condensed air up and away from adja- cent patio areas and foliage. New Heat Pump style drain pan for easy removal of water, dirt and leaves. APPLICATION VERSATILITY—The 593A can be combined with a wide variety of evaporator coils and blower packages to provide quiet, dependable comfort. Unit can be installed on a roof or at ground level on a slab. EXTERNAL SERVICE VALVES—Both service valves are brass, back seating type with sweat connections. Valves are externally located so refrigerant tube connections can be made quickly and easily. Each valve has a service port for ease of checking operating refrigerant pressures. EASY SERVICEABILITY—One access panel provides access to electrical controls and compressor. Removal of top gives access to fan motor and coil. COMPRESSOR PROTECTION—Each compressor is pro- tected with internal temperature- ,and current -sensitive overloads. An internal pressure relief valve provides high- pressure protection to the refrigerant system. For improved serviceability each compressor is equipped with a compres- sor terminal plug. Form No. PDS 593A.18.1 D AIR OISCMARGE AIR IN 1. Allow two and one half feet (762) clearance to service end of unit, four feet (1219) above unit, six inches on one side (152), one foot (305) on remaining sides, and two feet (610) between units for proper airflow. 2. Minimum outdoor operating ambient of 550F (unless Low Ambient Control is used). 3. Dimensions in parentheses are in millimeters. AIR IN y S/ 3/8'D.(9.5) KNOCKOUTS • e (2) PLACES rl IISr ` ^• YA II AIR DISCHARGE AIR IN FIELD POWER SUPPLY CONN. 8 ` 11 01 C(22.22) HOLE KITH \ 'T" 2 1/2•�I / 13/3&L SIZES)060SIZES KOUT ` I .I I AIR DISCHARGE (63.7) I / 1231 1.1).(34.53) KNOCKOUT `Iil I(39 of '036G&W 060 SIZES ONLY) `� I i 2F.ELD CONTROL SUPPLY CONN. ACCESS /6' D. (22.22) HOLE PANEL 1 O• K •1\ li I\I /\. H OIA.SUCTION LINE 3/8"OIA.(9.53) m A LIQUID LINE G F J 1019/3z' E f D (265.8) ITovill UNIT MOUNTING PATTERN VIEW FROM TOP J 1 32.0) 11 3/e" (4A.fi) I TABLE UNIT A 593AO24 8 SERIES I C A 0 ELECTRICAL Unit Volts -Hertz -Phase E F G H J 187-253 I K 187-253 SIZE (FEET/INCHES) (mm) (FEET/INCHES) (mm) (FEET/INCHES) (mm) (INCHES) (mm) (INCHES) (mm) (FEET/INCHES) (mm) (FEET/INCHES) (mm) (INCHES) (mm) (INCHES) (mm) (INCHES) (mm) 593AO18 2'-1-27/32" 9.7 1 2'-6" 762.0 2'-8-31/32" 837.5 5.1/32 127.9 9-41/64" 245.0 1'-3-29/32" 404.2 1'-10-21/64" 567.2 5/8 15.88 2-23/64" 59.9 8-5/32" 207.3 593AO24 2'-7-27/32" 2'-6" 762.0 2'-8-31/32" 837.5 5.1/32" 127.9 9-41/64" 245.0 1'-9-29/32" 556.6 2'-4-21/64" 719.6 5/8 15.88 2-23/64" 59.9 8-5/32" 207.3 593AO30 2'-7-27/32" 12.0 r 2'-6" 762.0 2'-8-31/32" 837.5 5-1/32" 127.9 9.41/64" 245.0 1'-9-29/32" 556.6 2'-4-21/64" 719.6 3/4 19.05 2.23/64" 59.9 8-5/32" 207.3 593AO36 3'-1-27/32" F961.2 2'-6" 762.0 2'-8-31/32" 837.5 5.1/32" 127.9 9-41/64" 245.0 2'-3-29/32" _709.0 2'-10.21/64" 872.0 7/8 22.22 2.57/64" 73.4 8-5/32" 207.3 593AO42 2'-7.27/32" 2'-6" 762.0 2'-8-31/32" 837.5 5-1/32" 127.9 9-41/64" 245.0 1'-9-29/32" 556.6 2'-4-21/64" 719.6 7/8 22.22 2-57/64" 73.4 8-5/32" 207.3 593AO48 3'-1-27/32" 2'-6" 762.0 2'-8.31/32" 837.5 5-1/32" 127.9 9-41/64" 245.0 2'-3-29/32" 709.0 2'10-21/64" 872.0 7/822.22 5-57/64" 73.4 8-5/32" 207.3 593A0603'-1-27/32" 3'-2-37/64" 979.9 3'-6-3/64" 1067.9 7-3/32" 180.0 12-3/32" 307.3 2'-3-29/32" 709.0 2'-10-21/64 872.0 7/8 22.22 1 2-57/64" 73.4 8-17/32" 216.8 SPECIFICATIONS MODEL ( 593AO18 593AO24 593A030 SERIES I A A A ELECTRICAL Unit Volts -Hertz -Phase 208/230-60-1 208/230-60-1 208/230-60-1 Operating Voltage Range 187-253 187-253 187-253 Compressor -Rated Load Amps 8.8 11.2 13.6 Locked Rotor Amps 52.0 61.0 65.0 Condenser Fan Motor -Full Load Amps 0.9 0.9 0.9 Total Units Amps 1 9.7 12.1 14.5 ' Min Unit Ampacity for Wire Sizing 11.9 14.9 17.9 ' Min Wire Size (750 Copper) AWG' 14 14 12 ' Max Branch Circuit Fuse Size COMPRESSOR 20 25 30 , Compressor -Type & RPM Hermetic 3450 I Temperature & Current Protection Internal Line Break Refrigerant -Type & Amount R22-4 lbs 4 oz R22-5 lbs 14 oz R22-6 lbs 0 oz Refrigerant Lines (inch ODF) Vapor & Liquid (up to 50 feet) CONDENSER• 5/8 & 1/4 5/8 & 3/8 3/4 & 3/8 Coil -Height x Width (Sq Ft) 12.0 15.0 15.0 ' Rows Deep & Fins Per Inch 1 &20 1 &20 1 &20 Fan Motor -HP, Type, GRPM 1/8 PSC & 820 1/8 PSC & 820 1/8 PSC & 820 Volts -Hertz -Phase 208-230-60-1 Fan -Diameter 22 22 22 Condenser Airflow (Cfm) 2500 2500 2500 See Note on Bottom of Page 3. i ac -2- • I �I 00 - • SPECIFICATIONS MODEL 593AO18 593A024 593AO30 SERIES OPTIONAL EQUIPMENT A A A COMPROTEC° 208/230-60-1 313909-751 208/230-60-1— Quick -Start Capacitor -Relay Kit 313912.756 T 313912-752 313912-757 Low -Pressure Switch Kit 16.9 31 391 1-751 28.1 High -Pressure Switch Kit 82.0 313910.751 135.0 Thermostatically Controlled Crankcase Heater 313904-751 N/A N/A PTC Start Assist 18.3 313907-751 N/A Support Feet Kit -4 inch 22.5 313916-701 1 36.5 Indoor Fan Time Delay Relay 10 313902.751 8 Sound Blanket Kit 35 312991-751 N/A Indoor Thermostat and Subbase (Manual) HH07AT183 Indoor Thermostat (Auto) HH07AT182 Thermostat Subbase (Auto) R22-6 lbs 7 oz HH93AZ176 R22-15 Ibs 0 oz 00 Low Ambient Controller 718 & 3/8 313917-401 Coil—Height x Width (Sq Ft) 00 Low Ambient Motort 15.0 18.0 HC36GE230 Rows Deep & Fins Per Inch . SPECIFICATIONS MODEL 593AO36 593AO42 I 593AO48 593A060 SERIES ELECTRICAL A I A I A I A Unit Volts—Hertz—Phase 208/230-60-1 208/230-60-1 208/230-60-1 208/230-60-1— Operating Voltage Range 187-253 187-253 187-253 187-253 Compressor—Rated Load Amps 16.9 19.2 22.3 28.1 Locked Rotor Amps 82.0 93.0 127.0 135.0 Condenser Fan Motor—Full Load Amps 1.4 1.4 1.4 1.4 Total Units Amps 18.3 20.6 23.7 29.5 Min Unit Ampacity for Wire Sizing 22.5 25.3 1 29.3 1 36.5 Min Wire Sizing (75° Copper) AWG* 10 10 10 8 Max Branch Circuit Fuse Size COMPRESSOR 35 40 50 60 Compressor—Type & RPM Hermetic 3450 Temperature & Current Protection Internal Line Break Refrigerant—Type & Amount R22-6 lbs 7 oz R22-11 lbs 0 oz R22-11 lbs 8 oz R22-15 Ibs 0 oz Refrigerant Lines (inch ODF) Vapor & Liquid (up to 50 feet) CONDENSER• 718 & 3/8 718 & 318 1-118 & 3/8 Coil—Height x Width (Sq Ft) 18.0 15.0 18.0 20.5 Rows Deep & Fins Per Inch . 1 &25 2 & 20 2 & 20 2 & 20 Fan Motor—HP, Type, & RPM 1/4 PSC & 1100 1/4 PSC & 1100 1/4 PSC & 1100 1/5 PSC & 1100 Volts—Hertz—Phase' 208-230-60-1 Fan—Diameter 22 22 1 22 26 Condenser Airflow (Cf m) OPTIONAL EQUIPMENT 3000 3000 1 3000 3800 COM PROTECID 313909.751 Quick -Start Capacitor -Relay Kit 313912-755 313912-755 1 313912-755 N/A Low -Pressure Switch Kit 313911-751 High -Pressure Switch Kit 313910-751 Support Feet Kit -4 inch 313916-701 Indoor Fan Time Delay Relay 313902-751 Indoor Thermostat and Subbase HH07AT183 Indoor Thermostat (Auto) HH07AT182 Thermostat Subbase (Auto) HH93AZ176 00 Low Ambient Controller 313917.401 00 Low Ambient Motort HC40GE230 HC38GE230 NOTE: Use copper wire only between disconnect switch and unit. See unit Installation Instructicns for proper installation. tConsult 00 Low Ambient Installation Instructions for application. *If other than 75°C copper wire is used, size can be determined from unit ampacity given in above table and applicable table of National Electric Code. Wire size selected must have current capacity not less than that of copper wire specified and must not create a voltage drop between services panel and unit in excess of 2% of unit rated voltage. -3- Day&Night Air Conditioning Indianapolis. IN City of Industry. CA Carrier Corporation —4— • SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE • UNIT MUST BE INSTALLED IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS Catalog No. DN -3259-300 PRINTED IN U.S.A. 7188 i PERMIT NO. r P E M M cr r 1 -y MH uTIL. 1638-74P, E IDERMIT NO. PERMIT EXPIRES )WNER Connie Rodrigue$ .11 -ONTR. Owner OCATION (A.P. 27-04-4 ) ) i mi, off SIS Lwr. Wynd. Rd., E. i of Upper -Palermo Rd. r i 54 1 i . r i 7 f - .r Temp. Power Pole Called PG&E Temp. Elea Serv. Called PG&E TempL Gas Serv. { Called PG&E .. r JOB / FINALED (Dat / ` Signatu e) Heinf. Steel COUNTY OF BUTTE — DEPARTMENT Or PUBLIC WORKS BUILDING INSPECTION RECORD Fixtures BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation'' Patio 'FIREPLACE Final Footings Footing ELECTRICAL Heinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground j Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS m 66� Q COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORIQ County Center Drive — Orovi Ile, California 95965 Telephone: 5134-4541 (/�/� ��✓5 APPLICATION AND PERMIT aurnunce rupresentanves of the County of Butte to enter upon the above-mentioned property fo ection purposes. X < e Signature of er itee or Agent Receipt No. 1Z- Q Z;4 I White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS BY Date S - 3 L 7q Bu' ding permit expires Date................��.3�.�7J BUILDING Owner ; . SQ. FT. OCC. BUILDING VALUATION Mailing Address Telepho a No. r3 _ / Fireplace Contractor � Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 -���o - Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 1-143' s•r"` Each gas water heater or vent 1.50 P. No. g Gas piping system 1 - 5 outlets . 1.50 / Each additional outlet .30 I�E$s t on' Fire De t. Fire Zone Use Permit Building sewer 5.00 EQA Parking Parcel Plans Declaration Parcel Ma P 60' R/W rovem Im is P Lawn sprinkler system 2.00 JA.CCPermit .Plans Recd esror Par royal I Pla pproval Fee $ $ d �` NEW ❑ ADDITION ❑ UTILITIES-® OTHER ❑ ELECTRICAL No• @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter ps' Additional meters, each 1.00 Single Family ❑ Duplex ❑ Mobil Home 141 Others ❑ Sub -panel (12 or less) (morethan'12) Range, Cook -top or Oven 1.00 , �® /��_ 7 Water Heater or Space Heater 1.00 Light fixtures b20 alpd10 G Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. di sp. or D.W. 1.00 Air conditioner or heat pump Water pump oz Mobil Home F ciliti s 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring :::J I am exempt from the Contractors License Laws of the State of California. Permit Fee $Al WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. Elhave placed on file with the County of Butte a certificate of 'Workmen's Compensation Insurance. 19I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 TOTAL PERMIT FEE $ •" aurnunce rupresentanves of the County of Butte to enter upon the above-mentioned property fo ection purposes. X < e Signature of er itee or Agent Receipt No. 1Z- Q Z;4 I White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS BY Date S - 3 L 7q Bu' ding permit expires Date................��.3�.�7J This set of plans and specifications MUST be kept on the job: at all ti- mes -'and it is unlawful to. f: make. any changes or alterations on.s. -e without out written permisson from the Department of Publk Works. County of a##— '40TIE: —Alf Materials & -Workmanship Shall Accordance with recognized Good Practices and of a quality prescribed for the Specifie'd use in !the Jniform Building C0 cle, -Uniform Plumbing Code, and the N-4,fional Electrii1cal'., Code The Bldg. Setback shall be 5 ft. trop) the side property line and 5Q ft. from Q the centerline of the road, pprmitting ximu of a�2 ft. ease'dverhang., Septic systern, i1nd location 400 to be ps r _��untyv �H 'toHealth Do Cit igrolrements. V. 4 All ut1litY connections 3) loqatecl�withi 4 ons shall be n ft- Outside the rear t rd se Ion of the mohie . home the I t (road) side ome. f tmobile t ii BUTTE COUNTY BUILDING DEPARTMENI 50. "t-, zf 77tt 1021 e ` TU ACCESS 1 Or?. �qd.2.A2..lf:.4:..,..a c� �,1.=�,L�iSd kopl, wmt dor n' ;/ pareal.ofo,x-lts' id'sul-bified 89 idw.S39 "b. 1�� • �''�� �'�` deal -are 'Qhai 0 --lid Oarp l vas Lz eateG? On 79�..�-S by deed -recorded In BaO& of Off'idial Remrds at pace i �#1e G c 7,09. QA �e Cwl :r• Rec-i'Ja` de- OX" fi�?4 Cb1M°s,y Og' bi3L''c.El9 c^.h�(A s at Z f3.: -at puroh ssd am in "mi .d R-4- cal on or dour 19-Z4— a+, � : L ca:ue s o c �: ar a of ' =CrGs ;tale iwovld cause ma to =tPee -i:t?at, Said pas cal.. may have boon creaced 3.."ho—tt i,h-b access therato required by pat -4 t of p0r j;?' f `.halt tae f'oa Egoinv, is ` rua and Correct. $i:u'i,9d Lii1 ersy C3i - _ ► / l lei �I 14r AG �,�._r�i.G150e�/ $i gled a-djnd., • Y►'j •nv �� !r �'f '_J A better radiant floor heating system starts with a better design. An idea whose time has come. . Radiant floor heating is so simple, you wonder why someone hasn't thought of it before: Tubes are laid out on the subfloor and then embedded in a flowable floor underlayment called Gyp -Crete 2000'"'. Warm water circulates through the tubes, gently heating the Gyp -Crete floor and the room. The fact is, as innovative as this clean, invisible heating system sounds, it's really not new. Radiant floor heating has been around since the ancient Romans and enjoys a proven track record throughout Europe. Now Infloor'm Heating Systems have perfected the concept and made it practical for use in both homes and offices. The perfect thermal mass. Once the tubing is in place, Gyp -Crete 2000 Infloor Blend is poured over the floor. This flowable floor underlayment is specially designed to meet the needs of radiant floor heating. At a depth of only 11/4 inches, it's the thinnest thermal mass available. So when the thermostat calls for heat, expect a fast response time. Unlike concrete, Gyp -Crete 2000 won't crack due to shrinkage. It seals the perimeter of the room while maintaining continuous contact with the tubing. Lightweight Gyp -Crete 2000 encases the tubes in a 1 1/4 -inch layer of noncombustible gypsum. R� Y '� ✓irf'ti ) Concrete can shrink and crack — breaking contact with the tubes. Two 10 -loot by 10 -foot laboratory "houses" were constructed to measure heat distribution in baseboard and radiant floor systems. With Infloor, an even distribution meant less heat loss and more comfort at lower temperature settings. And because Gyp -Crete 2000 is made of noncombustible gypsum, it makes structures more fire resistant. Helps improve sound control, too. Unsurpassed in comfort. To appreciate how effective infloor Heating Systems are, think of the way the sun warms you on a cool, windless day. Where conventional heating systems depend on circulating warm air, Infloor (like the sun) radiates heat directly. The result is a constant, even heat with little or no temperature differ- ence between the floor and ceiling. There are no drafts that tend to cool rooms and aggravate allergies... just pleasantly warm floors silently radiating heat. And with Infloor, the flow of warm water to each room is independently bal- anced. That means you can adjust room temperatures to individual preferences. Energy efficient. Infloor helps save on heating costs in at least three ways: 1) Conventional systems allow heat to collect where it's most likely to escape — at the ceiling and along outside walls. With Infloor, the temperature throughout the room remains nearly constant. This factor alone reduces heat loss by up to 25% when compared to similar homes using conventional heating methods. 2) An Infloor system warms people not just air, so occupants are comfort- able at lower thermostat settings.* 3) Infloor provides temperature zone control. You can reduce the amount of heat flowing to unused rooms. 'Homes and businesses can save 3% on their heating bill for every degree they lower their thermostat. The Infloor Zone Control is designed to be hidden in a six-inch wall cavity. 0 0 0 A system that doesn't Easy to design, limit interior designs. easy to install. With Infloor, the thermostat is the only visible sign of your heating system. Unless a heat -loss analysis calls for supplemental heating, there are no base board units along the wall, no warm -air registers and no cold -air returns. There's nothing in the Infloor system that interferes with the placement of furnishings. The zone control is placed within a 6 -inch wall cavity, often in the back of a closet. Polybutylene tubes are simply stapled to the plywood ► subtloor. Durable pump Infloorb wamplubricated pump never needs oiling. And the stainless steel impeller won't pit, rust or corrode. 1 Precise temperature control A four-way mixing valve between the primary and secondary loops maintains the desired floor temperature. Automatic air venting Capacity for Brass tilting: A valve automatically vents built�up air, supplemental heat Thesei4-inch bras: fi]inis is an eliminating the need for a service call at Even though floor temperature is set by 1101.1 by hand and me or OrE1g seal the start of the heating season. this knob, honer water Is still available for ro leaks. for supplemental heating. \ / Modulardesgn The manifolds are GSernleRo the correct len3th right .n the joo .im. Individual room controls Use the manually adjusted b�ncing valves to supply ma= es neat to: glven mom. Easy connections The %-Inch polybutylene tubing uses a unique Instant. fitting' Nat slips into place, locks tight and wont leak. Digital display ,' Tough tubing Solid-state circuitry helps pinpoint This polybuydene tubing won't problems. And parts replacement is corrode o* electrolyte. 1 resists quicker, due to Infloorb modular scale build-up and Its Imeze componentdesign. tolerant. \ Infloor provides a simple, easy -to - follow manual for designing a hot water radiant floor heating system. Included are formulas for sizing the system, R -values for floor coverings, zoning strategies... everything you'll need to know in a handy reference guide. Installation is easy, too. An authorized mechanical contractor just staples the tubes to the floor in a "counterflow spiral" pattern for even distribution of heat. And all connections can be made with simple tools. Why our system is unlike any other. Versatile — Boilers, heat pumps, solar collectors, water heaters ... Infloor works with any heat source that can deliver water at less than 190°F. ENTRY '11IOT04EN tl BATH DINING X DINING 11 LIVING LIVING Designing an Infloor Hot Water Heating System. Short answers to the most -asked questions.* How much area will one zone control heat? It varies anywhere from 250 square feet to 1,500 square feet. The amount of heat loss, the type of floor coverings and the tube spacing all influence the size of the area. How is Infloor installed on suspended floors and over concrete slabs? radiant INFLOOR tube 11/4" GYP -CRETE 2000 concrete slab 14" board insulation" (nailable) INFLOOR tube 11/4" GYP -CRETE 2000 concrete slab INFLOOR tube 1.2" board insulation" (alternate slab) (nailable) •'r 'The radiant barrier is used when downward heat loss is not desirable. It con• sists of aluminized film, paper or dry wall. The aluminum side must be facing up. Use a board insulation which has an oriented strand board or plywood skin for nailing, NOTE: Gyp -Crete 2000 is not to be installed on or below grade, except when the subsoils are well-crained. What are the specifications of the zone control? ` Pump: 115 VAC, 1.0 amp, 1/25h.p. Normal output: 90OF to 140OF Maximum fluid temperature:190*F Control circuit: 24VAC. Infloor Heating Systems are installed by a nationwide network of authorized dealers. Gyp -Crete 2000", Infloor" and the associated logos are the trademarks of the Gyp -Crete Corporation, Hamel, Minnesota. 01987 Gyp -Crete Corporation (Revised 7/87) Printed in U.S.A. What are the specifications for the tubing? Tubing: Polybutylene thermoplastic made to ASTM D 3309. Design rating: 100 psi at 180OF Dimensions: 3/9 -inch inside diameter 1/2 -inch outside diameter. Lengths: 200 feet maximum. What are the specifications for Gyp -Crete 2000 Infloor Blend? Function: Interior underlayment, not a wearing surface. Compressive Strength: Up to 2,500 psi (modified ASTM C472). Static Loading: Up to 3,000 psi. 'k' Factor: 5.44 BTU/sq. ft./hour/OF/inch thickness. Specific Heat: .236 BTU/Ib.—OF @ 85*F. Weight: At 11/4", less than 12 lbs./sq. ft. Dry Density: Typical density is 115 lbs./ cu. ft. Minimum Depth: 1 1/4inches. Will the type of floor coverings affect the output of the heating system? Definitely. Floor coverings are a major factor when designing a radiant floor heating system. For example, a floor covered with ceramic tile or wood floor- ing can put out three times the BTUs of a floor covered with a heavy carpet and pad. That's why the flexibility of Infloor Heating Systems is so important. 'A complete design and installation guide is available from your nearest Infloor Sales and Distribution Center. What might a simple system look like? Fftater iManifold Tube /////�� A How can Infloor be used with a conventional system? Baseboard convector 18VF ZoneZone #2 \\ Zone #1 130°F FPN Cdl Heater AI I U.h `Fan ler IL Baler n 180'F H O T W A T E R /A IL HEATING SYSTEMS For more information, contact: Infloor Heating Systems 920 Hamel Road P.O. Box 253 Hamel, Minnesota 55340 (612)478-6477 Composite Structural Calculations fo r Mrs. & Mrs. DouQlas dirks "Laroe and Unusual" Home 6656 Louver Wyandotte Road Uroviiie, Caiifornia Assessor's Parce'l Number 27-04-U4 March. 27, 1990 Cook Associates ,Job No. 90038- Z 5.1,0041/?Tjt �50Wa- 7- :�/2 -7110 SUBJECT: LIENTS NAME ASJOB N0. COOK SOCIATES JOB DESCRIPTION 0-060 p-Pwal[ c—s^-WTAffalu■N7{ DATE - OAOVILL� . GLIfosIM� YdYe6 SHEET OF SHEETS WOOD BEAMS -SAFE LOAD TABLES [ SIZE OF aces o e[Iwlc.e0vr R1 ua 1 See instructions for use of tables on page 58. BEAM 900 8 x 22 90 v 95=15--nb Mq. rcw Ewe .tlau Symbols used in the tables are as follows: 1892` . WOOD BEAMS -SAFE LOAD TABLES WOOD BEAMS -SAF SIZE OF aces o e[Iwlc.e0vr R1 ua 1 See instructions for use of tables on page 58. BEAM 900 8 x 22 w v 95=15--nb Mq. rcw Ewe .tlau Symbols used in the tables are as follows: 1892` . 14 x 14 w 1455 F = Allowable unit stress in extreme fiber in bending, psi. PIECE[ Fv 77 i C. W = Total uniformly distributed load, pounds E 780 Fv • LOG w = Load per linear foot of beam, pounds 19556 601 6 x 22 w Fv = Horizontal shear stress, psi, induced by load W 10 X 20 .'L.... Fv 124 1 li. E 4119 E [. w,. E = Modulus of elasticity, 1000 psi, induced by load W for l /360 limit 2i252 28645 = i Beam sizes are expressed as nominal sizes, inches, but calculations are based on net dimensions of S4S sizes. SIZE OF I F Fv8t1 , E -n0 -b 5" BEAM 900 1 1000 1 1100 1 1200 1300 1 1400 1500 1600 1800 2000 13'- 0" SPAN CONT'D 8 X 20 w 1637 W' 10164 11293 12423 13552 14681 15811 16940 18070 20328 22587 6 x Ib w 781 868 955 1042 1129 1216. 1303 1390 1563 1737 NUCb..I Fv 89 99 109 119 129 139 149 158 178 198 6 x 24 E 679 754 830 905 981 1056 1132 1207 1358 1509 W 10514 11682 12850 14019 15187 16355 17524 18692 21028 23365 8 14 w 808 898 988 1078 1168 1258 1348 1437 1617 1797 X Fv 77 86 95 103 112 121 129 138 155 173 e..11llp d E 780 866 - 953 1039 1126 1213 1299 1386 1559 1733 I.n.bllb W 11699 i�[. 12998 Eb.11[lr 15598 16898 18198 19498 20798 23398 25997 12 12 w 899 999 114298 1099 1199 1299 1399 1499 1599 1799 1999 X Fv 66 73 81 88 95 103 110 117 132 147 E 915 1017 1119 1220 1322 1424 1526 1 1627 1 1831 2034 ,. TABLE NO. 2S -C-1 PART A -ALLOWABLE UNIT STRESSES FOR STRUCTURAL GLUED -LAMINATED TIMBER W 14 X I b 24940 FOR NORMAL LOADING DURATION' 17-1Contlnued) 'O w 191s, O7 Members stressed principally In bending with load applied perpendicular to the wide 1 1- 1 I r F 89 WOOD BEAMS -SAF SIZE OF aces o e[Iwlc.e0vr R1 ua 1 nations BEAM 900 8 x 22 w v 95=15--nb Mq. rcw Ewe .tlau W 1892` . 14 x 14 w 1455 W PIECE[ Fv 77 i C. w 2083 E 780 Fv • LOG W 19556 601 6 x 22 w 1504 i 10 X 20 .'L.... Fv 124 1 li. E 4119 E [. w,. was[ W 2i252 28645 = i 12 x 16 w 1634 Fv8t1 , E -n0 -b 5" Caryn..b.Fl.rpNWlp.y E 679 W o I W 21937 of 1 8 X 20 w 1637 Ev Fv 112 3186(- W E 54ri w W 22379 10 x 18 w 1721 Fv 100 NUCb..I E 601 W 2336= 6 x 24 w 1797 F•,, Fv E 135 '4> ,. TABLE NO. 2S -C-1 PART A -ALLOWABLE UNIT STRESSES FOR STRUCTURAL GLUED -LAMINATED TIMBER W 14 X I b 24940 FOR NORMAL LOADING DURATION' 17-1Contlnued) 'O w 191s, O7 Members stressed principally In bending with load applied perpendicular to the wide 1 1- 1 I r F 89 � v E r[c[•c.eoor [...Ia aces o e[Iwlc.e0vr R1 ua e am nations 8 x 22 w v 95=15--nb Mq. rcw Ewe .tlau d Fv . E 48c W PIECE[ 27091 i C. w 2083 Fv • LOG OVn11 - 601 2778 W i 10 X 20 .'L.... 213. Fv li. uur • E [. w,. was[ W 28645 = i 16 x 16 FV [ 89 , E -n0 -b 5" Caryn..b.Fl.rpNWlp.y m I 3180: W o I 14 x 18 w of F 110100 Ev 60' o 3186(- W 0 w 2450 NUCb..I F•,, �'�'�� 6....11 7411• C�pwbn Np4pld e..11llp d Flew M t� �• b'N'1•IIaM Il.eu.n d NYM� �� I-wb11n I.n.bllb r_F_ i�[. ( : Eb.11[lr bnpyq.11 b�G F•1n71 Farr ELLL411�' [ 71 bWW1 bWYn [YY W W W W W 11' W '•+ W W W Il.l.ap. /, F• n1,W7 I 7 [6•[11. 11a W W 1. W .la W Visually Graded Nfnlern SpeCIO"Continued) rib Mlwlnp nv.. mNIGMbm.n Wl.ned.lw.1. 611.MW Iw N..mwr. w1N11wpY. a wYlbr.1M e.w .vppwu.rl6 .ONY Cy.CN• M DOIN po.Nlr..rW np.IM 6.rEln[. nwla. . 22FV7 OF.'OF dbGyp 165 LE IUD 360 113 75 1.6 11w 1650 1.6 22F -VI DRDF LOD 2200 3797. Sao+. 163 1.7 1130560 IU 73 1.6 IWO 1610 1.6 2285770 100• SDP 135 L! 1250175 115 70 NEVI DFM'11' exl 630 le)11 - I.77• 1230 233 DO 1.7 70 14- 977 ,1000 14W 1100 1.4 IA N2031DRDF SOD fOP 115 I.3 12}0 173 113 70 IA 970 I300 1.. Ni•v1 ORDi 2.051 12MUO S6D 165 1.4 1500 560 115 73 1.6 1100 1600 1.6 I oRDF 630 163 I.[ O 1163 1300 760 1.5 73 1.6 1150 1670 1.6 a F OSO 6 I.1 17.10 ]13 1.0 1p 1.7 1100 1130 i/DFS 670 760 165 1.7 I60D 1 500 1.5 73 IA 1150 1700 I.. � v E 679 W 2656E 8 x 22 w 205: Fv 12L E 48c W 27091 12 x 18 w 2083 Fv • LOG E 601 2778 W i 10 X 20 w 213. Fv li. E 54:1 W 28645 = i 16 x 16 FV 2zo 89 M E 61(r m I 3180: W o I 14 x 18 w of F Ev 60' o 3186(- W 0 w 2450 F 135 Ev 445 I II•��a�.+,l i' SUBJECT: LIENTS NAME J013 DESCRIPTION COOK A-SSOCIATES [I.p1I./l[i1M10 CON WLTANT[ !O!O �AAK AV[NU[ 000V%AA.CAW0M"^ !!W[ J0B NO. DATE SHEET OF SHEETS I SUBJECT: IENTS NAME JOB DESCRIPTION COOK ASSOCIATES O1pW1[�N11W CON WLTANT� Y O� O OA A K AV ■ N Nf OOOVq.LA.CAUpGWA WO J0B NO. DATE SHEET Of SHEETS I SUBJECT: LIENTS NAME J013 DESCRIPTION COOK .. ASSOCIATES 0 20-0COIMauITYNra aoPARK uvativa oawvwu . CAUPON wA X6005 JOB NO. DATE SHEET Of SHEETS f•�:rj yj. 17~'12/+ Jt� •FJ t1 �- .r1.e4 .,f k,T I :s ! `_ . iY. W N N TABLE NO. 25-K-1 —ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR PLYWOOD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE" Yn. �;e }y _�,• �. s,. TiT r}•'�,,1� 1� �-1 ��;- �'. ;-1; �K.�`G ktU,JY . ?�,� S i+^•; p t' ' 'AU panel edges backed with 2 -inch nominal or wider framing.Plywood Y ood installed either horizontally or vertically. Space nails at6 inches on center along intermediate framing members for 3/9 -inch plywood installed with face grain parallel to studs spaced 24 inches on center and 12 inches on � center for other conditions and plywood thicknesses. These values are for short -time loads due to wind or earthquake and must be reduced 25 Percent for normal loading. O Allowable shear values for nails in framing members of other species set forth in Table No. 25-17-J of U. B. C. Standards shall be calculated for all Z grades ng multiplying the values for common and galvanized box nails in STRUCTURAL I and galvanized casing nails in other grades by the 0 following factors: Group ill, 0.82 and Group IV, 0.65. Z 'Framing at adjoining panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 incheson center. 3The values for 3/8 -inch -thick plywood applied direct to framing may be increased 20 percent, provided studs are spaced a maximum of 16 inches on center or plywood is applied with face grain across studs. 'Where plywood is applied on both faces of a wall and nail spacing is less than 6 inches on center on either side, panel joints shall be offset to fall on different framing members or framing shall be 3 -inch nominal or thicker and nails on each side shall be staggered. 'Framing at adjoining panel edges shall be 3 -inch nominal or wider and nails shall be staggered where 10d nails havin more than I-% inches are spaced 3 inches or less on center. g penetration into framing of PLYWOOD APPLIED OVER 1/2 -INCH MINIMUM MINIMUM PLYWOOD APPLIED DIRECT TO FRAMING GYPSUM SHEATHING NOMINAL PLYWOOD NAIL PENETRA- NAIL SIZE (Common Nell Spacing at Plywood Panel Edges NAIL SIZE (Common Nall Spacing at Plywood Panel Edges THICK. T10N IN or or NESS FRAMING Galvanized Galvanized PLYWOOD GRADE (Inches) (Inches) Box) 6 4 3 22 Box) 6 4 3 22 Sha 11/4 6d 200 300 390 510 8d 200 300 390 510 STRUCTURAL 1 3/a 11/2 8d 2303 3603 4603 6103 1Od5 280 430 550 7302 13/32 11/2 8d 280 430 550 730 IOds 280 430 1 550 730 15/32 I5/9 IOds 340 510 665 870 — — — — — C-D,C-C 5/16 11/4 6d 180 270 350 450 8d 180 270 350 450 STRUCTURAL 3/8 11/4 6d 200 300 390 510 8d 200 300 390 510 11, plywood panel 3/a 11/2• 8d 2203 3203 4103 5303 IOds 260 380 490 640 siding and other grades covered in 15/32 11/2 8d 260 380 490 640 t0d5 260 380 490 640 U.B.C. Standard No. 25-9. 13/32 IS/e. IOds 310 460 600 770 — — — — — 19/32 IS/a IOd5 340 510 665 870 — — — — — MAIL SIZE NAIL SIZE ' (Galvanized (Galvanized Casing) Casing) od panel5/16 11/4 6d 140 210 275 360 8d 140 210 275 360 in gradesed in U.B.C. L 5/e 11h 8d 1303 2003 2603 3403 I Ods 160 240 310 410 ard No. 25-9 Yn. �;e }y _�,• �. s,. TiT r}•'�,,1� 1� �-1 ��;- �'. ;-1; �K.�`G ktU,JY . ?�,� S i+^•; p t' ' 'AU panel edges backed with 2 -inch nominal or wider framing.Plywood Y ood installed either horizontally or vertically. Space nails at6 inches on center along intermediate framing members for 3/9 -inch plywood installed with face grain parallel to studs spaced 24 inches on center and 12 inches on � center for other conditions and plywood thicknesses. These values are for short -time loads due to wind or earthquake and must be reduced 25 Percent for normal loading. O Allowable shear values for nails in framing members of other species set forth in Table No. 25-17-J of U. B. C. Standards shall be calculated for all Z grades ng multiplying the values for common and galvanized box nails in STRUCTURAL I and galvanized casing nails in other grades by the 0 following factors: Group ill, 0.82 and Group IV, 0.65. Z 'Framing at adjoining panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 incheson center. 3The values for 3/8 -inch -thick plywood applied direct to framing may be increased 20 percent, provided studs are spaced a maximum of 16 inches on center or plywood is applied with face grain across studs. 'Where plywood is applied on both faces of a wall and nail spacing is less than 6 inches on center on either side, panel joints shall be offset to fall on different framing members or framing shall be 3 -inch nominal or thicker and nails on each side shall be staggered. 'Framing at adjoining panel edges shall be 3 -inch nominal or wider and nails shall be staggered where 10d nails havin more than I-% inches are spaced 3 inches or less on center. g penetration into framing of ' W A TABLE NO. 25-J-1—ALLOWABLE SHEAR IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS' to WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE' PLYWOODGRADE Common "oil sum Minimum Nominal PanetratbnIn Framing an Inches) • Minimum Nominal Plywood TTl dtreaa On Inches) Minimum Nominal Width of Framing Member (In Inches) BLOCKEDMAPHRAGMS UNBLOCKED DIAPHRAGM NaII spacing at diaphragm twunderle (alcam), m), at con - w dmus edge parallel t panloade3 and l (cams (ands S and and 6) Magas 6' mu. H Supported and load parpen- dkular b urr �bge and ooanuous panel lolma (Cee 1) other configurations (Case 2, 2 and 4). 6 4 1 2tn2 Zx Nall pacing at other WYMood Dsl+sl edge 6d 1 % s/1e '2 3 185250 210 280 375 920 420 475 165 185 125 140 STRUCTURAL 1 8d 1t % 2 3 270360 300 400 530 600 600 675 240 265 180 200 I0d3 1 % 15132 2 3 320 360 425 480 640 720 730. 820 285 320 215 240 6d I% S/1e 2 3 170 190 225 250 335 380 380 430 150 170 110 125 % 2 3 185 210 250 280 375 420 420 475 165 185 125 140 8d 1 +A % 2 3 240 270 320 360 480 540 545 610 215 240 160 180 C -D, C -C, STRUCTURAL 11 and other grades covered in U.B.C. Standard No. 25-9 13132 2 3 270 300 360 400 530 600 600 675 240 265 180 200 I0d5 1% 15/32 2 3 290 325 385 430 575 650 655 735 255 290 190 215 19172 2 3 320425 360 480 640 720 730 820 285 320 215 240 N L 'These values are for short -time loads due to wind orearthquake and must be reduced 25 percent for normal loading. Space nails 10 inches on center for ' floors and 12 inches on center for roofs along intermediate framing members. grades by multiplying the values for nails in STRUCTURAL I by the following factors: Group 111, 0.82 and Group IV, 0.65. Allowable shear values for nails in framing members of other species set forth in Table No. 25-17-J of U.B.C. Standards shall be calculated for all m 2Framing at adjoining panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches or 2'13 inches on centet I C ' 1Framing at adjoining panel edges shall be 3 -inch nominal or wider and nails shall be staggered where 10d nails having penetration into framing of O more than 15/8 inches are spaced 3 inches or less on center. Z ■���■�. == � � 1 �1-"= = ■■ � iii iii�ii ' Case 5 Case 6 F Load Framing load timing - ' — Blocking Blocking Continuous Panel Joints 'W Note: Framing may be located in either direction for blocked diaphragms. N � ut L �'F'aKY:i..W'� r •. � HDAIHD Hoinown►s 06060/SIM BuyUne 5162 m 1. The allowable tabulated bads are based on MATERIAL the lower value of (a) the bolt values in DIMENSIONS The anchorage specified in the table may be used to achieve the FASTENERS full load capacity of the holdown. THE DESIGN ENGINEER FOR divided by 2.5. MAXIMUM ALLOWABLE LOADS I.2 MODEL NO. BASE BODY HBs SB Ws•� H B SO CL CONC. ANCHOR 11,12 STUD4 BOLTS AVG ULT LENGTH OF BOLTS IN WOOD MEMBER other removed wood as specified in the code. DIA EMBEDMENTS 20009 300010 111h 2 1 21h 1 3 1 31h 1 51h exposed to earth for all bolt sizes. The minimum side cover 5. HB is the required minimum distance from the for concrete exposed to earth or weather is 1 h for W diam- eter bolts and 2" for all others. end of stud to the center of the first stud bolt hole. All HO models except H02, HD5, and 10. For concrete with a minimum compression strength of 3000 psi, HD7 provide an extension to the base to ensure proper installation. The end distance the following anchorage applies: Anchor bolts must be A307 hex head. The minimum distance NDA HOLDOWNS from the center line of bolt to the edge of the concrete is 23i" 6. HD and HD20A require a for 11/4", 1'/s", and 1" diameter, and 13/4" for all others. i um si minimum stud thickness. Use a minimum mini31/2"mum 11. Anchor strength in concrete is dependent on corner distance 1-1102A 17 ga. 112 dimension. 7. HD15 requires a 5'h" minimum stud ga. 41h 21h 21h 8 25/e 1/4 11h 5/g t2 9 2 -sig 12150 1970 2585 3035 3270 3300 3315 HD5A 3 a. 10 a. 51/4 3 33/16 93/a 31h 1h 21/161 3/4 14 11 2-3/4 20767 2370 3135 3850 4385 4670 4770 HD7A 3 a. 3 a. 6'ib 31h 31/2 143/4 33/4 3/4 23/16 11/e 19 15 3-7/b 32663 3240 4310 6440 7570 89501 9555 HD20A Sig 3 a. 7 4 4'A 203/4 41/e lig 23/81 1 V4 26 20 4-1 51233 — — 13380 15040 HD HOLDOWNS HD2 7 oa. 7 qa. 43ig 23/4 21/2 53/4 21/2 123/4 13/8 Sib 1 12 9 1 2-5/e 10916 1965 2585 3035132651 3300 3315 HD5 3 ga. 7 qa. 51/4 3 1 27ig 63A 31/2 35/8 21ig 3/4 14 11 2-3/4 19000 2365 3135 3850 4385 4665 4765 HD6 3 a. 3 a. 51/� 3 27ig 121/2 31A 3 17/e 1 15 15 3-3/4 18600 2770 3665 5430 6080 6080 6080 HD7 5As 3 a. 61/8 31/2 31h 11 5/t 33/e 33/e 2 Me 11/8 18 15 3-7/b 28600 3235 5195 6430 8050 8770 9260 HD9 Sig 3 a. 7 4 31/2 161/2 41A 35/e 21/e _'21/e 11ib 25 15 3-1 43625 — — — 10675 12170 HO12 Sig 3 a. 7 4 31h 201/2 41/4 35/e _T —1/8 30 15 4-1 43750 — 13665 15550 HD15 Sib 3 a. 7 4 31/2 24/h 41A 35/8 21/8 11A 30 20 5-1 43750 — — — 17500 1. The allowable tabulated bads are based on CONCRETE ANCHORAGE: the lower value of (a) the bolt values in accordance with the Uniform Building Code, The anchorage specified in the table may be used to achieve the or (b) the ultimate load on a steel test jig full load capacity of the holdown. THE DESIGN ENGINEER FOR divided by 2.5. THE JOB MAY SPECIFY AN ALTERNATE ANCHORAGE SYSTEM 2. Allowable loads have been increased 33% PROVIDED THE ANCHOR DIAMETER IS THE SAME. for wind or earthquake loading; no further 8. Anchor embedment length is based on a single -pour concrete increase is allowed. Reduce allowable loads foundation. Double -pour foundation systems, masonry walls, where other load durations govern. and masonry footings must be evaluated by the designer. 3. The wood member must be sized for the load 9• For concrete with a minimum compression strength of 2000 psi carrying capacity at the critical net section, the following anchorage applies: reducing the gross section area for holes or The table above indicates the minimum embedment depth for other removed wood as specified in the code. a standard "J" boll with a 4d return, or for a standard "L•• bolt 4. The HOA•s are designed to lake into account with a 12d extension. Concrete edge distance or side cover must be 3" when concrete is cast against and permanently the code required minimum 7 diameter bolt spacing. This may be increased as needed. exposed to earth for all bolt sizes. The minimum side cover 5. HB is the required minimum distance from the for concrete exposed to earth or weather is 1 h for W diam- eter bolts and 2" for all others. end of stud to the center of the first stud bolt hole. All HO models except H02, HD5, and 10. For concrete with a minimum compression strength of 3000 psi, HD7 provide an extension to the base to ensure proper installation. The end distance the following anchorage applies: Anchor bolts must be A307 hex head. The minimum distance can be increased as necessary. from the center line of bolt to the edge of the concrete is 23i" 6. HD and HD20A require a for 11/4", 1'/s", and 1" diameter, and 13/4" for all others. i um si minimum stud thickness. Use a minimum mini31/2"mum 11. Anchor strength in concrete is dependent on corner distance stud width of 5'h" for the HD20A; see ••W'. and anchor center -to -center spacing, as concrete is susceptible to failure when these are small. To ensure full table load values dimension. 7. HD15 requires a 5'h" minimum stud for these anchor options, anchors must be no closer than twice the embedment depth and no closer to a corner than the embed- thickness. VV ment depth. See the PA holdown product line for other options. 12. To locate manufacturers of anchors suitable for use with existing Jow concrete contact code authorities. HbI r6w�i Typical HDA Installed off Washers the plate. are not Provides the required same load rating as HDA at base. Installed on the plate. 1t 000.. .y., .. o Typical HD5A Installed Typical HD5A F10rizontal 0 Capyrighl 1990 Installation SIMPSON STRONG -TIE COMPANY, INC. ' SUBJECT: CLIENTS NAME JOB NO. ' COOS oSSOC1ATES J DESCRIPTION -- 8111— ON6U--T6 DATE : 9060 PARCK AV9NUE 0A0Vl"9 , CAUROANIA 96960 ' SHEET Of SHEETS '� SEISMIC AND HURRICANE ANCHORS 'Designed to provide wind and seismic ties for trusses and rafters, this versatile line may O be used for general tie purposes, strongback attachments, and as all-purpose ties where one member crosses another. The H4 and H5 are hurricane ties with a unique shape that results in higher allowable loads ' and requires fewer nails. The design allows for installation on the inside of the member without interfering with the sheetrock, or for installation on the outside of the member without interfering with the ch—thin t ' 1 T' 06060/SIM BuyLine 5162 19 8 0112 194 6 "o �6 --f 194., V ma .ria . ne 1-15 Is designed to tie the top two wall plates to the rafter. m The versatile H6 and H7 hurricane ties are designed and tested for high load capacity. UseI 0 5 to attach studs, joists, trusses, plates, and other wood structural elements. See illustrations 0 2 8 for typical installation details. MATERIAL: See table FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. ■ H2.5, H3, H4 and H5 ties are shipped in equal quantities of separate rights and lefts. ■ The H7 must be bent over and around the other side of the top wood member. A minimum of four 8d nails into the truss must be used, including two into the side of the truss at the end of the strap. See illustration. CODE NUMBERS: BOCA, ICBO, SBCCI No. NER-422 and ICBO No. 1211. 1, Dade County, Florida No. 89-0131.1. H1 Installed —Can Eliminate Costly Rafter Notching. � V H2 Installed Typical H6 Stud to Top Plate Installation MODEL NO MATL FASTENERS TO TO RAFTERS PLATES TO STUDS MAXIMUM1.2 ALLOWABLE UPLIFT LOADS H1 18 a. 6-8dx1 V2 4-8d — 520 H2 __R2 18 a. 5-8d — 5-8d 335 5 H3 18 18 a. a. 5-8d 4-8d 5-8d 4-8d — — 415--, 460 H4 20 a. 4-8d 4-8d 360 H5 18 a. 4.8d 4-8d 465 — H6 16 a. — 8-8d 8 8d 950 H7 16 a. 4-8d 2-8d 8 8d 985 nO91b" r'm 3i• �o: 22 o I• Ship ,•- 1 19'16" f� goN : o 0 ° + N1- e• 1 o m 0kdto I,1 1• H2.5 -� a'•m I2 � H2 9" 116 ��° ° •o 5�6 m,'fm "a o S 3TO o^Zfm I 0 I oN3e yl o2e�ll�l � o I ~ IF H4 lif ° Patent No. 41, ° t° 4,714,372 ° N5+ ai sl H5 Patent No. 4,714,372 i�- 0 I'� 2i3 .o IIs Typical H7 Installation H3 I. Loads have been increased 33% for wind or earthquake loading witno further increase allowed. 2. Allowable loh no are for one anchor. A minimum joist thickness of 2'/s" must be used when framing anchors are Installed on each side of joist and on the same side of the plate. 3. The H1 has an allowable horizontal load capacity of 485 pounds parallel to the top plate. © Copyright 1990 SIMPSON STRONG -TIE COMPANY. INC. 47 pp 1 ' I 6 0 � 0 � by Speed Prong ' Added for Easier and Faster • Installation 0 ' 2, A34 A34 j� 6 0 m h eZ 6E�� Np 0 �. r9 c P B� ' 0 -� A35 41 _T m 24 a 0 m o SIMPSON. ' StranzA351` � � m • o y � r A341A35ANCHORS TheA35 anchor's exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversible design permits the A35 to secure a great variety of connections. MATERIAL: 18 gauge steel FINISH: Galvanized INSTALLATION: • A34—Use 8-8d x 11/2" ■ A35—Use 12-8d x 11/2" ■ A35—Use 8-8d x 11/2" for connection type A,, E, and C,. ■ Use all specified fasteners. See General Notes. CODE NUMBERS: BOCA, ICBG, SBCCI No. NER-413. Dade County, Florida No. 89-0131.1. A34 FRAMING ANCHOR ALLOWABLE TYPE OF DIRECTION LOADS CONNECTION OF LOAD FLOOR ROOF OF LOAD (100) (125) J01 T 1 F ' (100) 1 F1 345 365 Illustration G 500 FaHEADER F2 280 280 255 320 A35F FRAMING ANCHOR ALLOWABLE TYPE OF DIRECTION LOADS CONNECTION OF LOAD FLOOR ROOF (100) (125) See A35F Illustration G 500 500 A35 FRAMING ANCHOR ALLOWABLE TYPE OF DIRECTION LOADS CONNECTION OF LOAD FLOOR ROOF (100) (125) 1A,A, �~ JOIST 255 320 E Ct 170 170 � HEADER 'e -JOIST A2 255 320 C2 255 315 D� D 150 150 ttEADER JOIST rF +I F 450 450 tfFAD R v Studs to Plate 1. Allowable loads are for one anchor. A miminum joist thick - "B." Leg Outside ness of 3" must be used when framing anchors are installed on each side of the joist. 0 2. Roof loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for durations of loading according to the code provided they do not exceed those listed In the roof column. Typical A35F Installed to Transfer Shear Forces \ , Joists to Plate "A" L Inside Ceiling Joists to Beam eams to Posts V and "B" egs Outside 46 Joists to Beams 0 Copyright 1990 SIMPSON STRONG -TIE COMPANY, INC. 0) I ft SUBJECT: I DENTS NAME 8 DESCRIPTION COOKoSSOC1ATES 8-00-0 --VA c01uwL:aW7s eo�o •AaK wv�Hu■ 000VQ.L/.CZ0MWA YOW6 J0B NO. DATE SHEET OF SHEETS oV C' FAMILY SPP 0, ��(� ROOM SOLAR- PAY' wn�0 Sip�vs IUM SWIMMING POOL SITE ?LAO "TS 6656 WW6?, - , WYAN DOT P A t? # Z7-04-0,+ Weight 7-04-09- SUBJECT: Weight of soil = 100 p.c.f. Weight of concrete = 150 p.cf. Concrete f� = 2000 p.s.i. Reinforcing steel f. = 20,000 p.s i. Hollow masonry units, grouted solid, grade N, fm = 1500 p.s.i. Field inspection of masonry required (see the design data table) Weight of 8 -inch concrete block with all cells filled = 92 p.s f. Weight of 12 -inch concrete block with all cells filled = 140 p.s.f. Grout f,' = 2000 p.s.i. Mortar (type S) = 1800 p.s.i. Maximum allowable soil pressure = 4000 p.s.f. Minimum allowable soil pressure = 0 p.s.f. X > L/3 Minimum O.T.R. = 1.50 Coefficient of soil friction = 0.40 Passive soil pressure = 300 p.c.f. Mr & We Doug Dirks IENTS NAME Laid t & usua14 COOK v " ASSOCIATES JOB DESCRIPTION wow�wrw CON�uITANT• ro�o •AaK Av�Nu• 0"0Vg6".GIVOAMA 66M6 90038 JOB NO. March 19 .1990 DATE SHEET OF SHEETS SUBJECT : CLIENTS NAME JOB NO. COOK ASSOCIATES ' JOB DESCRIPTION •w�ow•ar�w eoN•UITANT• DATE •O.O PARK AV•NU• 000V..... GLj"0=MY ••••e SHEET OF SHEETS _ COUNTY OF BUTTE DEPARTMENT 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 / k o vI � a , Ill ll1A �o�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 matter, or need additional explanation, please contact this office immediately. Z) bOt►�' T.nc dcc'fi on S Re,.ee, e �T(.' a� t e t Pr d� O -S&,* /� t� C_ l� • _ Z�j21M' Date -5_/_ f 0 Inspector M • 0`-+` �S {I Inspector G?// COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS .r% 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE Dirk Not issued at this time r OWNER # PERMIT N0. i A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office w when correction of work is completed. If you have any question pertaining to this matter, or need additional lexplanation, please contact this office immediately. Inspection of jetaining walls to approx. 5' 1. Steel pla6ement not per proposed plan.Ver1° }'.. edge of 8" bock. r . . 2. Specialisrequired Fur Urle . retaining wall-'per proposed plan. Provide letter of approval from same.•: Note- OK to pout wall with approval of speciaEp:, E {f { Ft E � F L i �S {I Inspector G?// COUNTY OF BUTTE _ DEPARTMENT 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 Dirks Not issued as of 4/12/90 OWNER PERMIT 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 correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 4/12/90: Inspected ftgs. for slabs at E1. proposed plan, advised owner that this is not an authorization to proceed. 4/18/90: Inspected underfloor plumbing for above area, p.lumbing layout appears o conform to pioposed flearplan. Fittings and installation exposed for inspection at this time appear to comply with U.P.C. System at time of inspection, several fittings were not exposed. Interior ftgs. per detail Advised lead man on job that this is not an authorization to proceed. Date 1 `0/&nspector Z//< — ti's i COUNTY OF BUTTE DEPARTMENT 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 Dirks ' _s,` Not issued as of 4/12/90 OWNER PERMIT NO. f A routine inspection indicates that the following violations of County Ordin nc�e 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': 4/12/901. Inspected ftgs. for slabs at E1. 95.21 & - . 1 t -T.95. appear proposed plan,ladvised owner that this is not an authbrization to, proceed. 4 . 4/18.190- T nSPeCted -underfloor Plumbing s for above areal, plumbing.rlayout appears F To—conform o proposed f1durplan. Fittil• and i nsta! I i. -i 0n � for, -i nsnecti on- at this time apRear �ns�s�f! to comply with U.P.C. s. System un er-, of - y g -,Gq-+ time o_f inspection, several fittings .•._ were not exposed. Interior ftgs. per e ai provided for at this time. ,qdy i s,e,d l earl• man on job that this is n©t I an authorization to proceed. s Inspector z pppp GDMp Vzo!' 2.5— ,.5/ /,o -D � t. i � �y i _ ! '._ `i v.R M.Mc�: +..r,. ..+., 4 _ ` .-..., .... r+�.Y'�^�'�i� ..+••Alwet.+��cA�r _►�!«. ..�,.+r r s3..v. C#""�//�.r►'"y t5�3 psr- 3O� �Et�T 1.5 Ni= MUL% 3. 2 MISC to Psi 40.1 Psr Dov F- GDMp Vzo!' 2.5— ,.5/ /,o -D 2%. 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"I" KAMNO U+p 3$3 -MO Arent Z.06mi)rn 3180 318pt2►2x y/s =3922' ►3� R z. R� +3�zZ(7) Rz = 2 35y .4 �c>t 4745.54 ��:�23S6Q6�� I . - s 13 C2 1450 ` x 84 V >a !' 7Cali. s. •,.c, --* ' ENOINEERINO :30 GRAND AYINOE ~� 6URYE YING CU 0ROYILLE, CA. 95%5 PLANNING (916)33340" } {-IT*1 T7 - Sp i. &to 11) LA O t.� FL-ooR- + wA<<. (gp,P'G��o'� fi��2'x iops�� = 10 2vp�►= b 2 O x �'- sr a �QSr> to ZU A i -"-494 _ 4 �rL = 'PIa4o _ 449'3K tvZOVC5 l!7 z 1,04B 3 9 t> 4b.3 s = ioz ,4 K, • +tNl RNEARI! ..•t LO GRAND AYyW! i` 71, Eyow D DRDYR.u, CA."w . 2),o 4froeN Nm apt; c �Z psF x 11' 13s p�1= 3) ROOF soLf.,&%U A= 4.1Psi t. al8o aloe 313X4+3180 44 8 — ` 1-t;, M- 9S9XUt,-1-4119K1+31s.x14 41-1� 47.0 �►�3 1,xtiL 'D;= -L 41 ,� - - . ,,, ' � ..,. � T • ' r � 4 v • ♦ � eaolxeelwo f ., fYRvlYRq m c+iwo �vlNue ' OROVILLlr fd..flgf �``� L r�A"Np ^` tflfi!lsulf "� t _.. .. ' .y.•`«h4.r.. • -• ' I.v-*'�+!•y t. ... + .Lu - "-j- .. i• ._.. •t -%'A y, _, :I ' ♦'��,.,..� .s ... ,� L A t� sol -A lu^ kooF .. 1.,D = (8'X X40.1 ps r- 30 P`-3s0.,o 'Ai 36(fZLF as FLF� X I 1 SRE _ 15X 351x'8 Q 22oa,ci.z� I•SX 3159 z a`R � i L"s)ci•zr = 22.9'7�a Q T L ko z_ 44 g 3s I x t 8 3 -- - -- ' - x 364 x - 738 = D• 3 �,�� u 5 E 2 2 F - VS .5 `/g Jr <_-► 2---. _ D,F1 Dl-.. <a, 4. , eefb 5 Q� ��,�� � E✓] �� �/ <��i �: s� ctrl r S. = C'� • • Zs • Z P s F ��L E SJL.,pair 7 X -V 2 3 - 67 M�K I N120 A% hAj 1jc-- T o C7"D iL T- O 0 1 o c l�/////� �2� ?3C�2� %5 �1ZC•/u1:p 10 0 4p o k ,p s -5� MESS 0. Ah"I Li�fe S Qo x . 1/93 r viL 'N qpF OF CAL\�oQ, SUBJECT: QoO � CLIENTS NAME JOB NO. COOKrssOC1ATES J CRIPTION ao+aa6niNO CONSULTANT: p — ■O0O ►API[ Avf NUf OPIOVILLA . CALIi0UIN1A NNO SHEET / OF SHEETS tj tiU ti 7S v �` rY N N1. ' caf-N 4' ExfYrs�v 4 W. ,&ucJ. v � I 6,x(1 '��♦., !�- p. �/�{{(/_�1 ' :A_ J.��I •, Q: � ��' i ij,: fit, .tea _71 yl-�... ,. I .. - .. w Ta .. }:; •.' � "'iii V , ::}: ', �. •�ife�.r, '•fit;�.yac':•�^,5.�• •,:..•,. }%'•,'dti-.i'SfyS�i`+►'IE}� 1J.�b'te ilf .i•7 T11e:'R6of; 30'1Df elt,' 1/2"-LADX 1� < <,,� L U r� �� l •V �� S %.'r�'•; .� .;': (Except oger.. pool= 2' tinber do 30 Tr 0004i,".15 Ib felt�:'1/2', C' Terms:• .12'' Overhangs TYpi .� : , , •f ..:. i (� �,��� �`.`• 2 2x.P.acla with Galvanized gutter •.'_•,•3..2x Barge Board -4 Stucco over Tyvek:Paper i Mire 5.18" Attiv Vents•i*Eave Vents 8 6' 7-01 6-Glue. Beams= 22 f, camhr �. t° 7 Siopco Framing Devices 8 Structural Concrete fc= 2,000 ps: 9 Structural Steel fs= 20,000 psi 10 Timber Construction Grade.1500 f :� ® :12 All Condowscrete Double Glaze A"A", ur 8" ••' � l2 All Concrete Blocks Grade 'A", e" . 13 Maximum Soil Pressure 1450 pst 14 Engineered Trusses by Las Plumas UA, '--- - - - - -- T r#EET COAVTEMTS 1 ELEVATIONG/LOCATION MAP ! UPPER FLOOR PLAN i LOWER FLOOR PLAN FOUNDATION i FLOOR FRAMINQ • UPPER FLOOR FRAMING FOOTING SECTIONS' �I(;� ��/�lol...� � * -r•, fbeize), V 10 Tog ----5 A ---T A 9G6tf s:�- /-- 140a 00;0.:," Vu2y� - /Z �9/z s> 37 4Z/� J 12400 wt Gv/44lc7 4'io, 33 z lid 4 4 oz 1/83 J* ECT: S'Q7L I:P- /O, vo8 C?G o 3� JOB NO. COOK ASSOCIATES OVOIN!WA !O!O AK AVU---^-vTAlNNTU!! O T OAOV"G . CALWONMA !!!!O SHEET Of g SHEETS ,v F._ YJ E7,c� X -n -J `, V n1 K r L G A 6Zu4Kc TOz le YJ Z= T ole c� RW 06 CrFt to -T o� 977s �w�-.���r) 7 �oVESS , 1%o,u N 47 oocc'j J5.9e e�- \1 JA oer�\ �� ?, Vo /p�/7 C Gir S,fillti//J�i✓F �S �/�jr�ri i 7.�J, 62 7D xp /31/93 F �,F CAS-�F� SUBJECT: �Go 38 CLIENTS NAME JOB NO. Q COOK oSSOC1ATESXPAGMCW4 J DESCRIPTION ■mono �n A40 RK AV.Nu• D T anov • ' . uiw u�oww Dewe SHEET � OF SHEETS .5 jrjc STI Fig Flu, 06 CrFt to -T o� 977s �w�-.���r) 7 �oVESS , 1%o,u N 47 oocc'j J5.9e e�- \1 JA oer�\ �� ?, Vo /p�/7 C Gir S,fillti//J�i✓F �S �/�jr�ri i 7.�J, 62 7D xp /31/93 F �,F CAS-�F� SUBJECT: �Go 38 CLIENTS NAME JOB NO. Q COOK oSSOC1ATESXPAGMCW4 J DESCRIPTION ■mono �n A40 RK AV.Nu• D T anov • ' . uiw u�oww Dewe SHEET � OF SHEETS � � o M tj to Qr 00 tc Pi J R lGo J Q r h M 5; c, W 3 N M O Z 15 ?84- 440 /V:Z-0) sr / Z �l r7--3 ell* z5" L P2 4C s3) (t!77.-?qg f,�51 ��;: SUBJECT: CLIENTS NAME JOB NO. COOK ASSOCIATES- JOB DESCRIPTION eoN�ULTANT� D T ■Oso WAwK AV*NN[ ow0V4UA.CALW00WAA 06006 SHEET OFSHEETS r2o o r-, 0 D -6/trci a c Q�,o s; i,✓ C sties rt 2a FFAa-r N d tt.- SQL A CR_ Fc -V raL✓E CJh LaorD = �HFi�rt-c.L � . 79 cJ�a7' J'y�,o2= �Lg3�3 *Ay_ s' /283�q��Sy �tveawo ti q�7U �%,9 N mac. 3 V /. c. c. /=? A_ (� w s is 5-7 12 w ss 'T/%-1 -:5;lc17 !-/ crcJ 7 JECT : 0.130'62 �OG 3 fi J0B NO. COOK ASSOCIATES -[f![110 Cd11[ULTANTI D T !O!O �AAK AV[NU[ OAOVNA.! . CALMO MA 06066 SHEET 8 OF SHEETS ,\ Y t � Y h�'ia�rcvM r�7� . C�,cii� Lc n ✓J � �G%8 � f� �;/V'w l�i,� ,d SUBJECT: CLIENTS NAME JOB NO. COOK ASSOCIATES "►_ J DESCRIPTION Soso PA K��AVNNua 0 T OMOV V_ a . GIMOQMA 06006 SHEET OF SHEETS •'f 4' _ O� t Oro Aid o l O UIPI"1Ehit � N ..� I R, _ • '4._Z.,' _ '"'P` -P � _ � /f o � � � �ch�- �� � ' wry .q •— y"t_... 1 s-e� ros�Rs• -�-fi-_ \�c-�. ai ?o F�t�i�eY ro fit+ 92.n i1 -�1° Q1°�t' h 'T EJ NUA O -p s...r -p \ I'1IL Ir !3•d I:�, • .. B -o . • : R!1!o •• .�•4i. c )' �'° •\tel✓ �b.• \ / — — — — — — - /1 , LIP .e' \'� • (Stas) ,ase jc�itR'� / 4-Y7 3'-rl 4•-io eeiu�y �� I •.0 f6-M'L-, to 0 sic • � V�Q' Z )-U !L! tpCFt Flu U-1 wjr2ox-7 Ie 2y4 fLO' kw �� g \ \ I 1b \r � 3Arn �• � \\ !�` >„ E .3 31/93 \ CPOF CAl1F0 •;.. u a_ � -C� O �� z� .r c � ' • '. i� -rt /i / a L c Z? Or H GENERAL PM NOTES 1. RZINPORCEMEM AS SHOW IS ADEQUATE FOR POOL DEPTHS UP TO NINE (9) PEET. 2. REINFORCING STEEL SHALL BE CLP -&No SECURELY TIED, AND SUPPORTED TO MAINTAIN cLEARAwes AND mamos. WHILE GUNITE IS -PLACED. 3. REINFORCING STEEL TO BE GRADE FORTY (40). 4. GUNITE PROPORTIONS SHAM BE ONE (1) PART CEMEAT To FOUR AND ONE HALF (4-1/2) PARTS SAND, MEASWED ON A DRY, LOOSE VOLUME BASIS; AND SHALL HAVE A MINIMUK COMPRESSIVE STRENGTH OF THREE-*MAND (3,000) PSI AT TWENTY EIGHT (28) DAYS. 5. SURFACES, AGAINST WHICH GUNITE IS PLACED SHALL BE WETTED PRIOR TO COMMENCING OPERATIONS. 6. MAINTAIN WILDING FOOTINGS A HORIZONTAL DISTANCE FROM THE EDGE OF THE POOL EQUAL TO THE DEPTH OF EXCAVATION AT THAT POINT. FOUNDATION OF BUILDING TO BE BELOW WHERE A 45 DEGREE ANGLE DOES NOT INTEMEPT THE POOL WALL. 7. POOLS SHALL BE LOCATED IN FIRM NATURAL SOIL. 8. ANY OEM IRMWIM SHALL SLOPE AWAY PROM! ,POOL. 9. ALL amiNG 76 BE swum IN PLACE PRIOR TO CALLING BUILDING DEPARn*M FOR REINFORCEMENT INSPECTION. HOTS --sae 140901A & woo- --Lt- %a Se W, Accordme Wlfh RWA woo- %a sad lud�Codos of a MM 'jdYnal.-W 7 IS0 ff -ra Nab FRZoA 5�1 Ar P. "O.C, t -.5'-o " v f. priq Poo L. This set of plans and spedfications MUST kept an the job at all times and It Is unlawful lc - make any changes or alterations an same wW out written permission from the Dow. hiod of Public Works, County of Butte. ty "A7,6 El AUG,), 19 jo %19 This set of plans and spedfications MUST kept an the job at all times and It Is unlawful lc - make any changes or alterations an same wW out written permission from the Dow. hiod of Public Works, County of Butte. ty miN 6" WIPTA # 3 a� 6" F&M 5'-I"-ro I 01 NAL auTtS OWM t -o' 40t4r.• T_ SuLameDEPWmew VED _4=:rLkF.L . _. ..APPpo Ai 3 4,0v .1z .'Qq 04 12" 1.0 4- BA 410 �0�- BAc, cz - -93 7 Z rn 1 �r P v 3 R4 J7_",EA'-4 WAY V1\- OF CA 7 - Aug I.A. Im ploacys Sv-1111wrid POOL..' "A7,6 El AUG,), 19 jo DOUDIRKS 0e0Y1LLE0_ C= T- 46- 3012 twanaft chim. Ce (914) W-4 In q0 0:3 47 0 dD it, 0-C, EACH N47 � -*3 Ar miN 6" WIPTA # 3 a� 6" F&M 5'-I"-ro I 01 NAL auTtS OWM t -o' 40t4r.• T_ SuLameDEPWmew VED _4=:rLkF.L . _. ..APPpo Ai 3 4,0v .1z .'Qq 04 12" 1.0 4- BA 410 �0�- BAc, cz - -93 7 Z rn 1 �r P v 3 R4 J7_",EA'-4 WAY V1\- OF CA 7 - Aug I.A. Im ploacys Sv-1111wrid POOL..' "A7,6 El AUG,), 19 jo DOUDIRKS 0e0Y1LLE0_ C= BACHMAN A ASSOCIATES 3012 twanaft chim. Ce (914) W-4 In q0 0:3 Certificate of Compliance: Residential ` Wall .............. i�Y , t�vAt, l S Climate Zone 11 • *0*MAL-bL Sill, Wau • — Project Title//"" - J� 4-02 o _ /� C6 J `�/ Lot ---)c2 �/1!✓SQµ( �' '� Building Permit ii I Project Address '7>LX 3—Z/-90 CA D2oV�L� . Slab Edge ..... — meci;cd By / Date Documentation Author Telephone Enfor=ncnt Agency Use only Glazing Area Glass Type „Interior . Exterior Overhang FramirgType Glass Arca % Glass . BUII.DING DATA - North ? _� Conditioned Floor Area 34 46 Zo Number of Stories East Slab/Raised Floor Number of .Units South East ( ) > - Single Family Detached (SFD) [ ] Addition Alone West South (vj -1 _ [ ] Single Family Attached (SFA) (] Existing 3uilding Skylight !C>_ ry [ ] Multi -Family (!AT) [ ] Existing -Plus -Addition Total BUELDING SHELL L'iSULATION Skylight....... Component Insulation Locaiion/Camme= THERMAL MASS . Type R -Value (attic, to garage, t' i=- etc.) Type/Covering Area Thickness p �1 C. SPECIAL FEATURES/REMARKS. (Add extra sheets if necessary) Mandatory iifeasures Checklist: Residential • titF 1R NOTE Lpdnse ruidcntial buildings nrbjrct m L1C Star (Sada mus[ contain L1cse r+cmucs n ^ '" o! L1e cxnplianz approach used. Ivens marked vnth an utuuk-(-) may be super-.cdca by more mnngcrnt compliance ruquucrncna Dred on L1t Cwltcate of Compliance Whcn tnu checklist u incorpon" into the permit documrnu. L'+e fcaucs noted shall be consmdcmd by all partes as binding minimum component pefomunce spearrauoru for the mandatory n+eawu whe hct they are sho.m cJsewhae in the doeamesu or on Lois cN3r- = only. 0ESCRJPnON BuildinL Envelope Mexures 12.5352(x): Minim umcolins insulation R-19 v.eithted avenge. §2.5352ft Loose rill insulation rr n factttrter'i Utselod R•Value 12.5352(c): Minimum wall insulation in framed .•alts R•I I weighted average (does not apply to cstenor mass walls). §2.5352(k): Stab edge insulation - rata absorption rate no greater than 0.3%, water vapor transmission rat no grotu tnan 2.0 pemJurh, §2.5311: Iruulauon specified or instaftcd moeu California Ewgy Commission (CEQ qua)try standards. Indicate lypc 2nd form. §2.5352((): Vapor barriers 'atoryum Climue Itona 14 umd 16 only, §2.5317: tnfiltr36onrtxftltr3donContro(s a. Doors and windows bcA-cert conditioned and tJnetxmditioned spaces designed to limit air leakage. b. Doors and windows certified e Doors 2nd wird wcatherunpped: LU joint and penecratiou caulked and %=kd §2.5352(e): Special inflmLionbarrier 4uWkdtoeomplywith §2.5351matCSCquality standards. §2.5352(d): inmltation of Fvtplaces 1. Masonry and factory -built fucplaces have L -fight ftting.closeable metal or gins door Is. Outside air intake with damper and control e Flue damper and control 2. No continuous burning gas pilots allowed HVAC and Plumbiag System Measures j §2-5352(8) and 2.5303: Space conditioning equipment siring: attach a)cufations. 52-5352(h) and 2.5315: Schack tnerrnouaeon ail applinble heating systems- • 12.5316(a): Ducts consuxxted. installed and insulated per Chapter 10, 1976 UMC §b5316(b)c Eahaust systura have damper controls. §2-5314(c): Gas -fir d space hosing equipment has intermittent ignition devkcs. §2-5314: KV AC equipmerv- watt heatvs, showertneads and faucets certified by the (MC. §2•i352(il; Y, ata heater insulationMinket(R-12or greater) or combined intcriwttxvrice i�S;Lation (P.-16 or greater►; first 5 feet of pipes closets. to Lank insulated (R-3 or pnaw). •12.5312(Exception f): Pipe irnulationon stem u4 steam condensate rami & recirculating piping. §2-5318(d)- Swimming Pool Heating I1. System has: a. OtVoff switch on heaucr. b. Weatherproof insuucuon pea¢ on heater. e. Plumbed to allow for solar. 2- 75 percent thermal cfrKiency. 3. Pool cover. ' 4. Time clock, I • 5. Directional watt inlet. Lighting and Appliance Nimures 12.53526): Lighting - 25 lumcns/wan or greater for general lighting in kitchens and bathrooms. §2-5314(e): Gu fired appliances eguipped'wiLh intermittent ignition devices. - 12.5314(a): Refrigerstors, rtfrigetator•frcaers, fr=crs and fluorescent lamp ballasts certified j by the CEC. Indicate make and model number. oF-sIcNF3 I v,'PoRcL%4E'rr COMPLIANCE STATEN= This cr..rrificate of compliance lists ter building fearis s and p=rfotmar5ce specifications needed to comply with Title 24, Chapter 2-53 and Tide 20, (Iaptc: 2• Subdzzp;ter 4, Article I of the California Administratjve code. This certificate has be= signed by tette individual -*idol overall design rtspcnsibtlity and the building owner, who shall main a copy of it and transmit the carfficate to my subsequent purdtas=r of the building. Designer Building 0 Name Nam= ' TitkJFtrnt Titk/fvrsL — ^ = Ams: t -its ('; A -I LO a, A - C- Tckptaorac Tckphonc I Uc- !: (signanue) (date) (signattac) (date) Documentation Author Enforctment Agency. Name.... :: 'Name - TitluFtrrrt A Cc>cy: Wall .............. i�Y , t�vAt, l S /2 Wau • Roof .............. • 30 G J� Roof ............. Floor ............. �— Floor ............. Slab Edge ..... — GLAZING �`•��+" Shading Devices Glazing Area Glass Type „Interior . Exterior Overhang FramirgType ' _Orientation (single, double) (ro1Lx blind` etc.) _ (shsdescrecn, etc.) cycs/m) (metaVwood) ,(SO '. '. North_ ( ) _ East C VY VQ -4_ East ( ) South (vj -1 _ South ( ) l West (vl ,. -'West ( ),... _ .. Skylight....... THERMAL MASS . Type/Covering Area Thickness p �1 C. (.ib/ez.sad, (s inches Location/Description(kitchen, bath, etc.) O R 151-A Q 7, LE oR V i wt k L % " UT i e--mv 6' yl h. R6A HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Locaoon Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (OC approved equal) WOVE y,►R >A'r%C"' AXE -- -F" oT N ' Maximuin'Fumace Heating.Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # ` . System Tvve (storage gas, etc.) Caoacity ;(or approved eoual) Soecial Features) SPECIAL FEATURES/REMARKS. (Add extra sheets if necessary) Mandatory iifeasures Checklist: Residential • titF 1R NOTE Lpdnse ruidcntial buildings nrbjrct m L1C Star (Sada mus[ contain L1cse r+cmucs n ^ '" o! L1e cxnplianz approach used. Ivens marked vnth an utuuk-(-) may be super-.cdca by more mnngcrnt compliance ruquucrncna Dred on L1t Cwltcate of Compliance Whcn tnu checklist u incorpon" into the permit documrnu. L'+e fcaucs noted shall be consmdcmd by all partes as binding minimum component pefomunce spearrauoru for the mandatory n+eawu whe hct they are sho.m cJsewhae in the doeamesu or on Lois cN3r- = only. 0ESCRJPnON BuildinL Envelope Mexures 12.5352(x): Minim umcolins insulation R-19 v.eithted avenge. §2.5352ft Loose rill insulation rr n factttrter'i Utselod R•Value 12.5352(c): Minimum wall insulation in framed .•alts R•I I weighted average (does not apply to cstenor mass walls). §2.5352(k): Stab edge insulation - rata absorption rate no greater than 0.3%, water vapor transmission rat no grotu tnan 2.0 pemJurh, §2.5311: Iruulauon specified or instaftcd moeu California Ewgy Commission (CEQ qua)try standards. Indicate lypc 2nd form. §2.5352((): Vapor barriers 'atoryum Climue Itona 14 umd 16 only, §2.5317: tnfiltr36onrtxftltr3donContro(s a. Doors and windows bcA-cert conditioned and tJnetxmditioned spaces designed to limit air leakage. b. Doors and windows certified e Doors 2nd wird wcatherunpped: LU joint and penecratiou caulked and %=kd §2.5352(e): Special inflmLionbarrier 4uWkdtoeomplywith §2.5351matCSCquality standards. §2.5352(d): inmltation of Fvtplaces 1. Masonry and factory -built fucplaces have L -fight ftting.closeable metal or gins door Is. Outside air intake with damper and control e Flue damper and control 2. No continuous burning gas pilots allowed HVAC and Plumbiag System Measures j §2-5352(8) and 2.5303: Space conditioning equipment siring: attach a)cufations. 52-5352(h) and 2.5315: Schack tnerrnouaeon ail applinble heating systems- • 12.5316(a): Ducts consuxxted. installed and insulated per Chapter 10, 1976 UMC §b5316(b)c Eahaust systura have damper controls. §2-5314(c): Gas -fir d space hosing equipment has intermittent ignition devkcs. §2-5314: KV AC equipmerv- watt heatvs, showertneads and faucets certified by the (MC. §2•i352(il; Y, ata heater insulationMinket(R-12or greater) or combined intcriwttxvrice i�S;Lation (P.-16 or greater►; first 5 feet of pipes closets. to Lank insulated (R-3 or pnaw). •12.5312(Exception f): Pipe irnulationon stem u4 steam condensate rami & recirculating piping. §2-5318(d)- Swimming Pool Heating I1. System has: a. OtVoff switch on heaucr. b. Weatherproof insuucuon pea¢ on heater. e. Plumbed to allow for solar. 2- 75 percent thermal cfrKiency. 3. Pool cover. ' 4. Time clock, I • 5. Directional watt inlet. Lighting and Appliance Nimures 12.53526): Lighting - 25 lumcns/wan or greater for general lighting in kitchens and bathrooms. §2-5314(e): Gu fired appliances eguipped'wiLh intermittent ignition devices. - 12.5314(a): Refrigerstors, rtfrigetator•frcaers, fr=crs and fluorescent lamp ballasts certified j by the CEC. Indicate make and model number. oF-sIcNF3 I v,'PoRcL%4E'rr COMPLIANCE STATEN= This cr..rrificate of compliance lists ter building fearis s and p=rfotmar5ce specifications needed to comply with Title 24, Chapter 2-53 and Tide 20, (Iaptc: 2• Subdzzp;ter 4, Article I of the California Administratjve code. This certificate has be= signed by tette individual -*idol overall design rtspcnsibtlity and the building owner, who shall main a copy of it and transmit the carfficate to my subsequent purdtas=r of the building. Designer Building 0 Name Nam= ' TitkJFtrnt Titk/fvrsL — ^ = Ams: t -its ('; A -I LO a, A - C- Tckptaorac Tckphonc I Uc- !: (signanue) (date) (signattac) (date) Documentation Author Enforctment Agency. Name.... :: 'Name - TitluFtrrrt A Cc>cy: 1. Ceiling Insulation SQeaficabon - Numter of stories Points R -value One Two Three R-0 -IC3 -49 32 R-19 -8 s -2 R•30 -2 1 -1 R-38 0 0 0 1.1 -value 18 Percent 0.50 -176 -84 •54 0.30 -102 -49 32 0.10 -25 -13 a O.CB -18 •9 3. US -11 -5 -4 O.C4 -4 -2 -1 0.1324 2 1 O.CO 11 5 3 2. Wall Insulation .9 1 Single- Singte- 30 -61 -21 Famtry Family Multi - R -value Detached Attar ,ed Family R-0 -68 -51 -34 R-11 0 0 O R-13 2 2 1 R-19 8 6 4 U -value .9 .2 `1 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 36 -24 0.10 0 0 0 0.08 4 3 2 O.C6 9 7 5 0.04 14 .. IT 7 1 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 3 9 Insulation In Floor 21 •34 -7 Number of stories 4 _ R -value One Two Three R-0 -17 -8 .5 R-11 3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 2 7 0.60 -144 -70 46 ( j 0.50 -120 -58 38 0.40 -95 -46 v-0 0.30 39 34 -22 0.20 -4 -21 -14 0.10 -17 -8 -5 0.08 -1'1 3 -4 0.06 -6 .3 .2 0.134 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace 9 Number of stories 15 R -value One Two Three R-0 -11 -7 -5 R-5 -4 .4 3 R-11 .2 2 .2 R-19 .1 -2 - _ -2 -3. Slab Edge Insulation 15 17 - Number of Stories 8 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 - 8 6 3 F2 facstr 13 11 10 . 8 7 0.90 -4 3 -1 0.80 -1 •1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S..Infiltradon (Air Leakage) 7..Shading (Shade Open) SQeaficabon -48 -69 Points ERective Percent Class 16 Stindard -42 -59 0 na It 6. Glass Hent Last -to 35 -50 Total q Glass North East South -West U -value 18 Percent 1 4 ,51 b .41 to .31 to 0.30 or Glass Single Double .EO .50 •40 less 50 -121 -53 -39 •24 .10 4 40 -90 37 -c6 -14 3 8 35 -75 -29 •19 .9 1 10 30 -61 -21 •13 -4 4 12 29 -58 -20 -12 3 5 12 28 -55 .18 •10 .2 5 13 27 -52 -17 .9 .2 6 13 269 15 8 .1 7 14 25 -16 .14 •7 0 7 14 24 ;3 .12 •5 1 8 14 23 -40 -11 .4 2 8 15 22 37 -9 -3 3 9 15 21 •34 -7 -2 4 10 15 20 31 3 0 5 10 16 19 -29 -4 1 6 it 16 18 -26 3 2 7 12 16 -.17 -. -23 .1 3 8 12 17 16 -20 0 4 9 13 17 15 ....-17 1 6 10 M 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 .1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) -14 -48 -69 -64 ERective Percent Class 16 -12 -42 -59 (percent Plass x SC) na It Effpctive -to 35 -50 d6 q Glass North East South -West Skyright 18 5 1 4 1 na 16 4 2 5 1 na 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 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 .1 .1 .1 -1 2 0 -1 -2 -4 .2 0 na - not allowed 10 12 13 14 15 �3. Shading (Shade Closed) Errective PCs ce,t Class (percent than x SC) Edecti" X GWu Norh East Soulh West Sky5* 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na It 14 -to 35 -50 d6 na 12 -8 .-29 -40 37 na 11 -7 -26 36 33 na 10 3 .23 31 .29 .74 9 -5 -20 -27 -25 -65 8 -5 -17 .23 -21 -56 7 - -4 -14 -19 -18 -47 6 3 -11 -15 .14 38 5 .2 -9 -11 -10 .30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 8 9 11 12 12 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3, 0 na . not afkwed 8.0 7 10 11 13 14 14 9. Interior Thermal titass CIimate Zone 11 SCORE CARD Interior Slab Floor Raised Floor Water Mass Sbries Says 1700 ,CFA One Two Three One Two Three 0.0 -8 -5 -t .2 _t .1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 .2 0 1 1 0.5 -6 3 .1 1 1 2 0.7 -5 -2 .1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 4 10 12 13 13 7.0 6 9 11 13 13 1: 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 Effec^7e-25 Exterior Single- Single. +6 b 16 or Wall Family Family WQN Mass Detadled Attached Fainly 0.00 a 0 0 j 0.20 3 2 1 -12 0.40 5 4 3 -4 0.60 8 6 4 3 0.80 10 8 5 0 1.00 13 10 7 0 1.20 13 12 8 5 1.40 12 13 9 16 1.60 10 13 11. . 1.80 10 12 12 , 2.00 10 11 _ 13 •f _ 23 19 15 12 11. Heating System 12.0 30 26 22 SE or HSPF 14 9 (assumes ducts In attic) . 33 29 24 Sum of 1-6 15 10 Solar -25 or -24 to -14 to 4 to +6 to 16 or SE HSPF less -15 -5 +5 ' +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 '7.33 8 7 6 5 4. 3 0.85 7.79 13 11 10 . 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 -15 Errective SE or HSPF -9 11 (SE or HSPF x dud eMcienq) 2 1 EffecTre -25 or -24 to -14 to -4 to +6 b 16 or SE HSPF less .15 -5 +5 +15 more 0.30 2.75 -73 bt -56 -47 -38 -10 na 3.41 -45 -39 -34 .29 -24 .18 0.40 3.67 34 _M -26 .22 .18 .14 0.50 4.58 -10 .9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 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 20 17 13 1.00. 9.17. 37 32 28 24. 19 15 Z Zonal Control Adjustment .-to System Type :..-6 35 Solar Resistance 10 9 7 6 4 3 031er 6 5 4 3 2 2 12. Cooling System CIimate Zone 11 SCORE CARD Unit Size (s!) ' b. East2.� Water SEER 1139 12CO 1700 2200 2700 (asumr' ducts In attic) to to to Sim of 1.10 Type Tree less _1699 -25 or -24 In -14 to -4 to +6 to 16 or SEER less -15 3 +5 +15 more 8.0 •14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -t 3 8.9 -5 -t -t 3 -2 .2 9.0 1 .3 -3 -2 -2 -1 9.5 0 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 20 17 ,.; 14 12 9 6 -9 -7 Efre-sive SEER ' None -5 (SEER xduct erMenq) .2 4 -2 Stm of 7-10 Soar 7 5 Effec^7e-25 or -24 to -14to -4 b +6 b 16 or SEER less -15 S +5 +15 more 5.0 30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 .7 -6 -4 6.6 -5 -4 -4 3 •2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 a 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Solar Zonal Control Adjustment 7 5 10 8 7 6 4 3 5 No Cooling System Installed 2 2 Stories One " -5 -4 -4 3 .2 -2 Two + 3 3 2 2 2 1 Single-Famlly Detached and Attached Interior MasslCFA . rnx 7 •aS5 CIimate Zone 11 SCORE CARD Unit Size (s!) ' b. East2.� Water - 1139 12CO 1700 2200 2700 Heater (rtxft or • to to to or Type Tree less _1699 2199 2699 mare SG None 0 0 0. 0 0 or Solar 12 ' 8 6 5 4 HP HWR 8 5 4 3 3 Glass Heat Loss WS8 5 3 3 2 2 ZSS' POU 8 5 4 _3 3 SE None 37 -24 -18 -15 -12 95% Solar -1 t 1 0 0 0.6 HWR -18 -12 -9 -7 3 23 WS8. -25 -16 -12 -10 3 3.6 PQU -18 _:12 -9 -7 -6 n None -5 -3 .2 4 -2 1.4 Soar 7 5 4 3 2 2.9 POU 3 2 1 1 1 !E None -28 79 -14 -11 -9 06 Solar 8 5 4 3 3 2 PCU -t0 3 -5 -4 -3 15 Multi-Famlly 3.9 (Indlvidual units) 4.5 AS 5 52 Unit Size (sl) 30% Water 0.7 699 700 1200 1700 2200 Heater Credit or b to b or TYPO TYPE less 1199 1699 2199 mora SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 4 WS8 9 4 3 2 2 5.5 POU 9 .5 3 • ' 2 2 SE None -45 -23 -15 -11 -9 11 Solar 2 1 1 0 0 4.6 HWR -23 -12 -8 3 -_5 - WS8 .25 -13 -8 3 -5 _QQU -23 -12 .•8-•_ 3 -5 IG None -8 -t -3 .2 1 .2 4.5 Solar 6 3 2 1 1 _ POU 1 _0 0 0 ' 0 IE None 30 -15 .-to - : -8 :..-6 35 Solar 18 9 6 4 4,:". 5 POU • -8 -4 -3 .2 -2 Interior MasslCFA . rnx 7 •aS5 CIimate Zone 11 SCORE CARD -(- b. East2.� - Z x - Measures c. South 1'. Ceiling Insulation R-30 or 2 �0 _ x b" = 1 1-7 R-valne1381 U -value (0.0301 2. Wall Insulation �-� or TYPE 1 MASS AREA i _ R-value(11] U -value (0.0981 3. l1.IwIK•..11 le_T,.e ,1_el 4000=0� or R-value(191 1.1-value(0.037] 4. Slab Edge Insulation t rrPE 1 MASS MAC 4 4.2. 14: exposed ■labl P. factor (0.771 S. Infiltration Standard 6. Glass Heat Loss 0% S% 10% 15% 207 ZSS' 10% 35% 40 C A5Y, 5M 55% 60% 6St 70% 75% 00% 6SY M 95% 100% 105% 110`; 115% 1; 0 0.2 0.4 0.6 0.6 1.1 1.3 1.5 1.7 1.9 ZI 23 ZS 2.7 2.9 3.2 3.4 36 3.6 4 4.2 44 4.6 46 5 10% 0.2 0.4 0.6 0.6 1 1.2 1.4 1.6 1.9 Zi Z3 Z5 27 2.9 11 3.3 3,s 174 42 4.4 46 46 5 2C% 03 06 0.6 1 1.2 1.4 1.6 1.6 2 22 Z4 27 Z9 3.1 3.3 15 3.7 3.9 4.1 43 4.5 AS 5 52 5. 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.6 2 22 24 26 ZS 3 32 3.5 3.7 3.9 4.1 43 4.S 4.7 49 S.I 53 5. 5 4t7% 0.1 0.9 1.1 1.1 1.5 1.1 1.9 21 24 26 2.3 3 3.2 3.4 3 S 3.6 4 4.3 4 5 4.7 4.9 51 53 5.5 S. 50r. 0.9 1.1 1.3 15 1.7 1.9 2.1 23 25 2.7 3 11 14 3.6 3.6 4 Al 4.4 4.6 4.6 it 5.3 5.5 5.7 5. 5s% 0.9 1.1 1.4 1.6 1.6 2 22 24 2.6 Z6 3 12 35 37 3.9 4.1 4.3 4.5 4.7 4.9 5.1 S3 56 56 60% 1 1.2 1.4 1.7 1.9 21 23 25 2.7 29 11 13 35 3.8 4 4.2 4.4 4.6 46 5 52 5.4 56 5.9 6 65 Y. 1.1 1.3 1.5 1.7 1.9 22 Z4 26 2.6 3 3.2 3.4 35 3.6 4 4.3 45 4.7 4.9 5.1 53 55 5.7 5.9 61 10% 1.2 1.4 1.6 1.6 2 22 25 21 29 11 13 3.S 11 3.9 4.1 4.3 4.6 4.6 5 52 5.4 56 5 6 6 61 75% 1.3 15 1.7 1.9 21 23 2.5 27 3 12 3.4 16 16 4 4.2 4.4 4.6 4.6 5.1 5.3 6 7 5-5 5.7 5.9 6.1 6 so,. 1.4 1.6 1.6 2 Z2 2.4 26 2.1 3 33 35 31 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 56 6 651: 1.4 1.7 1.9 2.1 2.3 Z5 2.7 Z9 11 33 3.5 3! 4 42 44 l6 46 S 52 54 56 59 62 6/ 901: 95% 1.5 1.6 1.7 2 2.2 24 ZS 2.3 3 32 14 3.6 31 4.1 4.3 4.5 4.7 49 5.1 53 55 S.7 59 6.1 62 63 64 65 66 1.6 2 22 2.5 27 2.9 3.1 33 15 17 3.9 4.1 43 4.6 46 S 5.2 5.4 5.6 56 6 6.2 6.4 6 J 1007. 1.7 1.9 ZI 2.3 25 26 3 31 3.4 3.5 18 4 4.2 4.4 4.6 4.9 5.1 5.3 55 S•7 i9 6.1 6.3 6.5 6.7 105% 1.6 2 22 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 S.4 55 5S 6 6.2 64 66 6a 110: 115% 1.9 21 2.3 2.5 21 29 11 13 36 36 4 4.2 4.4 4.6 4.6 5 52 5.4 57 5.9• 6.1 6.3 6.5 6.7 E9 IM 2 2' 22 23 24 2.5 2.6 27 26 3 3.1 3.2 3.3 3.4 3.6 3.6 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.1 5.9 6.2 6.4 6.6 6.6 7 125% 21 23 25 ZS 29 3 3.2 14 3.S 16 3.7 3.6 19 4.1 4.4 4.6 4.6 S 5.2 5.4 5.6 S 6 6 62 6.5 . 6.7 6.9 7.1 t 4.2 4.4 L6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 U 6.7 7 7.2 Point System Summary: CIimate Zone 11 SCORE CARD -(- b. East2.� - Z x I Measures c. South 1'. Ceiling Insulation R-30 or 2 �0 _ x b" = 1 1-7 R-valne1381 U -value (0.0301 2. Wall Insulation �-� or TYPE 1 MASS AREA i _ R-value(11] U -value (0.0981 3. Raised Floor Insulation 4000=0� or R-value(191 1.1-value(0.037] 4. Slab Edge Insulation 19 or R -value (O1 P. factor (0.771 S. Infiltration Standard 6. Glass Heat Loss ' Type (double] U -value [0.65] 7. Shading -(Shade Open) - Point Scores 0.- 96 Total Glass (161 Sum % Glass SC Eff. oro Glass a. North 3.x7 x -7 0_ b. East 24_ X �- = 7, 4 c. 'South iX Z = 6 .3I t9 - d. West 2 40 ?�7 x e. Skylight G_ X 8. Shading (Shade Closed) Ca Glass SC Eff. r$ Glass a. Notch ja 0 x -(- b. East2.� - Z x I c. South X = S7 -/3 d. West 2 �0 _ x b" = 1 1-7 e. Skylight O X -i 7 _ 0 9. Interior Thermal Mass 2-t-pld TYPE 1 MASS AREA i IntesiorYusrCFA COND- FLOOR AREA 10. Exterior Wall Nfass _ ©.. TYPE 2 MASS AREA ExuriorArallMass ND. rL OR .AREA 11. Heating System -'. ==`: x 4 = 672 Zonal Control? ( Y I N) SE or HSPF Dun icie cy (0.78) Effective SE or _- - (0.7216.61- _ HSPF (0.56/5.15] 12. Cooling System -ft o-•" - X Zonal Control? (YIN) SEER 19-51 Dun Efficimry (0.741 Effcctivo SEER (7.031 - 7 -Sum 4AP 13..Water Heating Type [SG] - Credit (oonel