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Home My WebLink About017-260-151011-41-0-151 _ r 92-0042 _ � KA O, TERENCE & SUSAN do N R:• UNKNOWN 49-S Nj SH' GARDEN. DR , CH I CO NEW. SF 11-41-151 192-0043 Y /� KATO, Terence Susan O 49 Spanish Garde Dr., Chi -Co r3. (new detached" gara 011-41.-0-151 93-631 BM KATO, TERENCE.& SUS 49 SPANISH GARDE * R;.CHICO .CONTR: MIKE DA OW 1ST RENEWAL/ -42 011-4 0-151 93-632 _ 1 KATO, ERENCE & SUSAN `4 21 C 49 ANISH GARDEN DR, CHICO 1 RENEWAL/92-43 I. t I # i i i ' a y T p R S -ENTIAL _ �' 11-41-151 92-0043 KATO, Terence & Susan, 49 Spanish Garden Dr, Chico (new detached garage), P n JOB FINALED (Date)— Signature "=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. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 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, QARAGFL(Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric . Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stu -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 0� 5. Elec.; Pool Lighting; 15 volts-GFI V`• 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 'Nl 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 V OK O=Not OK = Not Applicable Not Ready RESIDENTIAL E; = Date UNDERFLOOR (Plans) OK except k's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wra pped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except H's 16.- Water Htr.: Vent -Access -Combustion Air -Baffle --------------- -- ------------------------------- 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Shower Pan: Test. First Floor -Tub Access ----------------- ------------------------------------ 20. Test Tub & Shower. Second Floor -Tub Access -------- ------------------------------------------------ --21. Gas -Pipe: Size & Anchors - - -- ------------------------ -------------------------------------------------- -- Date Card -1 Date Card-- --- B-1 ------------ ------------------------ ----------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection ---- ------- -------- ------------------------------ --------------- ----- ---- 23. Elec. Receptacles Spacing -Lights & Switches at Doors --- -------------------------------------------------------------------- 24. Size Boxes & No. of Conductors-Stapled -------------------------------------------------------------------- ----------- 25. Roniex 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 SizerGFI ------------ ----------------------------------------------------- 28. Subfeed Wire Size r / ga. Cu or AI-A.C. Wire Size r / ga. Cu or AI - --------------------------------------------------- 29. Range Circ. / ' ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------------------------------ --- -- 30. Service -Riser Conductors & Ground -Main Disconnect ----- ------------ ---- ------------------------------ -3 1-. ----------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light -------------- -------------- --------- -------------------------------------- 33. Smoke Detector ------------------------- ------------- ------------------------------------------ Date -------------------------------------------------- Date Card B-1 Date Card -B-1 - ---------------------------------------------------------------- ----------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34.--A.-C.- Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation ------------------------ - --- -- --- - - - --- ----- ---------- ----- --- - - - - - - - - -- - - - --- _ _ 36. Condensate Drain & Overflow: & Grade -- 37. Furnance-Vent: Access -Comb. Air Return Air Vent -1 15 outlet 38. Attic Access & Platform if Furnance in Attic ------------------------------ --------------------- --------------------- Date Card B-1Date Card B-1 -1 ------------------------ -- - -------------•- ---- - ------------ ---------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's 39. Sils. Proper Material & Anchors ------- ------ ---------- ----- ---------- -------------------- -- -- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------ - -- - - - - --- - - -- -- - ---- - - - - - -- 41. Bearing Walls over Girders & Floor Nailing - - - - - - ------------------------------------------------- --- ------- -------- 42.--Draft-Stop in Walls (rat proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Tingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46, Cing. Joist-Rftr, ties-Purlin-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. -Nailing Veneer 56. -Siding 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 It's __________ 61. 62. Ext. Steps -Door & Sidelight Protection -Landings 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 -&-Rai-is--- 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 72. - 73. A.C. Duct in Garage -Damper ----- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb. Elec. & Mech. Equip. Listed for Location ----------------------- ---- --- 76. Elec. Receptacles in Garage: (G.F.I.) -Romex Protection ------------ 7.. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps ------------------------------------ ------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ...... -------------------------------- 80. -------------------------------80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; f Planters ❑ Yes ❑ No - - - -- ---------------- ------------- ---- 81. Stucco: Brown -Finish -------------- ------------------------------- --- - 82. A.C. Unit_ Disconnect. Electrical, Plumbing ) 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ---- --------------------- -- 84. Water Well; Disconnect, Electrical, Plumbing .... ...... 85. Exterior Elec. Trim; G F.I Receptacle -Underground 86. Ventilation Throughout House -- _- -- - . - --------- --- 87. Glass Protection . -- ---------------------------------- 88. - --- ------------------------------ ------------- 88. Corrections from Previous Inspections -- --- --- --- --- ------------------ ----------------------- 89. Gas Test -Meters Tagged; Gas -Electric ------ ------ ------------ ------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 1 ------------------------------------- ------ 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: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - OrcWille,•Callfornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT 4 �`43 ZONING 11-41-151 SR -3 BUILDING PERMIT OWNER Terence & Susan Kato TELEPHONE 895-0120 SO. FT. OCC. BUILDING VAL ION 0 M 8 520.00 OWNER'S MAILING ADDRESS 1703 Oak Vista Ave Chico 95926 Each qas water heater or vent CONTRACTOR'S NAME Unknown TELEPHONE 5.00 CONTRACTOR'S MAILING ADDRESS 15.00 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $ 8.520.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $90.00 ARCHITECT OR ENGINEER Len Goldman LICENSE NO. Plan Checking Fee $15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 1 cin nn T NO. I SUBDIVISION NAME I PARCEL MAP USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other netarherl Garage SPECIFY TYPE OF WORK New U Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Garage _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) IPJ 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 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. 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 cons quence f the granting of this ermit. X Date 8 Z Signature of Applicant — OwnerF Contractor ❑ Agent ❑ An OSHA permit is required for ex a ons over 5'0" de I' 'on or construct- ion of structures over 3 stories in Receipt No. 103402' 7•�5 'f10#37 WHITE-D.P.W., YELLOW -ASSESSOR, PINK-INSPECTO . GOLDENROD -APPLICANT PLUMBING PERMIT Filing Fee 115.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 Water piping 1 7.00 Each qas water heater or vent 7.00 Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW 1 615.00 Temporary service 15.00 LPermit Fee $ Cnntrartor ELECTRICAL PERMIT Filing Fee 15.00 Main service 2000A OR LESS 18.50 Main service 200A TO IOOOAI 37.50 NEW CONST. ( DWELLING OCCUP. tr\ OR ADDNS. ACC. BLDGS. / V 3.60 sq.ft. 17.15 A NEW CONSTFL M ULTI-OUTLET NON.RESID BRANCH CRC, RC ITS @ 5.00 POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 Ex. Occup. OUTLETS P(RESID )FIXED APLNSREA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 32.15 Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating r Cooling Hood 6.50 Venti lation 1 Permit Pee 3 contractor Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST l TOTAL FEE $ 182.15 HA2 D FEES IMP FL OD CDF PAJCEL PD HM IS This permit is hereby 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. R CT OF PUBLIC WORKS By Date PEROA EXPIRES Date 3— X"r:.^s n �, �.. 1m H.r: ..r�•+r••.,....�a•.� .. COUNTY OF BUTTE DEPAR-TME,QIT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CAJ A9j3" 95965 - TELEPHONE: 916/538-7541 !PERMIT APPLICATION DATA SHEET Permit No. ,` e OWNER E'-'✓�/C°.-� �� '� A. P. Proposed Building Use PC ---7".4 Building Inspector' Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans 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 esi n Compliance and supporting gy g p documentation ......... t ent of Intent for Non -Heated and AC Buildings .............. i-na ineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions 10. Fees of $ ...................................... i/ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... { 13 Scbpol District fees paid .............. 74. Sanitation approval from Health D e p a r t m e n 9,? - 04'Z- 15. 4215. 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 o, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization ................................... �fRz--0 4-7- 27. z27. A 1 WheP yov'issue the a i,�, process as follows: Mail to owner. Mail to contractor. Telephoneand hold for pickup atoffice. Deliver w/inspector. Other ��------ ,,// Applicant /tniin K` Date Q 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 pr r er it ' suance: (Circle new- item- not checked akove). 1. Index permit for above items No. t p 21 2. Additional items required: Contractor, designer, I6wne was advised of above required data byhone--- mail counter by_&K.date 1'16:9Z Contractor, designer, owner, was advised of above required data by—phone —mal l—counter bydate Plans checked by &>%< Date Z- 11-9-2-- 9- // Plans approved by L -Date g-/ (-Q 7--- Setsplans n old in W, Ile abinet AP folder Copy—DPW COUNTY OF BUTTE,- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR Ptl. CELUMBB=R — ZON1 BUILDING PERMIT OWNER SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADORES D 3 v/S✓� Cf{ `QC) C NT C R' AM,E'-� TELEPHONE CONT ACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN c Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGI E:ER_7 LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit tee $ PLUMBING PERMIT Filing Fee 15.00 C 9 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 nt 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Z6J; `Y��(�� (� SPECIFY Gas piping system 1 - outlets 5.00 Building sewer 15.00 Mobile Home X I S I G JW I @ 15.00 TYPE OF WORK New Addition Remodel❑ Utilities❑ Installation[] Other ❑ Desc/ribbe work: c l'�% 11219 61 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 20000AA OR LESS 2OR LESS 18.50 Main service 200ATO1000A1 37.50 CONTRACTORS LICENSE LAW I declare under penaltyof ) perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 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. 1 ACC. BLDGS. // 3.64sq.ft. S NEW CONSTR. MULTI -OUTLET NON-RESIO BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES20 @ 76d FIXED PR Ex. Occup. OUTLETS IRESID IEAJ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 3 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. ❑ 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. MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling I Hood 6.50 I 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 g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" de p and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEES ' I HAz OFEES IMP arCDF I PARCEL I PO HO ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date 2 Receipt No. / Q RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.-',-.;-DUPLEX & MISC. ONLY) p /� Bldg. Permit # OWNER A-ro A. P. # //- a 7- 1 51 GENERAL Plan Checker<K- c ning requirements: (sideyards and number of permitted living units). ZL�" Valuation. ans signed by designer. 4. Proper description of work on application. -.5----Exi`sting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). �oraed notice of v' . n. PLOT P �� O T,,�1 f.-Complete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. 3&---Other buildings or structures. grading, fills, drainage. S,--'Flood hazard. 6..j,,Zpecial conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). FAU & FAS road setback. 8. uilding or utilities across lot lines (Record form). FILO( PLAN �y: omplete to scale plan with dimensions. equired windows for light and ventilation (Sec. 1205). le' eQuired Windows.for second exit (Sec. 1204). �4!�lirylights (Chapter 34 & Sec. 5207). 5 an impact glass (Sec. 5406). . squired room sizes, ceiling heights (Sec. 1207). el/ GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). 8�Light fixtures, switches, receptacles, and'exterior receptacles for,main- tenance of mechanical equipment. '. 9. ocations of water heater, heating and cooling equipment, other electrical gas equipment. 1 arage firewall, door size; and closer,(Sec. 503(d)(3)).- 11 3'0" exterior exit door (sec. 3304 (f). 1eplace and wood stove location, alcoves, and clearance. i oke detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Zr— Standard bracing or engin ered design (Table 25V) —_.[S ual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. -:r.---ThrrL story building requiring engineered calculations and plans. 5�Fo� dation plan complete enough to construct building. 5,��'7.00r construction details complete enough to construct building. Elevations and Hall construction details complete enough to construct building 8---Roof construction details complete enough to construct building. i ee construction details and calcs if necessary. 16: mer ties or bearing ridge beam. l�ge door or porch header sizes. 1 ud heights. 1 Adobe soils - special foundation design. 14.etaining walls requiring design. 15. Sp a1 Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR 1P Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). rse or stone veneer (Chapter 30). 44--xterior plaster - weep screeds (Sec. 4706). Seer roof pitch for roof convering (Chapter 32). 6. Roof covering type - (fire hazard). T. am insulation - protection. 8'36" halls and stairways. in area over garage - complete 1 -hour separation,required on garage side including supporting walls and posts, etc. VAtits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ti access and ventilation (Sec. 3205). 1�� ,-access access and ventilation (Sec. 2516). 1 . Comb tion air for fuel burning appliances - L.P.G. requirements. e requirements on duplexes. ergy design. 1&'. -Flashing at all exterior openings. W-.-fD-F responsible area requirements. Z-Jv-qZ DA -TA s0EE T U fir` /D � 7�ulEx�r_(� �IISM/T GAl_e�S, ry OFFICE COPY A Address4�1 SPQNaS .6-AfLAW GAS '• Meter'By Date > ELECTRIC Meter ByDate I JOB FINALED (Date) c/D "/ ' 9 3 ►/ t Signature j i • h � � 4FIl DE TIAL - - �. F -41-0-151 d"TSt�6 i KATO, TERENCE & SUSAN �.. TaviN es P�GARDEN fii'�+1J) y ' 1 k 49NTRSPANISH-UNKNOWN DR, CH I CO NEW SF - - �- 7' --_ -- ��tz rka 5' 1DQ, .. n + a fp �ax ah lei r�®c� Q 0,k, S� )'i.1' C).0 . • W 0 • . OAAi eetA-jf'' -F 0. Nass 10'z�-�z- tri rrbn-M,n� �a.� ��.I�� i.��--- `� • G ( ft �G f N ren , /� ,vim ✓` + o EA L T_ N 6 ierM. IN �^ �2SrFICECOPYP sad ' Ar ' Address F r - GAS,; Meter By S Date' ELECTRIC ; Meter A w. OFFICE COPY A Address4�1 SPQNaS .6-AfLAW GAS '• Meter'By Date > ELECTRIC Meter ByDate I JOB FINALED (Date) c/D "/ ' 9 3 ►/ t Signature j i J=OK _ O = loot OK ' = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sk4tch 3. Sewer; Location -Test -Fall -C/O Concrete MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements " 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing •. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses - 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B=1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements ; I - p „ 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 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L -ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1, Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and„ Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card 9-1 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- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing •. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses - 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B=1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements ; I - p „ 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 V OK •O = Not OK T-- = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date UNDERFLOOR (Plans) OK except s's i nts-Flood-Slope Main; Soils-Elec. Ftg., Garage; Soils-Steel-Elec. @rttC- /" Ftg. Depth 4. Ftq., Porches & Decks; Soils -Steel-/ /Ftg. Depth %,-Sjf�mwalls, Main; Steel-Blockouts-Wrapped CVStemwalls, Garage; Steel-Blockouts-Wrapped 6a. Holdpowns and Special Anchors I , Steel -Wrapped i r ireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test lo"Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 0-PienwYs & Du ; Clearance Materia upport-Ins. i4e-Girders-Sills-Anchor Bolts -Joists -Vents -Cripples 18"Acces5 & Ventilation 16. Insulation Date Card B-1 Date �(�r.6,r Card B-1 G Date (A_S1,6C,2, CArd B-1 (.frc Dates p-j-,tr Card B -IG Date PL BING (Permit) OK except N's bustion Air -Baffle 1-L.(Nater Pipe_Test & Anchor -Nail Protection _ D.W.V.: Te Fittings & Anchor -Nail Protection i- Shower Pan: Test. First FI ub Access 20 Test Tub & Shower, econd Flo -Tub Access - -------------------- - --=------------------- 21. Gas Pipe: Size & Anchors ----------- - ----------------- Card B-1-ss�----Date ---- ----CardB-1 --- --- --------------------------------------------------------- Date/! yL Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's -Fixture & Transformer Clearance -Ins. Protection -------_ 2��,. Recepta_cles Spacing -Lights &Switches at Doors -------------- 4- - - Size Boxes & No. of Conductors -Stapled - ---�--�� - ---- -------------- -- - 28. omex Installed Close to Edge of Studs & C.J. -- - --- -- -------------- Equip Ground made 'up w/Meth. Fastners-Bond' as & Water ---------- - �- ------------------- 2 ---- ------ ------ 2 ppliance Circuts in Kitchen_ & Conductor Size/GFI Sub ed Wire Sizer r ga Cu or AI -!0 Wire Size �1 ga r AI ------- - --------- - --------------------------------------- Range Circ. / ga Dor AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 44's 0 No erwce-Riser Conductors & Ground -Main Disconnect 3t;;?q;uip Clearances Panels-Motors-Mech. Equip. 34 -clothes Closet Light -Shower Light -Spa Light --- ---- ---=------ - ----- ----- - --------- --------------- 3 . Hoke Detector ------------ -- ------- -------- Date 1 /i 4i Card B-1 .� Date Card B-1 ---- - -.----------------- - - Date -t - � - ---rd -- -�-S - ------------------------- -------- ---------- Date J-L/LJ%5ti Card B-1 C�i, Date Card B-1 Date + MEC ANICAL (Permit) OK except a's UA. C. Ducts Insulation & Support ---------------------------------------------------- ----------------------- 35. Vent Fan: Exhaust above insulation -- --- --- -- Condensate Drain & Overflow: Size & Grade ----- -- - -- --- - - - - - _ 3 Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet --------------------------------------- --------------------- - 38. Attic Access & Platform if Furnance in Attic ------------- - --------- ------- - - - - -- ---- - f4o-°-Op•-----Lp-4--------------------------------- ------------------------------ ----- - ---------------------------------------------------------------- Date Itil /fL Card B-1 G S ✓ Date Card B-1 -- ---/CELL ---- - -- - -- --- - - ----a - --1 Date SII 31 Card B-1 .0 Date Card B-1 Date FRAMING (Plans) OK except ft's 3 ils. Proper Material & Anchors ------ ------ ------ ----_ 47.artng Studs-Nailing Spacing & Bracing-Plates_Sound------- ---- 4 Walls over Girders & Floor Nailing ------------------------------------------------------------- 4ft top in Walls (rat prof ----------- - -- Wal ---------- - - - -- ---------------------- ire S s: Furred Ceilings- 1 - ases- ub ------------ --- -------------------------- --- ------ ----------- Headers & Beam -Size & Bearing C-Aefa� o J`Ci Date FRAMING (Continued) — 4an _s -Post Caps -Anchors -Connectors — g. Joist-Rftr. tidIs-Pudin -roof Era hthng.-Ring. —Fire tate Ties or Type A Flue -Fireplace Throat clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4 drm. Windows or Exiting Doors -Sill Hgt. & Dimensions ---- --_kKGarage Fire Protection Framingiy�llj7l�i t,46roperty Line Firewall & Openings 5 xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits _ Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers -- g -Nailing Veneer St cco Mesh -Drip Screed -Fd. Vents-Uriderflr. Access ' 5 GI g Area -Glass Protection -Skylights -Plastic ear - Walls; Nailing -Bolts ------------ -- -- Insulation -Walls -Ceilings _ jg• 60. Infiltration -Walls -Windows Date 11 /ed _Card B-1 C S,J Date _ Card B-1 Date / XN Card B-1 C—) Date Card B-1 Date FINAL(Pfans) OK except tt's - - Ext. Steps -Door & Sidelight Protection n ' 51?-�-Smoke Detector - 62!Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection 6&-'B-edroom Exiting 66-G.F.I. & Bath Fixtures & Tub Access -Spa -------------- - ---- --- 66. Elec. Trim & Subpanel; Breaker Sizes &Labels ---------- 6 -? irs &Rafts -- - Fireplace o _Clearances -Hearth 09. l-ec. Outlets at Wood Panel: Int. & Ext. - -- 7UFixt & Appliance: Grnd.-Air Gap -Cooking Clearance --- Elec. Outlets & Receptacles at Kit. Counter --------- 7�Garage Fire Door__Swing- Land ing-Close r - DuWAbove e-Damper Wtr. Htr.arance eConnector-P.R.V. In GaraFloor-Meth. Protection ----- - ie'F Elec. & Mech. Equip. Listed for cation Elec. Receptacles in Garage: Romex Protection - --- ---- ---- - ----------- 7� ulation- oam-Looked in Attic _ 0 Yes a, s Deck Construction -Post Caps ----- -- - ------------- - ---------------- - dn. Vents & Crawl Hole Door -Drainage & Wood -Earth earance Looked under Floor - 0 Yes - ----- ------------- --- . Following instld.; Drive 0 Yes No: Walks ❑ Yes 0 No; Planters s 0 No _ Bl. Stucco wn-Finish i ---------- if2!� C. Unit: Disco r(ect. Electrical, Plumbing - - - -- - - ---- -------------------------- -- ov oo Ibg.-Applianc ce.- learance to Openings ter W911: Disconnect, ectrical, Plumbin Exterior Ele Trim: c ac nderground - - --- l - - ------- Ventilation Throughout House -- jy7!Glass Protection — _ 8js!Corrections from Previous InspectionsGCVV - �J. Gas IKt-Meters jagqgd,. Gas-Electric`�� ater Sewer C netted- /O t_ D proval-- 7 Energy Compliance Certificate- theerIificat — Date � Card B-1 & Date Card B-1-- Date Card B-1 GC -_Date Card B-1 Date ard B-1 Date Card B-1 - Comments at Final: _ ...-a�a_r�.w..,.r�-..r, .-�:-�--. �•-.,�e'}�f.:��v-�•J1'�•�.'�i:::-'^.o`:-`�' �.,-..tet; a COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872 6307 K CORRECTION NOTICE kA To OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. — �1D0+TIanlAi k1�('C0T1011t tai e%YL q3 -,l -Te 1 i>Asn• .f Date `(9 -3-x'3 Inspector REV 10192 dti <vC 7 ln,-J\>R`1 A, t) X it flUoM Q gV%A ST t o tJ o \nl /H . T t ih M 1nl .� /9 /lf Igs ll, ..V r; � nt r L <q. () ►2 N1� e ?L LiN k IVACS, Sk\S-L N CCu tx16 Ll CgT . ..: rx - E0 1 l C1Uw.4cG r /moi _ /n! TT Ir ,A �2 A[ -;FL G fit'ZAER �CT(A� �QDA I t 1zIv�1�,�n�/ 2VTl�1itILI WALL. - NI -JC F • SU to V lV,, I)cro11 /I-r,n_Ie tai e%YL q3 -,l -Te 1 i>Asn• .f Date `(9 -3-x'3 Inspector REV 10192 - -„tet__•,*. r”>wi'�yct}r.-'-.`x.. -✓ 1. ��.... _ COUNTY OF BUTTt BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SEVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A mmitinebmgmcdon indicates that the following violations of Butte County Ordinances exist at the atom ams and should be corrected. Please notify this office when correction of work is cou4&Me&ffTmhave any questions pertaining to this matter.." or need additional explanation, please oon2m this office immediately. I 9JrJc- 614/4e. eea(riAof 51 Q a v fA 0q)�,Pt,04Cwt-ffAic U To 02ACQ-VANs 1 s'6 1 - Sro r 5r00--- s'f' Ar - s lra 6 /f s R o VJ va'j s P2 eAl/, /? C . Vis. tj.4 tnvL /4///Z. ttQSr,� IA OJ r 0n0'j' d 4 , 'ArriC rf Cce U .yo- Is r �Lolgll�ti � olflcr o4�c w,ctir;v l�V i>e '/.4Sr4� �'� 4r e-#/, dime - n td7 Dabe��' f Inspector T %did.,(,;,, P R6L) :;;'es M(- r-Hah IAN 2_rrL-D1�R 1- 1?G F1QPLt(A4e (--I Z��tlG.A2 � LI fi 12" �1nl��G2 L\U\4G AZOW. Date 6 - 30 - 9 2- Inspector ./3 , ZJ A-rjs�, REV 11191 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 ' 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 :- CORRECTION NOTICE OWNER PERMIT NO.. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. <,t P R6L) :;;'es M(- r-Hah IAN 2_rrL-D1�R 1- 1?G F1QPLt(A4e (--I Z��tlG.A2 � LI fi 12" �1nl��G2 L\U\4G AZOW. Date 6 - 30 - 9 2- Inspector ./3 , ZJ A-rjs�, REV 11191 r' COUNTY OF BUTTE'' DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE k6TQ 12- o-0 Y3 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. +�- G fZ A IN 6 1 AAI �t T L C //3 n F 2,sU l 5 e� Il\ rel ( 12 75 12 " X 1Z �- »T INN I -J/ �Ow,ics Ar (0 (�.0 Date y - 3( - Z Inspector 1) jA,l--J's REV 11191 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE <<ATo X2.0 bD- OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. MAX- Nassar- OF 11 '6, nA/ �FrA,f- �%- 10AcL� 13:i, r�vc-2 4 lam" Am\ 1--.)2 vrfIrl,« - \Jf2rlcAc,s AT VIA ( L I) IQ NIGH Date 'f - % q Z Inspector REV 11/91 Permit9,f)o t{2, I EYERCT CERTIFICATION LOCA:?N A.P.! DESCR:PT:O`I OF INSULATION ROOF MATERIAL BRAND NAME THICKNESS THERMAL RES. EXTERIOR WALL MATERIAL Fiberglass BRAND NAME Certineed THICKNESS �� THERMAL RES. CEILING BATT OR BLANKET TYPE -FIBERGLASS BRAND NAME Certineed THICKNESS % � THERMAL RES.. LOOSE FILL INSULSAFE III BRAND NAME CERTAINTEED THICKNESS THERMAL RES. FLOOR -ELEVATED MATERIAL Fiberglass BRAND NAME Certineed THICKNESS THERMAL RES. FLOOR -SLAB INTERIOR WALL MATERIAL Fiberglass BRAND NAME Certineed THICKNESS - THERMAL RES. I HEREBY CERTI4Y THAT THE -ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS IND J N�/dba SHASTA INSULATION LIC.#650722 11k191? Iherebv certifv the above insulation and all required items as shown on the building department approved plans and attachments have been installed as required by the State of California Energy Requirem_ncs. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of "Calif. %0, // l `� f�iR�io cam/ FIRM NAME/ ER (PLEASE PRINT) STATE CONT. LIC! IGNATUR£ OF GENERAL CONY OWNER DATE . This certificate must be on file with the Building Dept. prior to Final and posted within the building. C. ertificate'' "of Cod o Y e Certificate 2161 -91 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products . identified below and marked with a collective mark of American Wood Systems (AWS) were man- ufactured in accordance with the specifications indicated below. ANSI Standard A190.1-1983, for Structural Glued Laminated Timber Job Name __Mj_ke Darrow- -Kato - JJob Job'Location 49 Spanish Garden Dr. Chico, Ca,_ _ Customer's Order No. _ 146-724Z Date 1 n_no_qj 09-01215 Migr's Order No. Signature Company Title (lllAl TTY (f1NTRQl SIIPFR}f1S1?R ISE CASCADE CORP. Address P. 0. BOX 50 Date BOISE, ID 83728 IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of American Wood Systems (AWS) is subject to regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. s • SEAL �a�e �4SHINGI�� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,.California 95965 - Telephone: 916/538-7541 APPLICATION Ahb PERMITty PERMIT NO. A A ASSESSOR PARCEL NUMBER 011-410-151 OWNER Terence & Susan Kato ZONING SR -3 TELEPHONE 895-0120 BUILDING PERMIT SQ. FT. OCC. BUILDING VALUA ON OWNER'S MAILING ADDRESS 1703 Oak Vista Ave. Chico 95926 1ST RENEWAL CONTRACTOR'S NAME Unknown %J rejw- TELEPHONE 7AZ7 CONTRACTOR'S MAILING ADDRESS 1 Pc0 60 Z Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. /ESS Filing Fee $ 15.00 Permit Fee @ 1 Fee $ 452.75 Plan Checking Fee $ ARCHITECT OR ENGINEER'S LING ADDln Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 467.75 SpIgn• r, PLUMBING PERMIT FilingFee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE 3 Bedroom Single SFEJ Duplex❑ Mobilehome❑ Other Family Home 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 ❑ Remodel ❑ Utilities ❑ Installation❑ Other® Describe work: 1st Renewal of B.P. #92-0042 rT— Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and ProfessIo s Codeind my license is in ful orce and effect. License No. Classification ElI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for tilis reason Main service zoOATO1Do0A, 37.50 -50 NEW CONST . / DWELLING OCcuP.tk� 3.3 OR ADDNS. ( ACC. BLDGS. / NEW CONSTP_ U TI.OUTLET NON .RES,. BRANCH CIRC ITS @ 5.00 (POWER APPARATUS &I (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED EX. Occup. OUTLETS PIRESID IREA.) 3.00 Temporary service 15.00 Mobile Home Facilities 1 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare At penalty of perjury (check one): ❑ The permit is for $100.0 va ua Ion or less. p I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 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 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 gainst said Coun consequence of the granting of this permit. P— �2-� Date 3' Y ` Signature of Applicant — Owner ❑ ContractorX Agent ❑ An OSHA permit is required for excavations over 5 eep 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 $ 467.75 HAz I DFEES I IMP I FLOOD I CDF PARCEL I PD I HD ISSUE I i This permit is hereby issued under the applicable provi- sions of the Butte County ode and/or resolutions to do work indicat o which fees have been paid. E F PUBLIC WORKS By Date l Yj PERMIT EXPIR S Date 4 Receipt No. f 3 S J WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT AN J '•4: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS • . • . - .. PERMIT NO. 7 County Center Drive - Oroville,l.Gali 'rxria 95965 - Telephone: 916/538-7541 - APPLICATI'd INA) PERMIT F A A ASSESSOR PARCEL NUMBER 011-410-151 ZONING SR -3. BUILDING PERMIT OWNER Terence & Susan Kato TELEPHONE 895-0120 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS•.. 1703 Oak Vista Ave. Chico 95926 1ST RENEWAL CONTRACTOR'S NAME Unknown i e Oa racy- TELEPHONE 3r{3-782% CONTRACTOR'S AILING ADDRESS f't0, d 15-92-7 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee FPe $ 452.75 ARCHITECT OR ENGINEERL N LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S CA LING ADDRESS " Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS �. .' Permit fee $ 467.75 r n PLUMBING PERMIT Filing Fee 15.00 Each Trap �. w 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE 3 Bedroom Single SF Duplex.❑ Mobilehome❑ Other Family Home SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ "Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work: - 1st Renewal of B.P. #92-0042 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one : ❑I am licensed under p provisions of Cha t. 9, Div. 3 of the Business/ and Professio s Codefnd my license is in ful _orce and effect. License No. Classification F-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: is reason ° : ` Main service 200ATO1000A, 37.50 NEW CONST. ( DWELLING OCCUP. N� 3.6Q sq.ft. OR ADDNS. l ACC. BLDGS. NEW CONSTR U TI.OUT LET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS el \SINGLE OUTLET CIR. / 20 @ 76 Ex. OCcup(OUTLETS OR FIXTURESRAI 0 Ana FIXED Ex. OCCUp. OUTLETS (.RESID )REAJ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit t=ee WORKMEN'S COMPENSATION INSURANCE I declare ud r penalty of perjury (check one): ❑ The permit is for $100.0 va ua Ion or less. ? ® 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating ) Cooling 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 gainst said Coun consequence of the granting of this permit. 1/ t � Date 3— y - 7 � signature of Applicant — Owner ❑ ContractorIK Agent ❑ An OSHA permit is required For excavations over S eep 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$467.75 HAz DFEES IMP I FLOOD CDF I PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County ode and/or resolutions to do which fees have been paid. PUBLIC WORKS work :;;S* By Date 4 PERMIT EXPIRES Date 4 _ Receipt No. � 3 5 G' % � WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, 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.construct.ion of the proposed property improvement (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 following person (firm) to provide the proposed construction: ) Name Address E,®= 5"S016 City c4tCc�, Phone 3¢?=7$3-7 Contractors License No. x/31397 4. I -plan to provide.portions of this work, but I have hired the'follgwirg person todoordinate, 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 Address . Phone Type of Work Signed: / Property Owner �� 2_!�� Social Security Number Date 1-7WX A_C S�j99� NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19332-o.f the.California Health -and -Safety Code.. - t'Yf This verification must be completed and returned to our office before we are per - X mitted to issue the permit. t Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 _ Each qas water heater or vent 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 SF @ Duplex❑ Mobilehome❑ Other Detarharl garage Building sewer 15.00 SPECIFY Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: 1st Renewal of B.P. #92-0043 CONTRACTORS LICENSE LAW I declare under p alty of perjury (check one): ❑ i am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio s Code and my license is in full force and effect. License No. Classification R- 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) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare and r enalty 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. 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, judgme ts, costs, and expenses which may in any way accrue p`gainst saidaCounty i c nsequence of the granting of this permit.., ^ Date 3— signature of Applicant — Owner ❑ Contractor JC Agent ❑ An OSHA permit is require or excavations overdeep and demolition or construct- ion of structures over 3 stories in height. Receipt No. / 35-( s WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT I Permit Fee S Contractor $ ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT 0. NEW CONST./ DWELLING OCCUP.d+� OR ADDNS. l ACC. BLDGS. 7 County Center Drive - Oroville', OaiifornN 95965 - Telephone: 916/538-7541 NEW CONSTR. U T1.OUTLET NON.R ESID BRANCH CIRCUITS) IRC ITS @ 5.00 POWER APPARATUS Q) SINGLE OUTLET CIR. I APPLICATION AND PERMIT Ex. OCCUp(OUTLETS OR FIXTURES 20 @ 715 ASSESSOR PARCEL NUMBER 3.00 ZONING 15.00 Mobile Home Facilities 15.00 011-410-151 -15.00 SR -3 BUILDING PERMIT OWNER IMP I FLOOD I COF TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION Kato 895-0120 OWNER'S MAILING ADDRESS 1703 a t Ave. CHico 95926 IST RENEWAL CONTRACTOR'S NAME Unknown Nike- ac TELEPHONE - 7 2 CONTRACTOR'S MAILING ADDRESS P,Oe 13 C CD 95-72-7 Fireplace CONSTRUCTION ENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee @ FFee $45.00 ARCHITECT OR ENGINEER LICENSE NO. Pian Checking Fee $ a ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 60.00 PLUMBING PERMIT Filing Fee 1 15.00 t Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 _ Each qas water heater or vent 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 SF @ Duplex❑ Mobilehome❑ Other Detarharl garage Building sewer 15.00 SPECIFY Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: 1st Renewal of B.P. #92-0043 CONTRACTORS LICENSE LAW I declare under p alty of perjury (check one): ❑ i am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio s Code and my license is in full force and effect. License No. Classification R- 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) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare and r enalty 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. 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, judgme ts, costs, and expenses which may in any way accrue p`gainst saidaCounty i c nsequence of the granting of this permit.., ^ Date 3— signature of Applicant — Owner ❑ Contractor JC Agent ❑ An OSHA permit is require or excavations overdeep and demolition or construct- ion of structures over 3 stories in height. Receipt No. / 35-( s WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT I Permit Fee S Contractor $ ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200A TO 1000A) 37.50 NEW CONST./ DWELLING OCCUP.d+� OR ADDNS. l ACC. BLDGS. 3.6a sq.ft. NEW CONSTR. U T1.OUTLET NON.R ESID BRANCH CIRCUITS) IRC ITS @ 5.00 POWER APPARATUS Q) SINGLE OUTLET CIR. I 6.50 Ex. OCCUp(OUTLETS OR FIXTURES 20 @ 715 Ex. OCCUp. OUTLETS IIRESID.)REAJ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 OCC CONST TYPE Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor 3 Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $h0.00 HAZ I D FEES I IMP I FLOOD I COF I PARCEL I PD I HD IISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indi!cl a v or which fees have been paid. OF PUBLIC WORKS By Date /G t PERMIT EXPIRES Date 3/11/94 t , • Y ! COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville., 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 perso.nally plan to provide the major labor and materials for construction of the proposed property improvement (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 following person (firm) to provide the proposed . construction: -Name MI i®to C�-We c60"n W �&3n S &O Address.. .Q $} �a C, City C -4t -do Phone ? Contractors License No. 9- 4.- I plan; to provide portions of this work, but I have hired the fo.11o.wing 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 Address Phone Type of Work Signed: — --�-- ._¢_ Property Owner Z P�ie�.c� / , �aaL Social Security Number Date 'Lyl,�.,.-Q► 5. /94a NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of th'e..Califor.nia Health and Safety -Code.- --' - This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMEN_T OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville; California 95965 - Telephone: 916/538-7541 92-0042 APPLICATION AND PERMIT SSESSOR PARCEL NUMBER ZONING 0 1 11-41-151 1 SR-3I BUILDING PERMII� I OWNER - T`ELEPHONE SQ. FT. I OCC. I BUILDING VALUATION N NG ADDRESS CONSTRUCTION LENDER N CHITECT OR ENGIN ESS T NO. SUBDIVISION NAME 4 Spanish Gardens USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other UNKNOWN NO PARCEL MAP ECIFY TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation❑ Other❑ Describe work: - 3 Bedroom Single Family _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed UU11 ct- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason 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. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X � &z =40:t;Date /,?472- Signature of Applicant - Owner Y Contractor ❑ Age t ❑ An OSHA permit is required for excavations over 5'0" de p and de o 'ti or const ion of structures over 3 stories in height. A7�L-I Receipt No. 103402 $532.75// 110 q 3 7 - 4 8 13•�S o WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 11,538 11,312 Fireplace I "A" 3,000 Total Valuation $ Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G 1W $ 15.00 $ 905.50 $ 452.75 $ 20.00 $ 1393.25 Filing Fee 15.00 1 5.00 75.013 20.00 Main service 600V OR LESS 200A OR LESS 7.00 7.00 2 7.00 14.00 5.00 NEW CONSTR. ULT' -OUTLET NO N.R ESID BRANCH CIRC ITS 15.00 (POWER APPARATUS .&) SINGLE OUTLET SIR. @ 15.00 Ex. Occup(OUTLETS OR FIXTURES20 Penult Fee $ 131.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 18.50 Main service 200A TO IOOOA) _ NEW CONST. ODDWELLINOCCUP.&\ ADDNS. ( G _37.50 3.54 sq.ft.R 133. / J NEW CONSTR. ULT' -OUTLET NO N.R ESID BRANCH CIRC ITS (POWER APPARATUS .&) SINGLE OUTLET SIR. Cooling 4 TON Ex. Occup(OUTLETS OR FIXTURES20 @ 75 Ex. Occup. OUTLETS (RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 I Permit Fee S 1 GL n Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating SPLIT 21 9 -OC 18.00 Cooling 4 TON 2 33.00 Hood 6.50 6.50 Ventilation 4 4.5C.17.5.0 Permit Fee $ 90.00 Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 _ 5 1 WEE E TOTAL ff E$ 1821.20 HA2 I D FEES I IMP J FLPQPel CDF I PARCEL, I PD 1 4D ISSU This permit is hereby 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. Q ,DITOR OF PUBLIC WORKS By 71�� - --- - -- Date 3-t1- 2 2 EXPIRES -/I_t7 COUNTY OF BUTTE - DEPART'MENt OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT PERMIT NO. �- 2 ASSESSOR PAR EL NUMBER ZON� BUILDING PERMIT O v1G WNN E TELEPHONE NE0 � SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADORE /70 /��✓GTELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation I $ Filing Fee 15.00 LENDER'S MAILING ADDRESS Permit Fee $ , ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ .S Energy Plan Checking Fee I $0 0 ARCH ECT OR ENGINEE MAILING ADJ7RESS Penalty $ BUILDING SS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.001a �S 9a Solar or heat pump water heater 20.00 LOT I SUBDIVISION NAME PARCEL MAP j0 u ~ J 3 Water piping 7.00 00 Each qas water heater or vent 7.00ZV USE OF STRUCTURE SFkDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets _coo 5.00 a Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New Addition❑ Remodel Utilities ❑ Installation[] Other ❑ Describe work: A" Permit Fee $777, p Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR 200A OR LESS 18.50 Main service 200A TO IOo0A) 37.50 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 ❑ 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 ADONIS. l ACC. BLDGS. // 3.54sq.ft. NEWCONSTFL ULTI.OUTLET NON. R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS .&) SINGLE OUTLET CIR. / Ex. Occup\OUTLETS OR FIXTURES 20 76d RA Ex. Occup. OUTLETS PIRESIO 1REA.� I 3.00 Temporary service 1 15.00 Mobile Home Facilities 1 15.00 Misc. Wiring g 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 became 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 FiIingFee 15.00 Heating tv Cooling Hood Ventilation f 6.50 Penult Fee $ Contractor I certify that 1 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 g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" dee and demolition or construct - ion of structures over 3 stories in height. / Receipt No. _5�/ _ ()Q Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL F NAz 1 0FEES I IMP FLQQ6,1cDF iE P D HD S This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date OWNER COUNTY OF BUTTE - DEPARTMENT OF' PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Proposed Building Use f5E Building Inspector Permit No. A. P. rDate _z w� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans...... g-1,3. Complete plans in duplicate/triplicate, signed by preparer of plan .. 4. Complete engineered plans and calcs, with wet signature on plans... 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... —eStatement of Intent for Non -Heated and AC Buildings .. ngineered 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 ......... ark ees_ pati �J.................................... School District fees paid .............. c 4. Sanitation approval from C_ C7 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 —1 'riveway permit (construction approval required prior to occupancy) 3 A11.1 L t` 20. Pre -Inspection for required ... quest to Building Insp ec, re tor (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. A 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .. ::&/al""'��-�- � Recorded copy of Agricultural Acknowledgment Statement ......... — /fit ' When you issue theermit, pr cess as follows: Ma' w er. _ Telephone and hold for pickup at office. Mail to contractor. _Deliver w/inspector. Other Applicant Date / �e 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 pr i to it 'ssu ce• ( 'rc a new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor,esl er, q!2e , was advised of above required data by—Lo—one—mai I —counter by_f—_'4_.date Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date Plans checked by �%4_ Date Plans approved by 0L Date Z/�'Sets of plans on hold in Ile cabinet AP folder Copy—DPW NOTE a* Sanitar an Date TO Buildinq.Department FROM: Environmental Health SUBJECT: Sanitation Clearance � Owner Location Ap#�, Plan Approved for: Sewaqe Disposal Water SupplyL=._ Fold final for:�,.��h� ,� �' S•�,.� Water Supply, Final clearance O.R. for: Water Supply Clearance for 3 bedroom ab°ie home. Other NOTE a* Sanitar an Date K,Lun/ Lo N1/ ' FOR RESIDENTIAL DEVELOPMENT . . 'Section. 26-8.1. of the Butte County Code ,"equirem Lhia acknowledgement be ` prior to issuance of a building permit. �8� . ~~~ ?he pcoyc*rt.y '|e'ocrihed here -in is adjacent E—Peraonal]y known Lo land or included within an area zoned [!`r agrin/\/ornl pvrposea, ui/d res iJcnis of Lhis |`r"|x`riy ox/y be ov|,'ocL u` ivcm'- OO�B1G v?nicncea or discom[ort xri �o from Lhc 92- uec v[ ogrj'n]Lurui chemicaim,rinc1udiv8,, NOTARY PUBLIC - CALIMFORNIA D13,1"2. |,uLnot ]jmiLod iq herbicides, pesticides, � onJ [erijlixern;. and f rom the pursuit BUTTE DOUNTY My comm. expiras AM41AY . u[ agricu|Lurol,. operaiion� iocluding, set my baud and official seal.. but not |imjLeJ to. culLivatinn,'plowing, 1680uIA'W4mwwk$A MM spraying,, pruni"8, and harvesting which occaaionaiy generate jueL, smoke, 'zoiae, a'11 (I odor' Butte County -has eaLuk|jx|`*\ . Xri,u]- L.urol. zones which haveas u priority use for productive aAriculturm1 purposes, ooJ !cyiJmou within spiJ zones and on adjacent property should he prepared to accept sudh im''vvvnhMIC L or diucvm[or� from normal, necessary lucm operations. � ' ` All thu�� real dr rty, situate io the CuuuLy of Butte, Stu[e of , Califnn`iu, J,^cribcis m [o' l.luws .� � ' Date: PROPERTY OWNERS: .' . 62 State of On b he d t �' the'uuderoigued Notary Yublio�~ye ] CounLy n[' ' , � PreamnL A.p- No. , E—Peraonal]y known to m,' Proved to. me on the basis .' � f factory 6idi- � OFFICIAL SEAL PATSY L CAR M, -6 be e person(s) ed to the within whose name(s) instrument and acknowledg6l. that NOTARY PUBLIC - CALIMFORNIA D13,1"2. ed the same for the purposes tbe*reiu contained. IN w|TM`,xS� BUTTE DOUNTY My comm. expiras AM41AY HEREOF, I hereunto set my baud and official seal.. 1680uIA'W4mwwk$A MM � PreamnL A.p- No. , EXHIBIT "A" ORDER NO. BU -1198 ALL THAT CERTAIN LAND SITUATE IN THE STATE OF CALIFO, OF BUTTE, AND IS DESCRIBED AS FOLLOWS: RNIACOUNTY PARCEL I: LOT 4, AS SHOWN, ON THAT CERTAIN MAP ENTITLED, "THE BLUFFS AT SPANISH GARDEN", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE., STATE OF CALIFORNIA, ON JULY 19, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 52 THRU 56. EXCEPTING.THEREFROM A ONE FOOT NO ACCESS STRIP LOCATED ALONG THE SOUTHERLY.: BOUNDARY 'OF THE ABOVE DESCRIBED PARCEL OF LAND AS DEDICATED TO THE. COUNTY OF BUTTE, AND AS SHOWN ON THE ABOVE REFERENCED. MAP, PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS SPANISH GARDEN DRIVE AND ALM BLUFFS DRIVE, AS SHOWN ON THAT .CERTAIN MAP ENTITLED, "THE BLUFFS AT SPANISH GARDEN" IN THE OFFICE OF THE RECORDER OF THE COUNTYICH F BUTTES CORDED ATE OF CALIFORNIA, ON -JULY 19, 1985, IN.BOOK 100 OF MAPS, AT PAGE(S) 52 THRU 56. EXCEPTING THEREFROM ALL THAT PORTION. LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PAGE 5 BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION/FORM (One Form per Building) A.P. Number ��'�'�� Building Department No. School District - City = County [A Jurisdiction Property Owner �� .4 Project Location/Addressj�'?/%�.f,'��/ Subdivision 15�A1'(//<W (5;1-%2 L6Lot Number Residential Development: '` L!0A01- Sq. Footage 3%7 # of Living MHI Addition (Group R) Units / J Commercial/Industrial: Sq -Footage New Addition (Including Exterior Roofed Areas) Buildi g Depai`tment Representative"' (Floor Plans reviewed by School District Personnel) 1.111 District Id No. q,9K) School District certifies that �J (Applicant Name) r (Phone Number). /5— Com. U�f_ L' —X e:Z (7,1.ti -1V (Street Address) (City) (State) (Zip Code) has :complied with the requirements of Resolution No. by the payment of $ 3 representing '3/73 square feet. ) /,/.? Z22 School District Representative D to PAID BY CHECK NO.(� BANK NO PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district a SCHOOL.FEE (8/88) r� ' • +► asp -BUTTE COUNTY PARRS DEVELOPMENT FSE CERTIFICATION FORK CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) Property Owner7 Project Location/Address Subdivision Number(s) Residential Development: (check one) �ewevelopment _Alteration/Addition _Mobilehome(s) Total Number of Dwelling Units ' 11 Comment: e: -,—*/ 0 _Non -Residential to Residential �r�lnk�kyrytyr�ryr�k�ryt�rrryr�r ��x��r� �ryr�r�r�r�r�r�r�c�r�c �rrr�r�r *,r�r�r�rw�r,r�r�r�r�r�rrr �ki�ryryr�yt�Ink�Icyr�k�nk�ryr�IrYrYt�Aryryc Chico Area Recreation and Park District(CARD) certifies that ,eel C c_ o'n d S u sn ^ VICZ +a __C) (Applicant Name) (Phone Number) 103 0QK (Street Address) < <C City State qS9 a (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for I dwelling units @,$1,189 for total payment of $ /11K �. -0'0 Amh.";z CARD epresentative bate PAID BY CHECK NO. REMARKS BANK NO. l - PAID BY CASH RECEIPT N0. 601 A #301 Distribution: White --Applicant - Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept.. N 'oint System Summary: Climate Zone 1.1 P -2R ProjeclTltle Date BUILDING DATA Conditioned Floor Area . J/ %?, Number of Stories Slaty/ sed Floor) Check all applicable Unit Type condition(s): [ y Single Family Detached (SFD) [ ] Addition Alone [ ] Single Family Attached (SFA) [ J Existing Building [ J Multi -Family (MF) [ ] Existing -Plus -Addition SCORECARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Skylight a. North - b. East 7 7'.3'_ c. South d. West e. Skylight 8.. Shading (Shade Closed) a. North b. East . c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass Measures Glass Area % Glass North Point Scores 11,571 East /. __-I— South / 9 / 6 - West' X = �" Skylight or - Total 7 7'.3'_ RQvalue I I I I Measures SC Eff. % Glass Point Scores or R -value (381 C-2 . U -value 10.0301 X = �" e /tom or RQvalue I I I I U -value 10.0981 f l . / � or l l _./ R -value 1191 U -value 10.0371 or R -value (01 F2 factor 10.771 Standard 0 .13.T�o:5 x.73- ype (double) Type U -value 10.651 % Total Glass 1161 %Glass SC Eff. %Glass /se / X . 77 _ //• l % Glass SC Eff. % Glass X x = C-2 . v X = �" e /tom X Interior Mass/CFA O Exterior Wall Mass 11. Heating System :g7 x 1-71�5 _ ��• 3 Zonal Control? (YIN) SE or IISPF :Duct Efficiency 10.791 Effective SE or 10.72/6.61 — 1 IISPF 10.566.151 12. Cooling System +(��-�� % Zonal.Contt _ ll `(�IV) SEER (9.5) Duct Efficiency 10.741 Effective SEER 17.031 13. Water Heating. 2 Type (SG1 Credit [none] Point Total: Form Revised March 1988 _4 Sum 1�-6 — -7 .Sum 7-10 N�L'D luoRlL ! GU 1-f S f i C . cEG z-- w9 2 .fo 3o Re y y/ Mandatory Measures Checklist: Residential MF -1R ` NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures * §2-5352(x): Minimum ceiling insulation R-19 weighted average. J�-J §2-5352(b): Loose fill insulation manufacturer's labeled R -Value. * §2-5352(c): Minimum wall insulation in framed walls R -I 1 weighted average (does not apply to exterior mass walls). Y= §2-5352(k): Stab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a: Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception I): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. 1W14 Lighting and Appliance Measures §2-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. Y� §2-5314(c): Gas fined appliances equipped with intermittent ignition devices. Y §2-5314(x): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. 7 Form Revised Dewnber 1987 Cerfificate of Compliance: Residential IIVAC SYSTEMS (Page 2 of 2) CF -1R 1.7//7/•x/ Date Maximum Furnace Heating Output: Btuh IIOT WATER SYSTEMS Tank Manufacturer/Model # - System Type (storage gas, etc.) Capacity (or approved equal) Special Features) lx'> _l s'Tw9� = !� 3C� iVlP_T",T— 1 ��..7,� �tJ �/. S • ,�/.��• -vim- -- SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Minimum Duct Name: Type (rumace, air Efficiency, Location Duct Output Manufacturer/ Model '# conditioner, heat pump) (SE, SEER,IISPF) (attic, etc.) R -Value (Btuh) (or approved equal) Telephone:/� — , =;/ v //ly/ Telephone: Lic. k: Maximum Furnace Heating Output: Btuh IIOT WATER SYSTEMS Tank Manufacturer/Model # - System Type (storage gas, etc.) Capacity (or approved equal) Special Features) lx'> _l s'Tw9� = !� 3C� iVlP_T",T— 1 ��..7,� �tJ �/. S • ,�/.��• -vim- -- SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Building Owner Name: ��/�/,f/ �L�/Z �� Name: Titic/Firm: Title/Firm: Address: 6: %' Address: Telephone:/� — , =;/ v //ly/ Telephone: Lic. k: (signature) (date) (signature) (date) Documentation Author Enforcement Agency Name: Name: Title/Firm: Agency: Address: _ Telephone: Telephone: (signature) (date) (signature or stamp) (date) Form Reviscd March 1988 GLAZING PLAN TAKEOFF SHEET y`FORM 8 TOTAL SOUTH TOTAL'BLDG CONVERSION TOTAL %. GLAZING FLOOR AREA FACTOR SOUTH GLAZING 3) 73 x 100 % SQ.FT. SQ.FT. 3-9 Skylights QUANTITY SIZE /AREA (SQ.FT.) (a) x (b) / x (c) x Total Skylights d off' (SQ.FT.) (a+b+c ) TOTAL 3-5 North Glazin& SKYLIGHT TOTAL BLDG GLAZING QUANTITY SIZE AREA (SQ.FT.) (a) x 2Da 100, _ B (b) _� x 22 3 to (c) /O X. (d) S x (e) 3 x 3� 3� _ = 3 6 Total North Glazing 3 9 7 (SQ.FT.) (a+b+c+d+e) /O'y TOTAL NORTH TOTAL BLDG CONVERSION TOTAL GLAZING FLOOR AREA FACTOR NORTH GLAZING 5v/ 317:3 x loo 7 % SQ.FT. SQ.FT. 3-7 South Glazing QUANTITY SIZE AREA (SQ.FT.) (a) _�" x 2 efe," loci (b) x (c) / x �" _ (d) Z- x / G —7 (e) �_ x 2" -2-0 = Total South Glazing (SQ.FT.) (a+b+c+d+e) Slv TOTAL SOUTH TOTAL'BLDG CONVERSION TOTAL %. GLAZING FLOOR AREA FACTOR SOUTH GLAZING 3) 73 x 100 % SQ.FT. SQ.FT. 3-9 Skylights QUANTITY SIZE /AREA (SQ.FT.) (a) x (b) / x (c) x Total Skylights d off' (SQ.FT.) (a+b+c ) TOTAL SKYLIGHT TOTAL BLDG GLAZING FLOOR AREA GLAZING FLOOR AREA SQ.FT. SQ.FT. OWNER PERMIT NO. 3-6 East Glazing QUANTITY SIZE AREA (SQ.FT.) (a)- x _ ✓��To� _2 (b) _�_ x (c) / x e_,p (d) x = (e) x = Total East GlazingSQ.FT.) (a+b+c+d+e) 5/ ;,,- TOTAL EAST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR EAST GLAZING SQ.FT. SQ.FT. 3-8 .West Glazing QUAQUANTITYx ZIZ� = J/ (SQ.FT.) (a) � o r (b) x = (c) x = (d) x = (e) x = Total West Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL .'i WEST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR WEST GLAZING x 100, _ B SQ.FT. SQ.FT. CONVERSION TOTAL % FACTOR SKYLIGHT GLAZING 100 c23.7 7/83 -. I 5�2n 1 LP�J �3'� ,�j t Lo vr=<=r MA L. .'i GLAZING PLAN TAKEOFF SHEET AOR M . 6 3-5 North Glazing (a) QUANTITY SIZE AREA (SQ.FT.) x 2 O 17 = (c) x tea" e�12� _ (d) x (e) x _ Total North Glazing /0J/ (SQ.FT.) (a+b+c+d+e) TOTAL NORTH TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR NORTH GLAZING x 100 = % SQ.FT. SQ.FT. 3-7 South Glazing QUANTTYSIZE AREA (SQ.FT.) (a) x 2 2 n J'7'7o (b) x (,c) x = (d) x (e) x = Total South Glazing = �1g (SQ.FT.) (a+b+c+d+e) TOTAL SOUTH TOTAL BLDG GLAZING FLOOR AREA x SQ'. FT. SQ.FT. CONVERSION TOTAL % FACTOR SOUTH GLAZING 100 = 3-9 Skylights QUANTITY SIZE AREA (SQ.FT.) (a) x = (b). x (C) x O Total Skylights (SQ.FT.) (a+b+c ) TOTAL SKYLIGHT TOTAL BLDG GLAZING FLOOR AREA SQ.FT. SQ.FT. OWNER PERMIT NO. 3-6 East Glazing QUANTITY SIZE AREA (SQ.FT.) (a) x (b) x = (c) x = (d) x = (e) x = Total East Glazing (SQ.FT.) (a+b+c+d+e ) TOTAL EAST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR EAST GLAZING x 100 = SQ.FT. SQ.FT. 3-8 West West Glazing QUANTITY SIZE AREA (SQ.FT.) (a) _� x (b) x = (c) x = (d) x = (e) x = Total West Glazing = Y (SQ.FT.) (a+b+c+d+e) TOTAL WEST TOTAL BLDG CONVERSION TOTAL GLAZING FLOOR AREA FACTOR WEST GLAZING x 100 = % CONVERSION TOTAL % FACTOR SKYLIGHT GLAZING x 100 . % SQ.FT. SQ.FT. m 7/83 -.. 2. •� ' I I I c..) 4( l> (Xo �� . 8 ,�j I vim. -a MAL - KATo RE�� I DENC>= 6Y' �• kALLACE g93 -+982 - WORKSHEET ONE: STORAGE TYPE GAS OR STORAGE TYPE ELECTRIC FOR SHOWING COMPLIANCE WITH RESIDENTIAL BUILDING ENERGY EFFICIENCY STANDARDS WATER HEATING BUDGETS 1 Water heater type t)( -q Inter JU or bt See Appendix D 2 Manufacturer A•o•SMITH From building plans 3 Model number FG I2-- 3o/ GR —5o From building plans 4 Ignition device LT- D GP, gas pilot or IID, intermittent ignition device 5 Tank volume 3 -7 Total gallons, from CEC Appliance Directory 6 Recovery efficiency .-77 Percent from CEC Appliance Directory x .01 7 Standby.loss .7-,(0+ Percent/hour, from CEC Appliance Directory 8 Rated input 3L�5 o O Btu/hr, from CEC Appliance Directory From building plans (total) (1 kWh - 3413 Btu) 9 Number of Heaters Z From building plans (total) B OPERATING DATA 1 Climate Zone Imo_ See Appendix D 2 Water heating budget _ 7-0 4-0 O KBtu/yr/unit, see Table 1 3 Tank set temp. 140 OF, fixed input 4 Water main temp. (DS OF, see Table 1 5 Daily hot water load �50 50 or 35 gallons/unit, see Table 1 6 Ambient air temp. (0 2-.8 OF, see Table 1 7 Adj Standby Losses -.07-4,+ See Table 2 8 No. dwelling units I From building plans (total) Number of pumps O From building plans 10 Pumping energy O Watt-hr/yr, see Table 3 C WATER HEATING ENERGY CREDITS 1 Credit name NONE See Table 5 2 Annual savings O KBtu/yr/dwelling unit, see Table 5 D CALCULATE ANNUAL WAIER HLAI1NU I Recovery load 11)Z92- 2 l)Z92- 2 Recovery energy 14_-_._� S 3 Standby loss energy 10,811 ([B5 x 8.25 x (140-B4) x 365 x .0011 - C2) x B8 D1/A6 2 xA5 x[BD72x x36500)(140-B6)9x x.001) x) 8.25 A9 4 Pumping energy 4 B9 x B10 x 3.413 x 3 x .001 5 Total energy 2-sa+-7 GAS SYSTEMS: (D2 + D3 + D4)/B8 ELECTRIC: ([(D2 + D3) x 3] + D4)/B8 6 Water heating budget comparison* - ST 6 KBtu/yr/unit B2 - D5 7 Water heating budget - 3. Z Points (D6/conditioned floor area per dwelling unit) x 2 1 point = .5 KBtu/yr * If oositive, the system complies. If negative, the system does not comply. Water Heating Li MGM Ret,�_t n ,;to DPW AGRICULTURAL STATEMENT OF -ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT ... Section 26-8.'1 of the Butte County Code requires this acknowledgement be recorded Prior to issuance of a building permit. `L'he pr. oper C v described herein is adjacent I 92-000816 I to land or included within an area zoned Recorded for agr.i.cutt.ur.al purposes, and residents Official Records of th i.s property may he subject to i neon- County of ven.i.ences _ or d i.scomfort arising from the � Butte use of �igr:icult:ura.t chemicals, including, Candace J. Grubbs but not l.imiLed to herbicides, pesticides, Recorder and ferLJ 1.irers; and from the pursuit 1 :58pm 8 -Jan -92 Of agr.i.cu.lt.ural operations including, but not J i.m:i t:ed to cultivation, plowing, spraying, pruning, and harvesting which Rec Fee 8.00 Cash 8.00 PUBL. XX 2 occasionally generate dust, smoke, noise, and odor. Butte County has estrabJ.:i.shed agri.c.u.l- 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, discomfort from normal, necessary farm operations. All that: real property situate in the County of Butte, State .of California, dc:sc•r.i.bed as f ol.lows : Date: /_0�` State of ) SS County of ) PROPERTY OWNERS: On this the day of 19/,--, before nie, the undersigned Notary Publi. personal.l appeared El Personally known to me. Proved to me on the bds.is of sat" ,factory evide iicc. r OFFICIAL SEAL i I o be the person(s) whose name(s) PATSY L CARTER ubscribed to the within instrument and acknowledged that NOTARY PUBLIC'- CALIFORNIA xecuted the same .for the purposes therein contained. . ontained.. 7N WJ.' SS BUTTE COUNTY HEREOF, I hereunto set my hand and official seal. My comm. expires WAY 13, 1982 1680 Ufti& OfeeAk CA 96M Present A.Y. No.y/� �� Notary Public ALTA OWNERS. POLICY (REGIONAL EXCEPTIONS) 1987 EXHIBIT "A" 92 OQ8 16. h Z' !t al ! �l ! ORDER NO. BU -119828 BG ALL THAT CERTAIN LAND SITUATE IN THE STATE OF CALIFORNIA OF BUTTE,. AND IS DESCRIBED AS FOLLOWS: COUNTY PARCEL I: LOT 4; AS SHOWN ON THAT CERTAIN SPANISH GARDEN" MAP ENTITLED, "THE BLUFFS AT RECORDER OF THE COUNTYH0 BUTTES TATE OFCALIP WAFIN ORNIA' HE OOFFICE OF THE 1985, IN BOOK 100 OF MAPS,. AT PAGE S . ON JULY 19, ( ) 52 THRU 56 . ; � EXCEPTING, THEREFROM A ONE FOOT NO ACCESS STRIP LOCATED ALONG THE SOUTHERLY:`BOUNDARY. OF THE ABOVE DESCRIBED PARCEL OF LAND AS DEDICATED ':TO.THE COUNTY OF BUTTE, AND AS SHOWN ON THE ABOVE REFERENCED>MAP. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS SP GARDEN DRIVE AND ALM BLUFFS. DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "THE BLUFFS AT -SPANISH GARDEN" IN THE OFFICE OF THE RECORDER OF THE COUNTY OF B TTE,S TATE RECORDEDOFCALIFORNIA, ON JULY 19,. 1985, IN BOOK 100 THRU 56. OF MAPS, AT PAGE (S) 52 EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS PARCEL I, DESCRIBED HEREIN. OF PAGE 5 END OF DOCUMEN COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER �� /¢�% A. P. NO. PROPOSED BUILDING S DATEA-1 Iq REC. # DATE REC 1. School Distric Fees aid at District Office) C/2. Sheriff Fees , (paid at Building Department) Residential ......... / X�=$ unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft.. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE /IS219,2-- II 1/2, JOB NUMBER )) #9192 DATE )`r 412819_ STRUCTURAL CALCULATIONS FOR PkOJEG >KA SDENCE PLAN )) NAME )K ENN GOLDMANN ADDRESS >>CHICO, CALIFORNIA ARCHITECT -BRUNO AND HANKINS 20 CONSTITUTION DRIVE SUITE A CHICO,.CALIFORNIA 95926 i916) 895-1125 D A Ift? o. 18698 REN. I ' C A�\�p� ti , �od+� Aower .+I (g Y'es (d emu— ex- mu—ex- aVo,-k4a rvO-a . I aro. Caf-Foaf� s In au 6kX2 w hon . S apes Z),. CMA 10 /o .. re s t s 1 -ed b, e-- (Jv� ��urc� �n d -�Yt q't`r a,r. ►J¢�w�-� c cv� c.e, vlo .I i y. 0 r f p cvyv 5 F'l c`S " L vv v, T I/��C•„(� vl [ 11 b e- ✓�vf �iL-G(, 'gyp ��` �Oov rR-CJS- ! �'t (J �Q.C�_ Gcr— w( -iin_CAII Ire 6vL ( n C� wt,c,,S an r l LvV0.l� . s , m r ti. r�ir n �. will 5 wee► -n . S(h tQ v"A I A . V' Z vvn 4.. r ai V l ✓ e w.,L" ' S �S�✓ GOA . ne o s Ov, ✓ y/ f � i 6e¢ d- & (t - &(t ca^cr jR waJU, m cV 4�- S Vett-al G I3 cv 6-- . P i aw, - (I, vJ kc c k mak, ✓'•2 r ✓ 4v -c -r& q (� Gtr . ti/ r l f G� tN 2✓ vt J Rw 3 4- /1� _�` o 0A 1�J o �-2 — uJaM was 00-t Co. lG'dd ' sM,�S e.� �Q,� oul waS uSSvme,d, -ia 6e, 5i� �(ar -� C��„✓eo,� rP�tar�iv�.C, -j- is WCW Tk B- Z S a rrr P,u, s e.�,, -I-D (,e_u - s _ v e,,. ti cc. -l s 0-C�, c.:� eve cl w e I ( t-� ¢ Co rvec see- C�n 5 a� c ------------------------------------------- ---------------------------- REV 4-6-92 CANTILEVERED CONCRETE RETAINING WALL ------------------------------------------------------------------------ DESCRIPTION >>KATO RESIDENCE --------------LOADING-------------:------------CONCRETE DATA --------- -- MIN.,DEAD LOAD ). ,000 KIPS/FT 1Fy ) 40.000 KSI MAX. DEAD LOAD > .000KIPS/FT (F'c > 2.500 KSI MIN. LIVE LOAD > .000 KIPS/FT :m > 18,824 MAX. LIVE LOAD > .000 KIPS/FT ( VEHICLE SURCHARGE) 2.000 KIPS ( --------------------------------SOIL DATA ------------------------------- EGUIVALENT FLUID PRESSURE ) .034 KCF ALLOWABLE SOIL BEARING CAPACITY ) 4.000 KSF LAVA CAP ------------=------------------WALL DATA --------------------------------- RETAINED HEIGHT (H) > 5.000 FEET FOOTING DEPTH > .667 FEET CONSIDER FTG DEPTH FOR OT ? > N TOTAL HEIGHT FOR SLIDING AND DTM > 5.000` FEET WALL HEIGHT > 5.500 FEET ADDITIONAL HEIGHT DUE TO SURCHARGE > 2.909 FEET WALL THICKNESS (t) > 8.000 INCHES DEPTH TO REINFORCING (d) ) 4.000 INCHES btd-2 > 192.000 INA3 ------------------------------FOOTING DATA ------------------------------ TOE LENGTH > .160 FEET SAFETY FACTOR > 1.547 HEEL LENGTH ) 2.173 FEET SOIL PRESSURE > 2.622 MINIMUM FOOTING LENGTH > FEET ACTUAL FOOTING LENGTH (L) ) 3.000 FEET FOOTING DEPTH > 8.000 INCHES ----------------------------DESIGN! STRESSES7 ---------------------------- LATERAL FORCE (P) > .920 KIPS/FT <HA2/2tEFP> DESIGN MOMENT FOR WALL > 1.945 FT -KIPS Mu ) 3.306 FT -KIPS <M11.7> Mn> 3.673 FT -KIPS <Mu/.9i Rn ) 229.582 PSI <Mn/btd^2) BY CALCULATION p ,0061 As ) .292 IN^2/FT MINIMUM REINFORCING REQUIREMENTS VERTICAL As MINIMUM > .144 IN^2/FT <.0015bt> HORIZONTAL As MINIMUM > .240 IN"2/FT (.0025bt> ----------------------------- WALL REINFORCING------------------------ - VERTICAL :: <OK> NO. 5 AT B IN. O.C. As > .465 IN"2/FT HORIZONTAL <OK> NO. 5 AT 15 IN. O.C. As > .24B IN^2/FT ----------------------OVERTURNING AND SOIL PRESSURE --------------------- OVERTURNING MOMENT (OTM) > 1.945 FT -KIPS <TAKEN TO BASE OF FOOTING) ALLOWABLE SOIL BEARING ) 4,000 KSF SOIL WEIGHT > .110 KCF W ARM MOMENT --------=--------------- 7------------------------------------------------ P DL MIN. .000 KIPS .493' FEET .000 FT -KIPS P DL MAX. .000 KIPS .493 FEET .000 FT=KIPS P LL MIN. .000 KIPS .493, FEET .000 FT -KIP; P LL MAX. .000 KIPS .493 FEET .000 FT -KIPS WALL . .550 KIPS ,493 FEET .271 FT -KIPS SOIL 1.195 KIPS 1.913 FEET 2.287 FT -KIPS FTG .300 KIPS 1.500 FEET .450 FT -KIPS -----------------------------------------7------------------------------ £W MAX. > 2.045 KIPS £M MAX. ) 3.009 FT=KIPS £W MIN. > 2.045 KIPS £M MIN. ) 3.008 FT -KIPS S STABILITY CHECK USES MINIMUM DL ONLY £M MAX./OTM ) 1.547 EM MIP./OTM > 1.547 ) 1.5 (OK) SOIL PRESSURE CHECK. USES MAXIMUM DL + LL ECCENTRICITY (e) > .980 FEET (Al2-(EM MAX.-OTM/EW MAX.)) L/6 > .500 FEET 1.560' FEET (3tL/2-0 RESULTANT LIES OUTSIDE MIDDLE THIRD OF FOOTING MAXIMUM SOIL PRESSURE > 2.622 KSF (29(W MAX:/L')> MINIMUM SOIL PRESSURE > -1.258 KSF --------------------TRANSVERSE FOOTING REINFORCEMENT -------=------------ HEEL LENGTH > 2.173 FEET M > 1.299 FT -KIPS FACTOR > 1.700 Mu > 2.208 FT -KIPS Mn. > >2.454 FT -KIPS b > 12.000 INCHES d > 4.000 INCHES bld^2 > 192.600 IN"3 Rn > 153.346 PSI (Mn/bld"2> Fy > 40.000 KSI F'c > 2.506 KSI m > 18.824 p MIN ` .0040 -�0 (-�-"oy- oFL As MIN. > .254 !N"2/FT. C7 /to G, -------------------UiNGITUDINAL'FOOTING REINFORCEMENT------------------- As PAIN.57 IN"2 -----------------------------LATERAL SLIDING ---------------------------- LATERAL FORCE AT BASET 920 KIPS/FT LATERAL SLIDING COEFF. > .700 1.432 KIPS/FT LATERAL SLIDING RESISTANCE> .000 .000 PIPS/FT ALLOWABLE LATERAL PASSIVE PRESSURE > 1.206 KSF/FT DEPTH LATERAL PASSIVE PRESSURE PROVIDED > .267 KIPS/FT (FOOTING ONLY> NET RESISTANCE PROVIDED ? 1.698 KIPS/FT (FOOTING ONLY> FACTOR OF SAFETY > 1.847 SHEAF: KEY NOT REQUIRED! SHEAR KEY MUST PROVIDE ? -.319 KIPS LATERAL RESISTANCE EQUIVALENT DEPTH OF SHEAR KEY > 6.198 FEET (MAXIMUM 15'? ALLOWABLE LATERAL PASSIVE PRESSURE > GOO KSF (AT BASE OF KEY'> ALLOWABLE LATERAL PASSIVE PRESSURE > .949 KSF 4T -BOTTOM OF KEY> SHEAR KEY REQUIRED DEPTH > INCHES SHEAR KEY MOMENT > .001 FT -KIPS SHEAR KEY THICKNESS > 8.000, INCHES d ) 4.000 INCHES MIN. REINFORCING > .000 IH"2 �ji, li�i✓�!S� l�rt� �� V j ! �Y2v�5U�V'Sr✓ rl f �'SLa l4"o c. �H't�✓Gr rlG 2 rr 3 -W4- banes • co�f- E 3.0 i I 4 i , I C�rr ,j,O�x. wa I( ? ) J a svrpo--f- iS rovr h w a l( w r l f a F` woo, -0,74 oy, p �^-S- i I 4 i , I 06 ¢,s- rT it—q—@ lCo o -c- - v-zv 'f' . a�erQ v 11 S,,kp po ✓f GtC��I e.cwf-(,u is i4 .4--- �� as S haw h o- -f-c a Mac - rk. (S c ra.de— b W.. — t (1 4 -►-mss t n , o r j v� n , d Se, S do vi \J co -1a to ---------------------------------------------7------- 'REV 4-6-92 SUPPORTED CONCRETE RETAINING MALL DESCRIPTION '))KATO RESIDENCE -------------- LOADING -------------- : ------------ CONCRETE DATA ----------- AXIAL DEAD LOAD > .374 KIPS/FT ;Fy > 40.000 KSI AXIAL LIVE LOAD > .342- KIPS/FT :F.c > 2.500 KSI TOTAL AXIAL LOAD > .716 KIPS/FT ECCENTRICITY > .000 INCHES VEHICLE SURCHARGE). 2.000 KIPS (m > 18.824 ----------------------------- SOIL DATA -------------------------------- E061VALENT FLUID PRESSURE > .055 KCF ALLOWABLE SOIL REARING CAPACITY > 4.000 KSF SOIL WEIGHT > .110 KCF ------------=------------------WALL DATA -------------------------------- RETAINED HEIGHT (H) > 5.000 FEET FOOTING DEPTH > .667 FEET TOTAL HEIGHT FOR SLIDING > 5.000 FEET IS FTG ATOP FIN. GRADE (Y/N) ? > N TOTAL HEIGHT FOR MOMENTS ) 5.000 FEET WALL HEIGHT > 5.500 FEET ADDITIONAL HEIGHT DUE TO SURCHARGE > 2.909 FEET WALL THICKNESS (t) > 8.000 INCHES DEPTH �TO REINFORCING (d) > 4.000 INCHES bld-2 > 192.000 IN^3 ----------=-----------------DESIGN STRESSES --------- =------------------- LATERAL FORCE > 1.488 KIPS/FT SOIL PRESSURE MOMENT > .935 FT -KIPS CAT X=.42261HT) ADDITIONAL MOMENT > 00 FT' -KIPS (AT X=.42264HT> TOTAL MOMENT > .935 FT -KIPS (AT X=.42261HT) Mu > 1.590 FT -KIPS 011.7> Mn > 1.766 FT -KIPS (Mu/.9) Rn ) 110.398 PSI (Mn/btd''2> BY CALCULATION p > .0028 As > .181 IN''2/FT MINIMUM REINFORCING REQUIREMENTS VERTICAL As MINIMUM > .144 IN''2/FT (.0015bt> HORIZONTAL As MINIMUM > .240 IN^2/FT (.0025bt> ----------------------------WALL REINFORCING ----------------------------- VERTICAL (DK) NO. 4 AT 8 IN. O.C. As >T;;-.300 IN^2/FT HORIZONTAL- ?OK> - NO. 5 AT 15 IN. O.C. As > .248 IN^2/FT ------------------------------- FOOTING -DATA ------------------------------ AXIAL DEAD LOAD > .374 KIPS/FT WALL DEAD LOAD > .550 KIPS/FT AXIAL LIVE LOAD > .342 KIPS/FT TOTAL AXIAL LOAD > 1,266 KIPS/FT FOOTING DEPTH > B.000 INCHES MIN. FOOTING WIDTH 3.798 INCHES ACTUAL FOOTING WIDTH > 12.000 INCHES ACTUAL SOIL PRESSURE > 1.266 KSF -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As MIN > .192 IN^2 -----------------------------LATERAL SLIDING---------------------------- LATERAL FORCE AT BASE ) .858 KIPS/FT. LATERAL SLIDING COEFF. > .100 .641 KIPS/FT LATERAL SLIDING RESISTANCE) 000 .000 KIPS/FT ALLOWABLE LATERAL PASSIVE PRESSURE > 1.200 KSF/FT DEPTH LATERAL`PASSIVE PRESSURE PROVIDED > .261 KIPS/FT (FOOTING ONLY> NET RESISTANCE PROVIDED > .,is KIPS/FT (FOOTING ONLY) FACTOR OF SAFETY ) 1.064 SHEAR KEY REQUIRED'. SHEAR KEY MUST PROVIDE ) 314 KIPS LATERAL RESISTANCE EQUIVALENT DEPTH OF'SHEAR KEY ) 8.400 FEET (MAXIMUM 15'> ALLOWABLE LATERAL PASSIVE PRESSURE) .860 KSF (AT BASE OF KEY> ALLOWABLE LATERAL PASSIVE PRESSURE > 1.2-289 KSF (AT BOTTOM OF KEY> SHEAR KEY REQUIRED DEPTH > 5 INCHES PH - �r r �- - n. h D A: KE, MGMEP�I v1w FT -KIPS SHEAR KEV ;THiC;NESS > 8000 INCHES d '> 4.000 INCHES MIN. REINFORCING .018 IN"? iI W, of .0 (,f,) Vev+ -4�-4- CIG I (N ) #4 e r(o no � 0ll✓.r �2r � r� CO lJ O C" j� 92 co U Oj a O e� 0 �W O JOB NUMBER >49192 STRUCTURAL CALCULATIONS FOR PROJECT WATO RESIDENCE NAME >>LENN GOLDMANN ADDRESS >>CHICO, CALIFORNIA 0 DATE » 6/ 2/92 BRUNO AND HAWKINS'- ENGINEERING 20 CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95926 (916) 895-1125 NOTE: REFERENCE PLANS BY OTHERS. NO JUDGEMENT OR OPINION IS RENDERED OR IMPLIED REGARDING ASPECTS OF THIS STRUCTURE NOT SPECIFICALLY NOTED HEREIN. H7 qz-4z BUTTE COUNTY BUILDM DEPARTMENT 0,� cc,(c's (Y-^ r �-S ----------------------------7------------------------------------------- REV 10-29-91 TWO WAY SLAB MOMENTS ------------------------------------------------------------------------ DESCRIPTION »KATO RESIDENCE >> PLATE,A ------------------------------GENERAL DATA ----------------------------- WALL LENGTH > 9.3300 FEET WALL HEIGHT > 13.5000 FEET p > .4050 PSF a > 4.6650 FEET b > 13.5000 FEET a/b > .3456 USE a/b > .3750 MOMENT AND REACTION COEFFICIENTS Mx x/a ,0000 .2000. .4000 .6000 .8000 1.0000 y/b Rx ------------------------------------------------------ 1.0000 .0189 .0066 .0040 .0008 -.0020 -.0039 -.0045 .8000 :0885 .0117 .0056 .0006 -:0031 -.0054 -.0062 .6000 .1541 ,0176 .0075 .0001 -.0049 -.0079 -.0088 .4000 .2107 .0208 .0079 . -.0007 -,0061 -.0090 -.0099 .2000 .1691 .0145 .0045 -.0012 -.0042 -.0057 .vo6l .0000 .0102 .0000 .0008 .0020 .0030 .0038 .0040 Ry .0102 .0474 .1488 .2154 .2526 ,2645. My x/a .0000 ,2000 ,4000 .6000 ,8000 1,0000 y/b ------------------------------------------------------ 1.0000 .0000 ,0000 ,0000 .0000 .0000 .0000 ,8000 .0023 .0012 ,0004 -.0002 -.0005 -,0007 .6000 ,0035 .0013 -,0006 -.0020 -,0029 -.0032 .4000 .0042 , 0ClO9 0019 -, 004:: -. (i(; 5 6 -. (1061 .2000 .0029 .0001 -.0022 -.0039 -.0048 -.0051 .0000 ,0000 .0039 .0099 .0152 ..0188 .0200 I • > 1 V ------------------------------------------------------------------------ REV 10-29-91 TWO WAY SLAB MOMENTS -------------------=-------------------7-------------------------------- DESCRIPTION)) --------------------------MOMENTS AND REACTIONS---------=--------------- Mx x/a .0000 .2000 .4000 .6000 .B000 1.0000 y/6 Rx ------------------------------------------------------ 1.0000 .1033 .4872 .2952 .0590 -.1476 -.2879 -.3322 .8000 .4839 .8636 .4133 .0443 -.2288 -.3986 -.4576 .6000 .8425 1.2991 .5536 .0074 -.3617 -.5831 -.6495 .4000 1.1520 .1.5353 .5831 -.0511 -.4502 -.6643(273T07>--C4&-l- .2000 _.7301 Ccs Z .2000 .9246 t.i�1i13 .3322 -.0886 -.3100 -.4207 02 .0000 .0558 .0000.0590. .1476 .2214 .2805 .2952 Ry .0558 .2592 .8136 1.1777 1.3811 1.4462 My se x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/6 Rx ------------------------------------------------------ 1.0000 .0000 .0000 .0000 .0000 .0000 .0000 .8000 .1698 .0886 .0295 -.0148 -.0369 -.0511 .6000 .2583 .0960 -.0443 -.1476 -.2141 -.2362 .4000 .3100 .0664 .1402 -.3100 -.4133 -.4502 .2000 .2141 .0074 -.1624 -.2879 -.3543 - 4 .0000 .0000 .2879 .7307 1.1219. 1.3877 .476 C61SZ, 3 �, i ; -------------------------------------------------------- REV 10-29-91 TWO WAY SLAB MOMENTS ---------------------- =--------------------------------- DESCRIPTION>>KATO RESIDENCE >> PLATE B ------------------------------GENERAL DATA -------------- WALL LENGTH > 6.4400 FEET WALL HEIGHT > 15.8300 FEET p > .4750 PSF a > 3.2200 FEET b > 15.8300 FEET a/b > .2034 USE a/b > .2500 MOMENT AND REACTION COEFFICIENTS .4000 .6000 .8000 1.0000 .0002 .-.0006 -.0012 -.0014 .0002 -.0012 -.0021 -.0024 .0002 -.0023 -.0038 -.0042 .0001 -.0032 -.0051 -.0657 -.0004 -.0030 -.0043 -.0047 .0010 .0016 .0020 .0021 .1052 .1563 .1856 .1950 .4000 .6000 .8000 1.0000 ------------- 7---------------------- .0000 .0000 .0000 .0000 .0002 .0000 -.0002 -.0002 .0000 -.0005 -.0009 -.0010 -.0004 -.0013 -.0019 -.0021 -.0011 -.0022 -.0029 -.0031 .0052 .0081 .0100 .0107 7 Mx x/a .0000 .2000 y/b Rx ---------------- 1.0000 .0147 .0022 .0012 .8000 .0523 .0046 .0022 .6000 .1015 .0083 .0037 .4000 .1514 .0114 .0049 .2000 .1494 .0102 :0037 .0000 .0304 .0000 .0004 Ry .0304 .0309 My x/a .0000 .2000 y/b ---------------- 1.0000 .0000 .0000 .8000 .0009 .0005 .6000 .0017 .0007 .4000 .0023 .0008 .2000 .0020 .0004 .0000 .0000 .0020 .4000 .6000 .8000 1.0000 .0002 .-.0006 -.0012 -.0014 .0002 -.0012 -.0021 -.0024 .0002 -.0023 -.0038 -.0042 .0001 -.0032 -.0051 -.0657 -.0004 -.0030 -.0043 -.0047 .0010 .0016 .0020 .0021 .1052 .1563 .1856 .1950 .4000 .6000 .8000 1.0000 ------------- 7---------------------- .0000 .0000 .0000 .0000 .0002 .0000 -.0002 -.0002 .0000 -.0005 -.0009 -.0010 -.0004 -.0013 -.0019 -.0021 -.0011 -.0022 -.0029 -.0031 .0052 .0081 .0100 .0107 7 ------------------------------------------------------------------------ REV 10-29-91 TWO WAY SLAB MOMENTS ------------------------------------------------------------------------ DESCRIPTION » ------=-------------------MOMENTS AND REACTIONS------------------------- Mx x/a .0000 .2000 .4000 .6000` .0000 1.0000 y/b Rx ------------------------------------------------------ 1.0000 .1105 .2619 .1428 .0238 -,.0114 -.1428 -.1666 .8000 .3933 .5475 ' .2619 .0238 -.1428 -.2500 -.2857 .6000 .7632 .9879 .4404 .0238 -.2738 -.4523 4-.94D .4000 1.1384 1.3569 .5832 .0119 -.3809 -.6071 .2000 1.1234 1:2141 .4404 -.0416 -.3571 -.5118 .0000 .2286 .0000 .0476 .1190 .1904 .2381 .2500 Ry .2286 .2323 .7910 1.1753 1.3956 1.4663 My x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b Rx --------------------------- -------------------------- 1.0000 .0000 .0000 .0000 .0000 .0000 .0000 .8000 .1071 .0595 .0238 .0000 -.0238 -.0238 .6000 .2024 .0833 .0000 -.0595 -.1071 -.1190 .4000 .2738 .0952 -.0476 -.1547 -.2262 -.2500 .2000 .2381 .0476 -.1309 -.2619 -.3452_. -.100 .0000 .0000 .2381 .6190 .9641 1.1903 1.2136 ., . . _ _.,...--q..... � -` ' � �-� G c.. � G 5. ate., ,�. (a - � f �., i • i ;. i I ' ..{ �- ' � ,.. i.. ; i . ^; i I i �:.w<...,.. _., .. _... ------------------------------------------------------------------------ REV 10-29-91 TWO WAY SLAB MOMENTS -------------------------- -------------- --------------------------------- DESCRIPTION>>KATO RESIDENCE >> PLATE C ----------------------=-------GENERAL DATA ------------------------------ WALL LENGTH > 6.4400 FEET WALL HEIGHT > 10.2500 FEET p > .3080 .PSF a > 3.2200 FEET b > 70.2500 FEET a/b > .3141 USE a/b) .3750 MOMENT AND REACTION COEFFICIENTS Mx x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b Rx ------------------------------------------------------ 1.0000 .0189 .0066 .0040 .0008 -.0020 -.0039 -.0045 .8000 .0085 .0117 .0056 .0006 -.0031 -.0054 -.0062 .6000 .1541 .0176 .0075 .0001 -.0049 -.0079 -.0088 .4000 .2107 .020B .0079 -.0007 -.0061 -.0090 -.0099 .2000 .1691 .0145 .0045 -.0012 -.0042 -.0057 -.0061 .0000 .0102 .0000 .0008 .0020 .0030 .0038 .0040 Ry .0102 .0474, .1488 .2154 .2526 .2645 My x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b ----------------------------------------------------=- 1.0000 .0000 .0000 .0000 .0000 .0000 :0000 .8000 .0023 .0012 .0004 -.0002 -.0005 -.0007 .6000 .0035 .0013 -.0006 -.0620 -.0029 -.0032 .4000 .0042 .0009 -.0019 -.0042 -.0056 -.0061 .2000 .0029 . .0001 -.0022 -.0039 -.0048 -.0051 .0000 .0000 .0039 .0099 .0152 .0188 .0200 --------------------- REV 10-29-91 --------------------- DESCRIPTION>> --------------------- --------------------------------------------------- TWO WAY SLAB MOMENTS --------------------------------------------------- MOMENTS AND REACTIONS ------------------------- Mx x/a .0000 .2000 y/b. Rx ----------------- 1.0000 .0597 ..2136 .1294 .8000 .2794 .3786 .1812 .6000 .4865 5615 2427 .4000 .6652 .6731 .2556 .2000 .5338 2 .1456 .0000 .0322 .0000 .0259 Ry .0322 .1496 My x/a .0000 . .2000 y/b Rx -------- --------- 1.0000 .0000 .0000 .8000 .0744 ..0388 .6000 .1133 .0421 .4000 .1359 .0291 .2000 .0938 .0032 .0000 .0000 .1262 .4000 .6000 .8000 1.0000 .0259 -.0647 -.1262 -.1456 .0194 -.1003 -.1147 -.2006 .0032 -.1586 -.2556 8 -.0227 -.1974 -.2912 -.3204 -.038B -.1359 -.1844 -.1974 .0647 .0971 .1230 .1294 .4698 .6800 .7975 .8350 .4000 .6000 .8000 1.0000 .0000 .0000 .0000 .0000 .0129 -.0065 -.0162 -.0221 -.0194 -.0647 -.0938 -.1035 -.0615 -.1359 -.1812 -..1974 -.0712 -.1262 -.1553 -.1650 .3204 .4919 .6084 .6472 iz ---------------------------------------------------- REV 12-19-91 CONCRETE SECTION MOMENT CAPACITY DESCRIPTION >>CASE 1 ------------SECTION DATA -----------;---------MATERIAL CONSTANTS -------- b `. 12.000 IN (F'c > 2.500 KSI d > 5.000 IN :Fy > 40.000 KSI R > .850 --------------------------------LOAD DATA -------------------- FACTOR > 1.700 LIVE LOADS ACTUAL MOMENT > 1.540 ET -KIPS SEE CALCS ALLOWABLE MOMENT > 1.549 FT -KIPS SAFETY FACTOR > 1.338 MUST BE GREATER THAN 1.33 SINCE p ACTUAL IS LESS THAN p~MIN. ---------------------------------SU ------ ' --------------------/ ACTUAL. As ,2600 IN^2La p MIN > <200/Fy> p ACTUAL > .0043 <p=As/BiD> T > 10.400 KIPS <T=AstFy> a > 1.020 IN. (a=T/(0lF'c#B)> ACTUAL FACTORED MOMENT Mu > 2.618 FT -KIPS ALLOWABLE SECTION MOMENTS @Mn > 3.502 FT -KIPS <@Mn MUST BE GREATER THAN Mu> Mu (ALLOWABLE) > 3.502 FT -KIPS <MAX ALLOW. SERVICE M t LOAD FACTOR> MAX SERVICE M > 2.060 FT -KIPS 0 ---------------------------------7-------------------------------------- REV 12-19-91 CONCRETE SECTION MOMENT CAPACITY ------------------------------------------------------------------------ DESCRIPTION »CASE 2 ---------SECTION DATA-----------1---------MATERIAL CONSTANTS -------- b > 12.000 IN !F'c > 2.500 KSI d '> 5.000 IN 1Fy > 40.000 KSI R > .850 --------------------------------LOAD DATA ------------------------------- OVERLOAD FACTOR > 1.700 LIVE LOADS ACTUAL MOMENT > .731 FT -KIPS SEE CALCS ALLOWABLE MOMENT > .735 FT -KIPS SAFETY FACTOR > 1.336 MUST BE GREATER THAN 1.33 SINCE p ACTUAL IS LESS THAN p MIN. ---------------------------------SUMMARY------------------------- ACTUAL As > .1160 IN-2*1 p MIN > .005 0200/Fy> V v— vµ tJX p ACTUAL '> .0019 <p=As/BtD> T > 4.640 KIPS <T=AstFy> a > .455 IN. <a=T/(RtF'ctB)> ACTUAL FACTORED MOMENT Mu > 1.243 FT -KIPS ALLOWABLE SECTION MOMENTS OMn > 1.661 FT -KIPS <0Mn MUST BE GREATER THAN Mu> Mu (ALLOWABLE) >- 1.661 FT -KIPS (MAX ALLOW. SERVICE M t LOAD FACTOR> MAX SERVICE M > .977 FT -KIPS 116r ------------------------------------------------------------------------ REV 12-19-91 CONCRETE SECTION MOMENT CAPACITY DESCRIPTION >>CASE 3 ------------SECTION DATA----------- ------MATERIAL CONSTANTS --------- b > 12.000 IN IF'c > 2.500 KSI d; > 5.000 IN :Fy > 40.000 KSI �R > .850 --------------------------------LOAD DATA ----------------------=-------- OVERLOAD FACTOR. '> 1..700 LIVE LOADS ' ACTUAL MOMENT > 1.480 FT -KIPS SEE CALCS ALLOWABLE MOMENT > 1.496 FT -KIPS SAFETY FACTOR > "1.344 MUST BE GREATER THAN 1.33 SINCE p ACTUAL IS LESS THAN p MIN. ---------------------------------SUMMARY-------------------------------- ACTUAL As > .2500 IN^2 p MIN > <400/Fy> V��- G 4"L c. p ACTUAL > .0042 <p=As/BtD> T > 10.000 KIPS <T=AstFy> v a > .980 IN. (a=T/0lF'ctB)> ACTUAL FACTORED MOMENT Mu > 2.516 FT -KIPS ALLOWABLE SECTION MOMENTS OMn > 3.382 FT -KIPS <@Mn MUST BE GREATER THAN Mu> Mu (ALLOWABLE) > 3.382 FT -KIPS <MAX ALLOW. SERVICE M t LOAD FACTOR) MAX SERVICE M > 1.990 FT -KIPS Vff 4—SCCIq-"��. r �j (' o . �ra�h 3v Gov, SFE SHEET Z Fart PC�nV , 1JyT('S CpllfdTY S1lILVPI0 DePAFttMEWT s" , C .BUTTE COL)NTY WILDING DEPARTMENT APPROVE® t i 1 9UTTE COUNTY � 1 BUILDING DEPARTMENT APPROVED i I I I 1 i 1 t i 1 9UTTE COUNTY � 1 BUILDING DEPARTMENT APPROVED • i ROPER ASSOCIATES P. 0. Box 885 1346 Longfellow Avenue CHICO, CALIFORNIA 95927 (916) 342-2059 TO i3 u7M e-0. R&P6 . DIcpT WE ARE SENDING YOU Y Attached ❑ Under separate cover via_ ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ DATE JOB NO. ATTENTION RE: S' c$ �✓U� O. - �l LA -r S /cam i./ 14 o&,,� 7-0 the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION LA -r S /cam i./ 14 o&,,� 7-0 A -GOOD THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ REMARKS COPY ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US PRODUCT 240-2. � Ix, fean Mm 01471. %0 SIGNED: If enclosures are not as noted, kindly notify us at once. �4r ' JOB 'NUMBE STRUCTURAL_. CALCULA'FIONS FOR PROJECT >>KATO RESIDENCE NAME >>LENN GOLDMANN ADDRESS >>CHICO, CALIFORNIA BRUNO AND HAWKINS - ENGIN�ERING 20 CON ITUTION DRIVE SUITE A Cid ICO, CALIFORNIA 95926 (916) 895-1125 FMINM REFERENCE PLANS BY OTHERS. NO JUDGEMENT OR OPINION IS RENDERED OR IMPLIED REGARDING ASPECTS OF THIS STRUCTURE NOT SPECIFICALLY NOTED HEREIN. ` � * � � BUTTE COUNTY c3UVLDUNG ' --'.e~~" �� ^�~� � �� -N�& . "~�� .�� . _ � � ' � r � s J _ b O dru fz 3 L_I sl — ---9I S O NSI 4 S vii 0 4 o � s J a- a 7 O.vt4,, -. 5 �.?/ blas . 50' ► --. L� I o 3G,0�s-�- �� c�.�r�—o v►�vc c, � .Z 2. f G , .�. .. 4 Ll -9 _... .. - Q - ---- 2v►nrv� S - C. ' cK "Y►zYC 040 �S{. m z Spate• i o 4"0 ✓A Q -YL 5 p vn see ' Gc.- c_.s o— po I i i j j 0 _________________________________________________________________________ REV 11-12-91 TRUS-JOISTS ~7 / _________________________________________________________________________ Descriptiin>>KATO >> RESIDENCE ` -------------GENERAL DATA-----L-----|----------APPLIED LOADING ----------- SPAN LENGTH > 15.000 FEET !LOAD DURATION FACTOR > A.000 SPACING > 24.000 IN O.C. !DEAD LOAD > .010 KSF GLUED ? > Y (Y/N) fLIVE LOAD > .040 KSI:---- SF|TOTAL !TOTALLOAD > .050 KSF !TRIBUTARY LOAD > .100 KLF !CONCENTRATED LOAD> .000 KIPS |EQ. UNIFORM LOAD A .000 KSF ---------------------------MEMBER DESIGN'LOADS--- ------------------------ TRIBUTARY LOAD ONLY � MAXIMUM MOMENT > 2.813 FT -KIPS USE FOR JOIST DESIGN MAXIMUM SHEAR > .750 KIPS USE FOR JOIST DESIGN MAX REACTION > .750 KIPS USE FOR CONNECTOR DESIGN CONCENTRATED LOAD -MAXIMUM MOMENT > .000 FT -KIPS LOAD AT MIDSPAN YPICAL REACTION > .000 KIPS LOAD AT MIDSPAN MAXIMUM SHEAR > .000 KIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION > .000— KIPS MAX REACTION > .000 KIPS USE FOR CONNECTOR DESIGN --------------------------------JOIST DATA ------------------------------- TRY >>11.88 TJI/25 ALLOWABLE MOMENT ALLOWABLE MOMENT WITH LDF ALLOWABLE SHEAR ALLOWABLE SHEAR WITH LDF K MAXIMUM STRESSES > 3.935 FT -KIPS 2.813 FT -KIPS > 3.935 FT -KIPS <OK> > .875 KIPS .750 KIPS V .875 KIPS <OK> > 285.000 --------------------------------- DEFLECTIONS ------------------------------ /EAD LOAD DEFLECTION > .080 IN. LIVE LOAD DEFLECTION > .320 IN. L/ 562 TOTAL LOAD DEFLECTION > .401 IN. L/ 449 � ----------------------------- _--------------------------------------------- REV 11-12-91 �� TRUS-JOISTS . __________________________________--_____________________________-__L�__ Description>>KATO RESIDENCE >> -------------GENERAL DATA -----------|----------APPLIED LOADING----------- LOAD ATMIDSPAN SA SPAN LENGTH > 8.500 FEET !LOAD DURATION FACTOR > 1.000 SPACING > 24.000 IN O.C. |DEAD LOAD >' .031 KSF GLUED ? > Y (Y/N) !LIVE LOAD > .040 KSF KIPS USE FOR CONNECTOR DESIGN |TOTAL LOAD > .071 KSF ` !TRIBUTARY LOAD > .142 KLF |CONCENTRATED LOAD; .000 KIPS |EQ. UNIFORM LOAD > .000 KSF ---------------------------MEMBER DESIGN LOADS ----- _--------------------- TRIBUTARY LOAD ONLY MAXIMUM MOMENT > 1.282 FT -KIPS USE FOR JOIST DESIGN MAXIMUM SHEAR > .604 KIPS USE FOR JOIST DESIGN MAX REACTION > .604 KIPS ' USE FOR CONNECTOR DESIGN CONCENTRATED LOAD MAXIMUM MOMENT > .000 FT -KIPS LOAD ATMIDSPAN .'YPICAL REACTION > .000 KIPS LOAD AT MIDSPAN MAXIMUM SHEAR > .000 KIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION > .000' KIPS MAX REACTION > .000 KIPS USE FOR CONNECTOR DESIGN ------------------------------ 301ST DATA ------ TRY >>9.5 TJI/25 ALLOWABLE MOMENT > 2.940 FT -KIPS ALLOWABLE MOMENT WITH LDF > 2.940 FT -KIPS ALLOWABLErSHEAR > .805 KIPS ALLOWABLE SHEAR WITH LDF > .805 KIPS K > 170,000 -------------------------------DEFLECTIONS' JEAD LOAD DEFLECTION > .043 IN. LIVE LOAD DEFLECTION > .056 IN. TOTAL LOAD DEFLECTION > .099 IN. MAXIMUM o/ncooco 1.282 FT -KIPS <OK> .604 KIPS <OK> -------------- L/ _________L/ 1832 L/ 1032 m C4" C4,vv -j.w wa rva� Y, 1oc, waA ' w(ll vlei' i!5;rpPv-,-+ I oad. . c I I i i i 03r� KSS. SEr.C-I�q. ry) I Gil Z 3Z Z" VC.c.p 2xry - �,o1K (�000> log 1?"Zv � 2Co" g �(,7xi06) f77,ci7I W Z tASC C I Z -"O c. Prov% �oloc.lu v� c� 40"o c @ CGS. +, (R^► -ems- ` fo v� 1 '{' d e f-'( o -,-\.-Z L) I bra -, jvi . 10 1 w-r� c�S,S/Zl.o2�b ✓d�,o3(,j.37lOK�� iZ(Zz° �•5?,K. Z , 7.0 IZ 1,T0�;��3 las- "37 6 2s.376 z p� Cowl d�1 0� f cz Wr�� ;195 -� w•, - 1.22 v�'1^2Ak+� ASSuw.¢S � um (0 a 23.?o.JN3 oyf600 I ; S 8S -zs 29,'5 . - Z CK u p 1(4 t Q R I - Q S S u rfQ'L. w Jb-. oma, ,, e,,,,r �;, Jao A. Z /3 IS vt ea -ss-" , P=w, (Se, CZ WTD . 2 SS � 16 K 3,4 f . •�1(o Lei -71 of 1 C ) � I � 1.7I 6�� C� u p I c �'r � 121 — aL S S vmz, p t. a,-, Q1 � � Ply+ Ll, civ► co�,w1-� l�•Uen . 3.25-/,,7,1 Z 4,o IASIL. GS IS-o — Ir1G�t f-� t✓, rh-e i . �, z. r (5- z /J3 8 (L4co) 1,29 .Zg6((o0) Zo.S-S ZZ,o� i �z 13,5 „ p L I,to ic�So.g 396 '((0!0,16) ' t,5 SsT au •03 �� I ; i i i . i 6 0 � �g �i W2 i -b4 I . i i L£S' �Z2'Z +(gao —zlw ' -C /,��6�' = SI e'� �"lc�)5"QI-t(9co' 2%S' +�g2/z�s'b t o') 7,/L 'Ir' j i i sy, S-ol 6o-S o o► S2 5,Addr�✓ I,�crwos JC srr 5e u%I5 z ' 1M i , i rM 'yi' ZI i t i i r .lio kS�. po r h. -F l e of a (w cA-,ek rV7 , sof• E - l�. 3'1 r,j �- b Pim fAr rte' I v1 Y- S f , 10 u t •.'� i u � - 5 �20� � s � � p w � �' � ((5 w-e�w� - ETves✓ �'� ; 3.L0��✓y . I� s • joy , N spe�f,v,� LA71" Yt5+u � f i i i I j r � , I 1 l, 22 H's` wry-- +-, vi -L- - z =11,3q � N V 23 ' � i -73 - N 7� N + c. o_ VA i 3.-7S 2. Ss raS. i l w = 2(,06 �cE-� . ►4��3 _ Nt _ Ic { 2�"��- 3o :`Dec-� o i S TS t • j 3,17 lc(l�l ►�.¢-rte _ �,s (�,��_ s(o,2,S.��+-Z ; t os L '04— - . o q r -sl. r� '106 isr 33 1 t � 1 t y yO I G A- L- 'de- L lL v i S TS (-2 650 See- ,3a- � 33 -----------------------------------------------------r------------------ REV 11-11-91 WOOD JOISTS - SPAN CAPACITY --------------------------- �-------------- _--------- 2 ----------- 0_______ DESCRIPTION >>TYPICAL DECK JOISTS >>KATO RESIDENCE ------------LOADING DATA -----------|------------GENERAL DATA -------------- DEAD LOAD > .010 KSF !LOAD DURATION FACTOR > 1.000 LIVE LOAD > .040 KSF |JOIST SPACING > 24.000 IN. TOTAL LOAD- > 1050 KSF } TRIBUTARY LOAD > .100 KLF | ___________________________________| CONCENTRATED LOAD> .00d KIPS | EQ UNIFORM LOAD > .000 KLF | --- �--o------------------ WOOD SPECIES AND GRADE --------------------------- SPECIES > DF 2" TO 4" THICK 5m AND WIDER GRADE > NO2 (Nb1, NO2, CONST, STD, UTIL) -----------DESIGN STRESSES --------- | Fb > 1450.000PSI | v > 95.000 PSI | _ > 1700000 PSI | ------------SECTION DATA -----------|---------SECTION PROPERTIES_ -------| WIDTH > 1.500 IN. !SECTION MODULUS > 13.141 IN^3 | DEPTH > 7.250 IN. !AREA > 10.875 IN -2 | !MOMENT OF INERTIA> 47.635 IN^4 | ' ------------------------ ----- MAXIMUM SPANS ------------------------------ MAX SPAN AS LIMITED BY: BENDING > 11.271 FEET SHEAR > 13.775 FEET TOTAL LOAD DEFLECTION (L/240) > 12.163 FEET STI... > .608 IN. � LIVE LOAD DEFLECTION (L/360) > 11.442 FEET SLL > .381 IN. ________________________________________________________________________ AX SPAN AS LIMITED BY CONCENTRATED LOADING > 10500 FEET CHECK STRESSES DUE TO CONCENTRATED LOADING V MAX WITH LOAI} IN PROXIMITY TO SUPPORT > .000 KIPS V CAP OF JOIST > .689 KIPS <OK> M MAX WITH LOAD AT MIDSPAN > .000 FT -KIPS M CAP OF JOIST > 1.588 FT -KIPS <OK> * REV 11-11-91 WOOD JOISTS - SPAN CAPACITY 09 DESCRIPTION >>TYPICAL DECK JOISTS >>KATO RESIDENCE ------------LOADING DATA -----------|------------GENERAL DATA ------------- DEAD LOAD > .066 KSF !LOAD DURATION FACTOR > 1.000 LIVE LOAD > .040 KSF !JOIST SPACING > 16.000 IN. TOTAL LOAD > .106 KSF | TRIBUTARY LOAD > .141 KLF | ----------------------------------- CONCENTRATED LOAD> .000 KIPS | EQ UNIFORM LOAD > .000 KLF | -------------------------WOOD SPECIES AND GRADE --------------------------- SPECIES > DF 2" TO 4" THICK 5" AND WIDER GRADE > NO2 (NO!, NO2, CONST, STD, UTIL) ` -----------DESIGN STRESSES --------- | Fb > 1450.000PSI | 'v > 95.000 PSI | _ > 1700000 PSI | ------------SECTION DATA--_ -------- |--------- SECTION PROPERTIES--------| . WIDTH > 1.500 IN. |SECTION MODULUS > 13.141 IN -3 | DEPTH > 7.250 IN. |AREA > 10.875 IN^2 ' | !MOMENT OF INERTIA> 47.635 IN^4 | -----------------------------MAXIMUM SPANS ---------------------------------- MAX SPAN AS LIMITED BY: BENDING > 9.480 FEET SHEAR > 9.746 FEET TOTAL LOAD DEFLECTION (L/240) > 10.839 FEET &TL > .542 IN. LIVE LOAD DEFLECTION (L/360) > 13.098 FEET �LL > .436 IN. AX SPAN AS LIMITED BY CONCENTRATED LOADING > '9.480 FEE''! CHECK STRESSES DUE TO CONCENTRATED LOADING V MAX WITH LOAD IN PROXIMITY TO SUPPORT > .000 KIPS V CAP OF JOIST > ' .689 KIPS <OK> M MAX WITH LOAD AT MIDSPAN > .000 FT -KIPS M CAP OF JOIST > 1.588 FT -KIPS <OK> �- f ✓cQpit Via, r Ike l :7 (1 oma) 9, s s K rev � � t h �(-ei�- ►^�'-r��- � � �.z. t f 0, al .. I /� .0 ✓in. f � vyt �� m / n �'� ~ i90 -a � Q vv(� n. c� Zfl�t �, o �51-� e.►ti5 {�(.� o 6 a I is as � r .+, � `� fil, � cn a -r cJv►- 6' �• . 0( - V, 21L S V-^zx los as C r f;�-o a .. I /� .0 ✓in. f � vyt �� m / n �'� ~ i90 -a � Q vv(� n. c� Zfl�t �, 3i0 cy-, ! 0 . ID Y- k ILJI z D 6-- - t VI 5p,�4 w vi = I (a.s/k VJ C:>, 87 Al s:t- Z- o O-z- Vj C- vy 3-7 ,056) -h, o IS S' - �S ��'� �� S y�2 = 75:31 ��✓ s 3q S.� bry c aqo a ssv,�e,. L,vcep br 3-v S � I L �► o, C- a -r - 2 -J�c}-e .: II U\ we� 4-0 l� 6"sa x(�Ot, r bG-'3 = 3. 03 L i vlZ a lL . i i olf 4-1 R64 F3-3 _ r, U(H e 11-6 " S 0- K.((• o., L,Me(�ok-, 4-1 �-2 ou I P- 2 tiS I-4.58xi J L Ioe o� 7F_ ; C,os�,i�1,s0 (-6'S4K(�p 2 ^ ,(�• — ZK Z''�NJV�-�•II ��t I('�rcS/(�}C1/Q I 1 i� I • � 1 1 • , I 1 � I ' 1 7 � �� 2 -----------------------------------------=---------- REV 12=24-91 SIMPLE SPAM BEAM - UNIFORM LOAD DESCRIPTION >>H -1 --------------SPAN DATA ------------ {-------------- GENERAL --------------- .SPAN !LJ > 20.250 FEET :LDF > 1.25 --------------------------------ACTIONS---------------------- ---------------------------------- UNIFORM DEAD LOAD > ..265 KIPS/FT 54 X TL UNIFORM LIVE LOAD ) .224 KIPS/FT 46 X TL UNIFORM TOTAL LOAD > .489 KIPS/FT END REACTIONS ........................... DEAD LOAD > 2.683 KIPS LIVE LOAD ) 2.268 KIPS TOTAL LOAD > 4.951 KIPS DESIGN LOADS ......... ............ I....... TOTAL LOAD MOMENT (M) > 25.065 FT -KIPS <WTLCL"2/B> TOTAL LOAD SHEAR (V) > 4.951 KIPS <WTLtL/2> --------------------------LUMBER DESIGN VALUES -------------------------- BASE VALUES SPECIES GRADE Fb Ft Fv Fcl Fcll E DFGL 24F -V4 2400 1150 165 650 1650 1800000 BEAM DEPTH > 15 INCHES SIZE FACTOR Cf > .976 DURATION OF LOAD ADJUSTMENT Cd > 1.250 ADJUSTED VALUES SPECIES GRADE Fb Ft Fv. Fcl Fcll E DFGL 24F -V4 2926.533 1437.500 206.250 650.000 2062.500 1800000 ------------------.--------------BEAM DATA ------------------------------- S REQUIRED ) 102.777 IN43 Fb > 2926.533PSI A REQUIRED > 36.008 IN`2 Fv > 206.250 PSI USE > 5.125 IN. X 15,000 IN. S ACTUAL > 192.188 » 102.111 <OK> A ACTUAL > 76.875 >> 36,008 (OK) I ACTUAL > 1441.406 ------------------------------DEFLECTIONS------------------------------- E % 1800000 PSI TOTAL LOAD DEFLECTION > ,713 IN. LIVE LOAD DEFLECTION > .327 IN: L/ 744 <00 DEAD LOAD DEFLECTION > ,386 IN. L/ 341 <OK> MINI14UM CAMBER > .580 IN. 11.5tDL DEFLECTION> Cr-, Tri vv� m e -✓S r 47 � --------------------------------------------------- REV ________________________________________________REV 11-11-91 WOOD JOISTS - SPAN CAPACITY ---------- 7 ---------------------------------------- DESCRIPTION ---------------------------------------DESCRIPT ON >>CEILING'JbISTS ------------LOADING DATA -----------|------------GENERAL DATA -------------- DEAD LOAD > .005 KSF !LOAD DURATION FACTOR > 1.000 LIVE LOAD > .005 KSF |JOIST SPACING > 24.000 IN. TOTAL LOAD > .010 KSF | TRIBUTARY LOAD > .020 KLF | ------------------- ________________| CONCENTRATED LOAD> .000 KIPS | EQ UNIFORM LOAD > .000 KLF | -------------------------WOOD SPECIES AND GRADE------------------------- SPECIES > DF 2" TO 4" THICK 5" AND WIDER '� GRADE > NO2 (MOI, NO2, CONST, STD, UTIL) -----------DESIGN STRESSES ---------| Fb > 1450.000PSI | Fv > 95.000 PSI | � > 1700000 PSI � ------------SECTION DATA -----------|---------SECTION PROPERTIES--------| WIDTH > 1.500, IN. |SECTION MODULUS > 7.563 IN^3 | 5.500 IN. |AREA > 8.250 IN^2 | !MOMENT OF INERTIA> 20.797 IN^4 | -----------------------------MAXIMUM SPANS --------------------------------- MAX SPAN AS LIMITED BY: BENDING > 19.119 FEET SHEAR > 52.250 FEET TOTAL LOAD DEFLECTION (L/240) > 15.779 FEET STL > .789 IN. LIVE LOAD DEFLECTION (L/360) > 17.361 FEET SLI > .578 IN. MAX SPAN AS LIMITED BY CONCENTRATED LOADING > 15.500 FEET .HECK STRESSES DUE TO CONCENTRATED LOADING V MAX WITH LOAD IN PROXIMITY TO SUPPORT > .000 KIPS V CAP OF JOIST > .523 KIPS <OK> M MAX WITH LOAD AT MIDSPAN > .000 FT -KIPS M CAP OF JOIST > .914 FT -KIPS <OK> � ________________________________________________________________________ REV 11-11-91 WOOD JOISTS - SPAN CAPACITY �� 7/ __________-_____________________________________________________________ ` DESCRIPTION >>CEILINGJDISTS >> -----------ZLOADING DATA-----------|------2-----GENERAL DATA --------------- DEAD LOAD > .005 KSF !LOAD DURATION FACTOR > 1.000 LIVE LOAD > .005 KSF |JOIST SPACING > 24.000 IN. TOTAL LOAD > .010 KSF } TRIBUTARY LOAD > .020 KLF | ----------------------------------- CONCENTRATED LOAD> .000 KIPS | EQ UNIFORM LOAD 1 .000 KLF | ------------------------- WOOD SPECIES AND GRADE---------------L--------- SPECIES > DF 2" TO 4" THICK 5" AND WIDER GRADE > NO2 (NO1, NO2, CONST, STD, UTIL) -----------DESIGN STRESSES ---------| Fb > 1450.000PSI | Fv > 95.000 PSI | E > 1700000 PSI | ------------SECTION DATA -----------|---------SECTION PROPERTIES--------| WIDTH > 1.500 IN. |SECTION MODULUS > 13.141 IN^3 | DEPTH > 7.250 IN. !AREA > 10.875 IN^2 | !MOMENT OF INERTIA> 47.635 IN^4 | -----------------------------MAXIMUM SPANS-----------------w------------ MAX SPAN AS LIMITED BY: BENDING > 25.202 FEET SHEAR > 68.875 FEET TOTAL LOAD DEFLECTION (L/240) > 20.799 FEET STL > 1.040 IN. LIVE LOAD DEFLECTION (L/360) > 22.885 FEET SLL > .762 IN. MAX SPAN AS LIMITED BY CONCENTRATED LOADING > 15.500 FEET CHECK STRESSES DUE TO CONCENTRATED LOADING ` V MAX WITH LOAD IN PROXIMITY TO SUPPORT > .000 KIPS V CAP OF JOIST > .689 KIPS <0Q,--- OK>M MMAX WITH LOAD AT MIDSPAN > .006 FT -KIPS M CAP`OF JOIST > 1.588 FT -KIPS <OK> - S� 53 ________________________________________________________________________ REV 11-6-91 COLLECTOR FORCES --------------------------- _____________________________________________ DESCRIPTION >>LINE 1 - GARAGE >> --------------------------------- SUMMARY -------------------------------_ TOTAL APPLIED LOAD ABOVE LINE (P1) > KIPS <SW ABOVE:::- TOTAL BOVE>TOTAL APPLIED LOAD AT LINE (P2) > .950 KIPS <DIAPHRAGM> TOTAL LENGTH OF ASSEMBLY (l') > 26.000 FEET TOTAL LENGTH OF SHEARWALLS (l) > 6.000 FEET SHEAR PER FOOT - SHEARWALLS (v) > .158 KIPS/FT <SHEARWALL v> SEGMENT W/O WALL OPNG P1? P2? FORCE 3.000 W 3.000 Y 0 20.000 O 20.000 Y 3.000 W 3.000 Y --365 \ 5S * ___--- ___________________________________________________________________ REV 10-3-91 LATERAL DESIGN DATA 90 ______________________________________________________________________ DESCRIPTION >>KATO RESIDENCE.'-- ------------------------------- GENERAL ESIDENCE -------------------------------GENERAL DATA -------------------------------- EXPOSURE > B Ce > .70 BASIC WIND SPEED > 75 qs > 15 IMPORTANCE FACTOR > 1.00 METHOD > 1 NORMAL FORCE METHOD ROOF PITCH > 18.5 DEGREES MEAN ELEMENT HT. > 20.00 FEET p = Ce * |q * qs PRIMARY FRAMES AND SYSTEMS DESCRIPTION Cq p(KSF) DIRECTION --------------------------- ______________________________________________ WINDWARD WALLS .80 .0084 INWARD LEEWARD WALLS .50 .0053 ) m�� OUTWARD/' - WINDWARD ROOF ^ 30 ^ \}032 INWARD \ EEWARD ROOF .70 .0074 'o[p(� OUTWARD / WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0074 OUTWARD �.o/ 8d e 42`ri2'v:G. 1354 /' i 54+,s 4,r r. , a t i :r I s ;r _ ; j 1 via( r'�w 14-3b 6,06 * REV 11-6-91 COLLECTOR n FORCES�� ' m�~ �--------------------- DESCRIPTION ................. >>KATO RESIDENCE n --------------------------------- >> /,n, ________________ ------ SUMMARY --------- ----------------------- TOTAL APPLIED LOAD ABOVE LINE (P1) > KIPS <SW ABOVE:::- BOVE>TOTAL TOTALAPPLIED LOAD AT LINE (p2) > 1.260 KIPS <DIAPHRAGM> TOTAL LENGTH OF ASSEMBLY (l') > 26.000 FEET TOTAL LENGTH OF SHEARWALLS (l) > 6.000 FEET 9HEAR PER FOOT - SHEARWALLS (v) > .210 KIPS/FT <SHEARWALL v:::- >SEGMENT SEGMENTW/O WALL OPNG P1? F,27' FORCE 3.000 W 3.O00 Y .000 20.000 O 20.000 Y -.485 3.000 W ' Y .485 ' ^1 `-//GA �� / I � REV Q-6-91 COLLECTOR FORCES ________________________________________________________________________ DESCRIPTION >>KATO RESIDENCE . >>LINE B --------------w------------------SUMMARY-------------------------------- TOTAL APPLIED LOAD ABOVE LINE (P1) > KIPS <SW ABOVE:*-.. TOTAL APPLIED LOAD AT LINE (P2) > 3.150 KIPS <DIAPHRAGM> ' TOTAL LENGTH OFASSEMBLY (l') > 33.500 FEET TOTAL LENGTH OF SHEARWALLS (l) > 5.250 FEET SHEAR PER FOOT - SHEAAWALLS (v) > .600 KIPS/FT <SHEARWALL v:::- >SEGMENT SEGMENTW/O WALL OPNG P1? P20 FORCE 19.000 O 19.000 _ Y .000 3.250 W ^ ^ 5 250 Y ��,/�~7] 9.250 O 9.250 � Y `�=�T370 ��' -�'^� ~ / I i i I ________________________________________________________________________ . �� _�~ REV 7-17-91 CONCRETE SECTION MOMENT CAPACITY � _ �2 _______�________________�____________________________-__��__ DESCRIPTION >> �� >> ------------SECTION DATA -----------|---------MATERIAL CONSTANTS ----- b > 8.000 IN !F'c > 2.000 KSI d > 20.000 IN | --------------------------------LOAD DATA-------------------L----------- OVERLOAD FACTOR > 1.300 WIND OR EARTHQUAKE LOADS ACTUAL MOMENT > 35.210 FT -KIPS SEE CALCS ALLOWABLE MOMENT > 37.053 FT -KIPS SAFETY FACTOR > 1.052 MUST BE GREATER THAN 1.00 -�--------------�- --------SUMMARY-------------------------------- ACTUAL As > -.9300 IN^2 pMIN � > .005 <200/Fy> p ACTUAL > .0058 <p=As/B*D> T > 37.200 KIPS <T=As*Fy> a' > 5.471 IN. AMn > 48.169 FT -KIPS <0.9*T*(D-a/2)/12> Mu > 48.169 FT -KIPS <OVERLOAD FACTOR*SERVICE MOMENT:::- MAX OMENT>MAX SERVICE M > 37.053 FT -KIPS - / / L Chi1Vi(6/1 el ("Lu (�6 � ( ' -------------- __________________________________________________________ REV 9-11-91 SUPPORTED CONCRETE RETAINING WALL . ------------------------- 7 ----------------------------------------------- DESCRIPTION >>SUPPORTED RETAINING WALL >>KATO RESIDENCE ------------- DIMENSIONS ------------ |-------------- LOADING --------------- STEMWALL HEIGHT > 4.500 FEET |SURCHARGE > 2.000 KIPS SURCHARGE HT. > 2.909 FEET |P AXIAL DL > .374 KIPS/FT TOTAL HEIGHT > 7.409 FEET |P AXIAL LL > .342 KIPS/FT WALL t > 8.000 IN. |P AXIAL > .716 KIPS/FT STEEL d > 4.000 IN. |ECCENTRICITY > .000 IN. b*d^2 > 192.000 IN^3 |EFP ' > .055 KCF ------------CONCRETE DATA ---------- | fy > 40.000 KSI | f'c' > 2.000 KSI | m > 23.529 i --------------------------------MOMENTS--------------------------------- LATERAL FORCE > 1.277 KIPS/FT <AT BASE OF STEMWALL> ,OIL PRESSURE MOMENT > .722 FT -KIPS <AT X=.4226*HT> ADDITIONAL MOMENT > .000 FT -KIPS <AT X=.4226*HT> TOTAL MOMENT '> .722 FT -KIPS <AT X=.4226*HT> Mu > 1.227 FT -KIPS <M*1.7> Mn > 1.364 FT -KIPS <Mu/0.9> Rn > 85.236 PSI <Mn/b*d^2> p > .0022 As > .105 IN^2/FT As MIN > .144 IN^2/FT <.0015bt>CONTROLS HORIZONTAL REINFORCING ' As MIN > .240 !N^2/FT <.0025bt> ' REINFORCING VERTICAL NO. > 4 BARS AT 16 IN. O.C. .150 IN^2/FT /ORIZONTAL NO. > 5 BARS AT 15 IN.'O.C. .248 IN^2/FT ---------------------------------FOOTING-------------------------------- SOIL BEARING CAPACITY > 4.000 KSF FOOTING WIDTH > 12.000 IN. ' FOOTING DEPTH > 6.000 IN. P AXIAL ' > .716 KIPS/FT ' CONC WALL WEIGHT > .450 KIPS/FT FOOTING WEIGHT > .075 KIPS/Ff TOTAL WEIGHT > 1.241 KIF/S/FT TOTAL DL > .899 KIPS/FT ACTUAL SOIL BRG PRESSURE > 1.241 KSF % OF ALLOWABLE > 31.03 * _______________________________________________________________________ REV 9-11-91 SUPPORTED CONCRETE RETAINING WALL 60 DESCRIPTION >>SUPPORTED RETAINING WALL >}KATO RESIDENCE ----------------------------LATERAL SLIDING----------------------------- ` / WALL HEIGHT FOR LATERAL SLIDING > 4.333 FEET LATERALF �FORCE DUE TO WALL HEIGHT MEASURED FROM TOP O UNDISTURBED SOIL TO TOP OF STEMWALL> 1,210 KIPS/FT REACTION AT TOP OF WALL > .519 KIPS/FT REACTION AT BOTTOM OF WALL > .691 KIPS/FT LATERAL SLIDING COEFFICIENT > .700 .629 KIPS/Fl- .LATERAL IPS/FT.LATERAL SLIDING RESISTANCE > .000 .000 KIPS/FT ALLOWABLE LATERAL 'BEARING > 1.200 KSF/FT DEPTH DEPTH OF EARTH FOR LATERAL BEARING > 8.000 INCHES ' LATERAL BEARING RESISTANCE > .800 KIPS/FT NET RESISTANCE > 1.429 KIPS/FT cACTOR OF SAFETY > 2.069 ;HEAR KEY NOT REQUIRED! ----------------------------DESIGN SHEAR KEY -------------------------------- SHEAR KEY MUST PROVIDE ) -.393 KIPS LATERAL RESISTANCE EQUIVALENT DEPTH OF SHEAR KEY DUE TO DEAD LOAD ONLY > 4.773 FT. LATERAL BEARING CAPACITY OF SOIL > 1.200 KSF SHEAR KEY REQUIRED DEPTH > -4 IN. SHEAR KEY MOMENT > .064 FT-KIPS/FT ; i i sol) hec-� fihc 6, h. 4('1/ e—IV j � _________________________________________________________-____________ REV 10-29-91 TWO WAY SLAB MOMENTS ~7� /. DESCRIPTION>>KATO RESIDENCE ------------------------------GENERAL DATA ---------------------------------- WALL LENGTH > 9.5000 FEET WALL HEIGHT > 10.0000 FEET p > .3500 PSF a > 4.7500 FEET b > 10.0000 FEET a/b > .4750 USE a/b > .5000 MOMENT AND REACTION COEFFICIENTS Mx , x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b Rx ---------------------------------------------_�--_---- 1.0000 .0326 .0151 .0088 .0015 -.6046 -.0084 -.0097 .8000 .1315 10216 ^0099 .0007 -.0059 -0099 7��110 .6000 .1982 �0273 .0108 -.0005 -.0079 -.0119 ".0132 .4000 .2421 .0277 .0092 -.0019 -.0082 -.0115 .2000 .1607 .0160' .0041 -.0017 -.0044 -.0055 -.0058 .0000 -.0045 .0000 .0014 .0033 .0050 .0061 .0065 Ry .1169 .0744 .1942 .2699 .3108 .3236 My ` x/a .0000 .2000 .4000 .6006 .8000 1.0000 y/b ------------------------------------------------------ 1.0000 .0000 .0000 .0000 .0000 .0000 .0000* .8000 .0043 .0020 .0002 -.0011 -.0019 -.0022 .6000 .0055 .0015 -.0002 -.0047 -.0064 -.0070 .4000 .0055 .0004 -.0042 -.0076 -.0097 -.0104 .2000 .0032 -.0002 -.0026 -.0039 -.0044 -.0046 .0000 .0000 .0068 .0167 .0252 .0307 .0325 i� _..... ..... ........ __________-________________..... ..... ___________ ~l� REV 10-29-91 TWO WAY SLAB MOMENTS ' -----------------------r��---------------------------------------------- DESCRIPTION>> �»`�^~ ` >> --------------------------MOMENTS AND REACTIONS ------------------------- Mx x .0000 .2000 .4000 .6000' .8000 1.0000 y/b F.". -- ------------------------------------ 1.0000 .1141 .0525 -.1610 -.2940 -.3395 .8000 .4603 .0245 -.2065 -.3465 -.3920 .6000 .6937 -.0175 -.2765 -.4165 -.4620 .4000 .8474 -.0665 -.2870 -.4025 -.4375 .2000 6 '-g-' 0435 -.0595 -.1540 �.1925 -.2030 .O000 58 49V 1155 J. Ry ' 604 47 . ��.%s-« x/a 00� .4�00 .6000 .8000 1.0000 y/b Rx ------------------_--------- .... .... ....... ---......... ......... ... ..... ..... ..... ..... ..... ..... .............. .... ..... .... __ 1.0000 .0000 .0000 .000� .0000 .0000 .0000 .8000 .1505 .0700 .0070 ' -.0385 -.0665 -.0770 .6000 .1925 .0525 -.0070 -.1645 -.2240 �.2450 .4000.0140 -. 1470 -.2660 -.3395 -. 3640 .2000 11 365 .0000 ' ==S- ` / ' f j s i ______________________________________________________________________ REV 10-29-91 TWO WAY SLAB MOMENTS rl4 DESCRIPTION>>KATO RESIDENCE >> -P/?«_5 ------------------------------GENERAL DATA ------------------------------ WALL LENGTH > 6.5000 FET WALL HEIGHT` > 11.0000 FEET p > .3850 PSF a > 3.2500 FEET b > 11.0000 FEET a/b > .2955 USE a/b > .2500 MOMENT AND REACTION COEFFICIENTS Mx x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b Rx --- 1 ----- --------------------------------------- "----- 1.0000 .0147 .0022 .0012 .0002 -.0006 -.0012 -10014 .8000 .0523 .0046 -.0022 .0002 -.00V2 -.0021 -.0024 .6000 .1015 .0083 .0037 .0002 -.0023 -.0038 -.0042 .4000 .1514 .0114 .0049 .0001 -.0032 -10051 -.0057 .2000 .1494 .0102 .0037 -.0004 -.0030 -.0043 -.0047 .0000 .0304 .0000 .0004 .0100 .0016 .0020 .0021 Ry .0104- .0309 .1052 .1563 .185' .1950 My x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b , ---------------------------- ---------- ----- _--------- 1.0000 .0000 .0000 .0000 .0000 .0000' .0000 .8000 .0009 .0005 .0002 .0000 -.0002 -.0002 .6000 .0017 .0007 .0000 -.0005 -.0009 -.0010 .4000 .0023 .0008 -.0604 -.0013 -.0019 -.0021 .2000 .0020 .0004 -.0011 -.0022 -.0029 -.0031 .0000 .0000 .0020 .0052 .0081 .0100 .0107 13 ---------------------------------------------------- ____________________ REV 10-29-91 TWO WAY SLAB MOMENTS '7�- /u . ----------------------- ----------------------------------------------- DESCRIPTION:::-.:::- FLA-T-t'b >> --------------------------MOMENTS AND REACTIONS----------------------------- y/b 1.0000 .8000 .6000 .4000 .2000 .0000 y/b 1.0000 .8000 .6000 .40O0 .2000 .0000 |-- Q� /-161 /,cp_��_ \ c�[ �~��.�> ' - o ^ Mx x/a Rx_ .0000 .2000 ------------------------------------------_ i4000 .6000 .8000 1.0000 .0623 ---------- .1025 .0559 .0093 -.0280 .-.0559 -.0652 .2215 .2143 .1025 .0093 -.0559 -.0978 -.1118 .4299 ,3867 .1724 .0093 -.1071 -.1770 -.1957 .6412 .5311 .2283 .0047 -.1491 -.2376 -.2655 .6327 .�4752 .1724 -.0186 -.1398 -.2003 -.2189 .1287 .000 0 .0186 .4659 .0745 .0932 .0978 Ry' .1287 .1309 .4455 .6619 .7860` .8258 My x/a .0000 2000 .4000 .6000 .8000` 1.0000 Rx---------------------------------=---------A----7---W- .0000 .0000 .0000 .0000 .0000 .0000 .0419 .0233 .0093 .0000 -.003 -.0093 .0792 ' .0326 .0000 -.0233 -.0419 -.0466 .1071' .0373 -.0186 -.0606 -.0885 -.0978 .0932 .0186 -.0512 :-.1025 -.1351 -.1444 .0000 � ` ~0932 .2422 .3773 .4659 .4985 |-- Q� /-161 /,cp_��_ \ c�[ �~��.�> ' - o ^ ? t GS �,., P . T7 -fig 7 II rb�� !, ,I � _______________________________________________________________________ � REV 10-29-91 TWO WAY SLAB MOMENTS ~�~� . DESCRIPTION>>KATO RESIDENCE A- ------- ---------------------- GENERAL ------------------------------GENERAL DATA ---------------------------------- WALL LENGTH > 7.0000 FEET WALL HEIGHT > 1.0000 FEET p > .3150 PSF a > 3.5000 FEET b > 9.0000 FEET a/b > .3889 USE a/b > .3750 MOMENT AND REACTION COEFFICIENTS ) Mx x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b Rx --------------------------------- L-------------------- 1.0000 ,0189 .0066 .0040 .0008 -.0020 -.0039 0045 .8000 .0885 .017 .0056 .0006 -.0031 -.0054: -.0062 .6000 .1541 .0176 .0075 .0001 -.0049 -.0079 -.0088 .4000 .2107 .0208 .0079 _.0007 -.0061 -10090 -.0099 .2000 .1691 .0145' .0045 -.0012 -.0042. -.0057 -.0061 .0006 .0102 .0000 .0008 .0020 .0030 .0038 .0&0' Ry .0102 .0474 11488 .2154 .2526 .2645 My x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b -------------------------------- =--------------------- 1.0000 .0000 .0000 .0000 .0000 .0000 .0000 .8000 .0023 .0012 .0004 -.0002 -.0005 -.0067 .6000 .0035 2013 -.0006 -0020 -.0029 v.0032 .4060 . .0042 .0009 -.0019 -.0042 -.0056 -.0061 .2000 .0029 .0001 -.0022 -.0039 -.0048 -.0051 .0000 .0000 .0039 .0099 .0152 .0188 .0200 ) � ------------------------------------- ___________________________________ REV 10-29-91 TWO WAY SLAB MOMENTS ^�J� '�^ ________________________________________________________________________ DESCRIPTION>> >> /~�� `=^~- '` �� --------------------------MOMENTS AND REACTIONS ------------------------- Mx x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b Rx ---------------------------------------------- u------- 1.0000 .0536 .1684 .1021 .0204 -.0510 -.0995 -.1148 .8000 .2509 .2985 .1429 .0153 -.0791 -.1378 -.1582 .6000 .4369 .4491 .1914 .0026 -.1250 �.2016 -.224- .4000 .5973 .5307 .2016 -.0179 -.1556 -.2296 -.2526 .2060 .4794 .3700 .1148 -.0306 -.1072 -.1454 -.1556 .0000 .0289 .0000 .0204 .0510 .0765 .0970 .1021 Ry .0289 .1344 .4218 .6107 .7161 .7499 My x/a .0000 .2000 .4000 .6000 .8000 1.0000 y/b Rx ------------------------------------------------------ 1.0000 .0000 .0000 .0000 .0000 .0000 .0000 .8000 .0587. .0306 .0102 -.0051 -.0128 -.0179 .6000 .0893 .0332 -.5153 -.0510 -.0740 -.0816 .4000 .1072 .0230 -.0485 -.1072 -.1419 -.1556 .2000 .0740 .0026 -.0561 -.0995 -.1225 -.130:,,- .1301.0000 .0000 .0000 .0995 .2526 .3879 .4797 .5103 � ________________________________________________________________________ REV 10-29-91 TWO WAY SLAB MOMENTS ��v� � z�� _________------------------ _----------------------------------------------- DESCRIPTION>>KATO RESIDENCE >> 0/~�� r - - � ------------- w ----------------GENERAL DATA------------------------------ WALL LENGTH > 7.8300 FEET WALL HEIGHT > 9.0000 FEET ' p > 13150 PSF CA > 3.9150 FEET b . . > 9.0000 FEET \ a/b > .4350 USE a/b > .5000 MOMENT AND REACTION COEFFICIEN0 \ x/a 10000 '.2000 ' .4000 .6000 .8000 1.0000 ' y/b Rx --------------------------- ------------------------__ 1.0000 .0326 .0151 .0088 .0015 -.0046 -.0084 -.0097 .8000 .1315 .0216 .0099 .0007 -.0059 -.0099 -.0112 .6000 11982 .0273 .0108 -.0005 -.0079 -,0119 -.0132 .4000 .2421 .0277 .0092 -10019 .0082' -.0115 -.0125 .2000 .1607 .0160' .0041 -.0017 -.0044 -.0055 -.0058 .0000. -.0045 .0000 .0014 '.0033 .0050 .0061 .0065 ' Ry .1169 .0744 .1942 .2699 + .3108 .3236 . M x/a .0600 .2000 .4000 .6000 .{3000 1,0000 y/b -------------------------------- 1--------------------- 1.0000 .0000 ;.0000 .0000 .0000 .0000 .0000 .8000 .0043 .0020 .0002 -.0011 -.0019 Y.0022 .6000 .0055 .0015 -.0002 -.0047 -.0064 -.0070 .4000 .0055 .0004 -.0042 -.0076 -.0097 -.0104' .2000 ,0032 -.0002 -.0026 -.00�9 -10044 -.0046 .0000 .0000 .0068 .0167 .0252 .0307 .0325' \ » - - REV 10-29 91 TWO WAY SLAB MOMENTS DESCRIPTION>>�7/�'Jo r -�~ _..... .... ..... ..... ..... .... ....... ... ..... ..... _..... .................... ..... ..... ....... .... _.... .... ........ ..... .... ..... .... ... _-------------------------MOMENTS >> AND REACTIONS--------:---------------�- Mx x/a .0000 .2000 .4000.6000 .8000 1.0000 y/b Rx ------------------------------------------- 1.0000 .0924D 2245 .0383 -.1174 -.2143 -.2475 .8000 .3728 .2526 .0179 -.1505 -.2526 -.2858 .6000 .5619 .2756 -.0128 -.2016 -.3036 -.3368 .4000 .6864 .2347 -.0485 -.2092 -.2934 -.3189 .2000 .4556 .1046 -.0434 -.1123 -.1403 -.1480 .0000 -.0128 .0357 . 842 .1276 .1556 .1658 Ry� .2109 .5506 .7652 .8811 .9174 IM -. x/a . 0000 . 2�00 ~' 4000 . 60O0 . S000 y/b Rx ------------------------------------------------------ 1.0000 .0000 .0000 .0000 .O000 .0000 .0000 .8000 .1097 .0510 .0051 -.0281 -.0485 -.0561 . 60001786 .4000 .1403 .0102 -.1072 -.1939 -.2475 -.2654 .2000 .08�6 -.0051 -.0�63 -.0995 -.1123 -.1174 .00O0.0000 .1735 .4261 a -----------7---------------------------------------- REV 10-29-91 MOMENT CAPACITY OF MASONRY WALL DESCRIPTION ))KATO RESIDEfdCE --------------------------------SUMMARY--------------------------------- MOMENT CAPACITY ) .919 FT -KIPS d > 5.250 b#d^2 ) 330.75 IN^3 f'm > 1500 PSI Fb > .250 KSI n ) 26.67 USE NO. > 4 EARS AT 16 IN. O.C. ' As ) .147 IN^2 np > :062 2/jk > 7.4963 j > .901 k ) .296 --------------------------------------------------------------- REV 10-29-91 MOMENT CAPACITY OF MASONRY WALL , DESCRIPTION »KATO RESIDENCE --------------------------------SUMMARY--------------------------------- MOMENT CAPACITY > .541 FT -KIPS d > 3.800 bId"2 > 173.28 IN^3 f'm• > 1500 FSI Fb ) .250 KSI n > 26.67 USE NO. ) 4 EARS AT 16 IN, O.C. As > .147 IN^2 np ) .086 2/jk > 6.6769 j > .887 k > .338 as - ------------------------------------------------------------------------ REV 10-29-91 MOMENT. CAPACITY OF MASONRY WALL ------------------------------------------------------------------------ DESCRIPTION >>KATO RESIDENCE >> --------------------------------SUMMARY------------------------ MOMENT CAPACITY > 1.168 FT -KIPS d > 5.250 bbd"2 > 330.75 IN^z f'm > 1500 PSI Fb > .250 KSI n > 26.67 USE NO. > 4 BARS AT 8 IN. O.C. As > .294 IN^2 np > .124 2/jk > 5.8977 i > .870 k > .390 n 6aA,2 CD a--- c-0 a,YtZ_ #� 5 .I VK V � prr•„y r✓1- S 3 Q 11� ' I i i i f ' I I v --�49 (6 (10 _c-. Irl o ✓ a— I ;;i`;�� . � r�r hJ ✓ 6<< L cM. U ING 17 E s10 1 64 4L9 (to -. . --�49 (6 (10 _c-. Irl o ✓ a— I COUNTY OF BUTTE BUILDING DEPT JAN 0 8 1991 r r v n u i -r r1 i r C 1 1 Q 4 n I L- C} F Ej 3�2_ �.t r - 2 #4z -0042- BUTTE c0¢2eUrrtE Couwr BUILDING bEPARTMENT APPR �H sy2�y y Post -it® Fax Note 7671 I Owl Ar—Alt— r fl. LLJ 213.51, s87:- 4D' W -O -0 OT PUN .scAm- NO SCALE 011 4)p- A50-0 � BOBWNER '�e'B SMiTH 'coo CONTRACTOR LOT LOCATION THE- BLUFFS 'SPANISH GARDEN CV 0, Properly fines en I Owl Ar—Alt— r fl. _ �11SH �� • Sp d . BUTTE COUNTY BUILDING DEPARTM APPROVED —52 /Op —156 213.51, s87:- 4D' W -O -0 BUTTE CREEK Llj A setb-.k of 5 ft. fr—thd -t CV 0, Properly fines en I :Enterline Shuct,'- orcqw,:7- e7 Fol a 2 ft. ; h. r O 73' + cn- 4 Ln LOT 3 I (D. I. _ �11SH �� • Sp d . BUTTE COUNTY BUILDING DEPARTM APPROVED —52 /Op —156 32 ; 33 5 4 1l9 /•'� x12.12 aG R Of. 1 - --- - 'S' FOGA Q ROAD 2 rG 43AC/ . 39 PM 49-24 '309.14 .718.8 2 rC 6 /7 eJttti.. O s M 113- / 4 179 a P! i2.pl AC • I5.16 Ac. / g6 OF5 70 Ar N 1 — —ZA 448.38 STA WILD FE LIF. `. to 30.13 40 / a / ' AC -.y 0� s.OZ 2 . N,' 14 • 322.9 174 SppMISH_ i2�' /3 e M E PSN 102-49/sr = ' ' p77°501�25,j9 STATE OF.CALIFORN/A ; 2 16 r 3.0lAC CTR. SEG 4 527 680 a2 3./ 150 331AC, 33.75 279 21 223.39 s W/LOL/FE CO S•ERVATlON-9 23�. !O 9B? —Z 3:� 24 33.87 1T — l7 S 4 AC_ \ - ---r ... 225 p3 l5 3s ; �,ea.a2 20 0 19 a /8 13.50 220.73 34738 89 7 8 a //" 21 n m a 60" 1..6 n /6 o r } CREEK 3 4 �`�a I 15 3.041 �� 169 l68 �m h h (1..2, h r w C �p �, In 2� 2 e r /51 �/ * 6 /5 a m 3AC n �� 170 iO o r e— —`qq /„0 r, \�.!�a+ 3.3 3AC e o �� ' t . 149 o c c .13 12 242 B� m 333 a 22 m 3.23 A 15 PT . 2 C -- 0148 wl 8 _ — - — — �- — x.39 96 5.69 AC. ize.31 2�2.e4 2 B4 - N 830 14 50 E IPM 233.37 52-30 SKYWAY 7.22 N., R. 2 E. T.21 K, R. 2 E. 40-02 Assessor's RDED IN BOOK 1220 O.R. PAGE 34B t H b I v i s rt, / \\ SEE DETAIL N 00° 20 06 E •t• S 87°30'W (R6) 42.95 0 .5 0 \ S87% 812.00 40'0*6"W \ \ •t 9,8 w • �0 13.5 2 0.73 347.58 S`12.�2 0 C REEg9 09 s. S. �. • o 3 APPROXIMATE N 30.20 ' EDGE OF WATER to to L,LGGL�1 L �111f1 Jr- 1 85 _ — _ BANK \ T 12" S.D.E. =S.D.E. v t oP o \ LOT\ 5 '' 0 o (M \ 33 AC. o � z v (c) ' tO 20� S XE 51 .D.. 6 —� �— 41 4i \ LOT AREA W LOT 4 w \ m 41 w Z LOT nAu LOT 3 N Oq 3.23 A C. W N S89°9s 8W .rON N QZ TOTAL �� ll1 E—TT1{A1��1 R E T 2 3.22 AC. 186 o 3 AC. N co t0 OO N�° ° O ON W t- 10� P.U.E. o O -o IC S. LN LOT 6 50' o �–. �\ '• ,, a a\ \ 3.03 A C. Q GARDE o 4 - S 76 Ss 8 = _ 50' e_s_L._ _ _ — — - � SP N/SH 442.98 to 38.9 EB — — — — _ _ T 8' E — — —' =�\\ S86°27 37 'E 6788• DR/VE (0714 E 9.19 B. S. L. to ` \ A 00' ACCESS F G A OPENING' S.E. COR. LOT 15 BEING to.10' P.U.E. 219.84 , '1 c« 3 AND 4 26.51' �,,,,,.?11i iL�1� 4133.53 BASIS OF BEARINGS FD. 3/4' I.P. L.S. 3734 S 820 31'57" W 1(wEsT-80UND) BUTTE SKYWAY _ S820 31' 57--W FCORD REFERENCE OOK 87 PARCEL MAPS PAGE 92 993 OeK 52. PARCEL MAPS PAGE 30 �• 25"65 Nor 1c COY MAP — 3826 377 CONI ASEMENT TO P.G.9E. BOOK 1799 O.R. 382 �.. ''` CIVIL tSE;AENT TO U.S.A. BOOK 322 O.R. 145 �'\ ' JUNE, 8. 1998 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL: T22N Referto.,the FLOOD INSURANCE :RATE MAP EFFECTIVE, DATE shown on this map to determine when actuarial rates apply to structures in T21N - zones where elevations or depths have been established: To determine if flood insurance. is available, contact an insurance agent or call the Nafional Flood Insurance Program at (800) 638-6620. T-2 PV APPROXIMATE SCALE IN FEET 1000 0 1000 TQ raQ NATIONAL FLOOD, INSURANCE PROGRAM D 4 Z FLOOD INSURANCE RATE MAP JUNE, 8. 1998 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL: T22N Referto.,the FLOOD INSURANCE :RATE MAP EFFECTIVE, DATE shown on this map to determine when actuarial rates apply to structures in T21N - zones where elevations or depths have been established: To determine if flood insurance. is available, contact an insurance agent or call the Nafional Flood Insurance Program at (800) 638-6620. T-2 PV APPROXIMATE SCALE IN FEET 1000 0 1000 TQ raQ NATIONAL FLOOD, INSURANCE PROGRAM FIRM. FLOOD INSURANCE RATE MAP BUTTE COUNTY, CALIFORNIA AND INCORPORATED AREAS PANEL 510 OF 1200. (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY - NUMBER- PANEL ,SUF.-IX CHICO. CITY OF 0607-46 0510 C, BUTTE COUNTY. UNINCORPORATED AREAS 060017 0510 - C MAP NUMBER 06007CO510 C I FFFFCTIVF nATF- P06ject T1116 49 SPAMt�E-,I ��r�pENn oR. Address Documentation Author Telepnone r-� BULDING DATA Conditioned Floor Area_ 3 Number of Stories -2- Slab/Raised Slab/Raised floor Number of Unita rA Single Family Detached (SFD) (] Addition Alone (J Single Family Attached (SFA) (] Existing Building [ J Multi -Family (MF) (] Existing -Plus -Addition , Z -.042- Building Permit . R K - 2 Zo -9Z meek -A By /.Duo Enforcernent Agency Use Only Glass Arca , .°5 GIas:.... North 481 15;• Insulation Locafion/C =C.-tts East 49 11 S 1444-A57&0A6a(7_ . South t9l &. Z wall.............. Roof ........»... West Z_& o.8 DPMTmg*? Skylight ZZF_ 0.5 SPECUL, FEATL-RES/REy1ARKS (Add extra sheers if ne=ssary) Total 773 Slab E :ge ..... BLTT.I.DLNG SHELL INSULATION Component Insulation Locafion/C =C.-tts conditioner. heat pump) ME SEER.HSPF) (acne. etc.) R -Value (Bruh) Tv --e R -Value (alae, :o gaaga rMi. t etc.) 1444-A57&0A6a(7_ . Wall..............Q 19 r ►vT Tc�rAt- wall.............. Roof ........»... ' 17-71a BUILDING Roof........__. DPMTmg*? Sy tem Type (stare g2s. etc.) Capacity (or a oororyvyed.�ecual) Floor............. r/ SPECUL, FEATL-RES/REy1ARKS (Add extra sheers if ne=ssary) Floor ............. Slab E :ge ..... _ GLAZ.ING Shading Devi=' Gizing Area Glass Type kucxior Exterior Overhang Framing Type Orientation (singdouble) (roller blind, ea.) (shndre=em uc.) (ydno) (menu -00d) �(Srl Nor-t_`I ( ) East 49 East ( ) SOUL11 ( ) Sou t.`t ( ) West ( ) West ( ) Skylight....... Z77 ly THERMAL MASS Type/Covering Area Thickness (slab/e%=sted. tile, etc) (sf) (inches) 1 =cion/DescriDUon (kitchem bath. etc.) HVAC SYSTEMS Minimum Duct Type (eurnace. air Efficiency Location Duct Output Manufacturer / Model # conditioner. heat pump) ME SEER.HSPF) (acne. etc.) R -Value (Bruh) (or approved equal) 1444-A57&0A6a(7_ . 5 7 aN . L6Ntuox !- i4- Maximum Furnace Heating Output: ak,90o Binh BUILDING HOT WATER SYSTEMS -rte Manufacturzr/Model # DPMTmg*? Sy tem Type (stare g2s. etc.) Capacity (or a oororyvyed.�ecual) SpeCA •a r/ SPECUL, FEATL-RES/REy1ARKS (Add extra sheers if ne=ssary) t Mandatory iVlensurrs Checklist: Residential MF -1R NOTE. : o-nse sendosaal burldmu subject u uhe Son wds mus cmuaro ft= -ir- retadlm at the Como iaerx � mprpacD use lut�sss trate- wN an utcnsa (-) mar be ntorsam b! mare strnnttats Corr,Wiarr¢ rmusysaa 4>td an use Cerufrore of Cancun¢ Whm uus chw= st u tneorvaated wo me tsysaa a C%uncnm ur [cmures sand sa.0 be cansioosd Dt• all oarue as basin( mm -warn earrtoonent taiorwn= so mfieauo s for user ma daury.ncommo -nnnr u+er we trrawrt CL= -h= n art owurne nu or an uhu cJrcxun an1T. DES=rnon DFSIGM ixraccEMEWr 6uidint Enydope Mtmurrs } • 12.5352(a): tA--w"cerl-9 nauLumn R-19 -ofamd s -erste. 12.5352tbr I - rill immuuon man,raca„er•a tabdad R -value ' • 12.5352(cr Minunaru -all insulator, is famed wnuls R-1 I oettmnd agate (doe rot apply a I esnana mass walla). i2.5352(1cr slab mte uautatwn . -ata abox"Ni h rad no Vcww tnaa O -3s. star vapor I uwismusnon rant no (tour than 2.0 p=Wma, 12.3311- LauLattan specsrird or inssalhd mmss California Enrgy Commamas (C= quality stamarcm Locate type ad torm. 12.33521!i vacor barrnrs manaaory in Cliause Zones 14 an tl 16 OUT. ;2.3317: InfdtnuorvE:Gltraton Controls a. Doors aha .uwo-s oaw.¢a eona+uorrd and unconditioned soca d=Vwd to limit air loiage. b. Doors ano wnnoow's cerorsed. e Doors ant ..u+oo..s -cuser=pp= all Puma and patcaaiau aulkcd and as)ed ;2-5352(e)- . Sp®l mfdaatwn miner nntrnitea utmtgiT srirh q2-5331 ataeu C C qusaliq 12.5352(d): Lsmllation of Frcouces 1. Masonry and taaory-bwu fueplat=s have 1 t" Citing- voscable meal or flats doer b. Outswe ar intake vnut dampr ad control e Flue tumor and control 2. No cmunuous ourTu t6 Sat pub allowed. f' HVAC cad plumbing Sues Measures i` 52-5352W and :-53111: Stuart codhio unt osunt errand tslatlaiom � 1 12.53=h) and 2-5313: Setaaet aww" Y rn all apdkabie hcau" syxe+as. j u 12-5316(a)* Ducts Comma= inisalled and inatlaad pr Chaff 14 I976 UMC 1 §2-5316ft :slut-sysu=sha.edampreoatro is. l 52.5314(ek Gas -ram space nouing eauiwnraa rsa iaurwiaM igaision de.iea 62-3314- HVAC cmipmcm . watt hca rs she-vacadt and fan ^^. rJsirned by the CCC i2.5I526): W aur hoar iraulauion bLvu= ('it- I2 or pc ua) or combined intrior=&uior irtsulauOn (R-16 err ptoterr fust 5 (eel o/ pipes closed to tact: itwtlaued (R-1 fir pour). ;2.5312(Esccounn rr Pipc insulation on s=in and shorn condamam rcutra & mucuLaiing • pno++ns 12.5318(d): S..irr . Pool Hoang 1. Syurn h= a. Omit` rm ce as hour. b. Wauneroroof instruown platen hour. - c Plumbed to also. for sour. -- 2. 75 petcam aennal drmhcy. ' 3. Pool co -c. 4. urine CIO= . 5. Duecuo,oi -2= iAicz. u Ufhtiat and Appfoace Mersures i52.3352(D: Upunt - 25 lancnst-au or par for general lithting in "..hens and barroom r i2.5314(e): Gss rued apptiamcr equipped •ith i nrmiamt ignition devices 12.53103): Rdri%rawrs, +frigrata-G%=zcm Learn and (luorcicmt lamp baltasu rcdGad by v -c C=C Lwio1C maac cad moot! aumbct. CONOLIANCE STATEVEENT This C=Uflc= of compliance lists the building feat= end perforin r= specifications needed to comply with Title 24• Chap= 2-53 and Title 20. C. tzar; Z Subchzpr 4. Article 1 of the California Adminisuadve code. This =rzificate has beet signed by the individual wilt ovaaII design responsibility and the building owner, who shall retain a copy of it and Um=k the C=ificate to arty subsequent pard -seg of the building. Designer Building Owner Nam= Name: T99k1F= Tltkfl:ir : Addrm= Addn= Tckplwn= ! Lie. s- (si Crh cath) (date ) I ' DOCUme.•1LaLion Author Name T Lk,Firm: AddrQ: Telephone: z (sic -tum) (date) Enforcement AgencT Nam= A Ccr%c7: T.L--:.,...- y 1. i-ciiiisr, Speoricawn Standard. -t --FSreetive Numoer of s=nes Pereaht Cissa R-varue One Two Three L F(-0 , -103 -49 32 R-19 -8 -t .2 R30 .2 .1 •1 Rab 0 0 0 U -value M .40 lass 0..0 -176 a4 -54 0.2 -102 -19 -32 0.10 46 .13 -a O.CB -18 -9 -6 . Us -11 -5 -4 044 -i .2 .1 O.C2 4 2 1 O.CO 11 5 3 2. Wall Insulation 5 12 28 Single- Sangre. -t0 -2 Fama y Famay Mutt. R•value Deta=eld Attacted Farniv R-0 a8 -51 34 R-.1 0 0 0 R-;3 2 2 1 -14 •7 a ' -. .. U-vaiue .. .. . 24 ,... ^ __ _aso ' _ ----t 53 .:.--IIA - _ ---75 - a_c0 ai as -46 -0 -11 .r6 -24 oto u 3 0 008 4 3 2 Us 9 7 5 004 1A 10 7 0.02 3 - 10 ' O.CO _4 '3 12 -,3. Raised Floor Insulation 1 - Insalatton in Floor 16 _t8••: -26 Number of s=ties 1 R -value One Two Three R-0 -17 a •S R-11 3 •2 -1 R-19RoOO 0 0 0 17 745 -;7 1 U-vaiue 10 14 17 -• --0.60 . -IJA .70 -6 0.!0 -; 20 -58 3a 0.40 -95 -is 30 0.30 a9 3a -22 1M -3 .21 -14 0.10 '-17 a •5 0.08 13 16 19 0.06 a 3 -2 =4 -t 0 0 0.02 4 2 1 . Q.00 10 5 3 Controlled Ventilation Crat+rttpaee 14 16 Number of stories 20 R -value One Two Three R-0 -11•T -M -S R-5 -4 -A 3 R-11 -2 .2 .2 - R-19 .i .2 -2 4. Slab Edge Insulation 0 '- 0.60 5.50 Number of Stones 3 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R•7 8 6 3 F2'ac=r Zonal Control Adjustment 3 32 0.90 1 3 •1 0.60 -1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 l S.Infiltradoa (Air Leakage 7..Shading (Shade Open) Speoricawn Standard. -t --FSreetive Points 0 Pereaht Cissa 6. Gloss Heat Loss &- x SC) Two (peeent Qlaa x SC) . Total 3eeve .Glass Norm East South U-vatue skyflght Pen:wt 5 1 St b .41 to .31 31 0.30 or Glass Single Ocude .So M .40 lass 50 •121 •53 -39 - 224 •t0 4 40 -90 .77 -26 -is 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 -t0 -2 5 13 27 -52 -17 -9 .2 6 13 25 -i9 -15 -8 .1 7 14 25 .6 -14 •7 a 7 14 24 -13 -12 S 1 8 14 23 -0 -11 -i 2 8 15 22 -37 .9 3 3 9 15 21 -34 -7 .2 4 10 15 40 31 -0 0 5 10 is 19 -29 -1 1 6 11 16 _t8••: -26 -3 1 - 7 12 16 17 -23 .1 3 8 12 17 16 .20 0 4 9 13 17 745 -;7 1 6 10 14 17 14 -i4 3 7 10 14 t8 13 -12 4 8 11 15 18 12 -8 6 9 _ 12 15 19 11 a 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) •5 -t --FSreetive Stab Floor Rased Floor Pereaht Cissa (peemt &- x SC) Two (peeent Qlaa x SC) . Two Three One 3eeve .Glass Norm East South :west skyflght 15 5 1 4 1 na 16 4 .. 2. 5 .-. 1 ... na 14 4 2 5 1 na 12 3 3 5 2 m '. 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 d 2 2 6 1 3 4 2 3 5 _ 1 2 -A 2 3 4 a 2 3 1 3 3 a 1 2 1 3 2 0 0 1 0 3 1 1 2 1 •9 1 1 -• 1 1 1 �- Q a not allowed UM Detwhed Ati idW Famtiy 0 8. Shading (Shade Closed) •5 -t Etre edve Percent Class Stab Floor Rased Floor Mass (peemt &- x SC) Two HCFA One Two Three One Two Three 0.0 -a -5 .4 .2 -1 %am"" NorA Esau South web: Slty6gM . 18 .14 -18 -69 •64 na 16 .12 .42 -59 .55 to 14 .10 -as -50 -a6 na 12 -a .29 -10 •37 na 11 •7 -26 :P6 �M na 10 Z5 0 .23 -11 .29 •74 9 -S -20 -27 .25 465 8 -5 •17 -M -21 •56 7 -t .14 .19 •18 A7 6 3 •.t -IS .14 -a 5 .2 •9 •11 -;0 -� d •i -6 .4 •7 •23 3 0 .4 -5 -t •i6 2 1 1 2 1 •9 1 1 -• 1 1 1 �- Q MtiN UM Detwhed Ati idW Famtiy 0 no . not ak-nd 0 0.4 am ' 3 2 9. Interior Thermal Mass •5 -t Interor Stab Floor Rased Floor Mass Sbne6 Sbries Two HCFA One Two Three One Two Three 0.0 -a -5 .4 .2 -1 -1 0.1 -8 -5 3 .1 0 0 0.3 •7 -4 -2 0 1 1 0.5 a -3 -1 1 1 2 0.7 -5 •2 .1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 .4 -t 1 3 4 4 1.3 3 0 2 3 t 5 1.5 3 1 2 4 5 5 20 -1 2 4 5 6 7 Z5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 35 2 5 7 9 9 10 4.0 3 6 8 9 10 10 A.5 3 7 8 10 it 11 5.0 4 7 9 11 12 12 55 5 8 9 11 12 12 6.0 5 8 10 12 13 13 65 6 9 10 12 13 13 7.0 6 9 11 13 13 14 75 6 10 11 13 14 t4 8.0 7 10 11 13 14 14 U 7 10 12 13 14 15 10. Exterior Wall Thermal Mass 55% Ewan 9M 70X' 73% 110% FFamly Farray MtiN UM Detwhed Ati idW Famtiy 0.00 0 0 0 0.4 am ' 3 2 1 t3 0.40 5 4 3 Z3 0.60 a 6 ' 4 22 0.w 10 8 5 4 1.00 13 10 7 Solar POU 1.220 13 12. 8' 14 1.40 12 ( 13 9 1.2 1.60 10 13 11.. . 1.80 t0 t2 12 V 2X40 10 it\ 13 15 1L Heating System l2 l4 As SE or SSPF - 5: (assutnet ducts in aerie) 113 ~ _ Sum of 1.6 1 1.2 - _ -25 or -24 to -;4 to -1 to +6 to i6 or SE HSPF less •;5 •5 +5 +15 me 0.72 6.60 0 a 0 0 0 0 0.75 6.08 3 3 3 2 2 1 0.80 7.33 • a 7 6 5 4 3 0.65 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 it 9 7 0.95 8.11 20. 18 15 13 11 8 Z6 Effective SE or HSPF a2 (SE or HS?F x duct etltaleney) 17 Effecters -25 or -24 to -14 b A to +b b 16 or SE HSPF less -15 -5 +S +15 more 4.7 0.30 2.75 - 73 ad -56 -17 38 -M 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 a 0 0 0.60 5.50 5 5 d 3 3 2 0.70 6.02 17 t5 13 11 9 7 0.80 7-33 25 22 19 �i6 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 3 32 System Type 3i 16 4 Resisance 10 9 7 6 4 3 Omer 6 5 d 3 2 2 1_- Cooling Sysi:ln SEER (sssnmea ducts in attic) Stm of 7-10 •25 or .24 b .14 b -4 b +6 to 16 or SEER .less -1s d .5 .15 mart 9.0 .1d .12 -10 -8 •6 -4 8.5 .9 .7 -6 -5 _L -3 8.9 .; 1 -4 3 .2 -2 9.0 .4 3 -3 -2 .2 •1 90 4 3 3 2 2_ 1 1 105 1 6 5 4 3 2 11.0 iQ 9 7 6 4 3 Izo 1S 13 11 9 7 _ 5- 13 0 17 j 14 12 9 6 Etresdre SEER (SF R Ndu t eRiceme7) ;mitt of 7-10 ENec7m.25 or -24 b -1410 -4b . +6 b 16 or SEER ' Vers .15 S +5 +15 more 5.0 -�Q •25 -21 -17 -13 •9 6A -12' -11 -9 •7 -6 -t 6.6 .5 -4 -4 3 -2 •2 7.0 Q 0 0 0 •0 0 8.0 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 :6 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 ;3 29 2a 20 15 10 Zonal Cootroi Adjustment 10 a 7 6 4 3 No Cooiia; Sntemn Installed • -Stories Point System Summary: CIimate Zone 11. SCORE CARD Measures 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor insulation 4 SIab Ed a Insitlatian One •5 -t -t 3 -2 -2 g Two • 3 2 2 Interior MaWCFA 11 U-vaiue (0.65] % Taal Glans (161, Surr. Type (doubici �- SC Eff. S Glass S. Infiltration SinQlrF-U•T _ Dtetacked and Attached 6. GIass Heat Loss X = t Una Size (so = Water Heater t:ra& :tag 1403 1700 220Q 2700 7. Shading (Shade Open) Type Type or . less 10 1699 b 2199 .: �R�•.n • or mom _ SG None Solar a r a ' 0. o , TT►c I Puss MAC 6 4.2. Lot .aoosW 51401 Hy1R 12 8 a 5 6 4 5 3 . 4 1 b. East _. 5 3 3 2 2 c. South AREA POU 8 5 4 3 3 West Nene 37 -24 -18 •15 -t2 Su: - Solar -1 .1 0% 5% tot SSL V% ZST. M% 2M, 40x 45T. SOX 55% V% 9M 70X' 73% 110% RSL W% 9SL 1007. 1057. 110% 115: IM 0% 0 02 0.4 0.4 0.S 1.1 12 t3 1.7 1.9 2.1 Z3 Z5 27 19 22 14 16 18 4 42 44 .4.6 Solar POU S 101r. 02 14 06 0.6 1 1.2 1.4 1.6 1.1 21 Z2 Z5 V 19 11 23 15 17 4 l2 l4 As 1.6. .4.8 S 5: M% 113 a6 Qt 1 1.2 1.4 fa 1.6 2 22 24 27 21 11 13 23 17 11 4.1 43 4.5 4.8 S 52 5.4 M% CLS al 41 1.1 1.4 1.6 1.6 2 22 Z4 Z6 Z6 3 a2 15 17 39 4.1 4.1 45 4.7 49 i1 5.3 56 407: 0.7 a1 1.1 U 1.5 1.7 13 22 Z4 26 Z6 3 12 14 26 it 4 43 4.3 47 l9 3.1 S.3 53 3 WN 03 Lt 1.3 15 1.7 1.9 21 Z3 25 27 3 32 14 3i 16 4 42 44 4.6 46 S7 5.3 5.5 5.7 i9 35% =, Q9 tl 1.4 1.6 1.6 2 Z2 Z4 Z5 Z6 3 12 15 17 29 41 43 4.3 4.7 4.9 i1 53 56 S.8 6 60% 1 12 1.4 1.7 1.9 Z1 Z3 ZS 2.7 Z1 21 22 3.5 18 4 42 " 4.6 4.8 ' S 52 5.4 5.6 5.9 6 1 65%: 1.1 13 1.5 1.7 1.9 22 24 Z6 2t 3 12 24 16 2.6 4 43 4S 47 4.9 11 53 SS 17 5.9 61 70% 12 1.4 1.6 1.6 2 Z2 ZS V Z1 11 13 13 17 11 41 43 4.6 41 S 5.2 5.4 5.653 6 62 75% 12 13 Vi.2 2.1 Z3 25 Z7 3 22 3A 3.6 it 4 u 44 46 tS 5.1 S3 ^Is i7 is 6.1 6.1 My. ` 1.4 1.5 11.1 2 12 24 26 tt 3 13 13 27 19 4.1 41 43 4.7 41 5.1 54 Sc S.6 6 62 64 1ST. 1.4 1.7 1.9 2.1 23 23 27 Z1 11 3.3 13 It 4 4.2 4.4 46 4.4 S S2 S4 56 S9 R1 63 65 Wr.' 1.5 17 2 L2 Z4 Z6 2t 3 22 14 36 it ll 43 is 47 V st S2 SS S7 5.9 l2 64 64 957. 1.5 1J 2 22 ZS 27 Z9 It 33 15 17 11 41 43 4.6 46 S u 5.4 56 14 6 4.2 6.4 6.7 11CM 11 Ls Z1 23 25 Z6 3 32 lA 10 3-8 4 42 44 46 43 ii u 55 5.7 59 6.1 13 65 6.7 105% 1.8 2 Z2 2.4 16 Z6 3 11 25 17 29 4.1 4.3 45 47 41 it 14 36 It 6 6.2 6.4 so 6 6 1107. 1.9 V V 25 VZ9 11 3.3 36 3.6 4 42 l4 lb 4.6 5 SZ i4 S.7 i9 61 6.1 6.3 6.7 6 9 115% 2 22 24 26 Z6 3 22 14 3.5 l8 4.1 41 43 4.7 4.9 it 53 55 5.7 i9 6.2 6.4 6.6 6.8 7 123T. 2 23 Zs 27 Z9 11 13 15 3.7 19 41 4.4 4.6 4,6 S 12 SA 16 54 4 62 6.5 6.7 8.9 7.1 125% Zt Z3 25 Zt 3 22 3A 36 36 4 42 44 4.5 V it 11 SS V 5.9 6.1 63 65 6.7 7 7.2 Point System Summary: CIimate Zone 11. SCORE CARD Measures 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor insulation 4 SIab Ed a Insitlatian One •5 -t -t 3 -2 -2 g Two 3 3 2 2 2 11 U-vaiue (0.65] % Taal Glans (161, Surr. Type (doubici po Glass SC Eff. S Glass S. Infiltration SinQlrF-U•T _ Dtetacked and Attached 6. GIass Heat Loss X = t Una Size (so = Water Heater t:ra& :tag 1403 1700 220Q 2700 7. Shading (Shade Open) Type Type or . less 10 1699 b 2199 to 2699 • or mom _ SG None Solar a r a ' 0. o Q a. North or - HP Hy1R 12 8 a 5 6 4 5 3 . 4 1 b. East WS8 5 3 3 2 2 c. South AREA POU 8 5 4 3 3 West Nene 37 -24 -18 •15 -t2 Su: - Solar -1 .1 .1 a o e. Skylight (0.7216.61 HWR -:8 -12 .9 .7 a SEZZ (9.51 WS3 PQ •zs •14 •i6 _42 .;2 -9 .;0'. -7. a -6 S. Shading (Shade Closed) iG Nate •5 •3 -2 •2 -2 Solar POU 7 3 : s 2 -4 1 3 1 2 1 3. North IE None .28 -19 -1a .11 .9 b. East Solar POU 8 .10 • 5 ' .6 4 .5 3 i 3 J South MuItlki:- B 0-ditrfd%al %mitt) a- • west Water 699 1170 12 (i1700 2200 e. SkyllgilL . Type or ym >� ttgo log 2194 9. ' Interior Thermal Mass SG No" 0 0 0 0 ma, 0 or Solar HWR 14 9 7 5 4 3 ` 1AUP., ) '10. `Exterior Wall Mass HP WS8 POU No" 9 9 5 4 5 3 3 2 2 3.. 2 .2 --- -3 )1"s.i ,,• . rr fi/ st) 110rHeating'System SE Sctar --AS 2 23 1 1 tiVt a --- 0 Zonal Control? ( Y/ N) VSH .4 P -c5 •13 8 6 � C� ooli-Ln. '12 gSySem _� None _t 4 .3 •2 •2 Zonal Control? ( Y / N ) Scw 6 3 2 1 1 POU None ' 0 a a a 13. Water Heating IE S°lar JO 18 t5 9 -:a 5 d i a s FOU a 3 _ •2 Or R -value (381 U-vaiue (0.0301 or R-vaiue(111 U•vaiue (0.0981 or R-vaiae (191, II-vaiue (0.0371 Point Scores Type Credit (orae( Pninr Tntal. Cr R -value (01 FZ facer" (0.771 • ; Standard 0 U-vaiue (0.65] % Taal Glans (161, Surr. Type (doubici po Glass SC Eff. S Glass X = X = X = X = X = To Glass SC Eff. mo Glass X X = X = X = X TYPE 1 MASS AREA InaeriorNvarCFA COND. FLOOR AREA TYPE 2 MASS AREA w ! Ex=uw WaU lvlass ND . c L OK dREd Su: X - SE or HSPF Dun Efficiency (0.781 Effecuve SE or (0.7216.61 HSPF lM56ES,151 X _ SEZZ (9.51 Dua Ef rAcocy (0.741 McatveSEER (7.031 Type Credit (orae( Pninr Tntal. LAO '41 -ol No .0I L4 tj ".7 .FAR r4"'oc PEA ON I 00"I 00I 01010 00 000 1-0 .00-0 - Wool Nw N b -new'r oy dW 9-lial