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027-010-022
�d NOTES. RESIDENTIAL ( 027-010-022 0 PERMIT NO. _ CALLOW, 03-3443 ERYDEN WY LFIRE SPONT: WF S , OROMLLE QLlYERS RINKLERS is l l;. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 , t JOB FINALED (Date) / Signature i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 , t JOB FINALED (Date) / Signature V= OK 0 = Not OK - = NotApplica*le MOBILE HOMES • = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) MISCELLANEOUS Date 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 1. 6. Gas; Location -Test -Wrap;-/ /" L'ft. v / /''Nat. or/ /"L"ft./ /'LPG 2. 7. Well Clearance & Disconnect 3. 8. Utility Clearance I 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures i Date Carports; Windows -Doors Card B-1 Date Card B-1 ' Date Electric Card B-1 Date ti Card B-1 i Date MOBILE HOME INSTALLATION (Plans) OK except #'s f 1. Zoning Requirements -Setbacks -Easements 4 2. Footings; Size -Spacing -Marriage Line ! 3. Gas; MH Test -Demand -Valve -Connector i 4. Electricity; MH Test -Crossovers -Breakers -Clearances ) 5. Drain; MH Test -Fall -Flex Connector i 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval i Date 8. Gas and Electricity Tagged : 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch I 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 1 5. Elec.; Pool Lighting; 15 Volts-GFI Date 6. Card B-1 Date Card B-1 Date 7. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s s j 1. Zoning Requirements -Setbacks -Easements i l 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel t 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails i i r 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric N 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings } 12. Braced Wall Panels ) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability I 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater B. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test i 11. Light Niche r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a t V=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 75. Water .; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection hower an; Test, First Floor -Tub Access Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection r, Second Floor -Tub Access 77. Gas Pipe; Sixe & Anchors 78. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Guard Rails & Deck Construction -Post Caps fixture & Transformer Clearance -Ins. Protection 81. Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Clearance Looked under Floor ❑ Yes omex Installed Close to Edge of Studs & C.J. 82. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 9. ppliance Circuits in Kitchen & Conductor Size GFI 2 . Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI 3 Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 1. P-ffq-uip. r Conductors & Ground Main Disconnect Clearances Panels-Motors-Mech. Equip. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings lothes Closet Light -Shower Light -Spa Light 86. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M CHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation densate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet q Attic Access & Platform if Furnace in Attic Date lCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date I FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors !' alls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing 43 raft Stop in Walls (rat proof) (��A.ite,Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing 'ingle & Duplex) Date 4 4 FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat Clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles ik-<rm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing Date ro erty Line Firewall & Openings FINAL (Plans) OK except #'s xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 63. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Smoke Detector eer 65. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Bedroom Exiting ,Shear Walls; Nailing -Bolts 60. Brace Inter4 Exterior Wall Panels 61. 62. Insulti - i mgs Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive 0 Yes 0 No/Walks I] Yes ❑ No/Planters 0 Yes Q No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (536).538.-7541 CORRECTION NOTICE 141- e- W 03-".2a5- y OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the « above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �6 )ai �a A. �S �ry COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION ' - DEPARTMENT OF DEVELOPMENT SERVICES :m 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 .ii. CORRECTION NOTICE L L -J o3 -2o S OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, �please %contact this office immediately. Li 760 1d 110 ( cpCi 4 /�'rz�1-.49tx— W.4--c2.0-t.✓'dl' c�- TSJ2>'L� CZ 1 C)c-- i Date Inspector REV 10%92 COUNTY OF BUTTE _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County-CeHter Drive • Oroville, CA • (530) 538-7541 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 notice this office when correction of work is w� completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. lfc)z 4 %1 G GGu� Q •. cr 1 u` Date Inspector -- REV 10/92 / Insulation Certificate 0 'BUILDING OWNER: BUILDING P&MT #. . BUILDING LOCATION: Description of Installation ROOF Material Brand Name Thiclrncss (inches) Thermal Resistance (R -Value) CEILING Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance. (R -Value) Loose Fill Type Brand Name -Contractor's minimum installed weight/& lb Minimum thickness itches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR -WALL Material Thickness (inches) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL U • . Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Material Brand Name Thickness (inches) Wrmal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administradve Code. r uilderj Li4e to Numberj Signature axtM Dace Sub -Contractor (Insulation Installer) Signature and Tide License Number Dam THIS CERTIFICATE MUST .BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 3 a N h COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 I v.12/96) APPLICATION AND PERMIT' ASS ESSOR PARCEL NUMBER ^ ©I /� Oa ((�v� ZONING �-- BUILDING PERMIT OWNER l TELEPHONE SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS • O CTO R' N� e ES �p `E I 1� 1 kcNTOa'� MAl DRESS1-3 CZA ^ t C� C n S ^ y S N L / ONSTR CTIIOVN\LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filinq Fee $ 20.00 Permit Fee • ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee C7 . BUILDING ADDRESS I N6 r ^' I 1 w Energy Plan Checking Fee $ 1 PERMIT FEE $ Io LOT NO. SUBDNtSIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other )k Describe Work: 10 •C VI t� P n C'P 5 fie Gas piping system 1 - 5 outlets 15.00 Building sewer — 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 800VOR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of e B mess a d Profe Ions Code, ( g ) and my license i 'mull fQr�e and effect. p� License Class -' 11 Li,. No. �V OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provi 'ons of section 3700 of the Labor Code, I shall ose ro 'sion ��T�T1Q) 3 X Date Signature of Applicant - ❑ Owner ConV &ctor ❑ Agent An OSHA permit is required for a ava s over 5'0" de aa� d molition or construction of structures tor' I t. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR i GOLDEN RO A L CANT Main Service 200A TO 1000A 46.00NEW CONST. DW EwG OCCUP. NSO OR ADDNS. ( a ACC. BLDS. 3.5¢FT. NEW CONST. MULTI -OUTLET NON-RESID. @7.50 POWER AP RATU a SINGLE OurLEr CIR. Ex. Occup. OUTLET OR FIXTURES aA� @':50 Ex. Occup. OFUX�ES AEs OR5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee , $ Occ CONST. TYPE OTAL FEE $ _ HAZ. D. IMP FLOOD CDF PARCEL PD ND ISISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. (WVI Date 03 4 PERMIT EXPIRES ON _ 1 l 1 q 104- D to �`"'^ -rryrYY•-"-"Y'�"+-•wry�,.'�'�""' ' v �r-•,� ',-J:�. _�sif "..-�.-ti�?r .'^.'�.-•�- F: `c., z - �..,-.- COUNTY OF BUTTE-DEPARTMENTOF`D F LOPMENT SERVICES -BUILDING DIVISION " ! -7, County Center Drive, Oroville',,A 95965 Phone (530)538-7541 Fax (530)538-2140 ;. �'` PERMIT APPLICATION DATA SHEET i C/V V L C� �' �/ ASSESSOR PARCEL NUMBER OA7 OWNER: `Proposed Building Use: ��Counter Technician: Date:'44/ 7 ;Items required in order to apply fora permit. All boxes MUST be checked marked NA in order to apply. ❑ 1 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. t 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ► Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. ; Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in dualicate. 0 T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. - (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. q Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ,.; ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form ................................................................................. '❑ 13. Other-_ ,Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 0 14. Fees as shown on the atiached Schedule of Fees Due Sheet ....................................... ! ❑ 15. Statement of Intent for Non -heated and A/C Buildings - ❑ 16.' Sanitation and plot plan approval from the Environmental Health Department in ! �El 17, 'City of Chico Plumbing permit....................................................................... ❑ rl $ "YCalifornia Department of Forestry plan approval ❑ paid. Sent by: ...................... ;- ?1;9:Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ''' ❑ 20� Contact Land Development about ❑ Improvements, ❑ Drainage 0321. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). r , 22. Pre -Inspection for required ................ ;. ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... r (, ❑ 24. Worker's Compensation Carrier and Policy Number ..............:. �a ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ` ❑ 26. Letter of Signature authorization .............. . " D 27. Recorded copy of Agricultural Acknowledgment Statement .................................... r3> ❑ 28. Manufactured home utility clearance............................................................... x�a ❑ 29. Existing violations and/or expired permits............ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, D Letter from Legal Owner, ❑ Check to H.C.D. $ D 31. Other: When issued Telephone ,2 U 67— and hold for pickup. I have been inf a oft ove ite and requiremen4s for obtaining a building permit. Aan pplict. °. Date: 1. Index permit plication for the ove items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ il, ❑ counter, by ate: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail ,❑ counter,' by Date: Plans reviewed by: Date: Plans approved by:----. / _ Date: 1 / Structural reviewed by: Date: Structural approved -by-- Date: Note transfer by: Date: Yellow: Building Division NOTES { V RESIDENTIAL 027-010-022 03-2054 PERMIT NO. _, CALLOW_ , RIC.K 7 1 12,kYDEN WAY, OROVILLE Cont: SURMINSKI, TIM NEW SNGLE FAMILY f 1 �r 1 t 1 a� SPECIAL CONDITIONS CHECKED BY SRA _ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ►' SPECIAL INSPECTION ITEMS OFFICE COPY ' Address a� I, GAS Meter By Da e ELECTRIC rc Meter By Date Address— - — — - — x r GAS e ;! Meter By Date ELECTRIC 4 Meter By Datwl?� r ti. JOB FINALED (Date) T �OO� " Signature J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect 7. 8. Utility Clearance 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval - Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O -to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch, 11. Cert. of Occupancy Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 ` Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking. 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval - 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDER AOR (Plans) OK except #'s leoTo-ning-Setbacks-Easements-Flood-Slope QPM Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3 arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth AeOTTI-Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5oOStemwalls, Main; Steel-Blockouts-Wrapped and Special Anchors 9yB. V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P MBING (Permit) OK exce ' 1 tAa_W Htr.; Vent-Acces Comb "Air Ba le Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection Aft Shower Pan; Test, First Floor -Tub Access , 21 t Tub & Shower, Second Floor -Tub Access Date / wipe; Sixe & Anchors Date ire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection 42 Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled .2,7--Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water g9 -1 -Appliance Circuits in Kitchen & Conductor Size GFI (30e-Mfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 431!Ft-ange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. ,,,4.Clothes Closet Light -Shower Light -Spa Light 05n- moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support --)'37. Vent Fan, Exhaust above insulation condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s '/ 4 &IIs Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound f!3 earing Walls over Girders & Floor Nailing C44Araft Stop in Walls (rat proof) (q4 -)5w Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) _ ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance c Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions CWGarage Fire Protection Framing -RC Channel roperty Line Firewall & Openings / 54--EXf. Doors -One 3' -Check Garage 3rd Storv, 2 Exits ,gLb5. 5 airs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriqqers [527 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access &9!131azing Area -Glass Protection -Skylights -PI stic ear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels _ 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Dat f� Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Look d under Floor 0 Yes 83. Following Instld rive Cl Yes O No/Walks 0 Yes O No/Planters O Yes 0 No ( 84. Stucco Bro&-Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections fr Pr J us Insp t' s 92. Gas es -Me s Ta ged, as- lec ric 93. Water & Sewer Connected -C/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted Date / 96. Fire Sprft Card B-kWU Date Card B-1 Date B-1 Date Card B -1B-1 Date Card B-1 Date Card B-1 Date Card B-1 Commen s at Final: G VW P/ G A -S -Z srt o COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE CxC.Co w 03 - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, '3 pie se contact this office immediately. rLo v (. r(1 c A -C_ L� S,� �v a s _ °sem n.: 0^ �y Date X �.. Inspector 'r REV 10/92 1� '(Rev.12/9t) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541' XM APPLICATION AND�PERMIT 3 ZONING5 BUILDING PERMIT "�" LOW, RICK 864-1953 TELEPHONE SQP. OCC. BUILDING VALU ION V(r M! Nnff"NOTRE DAME BLVD SUITE 870 CHICO CA U 24,192.00 T MIURMINSKI 899-1250 TELEPHONE d 3 TrET°HILLVIEf T SWAY CHICO CA 95926 U962- eDV._20,121P.60 CONSTRUCTION LENDER a LENDER'S MAILING ADDRESS Fireplace I A 1500.00 Total Valuation $ it ARCHITECT OR ENGINEER - LICENSE NO. Flin Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit Fee $ 3_7 - Plan Checking Fee $ 556 7 Of 9T GMbEN WAY OROVILLE CA 95966 Energy Plan Checking Fee $ 2-3,00 PERMIT FEE $14 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 ' Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY W/ 2 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 178.00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service 200A OR LESS 23.o0 3 , 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class JB r 1 Lic. No. �D 5q OWNER -BUILDER DECLARATION I hereby affirm under ens nYof perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCC OR ADONS. ( 8 Acc. BLDS.UP. S 3.50FrO. 22.1® NEW T. NO"EESID MULTI.OUTLEr @7,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FOCTURES 20 @ 1000 B . Ex. Occup. . 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 165.19 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 1120.00 20,00 Cooling 1 25,00 25,00 Hood 6.50 Ventilation GAS FURNACE PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of Califo ' , and agree that if I should become subject to the ke ' co satin vi ions of section 3700 of the Labor Code, I shall th c ly those pr visions. D e �_ Si slur of pylic t - ❑Owner Contracto ❑Agent An OSH permit is required for excavations over 5'0" deep and demolition or construction of struct res over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ 46.00 occ CONST. TYPE TAL FEE $ HA Z IMP D CDF )(gCEL,.PD a� ISS This permit is hereby issued under the of the Butte County Code and/or i aced abo a for which fees have MIT EXPIRES ON applicable provisions Resolutions to do work been paid. , Date O O Def 77r- Receipt No.c5 �" WHITE-D.D.S.-B.D. CANARY -AS S OR PINK -INSPECT ROD- PP ICANT 1°".6""6 S iB"'�i'xa"' TVt i [ "r ..,r,7 -4+r .,...n sT:-vTi'T �i//�ri 03 " COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER V cP % - o/ b b a ;I. Proposed Building Use: S Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.: Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. *72. C6mplete plans, 3 or 4 sets, signed by the preparer of the plans. 4Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. . Engineered truss details and layouts in duplicate. No faxes! lX' S. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11::Detached Accessory Building Form filled out by the owner ..................................... 12 azardQus Material Form............................................................ . ................. _ ther jj�ot r ^Pt m i items nee ed to issu e permit. (May require additional plan review upon receipt of the following items.) 01 Fe as shown on the attached Schedule of Fees Due Sheet..v................................... 5. ement of Intent for Non -heated and A/C Buildings ............................................. Sanitation and plot plan approval from the Environmental Health Department in /3 1 City of Chico Plumbing permit...................'1 . p.........................................: California Department of Forestry plan approval paid. Sent. by�. �%l.l�p3,.. A 19. Planning approval for (A) Use: OK (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...................:........... f JQ-21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mai.ledto,owner) ..................... 26. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... �A ❑ 28. Manufactured home utility clearance............................................................... f_ l 29. Existing violations and/or expired permits......................................................... ❑ Grant Deed ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Chec t H.C.)�. $ Wen ther: � .J ..0-.4 IfRA—G 9/t • o/i /Gi %� 'a sued Telephone r `? ' / � w' 0 and hold fo P. q c I have been in r d o the above it - 's and requirements for obtaining a building permit. 6Apica, t: Date 1. Index p it an lication for the hove items numb red.: Plan Check Letter 2. Additional iten{s required Contractor, designer, owner, was advised cf the ab data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: %. C , 'Date: 1 19 105 Yellow' Ruildinn Divicinn b 3 _ZoSy TO: Building Department*'' FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locat' n Plan Approved for: Sewage Disposal, Water Suppl r Pul Clearance for dwelling. Other �z I�j final for: Final Clea nce O.K. for: NOTE: Environmental Health 8/96 E.H. USE ONLY Plot Pian Attached Floor Plan Attachad-- Sent to ®.O. '! — T/ --� 1 --� k AP lic Private Well r cialist Date 03-a - COUNTY OF BUTTE Q7 DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE A Jy BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee $ 2. SCHOL LSTRICT FFSS Z�l (paid t D' a lvaii$61 f r P ((//WW,, `` �I vv i �3. SHERIF EES (paid at Building Division) �— Residential ...................... Units Yr) / x$360.00=$360'06 Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8- ATER T NDER FEES (Battalion # ) $200.00 'd at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# D2:Z ^"VaQ-,, DATE RECEIPT # DATE REC. 1, //- 7/q At time of permit applicatio I was advised the ove fees are required to be paid prior to issuance of the building permit. These fees may be changed du ' g the lan the 'ng pro. / APPLICANT Pursuant to Govemmen Code Section 66020, imposed on your project. You have 90 days fr( items during which you may protest. The reqt u are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been the date of approval of the project or from the imposition of the above mentioned =ents for a protest are specified in Government Code Section 66020(a). Original _ Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 10 -Nov -2003 2093-0979681----5 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date �I� �� -03 PROPERTY OWNERS:. State of Cali rnia nn �,ff� County of L . l o A• On Ohkwb¢,✓ 10, Doo3 ff _ before me, bli0 personally appeared Zae m. B- 2,oxyn I- N i low persea04 known -term far proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s�/are subscribed to the within instrument and acknowledged to me that executed the same in /their authorized capacity(ies),' and that by W05eiRtheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and o lcia seal. HEATHER WOLTERk Signature�Seal: U COMM. # 1305720 NOTARY PUBLIC CALIFORNIA W A.P.# 00--7--010- OQ_ . V BUTTE COUNTY 0 COMM. EXP. MAY 25, 20051 :C' Preliminary Report Order No. BU -216327-3 MAM Description The land referred to herein is situated in the State of California, County of Butte, and is described as .follows: PARCEL I: LOT 18, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LOCATELLI SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 26, 1993, IN BOOK 130 OF MAPS, AT PAGE(S) 3 THRU 6. CERTIFICATE OF CORRECTION RECORDED APRIL 1, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO(S). 93-12867. APN 027-010-022-000 PARCEL II: AN EASEMENT FOR INGRESS, EGRESS, SUPPORT AND STORM DRAIN OVER, ACROSS AND UNDER BETHRIDGE ROAD, BRAD COURT, BRYDEN WAY, AND WHITNEY COURT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LOCATELLI SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 26, 1993, IN BOOK 130 OF MAPS, AT PAGE(S) 3 THRU 6. CERTIFICATE OF CORRECTION RECORDED APRIL 1, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO(S). 93-12867. ITGCV RECORDINiG REQUESTED BY MID VALLEY TITLE & ESCROW CO. Recorded (REC FEE 10.00 AND WHEN RECORDED MAIL TO: . Official5 Records y Of i TAX RICK AND ROXAN CALLOW TE I 21950 DIGGER PINE LANE BUT CANDACE T GRUB9S I COLFAX, CA 95713 Recorder ROSEMARY DICKSON ORO -C Assistant I Barbara 09:00AM 20 -Mar -2003. 1 Page 1 of 2 Space Above This Line for Recorder's Use Only . A.P.N.: 027-010-022 Order No.: 207217MAM Escrow No.: 207217MAM GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $55.00 X ] computed on full value of propperty conveyed, or ll computed on full value less vaZue of liens or encumbrances remaining at time of sale, X] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, ROBERT R. DERBER, an Unmarried Man hereby GRANT(S) to RICK CALLOW and ROXAN L. CALLOW, Husband and Wife as Joint Tenants the, following described properly in the unincorporated area of.;the, County of Butte State of California*- SEE ATTACHED LEGAL DESCRIPTION ROBERT R. DERBER .-Document Date: March 5. 2003 U7/9 STATE OF C*bWeR ftfc COUNTY OF_a A':^7',cfi'aC� ;SS , Ori 0 before me. personally appe personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrumen a persons) or the entityupon behalf of which the person(s).acted, executed the instrument. WITNESS y han fend offic I alb Signa re This area for official notarial seal. CRISTY C SUTHERLAN4 Notary Public State of Utah MY Commlaslort Ex0rea Jan. 07, 2007 1710 S. Redwood Rd.; SLC, UT. 84104 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below Ilii!!NHlJIlI�I��!!Illfll!lIIIlI 20[at3--tm1�5883 RECORDING REQUESTED BY Recorded I REC FEE 7. MID VALLEY TITLE & ESCROW CO. Official Records i � AND WHEN RECORDED MAIL Count Of TO: BUTTE f RICK CALLOW CAMAM J. GRUBBS ROXAN L. CALLOW Recoder ROSWRYrDICKSON f P.O. BOX 25 Assistant I Alyce CHICO CA 95928 09:00AN 29 -Aug -2003 I Page 1 of 1 A.P.N.. Order No.: 330801 Above This Line for Recorder's Use Only Escrow No.: 330801 FULL RECONVEYANCE MID VALLEY TITLE AND ESCROW COMPANY, A CALIFORNIA CORPORATION, as Trustee under that certai: Deed of Trust dated MARCH 5TH, 2003, executed by RICK CALLOW AND ROXAN L. CALLOW, HUSBAND AND WIFE AS JOINT TENANTS as Trustor, and recorded as Instrument No. 2003-0017524 on MARCH 20, 2003, of Official Records, in the Office of the County Recorder of BUTTE County,. California, having been requested in writing, by holder of the obligations secured by said Deed of Trust, to reconvey the estate granted to Trustee under said Deed of Trust, DOES HEREBY RECONVEY TO THE PERSON OR PERSON LEGALLY ENTITLED THERETO WITHOUT WARRANTY, ALL THE ESTATE, TITLE, AND INTEREST acquired by trustee under said Deed of Trust, in and to the following described property: SAME AS IN THE ABOVE DESCRIBED DEED OF TRUST D VALLEY TITLE AND ESCROW COMPANY A NGELA U. M I br,%l 0, -V M PRES I DEN I Document Date: August 27, 2003 STATE OF CALIFORNIA )SS COUNTY OF BUTTE ) On AUGSUT 28, 2003 before me, MARY A. THOMPSON,NOTARY personally appeared ANGELA D. MASTELOTTO personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shefthey executed the saw in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature G This area for official notarial seal. A -& A A A J\ A A -,A - MARY A. THOMPSON v1 Commission #13514700 U NotaryPublfc- Califomia Butte County My Comm. Exp. APA. 15, 2006 b. October 7, 2003 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965=3397 Re: Plan Review: Callow SFD Address: Bryden Way Dear Mr. Vieira: County of Butte- FINAL CHECK Jurisdiction Appl. 'No.: 03-2054 LP2A Job No. 203015-061 Linhart Petersen Powers Associates '(LP2A) has completed an Final review of the following documents: 1. Plans: Two (2) copies plan sheets SD.1 through S-6 (10 sheets) title sheet dated July 07, 2003 with a revision date of October 21, 2003 by Robert B. Heaton, Architect. 2. Structural Calculations: Two (2) copies dated July. 02, 2003 by Robert B. Heaton, Architect. Two (2) copies Supplemental Calculations dated October 23, 2003 by Robert B. Heaton. 3. Title 24 ,Energy Compliance Documentation: Two (2) copies dated October 21, 2003 by Robert 8. Heaton, Architect. 4. Truss Calculations: Two (2) copies dated July 31, 2003 by Longfellow Lumber Co. Inc. These documents were reviewed only for their conformance to the 2001 California Building, Plumbing, Mechanical, Electrical and Energy Codes. We do not have any comments regarding this submittal package. We are recommending approval of the noted items above. Enclosed are the above documents bearing the LP2A approval stamps on appropriate sheets. Let us lmow if you have any questions. Thank you, Sincerely, LINHART PETERSEN POWERS ASSOCIATES Robert T. Berna I.C.B.O. Plans Examiner RTB:ag Enclosures a LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX(916)725-8242 • Toll Free (877) 235-0653 BU7T9OUNTY SCHOOLS IMPACTFEE CERTIFICATION FORM _6 (One form per Building) School District Building Department No. A.P. Number Jurisdiction: city County .1 Property Owner Property Location/Address Subdivision Residential,Development No of Living Mobile Home • Units Installation Lot No. ................ . ... . ...... ............................ a ....................................... 7 lilt 7"A Sq. Footage - .. Addition/ *Supplemental to (Group R) Conversion Permit # ..........................*(No foundation Inspection) ...................................................................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage -,(Including Exterior Roofed Areas) Date District Identification No. ScK661 District certes that IN Lj (Applicant) Ry- 14 -1e_v% (Street Address) U (Phone Number) � (o G (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ 4 5q representing -k-\ square feet. 2926 $ FULL MMGATION $ 3 School District RepreAntative Date Paid by Check # Remarks: 0 ;L_ -I Is 0 >.- L— No&*: You may protest Ow Imposition of do ton Identified above by subffMnga written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the data ton are paid. Failure to submit a timely wffftn protest vAll'pmfflblt you from challenging the Imposition of the fan In any court action. K. subsequent to the School District Representative sIgning this Butte County Schools Impact Fee Cefflication Form, the School District is notified by the applicsible Local Planning Agency that this projset Is being reviewed under the Callftrnla Environmental Quality Act (CECJA� this project may be subject to skildonal school fan to fully mitilgate.fts Impact on the school distrieft schools. White (applicant), Yellow (building department), Pink (school district) feefonn.xis 0 0/031drnm BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building): 63 School District . , l%l./' Building Department No. A.P. Number V O l C� /� Jurisdiction: 0 City + j County Property Owner Property Location/A Subdivision Residential Development Q No o Living Mobile Home nits Installation Commercial/Industrial Q Q New Addition wa,w. I i .. ........................................ .......... ........... :... ............................ ..... i Q Sq. Footage C, Addition/ 'Supplemental to (Group R) Conversion Permit # (No foundation inspection) .......................................:....................................................... _.... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) 1 (• v� 03 Date District Identification No. l._ rOQ. C t�ev-,\ A\Vr% `1 School District certifies that (Applicant) (Streetvddress) (Phone Number) CA (City) (State) (Zip Code) has complied with the requirements of Resolution No. 0 0 Q) by payment of $ rjq (:g • �� representing a1 (o square feet. 2926 $ FULL MMGATiON $ School District Representative Date Paid by Check # Remarks: e -t 1a1u 0 i►ega`'% . +- ".%� is, '0 %\-ivx Sty a '-'4r.Y JN IYotla: You may protest the Imposition of the fees Identttled'above by submitting a written protest to the District, In comply with GoYennnMrd Code Section 660Ma), within 90 days from the date flee are paid. Failure to submit a timely written protest wlll'prohlbit you from challenging the Imposition of the fees In any court aetlom If, subsequent to the School District Representative signing tits Butte County schools Impact Fee CertlNadon Form, the school District Is nodf ed by the applieable Local Planning Agency that this project Is being fwlewed under the California Environmental mental duality Act (CEQA), this project may be subjat to additional school tees to fully mitigate. its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feet«m.xis (10/03)dmm %6 ' SITE PLAN REVIEW APPLICATION Date: Permit Number (if applicable) AP APPLICANT INFORMATION Parcel Size: O - D i�; �— Owners Name:, G A U-0 110.;�'Z c l< Owners Address: Telephone No.: g 9 — 12 ';;' 8 Situs Address: Proposed Use: r Residential Co,4d1no .4s New Single Family Residential ❑ Single Family Addition ❑ Single Family Remo el ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie)�`j C �i V E D F] Temporary Travel Trailer ❑ Multi -family 200 SEP 12 • `Non-residential �fsncww� ❑ New Commercialo�►'� ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial F-1Industrial Addition F-1 Industrial Remodel Other a Septic Well ❑ Agricultural Exempt Building ❑ Other: � 3t1 • Brief Explanation (if necessary): �� 1 T" /� PT' S O NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION(For Staff Use ❑ Approved Conditionally Approved ❑ Resolve Problems Prior. to Approval a Site Plan Stamped Approved By Date Page 1 of 5 w ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) IN SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: f02-5 Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------- --------------------- —------------ —----------- ---------------------______ { ❑ +Detached Building Use Form ❑ Encroachment Permit — ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement .,te rAT+ -7 i�., R Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code . Streets & Highways Fire Prevention Subdivision Map Front S� Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ ' School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage " ❑ NCSP/CSA 87 ❑ Chico Urban Area—.' Road ❑ Thermalito Drainage Area ❑ Thermalito.Urban Area ❑ Other SubdivisionMap Special Fees Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation_ Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No [].Yes Comments: ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain'a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ .Comply with Old Subdivision' Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ElConstruct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Water_ Tender ❑ Road Improvement ❑ 'North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation_ Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No [].Yes Comments: ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain'a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ .Comply with Old Subdivision' Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ElConstruct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 11 Subdivision Map/Parcel Map: LD C-A-rE LL_ i Map Date of Recording: 3 _Z 6 Lot: I ❑ Use Permit/Minor Use Permit Permit Number: -S()5 Book: I 3 O Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Comply with A following Conditions of Approval• A -F -r 6 LH E7 ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 El Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from -all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. u Page 4 of 5 VIC)- V40 • IVO • /) 410l�/4TE,P Lc�ELL MA✓RE OL4CEl� /�%T��//00' OF i lE 4,S.4,Te r 4k?E•4 O.✓ALG P�IECELS. 2.) 110reI41E/J 4QE,4S .4.-, -,4 SO' %t/ iJfS'idQ4q t/CE" IO.�/E.oQal�r/a l2�Ei SEEDS .4i✓/�tl SO' i✓O /7Ei E60Py1E✓T Z01�F <.POM T E CE�fE?U✓E OG r<1ELlUME .4.✓!7 Eo/�E.�'lEX•4L�� /�.P.4/�✓4GES. • 3) 4LG oE.PM,4✓EN,� MGf4lCEf/O,t9E O,?MOOC/G4,P //OUS/A1C, CIIVIiS re-, ,VeWOPEO TO /�.�6PGY/�1//7 FOC/•f/l7lJT/OAll' 41 /AE•P SE/SM/C Zol✓E ��c4!/lRE�sJFitfTs• of T.�/E dot//FO Pi✓l •9.1 ,C[/7LN4AT!<' F/,t�E S�JPP.PESS/pill SP,P/.(�KLE•P SYSTEi►'f'' Ss✓'.4Lf f�E /it/'S'TALGE� l�,4L L UVEA/ QES/DE✓T/,QL Si,PUCTU2ES /�4CCO.P/74,{/CE lv11Ti17W- 6- 414 T/O4 41- F/QE/�20TECT/O.t�.4S'SOC/�j0�(/ ST4✓/�4QD FO,� T1/E /�✓S'?4LL4T/o�OF SPQ/�(IKGE.P S'YS'>E.t'1S /t/ / 410 Z FLJ.vI/L K r,',KleZL/ l S . A49 IWOrIZ-e- OMES; i6 11,4. S�t7i✓AA�Q/i� • s) T�S SUE/7i✓/s/O.c//S l�✓.oc/4,eE,o OF �o�i 4QC.�AEoLoc/CqL SE-�/sirir/Tr!S,s/odco su.4sEG�c/E,Sfj-Co.✓Si•P//CiiO� OP />E/�ELOPAlEi(I14CT//d/t/ES CYPOSE Rt/E/F✓7APT�F/ICTSOx- OT,y/EP E"�/ �✓CE CF PPE, /ST04il' CIA- .PLY A-116 7V,—I-- OCeW 4T/0,V, .4 t Qd,OUFiEn�1QC�gELxOC/Sr SfrefL RE CO.✓lgC•TE/J /,t�ME/7�4TEL y� , G.) /7EdEL0/�ME.t/T OF i �E n.4,2CEG S MA S/ RE SUBJECT iO BUTTEW-47--eR %FiV/JE2 FEES. 7.) CQOSS' xZdTCA.&I) .4 A---4 /S.4 k'OCA-' D[/TCBD/'/�/it1Ci Ts�4i /S U.c/SU/i4RLEFOQSE/�%!C l>UQl'OSES. TSS M BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring.agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: Pt -C_6:_ C1_t C:e,., Phone: Mailing Address: U n E -Mail address Assessor's Parcel Number. CrZ_1 _ 010 Reason you believe you qualify for the unusual circumstances exception: Owner or Authorized Agent's signature Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements .................................. ................................. Internal Dept. Contact Info:...................................................................... .......... ❑ Env. Health gPlanning []'Building ❑Other Contact Person: Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING For Agricultural Commissioner office use only:...... ..................ete..-aft ............itta........................................................ to be comp) d after submittal ) DISCRETIONARY PERMITS Plannin MINISTERIAL PERMITS (Buildinal Exception Recommended ❑ Exception Granted with the Exception NOT Recommended . following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: o r Agricultural Department Signature:% Date: pZ L B Qertir. , C 7/1/03 IJ R Butte CountyDepartrnentofDevelopmentSeryices YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: - LP2A FROM: Michael Vieira (530) 538-7159 mviei ra(aD-buttecou ntv. net SUBJECT: Plans Transmittal For Review Per Contract DATE: 9/2/2003 Applicant: Callow, Rick (Surminksy Homes) Project Type: NSF 100% Plan Check Fees $ 556.73 Energy Calc Fees $ 23.00 $ 579.73 Permit No: 03-2054 APN: 027-010-022 70% $ 389.71 $ 16.10 $ 405.81 LP2A Fee $ 405.81 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate L Building Plans Truss Calculations Energy Calculations L Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 0 A U L A 7' 2003 °COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT -SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 3 P,F,I�vIIT I APPLICATION AND. OERMIT d� � LSES SORPARCELNUMBER 20NIN BUILDING PERMIT C�-U 1 K..NE 17 �' A '` TELF°HONE $O, Fr, OCC. BUILDING VALUATION NERS MAIUNO ADDRESS / :CYW NTRACTOR'S NAE I CoNjlw/W ORS MAIUNG ,�PQjg§SA CONSTRUCTION LENDER LENDER'S NAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS LOT NO. I SUBDIMONSNAME "& / 3 TELEPHONE 1 •/ CO —25926 f USEOFSTRUCTURE SF 11P Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK Newdrdon ❑ Remodel ❑ UliNes E3 Installation ❑ Other ❑ Describe_ Work: LW X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60° deep and demolition or construction of structures over 3 stories In height. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Fireplace I TT / 1-0 O — Total ViluatIlon ELECTRICAL PERMIT Fling Feel Filing Fee $, 20.00 Permit Fee $ SZj Plan Checking Fee ' $ '' '7 Energy Plan Checking Fee $ ;;k 3 : 0 C) co NON-RESID. MULn-OUTLET RRANcw rmmm 07.50 PERMIT FEE s / PLUMBING PERMIT Fling Fee 20. Each Trap 7.00 IFO Solar or heat pump water heater 23.00 Water piping 15.00 rr. Each gas water heater or vent 15.00 (1 - Gas piping system 1 - 5 outlets 15.001I.Y- Building sewer ( 15.00 / — Mobile Home I S I G I W @20.00 Ex. Occup. OUTLET OR FuTmEs PERMIT FEE 1177. Q U ELECTRICAL PERMIT Fling Feel 20.00 Main Service OV OR ".OR 23.00 A3,00 Main Service zoaA TO IGOOA 46.00 NEW CONST. OR ADONS. OWa m 00 P. & ACC. BLDS. . rr�� 3.50SF,O/�p, co NON-RESID. MULn-OUTLET RRANcw rmmm 07.50 Ex. Occup. OUTLET OR FuTmEs 2° W �.°° BAL � .SO Ex. Occup. OuTLErsR�' 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc._ Wiring 23.00 PERMIT FEE t / 6 15, MECHANICAL PERMIT Fling Fee 1 10. d0 Heating -10,vp O Cooling i as. M a, Hood 6.50 PERMIT FEt S . �)C,) Mobile Home Installation Fee $ Energy Inspection Fee $ , OCC CONST. TYPE TOTAL FEE $ HAI- D. FEES IMP . FSO CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON CDF FIRE SAFE REQUIREMENTS ':�)_'_? -O f o Z2-- . 0 3 - ZO a �!4t AP# PERMIT # NAM Under authority of PRC 4290, the following checked items -are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued ( maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [� 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and 'other app-_,rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 ((nn pounds. [�J 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of / curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100..feet radius; 2 feet to those from 100-20.0 feet. [)�]2. The length of vertical. -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. LN 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. �fj 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. Z7 - d r i o 3 — 2-O �LLOtj, vl�? tC(C AP, # PERMIT . # INAME ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds•800 feet, turnouts shall be provided no more than 400 feet apart. (� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates (� 1. Gate entrances',sha11 be at least two feet wider than the roadway it serves. [l 2. 'The gates mush be located at least 30 feet from the // roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane 11 provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback. for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall.provide for the same practical effect. See Other Requirements below. [] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and' construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction .)r fi_ial inspection of a building permit. i Page.2 of 3 El AP # PERMIT # NAME Other Requirements [ ] If Buildinc7 Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves [ ] If Building•Setback is Less Than 15 Feet Choose any,3 of the following: Metal or no doors on side toward property line with insuffi- cient setback Class A or -B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco.- 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature. Page 3 of 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued 1 maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards T1273.02 Surface. All driveway surfaces and structures (bridges, 1273'.07 culverts and other app-_,rteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [� 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 .feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�l 2. The length of vertical curves in roadways exclusive // of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [� 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. L`4 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. t 6ALwti, P<,_ec..(4:t, AP # PERMIT # NAME ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [� 1273.10 Turnaround. A'turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [y� 1. Gate entrances shall be at least two feet wider than the roadway it serves. �CL 2. The gates must be located at least 30 feet from the // roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 31. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. , Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1: All parcels 1'acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. L/V] 1276:02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall ba completed prior to completion of road construction -)r f=:ral inspection of a building permit., Page 2 of 3 y 5 AP # PERMIT # NAME Other Rectuirements [ ] If Building.Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Buildinc7 Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with.insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed At of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 STRUCTURAL CALCULATIONS Structural calculations for: Callow Residence Butte County, California REr� ROBERT B. HEATON Architect 2044 Palm Avenue Chico, California 95926 (530)343-8038 SEP 1 2 [003 waft PLAN REVIEW APPROVAL NOV O 4 2003 UNMRT PETERSEN POWERS ASSOCIATES STRUCTURAL CALCULATIONS Structural calculations for; Callow Residence Butte County, California ROBERT B. HEATON Architect 2044 Palm Avenue Chico, California 95926 (530)343-8038 Gbneral"datgJ Wind loading; Basic wind speed 75-,"'.", mph Exposure Design method Nbrma I ,f6rce;mebod Structure category Enclosed Seismic; Seismic zone F71- T - 7 1 Gravity loading; Assembly; Applicable DL LL Reducible LL? Sloped roof -less than 4:12 Al -,YeS, 7 ' .02 -,*1' �V L. ,0'02', N&A, Tile roof Sloped roof - greater than 4:12 .,,Yes f:0 021 Tile roof Soil data; UBC Classification 4 Allowable bearing 1.500 ksf Upper floor =No 0112.'-: 0'040. Yes: - Lower floor i Yes:- - t:0 012`'"` 1:049�- '- I .,...Yes,;— Soil data; UBC Classification 4 Allowable bearing 1.500 ksf Page I Soil Soil data J • . Soil classification: Reference table 18-1-A 1997 UBC Soil weight: 0.1:1.0 kcf Input data for user defined classification . Allowable bearing pressure 0.000' ksf Max. allowable pressure 0.000-.. ksf Increase for depth 0.000;. ksf/ft depth Increase for width ,0:000 ;: ksf/ft width, Friction coeficient ; 0.000;` Lateral bearing (passive) '; 0.00,0: ksf/ft of depth below grade Increase for wind/seismic 0.0;,: - Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure : 1.500 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.300 - ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient - 0.250 Lateral bearing (passive) 0.150 ksf/ft of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf Page I SJcAMCA I"q ■ 1 p�✓cb vroo�; Zx aleck ��5 q,3 ' IMIS C z,0 DL- .3 use (q,O psi Ll, 20, 0 plf Tl_. 3�, o p s C G ( 0.O I- Z, D o ase 2-i3O 37- o pS - l3 '. Design capacity of framing members ' Load duration factor 1.25 Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size Mcap Vcap I(in^4) ' 2x4 0.419 0.416 5.360 2x6 0.896 0.654• 20.780 2x8 1.438 0.861 47.640 ' 2x10 2.145 x". _ 1.099 98.9.36 2x12 2.884 1.336 177.980 ' 2x14 3.600 1'.574. 290:775 4x4 0.978 0.970 12.510 4x6 2.091 1.524, , _48.530 ' 48 3.633 2.009 111.150 410 5.459 2.563. 230:840` ' 412 7.403 3.118 + 415.280 414 9.335 3.671. 678:470' ' 6x6 3.900 2.143 76.260 6x8 6.776 _ 2:825: 1741.660. 600 11.030 3.604 362.750 6x12 16:3.15 s: 4:383 652'590 6x14 6x14 22.259 5.163 1066.180 3.125x10.5 14.355' 4:511 ;. �`� 301:470". 3.125x12 18.750 5.156 450.000 3.125x13.5 23.423 =; 58011' 640`.720 F 3.125x15 .... 28.580 6.445 _ 878.910 3:125x16.5 34.216{ _ ; 7:090 _ • 1169820. ~ 3.125x18 40.329 _ _ 7.735 1518.750 5.125x10.5 23.543 7• 7.7.399: A ' 494:400' 5.125x12 30.750 8456 _ 738.000 t 5:125x13.5 ,38.4131' '9.5.14 1050:790 5.125x15 46.87. 0 10.5_70 1441.410 5:125216.5 56:115 11628 �� 1918:510:. ' 5.125x18 66.140 12.685 _ 2490.750 i I O aE ez, +z) -�zirz.oIN/L 2)', 0(6 ,ZZ`j Ali C_' ! r C: C- _-' I f i 1� r r r r . � . I user kV4-o604815• Ver 5.6.0.2 -Sep -2002 l (y1963-2002 ENERCALC Engineering Software Description H-1 rGeneral Information 10.25 ft ..... •Lu 0.00 ft ......Lu 0.00 ft Section Name 6x12 ft ft 0.00 ft Beam Width 5.500 in Beam Depth 11.500 in Member Type Sawn Bm Wt. Added to Loads 85.0 psi Load Dur. Factor 1.250 Beam End Fixity Pin -Pin Wood Density 35.000pcf Full Length Uniform Loads Title : Dsgnr: Description Scope GeneralTimber Beam Job # Date: 11:50PM, 2 JUL 03 Page 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 10.25 ft ..... •Lu 0.00 ft ......Lu 0.00 ft Left Cantilever ft ft 0.00 ft Right Cantilever .....Lu Douglas Fir - Larch, No.1 DL Fb Base Allow 1,350.0 psi Fv Allow 85.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Center DL 330.00 #/ft LL 224.00 #/ft Deflection , Left Cantilever ' • DL #/ft #Ift LL LL #/ft 1,599.4 Right Cantilever DL 0.000 in Camber ( using 1.5 • D.L: DO ) ... . I Summary 0.0 @ Center 0.115 in Span= 10.25ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin 0.000 in Max stress Ratio 0.651 ; 1 Maximum Shear' 1.5 Maximum Moment 7.5 k -ft _• 17.0 k -ft Allowable Allowable Max. Positive Moment Bending Analysis 7.48 k -ft at 5.125 ft Shear: @Left @Right Max. Negative Moment 0.000 0.00 k -ft at 0.000 ft Camber: @ Left Max @ Left Support 0.00 k -ft 1,687.50 psi @ Center @ Center Max @ Right Support 7 in 53.17 3` 0.00 in3 0.00 k -ft @ Left Support 0.00 k -ft 0.00 k -ft @ Right Max. M allow 1,687.50 psi 17.05 Reactions... Left DL 1.77 k Max fb 740.17 psi 4.38 k • I'V 69.20 psi Fv 106.25 psi Right DL 1.77 k Max Fb 1,687.50 psi 41.196 int Fv: Allowable 106.25 psi Deflections 106.25 psi Bearing @ Supports 2.92 k Dead Load Bearing Length Req'd 0.849 in I Load Left Cantilever... 2.92 k Beam Design OK Center Span... Dead LoadTota in -0.127 in Deflection 0.000 in Deflection -0.077 5.125 ft 5.125 ft ..:Length/Deft 0.0 ...Location ...Length/Deft 1,599.4 970.14 Right Cantilever... 0.000 in Camber ( using 1.5 • D.L: DO ) ... . I Deflection ction efl 0.0 @ Center 0.115 in @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis 0.000 ft 121.229in3. Area 63.250 iri2 Ck 24.972 Le Cf 1.000 Rb 0.000 ClCI 000 Allowable fb� 'Max Moment Sxx R 1,687.50 psi @ Center 7.48 k -ft 7 in 53.17 3` 0.00 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Suppolt @ Left Support @ Right Support Shear Analysis 4.38 k • 4.38 k Design Shear Area Required 41.196 in2 41.196 int Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports 2.92 k Bearing Length Req'd 0.849 in Max. Left 2.92 k Bearing Length Req'd 0.849 in eactn Max. Rightt Reaction _ 4.4 k 6.7 k 2.92 k 2.92 k 0.000 in 0.115in 0.000 in . 2.92 k 2.92 k 0.000 in 0.0 0.000 in 0.0 If f waA= ze�z (,ozl)4 T17- (,Of--+) 4-fz,(,,Ozo);: Ste. j2, �ti-13 e Title : Job # Dsgnr: Date: 11:53PM, 2 JUL 03 Description Scope: User: KW -0604815, Ver 5.6.0. 2 -Sep -2002 General Timber Beam Page 111 (c)1983-2002 ENERCALC Engineering Software y:%callow.ecw:Calculations i Description RB -1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements iq Section Name 6x12 R Center Span 13.50 ft .....Lu 0.00 It Beam Width 5.500 in Left Cantilever It .....Lu 0.00 It Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type _ Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads '- Summary Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads R ' Center DL 336.00 #/ft LL 256.00 #/ft Left Cantilever DL Wlt LL #/ft Right Cantilever DL Wit LL #/ft '- Summary Beam Design OK Span= 13.50ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.915 : 1 Maximum Moment 13.8 k -ft Maximum Shear * 1.5 6.1 k Allowable 17.0 k -ft Allowable 6.7 k Max., Positive Moment 13.84 k -ft at 6.750 It Shear: @ Left 4.10 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 4.10 k , Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.353in Max. M allow - 17.05 Reactions... @ Right 0.000 in S O- ' fb 1,369.64 psi fv 97.23 psi Left DL 2.37 k Max 4.10k Fb 1,687.50 psi Fv 106.25 psi Right DL 2.37 k Max 4.10 k Deflections ' Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.235 in -0.407 in Deflection 0.000 in 0.000 in ...Location 6.750 It 6.750 ft ...Length/Deft 0.0 0.0 Length/D.efl 688.1 398.06 Right Cantilever... ' Camber ( using 1.5 • D.L. Defl) ... Deflection 0.000 in 0.000 in @ Center 0.353 in ...Length/Deft 0.0 0.0 @ Left - 0.000 in @ Right 0.000 in ' Stress Calcs Bending Analysis Ck 24.972 Le 0.000 It Sxx 121.229 in3 Area 63.250 in2 Cf 1.000 Rb 0.000 CI 0.000 Max,Moment Sxx Reg' d Allowable lb @ Center 13.84 k -ft 98.39 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi ' @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.15 k 6.15 k Area Required 57.879 in2 57.879 in2 ' Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 4.10 k Bearing Length Req'd 1.193 in ' Max. Right Reaction 4.10 k Bearing Length Req'd 1.193 in 0 ' Title : Job # Dsgnr: Date: 11:53PM, 2 JUL 03 Description ' Scope I Rev: 560000 — — User KW-0604815• Ver 5.6.0. 2-Sep-2002General - --- -- Page 2 Timber Beam (c)1983-2002 ENERCALC Engineering Software y:kallow.em:Calculations Description RB-1 ' ---- —._.._ Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 4.10 k 0.0000 in @.Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in t ' Title : Job # ! Dsgnr: Date: 11;55PM, 2 JUL 03 Description 'Scope: Rev[ 980od0 User: KW -0604815. ver5.6.0, 2 -Sep -2002 General Timber Beam Page ' 'IcII913.2002 ENERCALC Engineering Software ... _ _ - - y:lcallow.ecwCalculations '. Description R13-2 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x14 Center Span 13.50 It .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 It Beam Depth 13.500 in Right Cantilever ft .....Lu 0.00 ft ' Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi ' Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads ' Center DL 354.00 #/ft LL 294.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Ir (; Summary Beam Design OK Span= 13.50ft, Beam.Width = 5.500in x Depth = 13.5in, Ends are Pin -Pin I Max Stress Ratio 0.855: 1 ' Maximum Moment 15.2 k -ft Maximum Shear * 1.5 6.7 k Allowable 23.2 k -ft Allowable 7.9 k I Max. Positive Moment 15.17 k -ft at 6.750 It Shear: @ Left 4.50 k Max. Negative Moment 0.00 k -ft at 0.000 It @ Right 4.50 k Max @ Left Support 0.00. k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.231 in Max. M allow 23.19 Reactions... @ Right 0.000in ' fb 1,089.89 psi fv 90.82 psi Left DL 2.51 k Max 4.50 k �� Fb 1,665.56 psi Fv 106.25 psi Right DL 2.51 k Max I 4.50 k i -Deflections ' CenterSpan... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.154 in -0.276 in Deflection 0.000 in 0.000 in ...Location 6.750 ft 6.750 It ...Length/Deft 0.0 0.0 ...Length/Deft 1,051.3 587.23 Right Cantilever... ' Camber ( using 1.5 * D.L Defl ) ... Deflection 0.000 in 0.000 in { @ Center 0.231 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 24.972 Le 0.000 It Sxx 167.063 in3 Area 74.250 in2 Cf 0.987 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 15.17 k -ft 109.32 in3 1,665.56 psi @ Left Support -0.00 k -ft 0.00 in3 1,665.56 psi @ Right Support 0.00 k -ft 0.00 in3 1,665.56 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.74 k 6.74 k Area Required 63.470 in2 63.470 in2 Fv: Allowable 106.25 psi 106.25 psi ' Bearing @ Supports Max. Left Reaction 4.50 k Bearing Length Req'd 1.308 in Max. Right Reaction 4.50 k Bearing Length Req'd 1.308 in ' Title : Job # Dsgnr: Date: 11:55PM, 2 JUL 03 Description ' Scope Rev: 560000 - -- — User: Kw -0604815. Ver 5.6.0. 2 -Sep -2002' General Timber Beam Page 2 -ngneerng Software (c)19832002 ENERCALC Engineering y:lcallow.ecw:Calculations Description RB -2 ' Query Values -- ' M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00k -ft 4.50 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 it 0.00k -ft 0.00 k 0.0000 in N 1 a 1 , 1 v r I z 3 v , �Z,� , 01(0 i V.12A= v.>c�- , i i ' Title : Job # Dsgnr: Date: 11:59PM, 2 JUL 03 Description: ' Scope Rev: 560000 ' 'User KW -0604815. ver5.6.0.2-Sep-2002MUt'ti-Span Timber Beam Page 1 ' I (c)1983-2002 ENERCALC Engineering Software yAcallow.emCalculations k Description R13-3 ' i General Information Truss Joist - MacMillan, Parallam 2.0E Fb : Basic Allow 2,900.0 psi Elastic Modulus 2,000.0 ksi All Spans Considered as Individual Beams Fv : Basic Allow 290.0 psi Load Duration Factor 1.250 Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member Information R Iq Description Span. i Span 1 ftl 6.00 Spam;2 16.50 Span 3 6.00 Timber Section 5.25x11.Prllm: 5.25xi1.Prllm: 5.25x11. Beam Width -Prllm: in! 5.250 5.250 5.250 Beam Depth ini 11.875 11.875 11.875 End Fixity Pin - Pin Pin - Pin Pin - Pin Le: Unbraced Length fti 0.00 .0.00 0.00 Mamhcr Tvno ftl 3.00 825 Loads Live Load Used This Span ? ! Yes Yes Yes Dead Load #/fti' 336.00 315-00 336.00 Live Load #/ftl 256.00 240.00 256.00 ' r i Results - Mmax @ Cntr in-ki 32.0 226.6 32.0 @ X = ftl 3.00 825 3.00 Max @ Left End in-ki 0.0 0.0 0.0 Max @ Right End in-ki 0.0 0.0 0.0 fb : Actual psi i . 259.1 1,836.9 259.1 Fb : Allowable psis 3,625.0 3,625•.0 3,625.0 1 Bending OK Bending OK Bending OK Shear @ Left 'ki 1.78 4.58 1.78 Shear @Right k; 1.78 4.58 1.78 fv : Actual psii 29.1 98.4 29.1 Fv : Allowable psis 362.5 362.5 362.5 Shear OK Shear OK Shear OK Reactions 8r, Deflection DL @ Left k 1.01 2.60 1.01 LL @ Left kl 0.77 1-98 0.77 Total@ Left ki 1.78- 4.58 1.78 DL @ Right ki 1.01 2.60 1.01 LL @;Right ki 0.77 1.98 0.77 Total @ Right k! 1.78 4.58 1.78 Max. Deflection ini -0.012 -0.632 -0.012 @ X = ft) 3.00 8.25 3.00 Query Values Location ftl 0.00 0.00 0.00 Moment in -k! 0.0 0.0 0.0 Shear . ki 1.8 4.6 1.8 Deflection ini 0.0000 0.0000 0.0000 Title : Job # Dsgnr: Date: 12:01AM, 3 JUL 03 Description Scope : Rev: 560000 i User: KW -0604815. Ver5.6.0. 2 -Sep -2002 General Timber Beam Page 1 (c)1983-2002 ENERCALC Engineering Software y:lcallow.wmCalculations Description RB -4 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 - Center Span 8.00 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in . Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads CM ' Summary Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi . r--- i Full Length Uniform Loads - Center DL 263.00 #/ft LL 168.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft CM ' Summary Beam Design OK Span= 8.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.399 : 1 ' Maximum Moment 3.6 k -ft Maximum Shear1.5 2.7 k Allowable 17.0 k -ft Allowable 6.7 k Max. Positive Moment 3.57 k -ft at 4.000 ft Shear: @ Left 1.79k Max. Negative Moment 0.00 k -ft at 8.000 ft @ Right 1.79k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.035in Max. M allow - 17.05 Reactions... @ Right 0.000in fb 353.48 psi fv , 42.34 psi Left DL 1.11 k Max 1.79k - Fb 1,687.50 psi Fv 106.25 psi Right DL 1.11 k Max 1.79 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.023 in -0.037 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 4,173.6 2,602.78 Right Cantilever... Camber ( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in ' @ Center 0.035 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in ' I Stress Calcs Bending Analysis Ck 24.972 Le 0.000 ft Sxx 121.229 in3 Area 63.250.in2 Cf 1.000 Rb 0.000 Cl 0.000 ' Max Moment Sxx Rea'd Allowable fb @ Center 3.57 k -ft 25.39 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi ' Shear Analysis @ Left Support @ Right Support Design Shear 2.68 k 2.68 k Area Required 25.207 in2 25.207 in2 Fv: Allowable 106.25 psi 106.25 psi ' Bearing @ Supports Max. Left Reaction 1.79 k Bearing Length Req'd 0.519 in Max. Right Reaction .1.79 k Bearing Length Req'd 0.519 in Title : Job # Dsgnr: Date: 12:01AM, 3 JUL 03 Description ' Scope Rev: 560000 User: KW-0604815. Ver 5.6.0, 2-Sep-2002 General Timber Beam — -- Page 2 (c)1983-2002 ENERCALC Engineering Software y1callow.ecw:Calwlations Description RB-4 ' Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = .' 0.00 ft 0.00k-ft 1.79 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00k-ft 0.00 k 0.0000 in ' . @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in 4 ' Center Span... Deflection ...Location ...Length/Deft ' Camber ( using 1.5' @ Center @ Left @ Right Dead Load -0.155 in 8.000 ft 1,237.3 D.L. Defl) ... 0.233 in 0.000 in 0.000 in Total Load Left Cantilever... -0.314 in Deflection 8.000 ft ...Length/Deft 611.81 Right Cantilever... Deflection ...Length/Defl I Total Load 0.000 in 0.0 0.000 in 0.0 Title: ' Stress Calcs Job # ' Dsgnr: Date: 12:02AM, 3 JUL 03 Description ' Scope Sxx '121.229 in3 Area 63.250 in2 Rev: 560000 User KW -0604915, Ver 5.6.0, 2 -Sep -2002 General Timber Beam Rb 0.000:: Page 1 (c)1983-2002 ENERCALC Engineering Software ' Max Moment • y:tcallow.ecwCalwlations Allowable fb ' Description R13-5 @ Center 7.60 k -ft 54.02 in3 1,687.50 psi General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements ' Section Name 6x12 Center Span 16.00 ft ...Lu 0.00 ft Beam Width, 5.500 in Left Cantilever ft .....Lu 0.00 k -ft 0.00 ft Beam Depth 11.500 in Right Cantilever ft .....Lu ' Shear Analysis 0.00 ft ' Member Type Sawn Douglas Fir - Larch, No.1 Design Shear Bm Wt. Added to Loads Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi 26.809 in2 Beam End Fixity Pin -Pin Fc Allow 625.0 psi 106.25 psi • '106.25 psi Wood Density 35.000pcf E 1,600.0ksi ' Bearing @ Supports _Full Length Uniform Loads Max. Left Reaction Center DL 102.00 #/ft LL 120.00 #/ft 0.552 in ' Left Cantilever DL #/ft LL #/ft Bearing Length Req'd 0.552 in Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 16.00ft, Beam Width = 5.5001n x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.446 : 1 ' Maximum Moment 7.6 k -ft Maximum Shear 1.5 2:8 k Allowable 17.0 k -ft Allowable 6.7 k Max. Positive Moment 7.60 k -ft at 8.000 ft Shear. @ Left 1.90k Max. Negative Moment 0.00 k -ft at 0.000 It @ Right 1.90 k ' Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00. k -ft @ Center 0.233 in Max. M allow 17.05 Reactions... @ Right 0.000in fb 751.89 psi fv 45.04 psi Left DL . 0.94 k Max 1.90k Fb 1,687.50 psi Fv 106.25 psi Right DL 0.94 k Max 1.90 k Deflections ' Center Span... Deflection ...Location ...Length/Deft ' Camber ( using 1.5' @ Center @ Left @ Right Dead Load -0.155 in 8.000 ft 1,237.3 D.L. Defl) ... 0.233 in 0.000 in 0.000 in Total Load Left Cantilever... -0.314 in Deflection 8.000 ft ...Length/Deft 611.81 Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 ' Stress Calcs Bending Analysis Ck 24.972 Le - 0.000 ft Sxx '121.229 in3 Area 63.250 in2 Cf 1.000 Rb 0.000:: CI 0.000 ' Max Moment • Sxx Req'd Allowable fb @ Center 7.60 k -ft 54.02 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi ' Shear Analysis @ Left Support @ Right Support Design Shear 2.85 k 2.85 k Area Required 26.809 in2 26.809 in2 Fv: Allowable 106.25 psi • '106.25 psi ' Bearing @ Supports Max. Left Reaction 1.90 k, Bearing Length Req'd 0.552 in Max. Right Reaction 1.90 k Bearing Length Req'd 0.552 in 1 10 ' Title : Job # Dsgnr: Date: 12:02AM, 3 JUL 03 Description: ' Scope: ' Rev: 560000 i User KW-0604615. Ver 5.6.0. 2-Sep-2002 t Page 2 General Timber Beam (c)1963.2002 ENERCAW Engineering Software yacaIIow.ecw:Calculations ' Description RB-5 L Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 1.90 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in ' @ Left Cant. Location = 1 , t t 1 0.00 ft' 0.00 k-ft 0.00 k 0.0000 in LI tiZ 4 3 z VS.*:s.s#ucfie F = 0.164 W . Design factor for structure Winde51gn talus iJn�farm But�c�g Cade .al�fe.F# PRIMARY FRAMES AND SYSTEMS WALLS Windward walls; Leeward walls; Total wall; ROOF Wind perpendicular to ridge: Leeward or flat roof; Windward roof: Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total.- Wind otal;Wind parallel to ridge and flat roofs Direction Q<7Q0.0063 0.0068 0.0073 0.0077 0.0085 Outward 0<9I0.0081 0.0087 0.0094 0.0099 0.0110 Outward 0.30 0.0027 0.0027. 0.0031 0.0033 0.0037 Inward 0.0090 0.0095 0.0104 0.0110 0.0122 <$?.TO>I€ 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS At -D COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures; Ht. <0'-15'> <20'> <255 . <30'> <C Inward Enclosed and unenclosed structures; Ce 0.62 0.67 0.72 0.76 0.84 Outward Partially enclosed structures; ................... >1>6D .........:...:.:... .................. 0.0144 0.0155 0.0167 0.0176 i>800.0072 ........::......... Outward 0.0078 0.0084. 0.0088 0.0097 Inward .................. 5 .................. ................. 0.0045 0.0049 0.0052 0.0055 0.0061 Outward 0.0117 0.0126 0.0136 0.0143 0.0158 Q<7Q0.0063 0.0068 0.0073 0.0077 0.0085 Outward 0<9I0.0081 0.0087 0.0094 0.0099 0.0110 Outward 0.30 0.0027 0.0027. 0.0031 0.0033 0.0037 Inward 0.0090 0.0095 0.0104 0.0110 0.0122 <$?.TO>I€ 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS At -D COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures; 1>2D€ ................... 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; .................. ................... <1Q» .....:.....:...... 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; ................... >1>6D .........:...:.:... .................. 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls; ................... '1< .....:............ 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ROOF ................... Enclosed and unenclosed structures; Slope < 7:12; 1>D€I' ................... 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12; 1s3;4S> .....:........:..: 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in Slope >12:12; Use wall values Partially enclosed structures; Slope < 2:12; €;:1:::11:>0 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; ................... 11 #0)11111 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12; 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12; 1i'E1> ................... 0.0153 0.0165 0.0177 0.0187 0.0207 Out/in Slope >12:12; Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners; Roof eaves, rakes or ridges without overhangs Slope < 2:12 Slope 2:12 to 7:12 Slope > 7:12 to 12:12 For slopes less than 2:12 Overhangs at roof eaves, rakes or 0.0135 0.0146 0.0157 0.0165 0.0183 Outward .................. ................... .................. 1>1>2D111110.0108 0.0117 0.0125 0.0132 0.0146 Inward 0.0207 0.0223 0.0240 0.0253 0.0280 Upward 0.0234 0.0253 0.0271 0.0287 0.0317 Outward 0.0144 0.0155 0.0167 0.0176 0.0196 Outward 32. 25 X13' f5 1 A p0/ i 1 �� Wz D � G � l6 .t k I 1 I 32. 25 X13' f5 1 A d�2 � s � p --r pz i IS F e G75 f3 i IIIJ U, ,,, `_ ,..s),o21 ! (,Ib�l) = Z,19 K icy, Pz- I,yg 3oZt J I i flap Se,(sVic N 6 ✓'-rk . S v xt1t, ; 1P' �►� lei L� Zyr WI p G 19 dt2�1� S SecJw41C eAST/wesT; L99+.334 Z,3o' .fit v,1Z • 1IN3 i,Lu 1. 71; il.5 i 1 LAj +10 1 +,o (0) ,16N = �S3`1 i _ fa Rc _ 11, Ob I 1 . 1 1 i L i Z eAS W e s� 1 i 3. t= zt (0.zl+,005),1(.y Li al W , . 1,6y� H ��2p� . S2�Svhic ZASTz Weill i 3 Tq f t C eGik ro c, ro I 0"CeS a dr2 Shealr', ► allRsclieduleE1997lJniformfBuilding:Code ' Mark Description .1 , 3/8" cdx plywood with 8d nails at 6",12" o.c. 2 3/8" cdx plywood with 8d nails at 4",12" o.c. , 3 318" cdx plywood with 8d nails at 3",12" o.c. , 4 112" cdx plywood with 10d nails at 6", 12" o.c. 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. , 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 1 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 8 5/8" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 9 518" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 518" gypsum board nailed with, 6d nails at 7" o.c. max. 12 718" 3 coat portland cement plaster. No. 11 GA.,1-1/2" long, 7/16" head or No, 16 GA. Staple, 718" legs at 6" O/C max. Commons, .' Boz nails r FIF; r -DF-'' -, , DF _ 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 0.490 j 0.309 0.377 0.254 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 0.310 0.196 0.239 Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. Wall line analysis Shearwall Summary Description; Callow residence Level; 17main Line; 1 0 P lateral 7.910 kips N Total wall length; 29.080 feet Wall framing species; HF I Shearwall; Description; Mark v cap Side 1; ; 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0312 kips/ft Side 2; ;None _ ' I 13 0..000 kips/ft Shearwall v; 0.272 kips/ft Ok! _ v allow; 0.312 kips/ft p s/ft If user -defined SW used; ' Description; . v allow 0.000 Idps/ft SIII nailing; ❑ Applicable? 0.134 = 0.493 feet 16d sinker good for 0.134 kips/each ' 0.272 16d nails at 0 incites o/c at SW Anchor bolts; Q Applicable? ' Design v; 0.272. - kips/ft Anchor size, wood species, rnudsill thickness; ! 1/2" dia. PTHF 2 x plate � - ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips ' 0.728 = 2_.676 feet 0.272 Anchor bolts at 32 inches o/c max. Blocking/top plate; Applicable? Connector 1 H1 ; 0.485 kips/each ' Length of attachment; 102.00 feet Connector I None 0.000 kips/each Design v; 0.078 kips/ft Connectors 48 inches o/c max.. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.272. kips/ft A35 at- 0 inches o/c max. 1 Page . 6.1 Line geometry 1 SheaMall Summary Line geometry and collector forces Maximum collector force; 2.090 kips _ Drag truss present to assume collector forces? Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 18 16d nails, where used Bolted top plate splice; Use; (,Not applicable _ _,+ v, bolt; kips/ea No. of bolts required; 'Level - Main Line 1 ' V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall I Opening 7.91 0.08 Force 4.00 � o 4.00 y 12.00 w 12.00 y -0.311 8.00 0 8.00 y 2.021 13.00. 0 13.00 y 1.400 8:75 w 8.75 y 0.390 39.25 o 39.25 y 2.090 8.33 w 8.33 y -0.958. ' 8.50 0 8.50 y 0.660 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 Stability details Level; Main Line; 1 Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.018 ksf v; 0.272 kips/ft Design controlled by; Seismic Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths 0 (dm ^• =C o x aLo o CD LE- Ca Holdown n(n LD 12.00 10.00 10.00 17.50 0.425 32.6 27.5 11.50 0.68 0.68 LTT20B/2-2x 8.75 .10.00 10.00 17:50 0.425 23.80 14.64 8.25 1.29 1.29 LTT20B/2-2x .8.33 10.00 10.00. 17.50. 0.425 22.66 13.27 7.83 1.37 1.37 LTT20B/2-2x Page 1 �' Wall line analysis Shearwall Summary Description; Callow residence Level; Main Line; l� P lateral 9.710 kips Total wall length; 24.250 feet Wall framing species; HF Shearwall;. Description; _ _ _ Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 3", _12" o.c. ' _ e , 3 0.402 kips/ft Side 2; None I 13 0.000 kips/ft Shearwall v; 0.400 kips/ft Oki v allow; 0.402 kips/ft If user -defined SW used; Description; V allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.335 feet 16d sinker good for 0.134 kips/each 0.400 16d nails at 0 inches o/c at SW Anchor bolts; 0 Applicable? Design v; kips/ft Double anchor bolts or min. 3 x mudsill required at ground floor Anchor size, wood species, mudsill thickness; 1/2" dia. PTHF 4 x plate � ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.878 kips 0.878 = 2.193 feet 0.400 p plate; Applicable? Anchor bolts at 26 inches o/c max. Connector H1 _ 0.485 kips/each Length of attachment; 102.00 feet Connector None i 0.000 kips/each Design v; 0.095 kips/ft Connectors 48 inches o/c max. Connectors at rim joist to mudsill/cripple wail top plate; ❑ Applicable? Design v; 0.400 - kips/ft A35 at 0 inches o/c max. .`` Page 1 Line geometry Shearwall summary Line geometry and collector forces .Maximum collector force; 4.585 kips Drag truss present to assume collector forces? -No—,--7.1- No_7Nailed Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 40 16d nails, where used Bolted top plate splice; Use; s/s_dia., PTHF v, bolt; 1.487 kips/ea No. of bolts required; 4 Level Main Line 3 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1 9.71 1 0.10 Force 8.50 w 8.50 y 6.00 0 6.00 y 2.582 8.50 w 8.50 y 2.003 13.00 0 13.00 y 4.585 > `' 16.00 0 16.00 y 3.329 1.50 0 1.50 y 1.783 6.00 0 6.00. y . 1.638 - 17.00 0 17.00 y 1.058 6.00 0 6.00 y -0.584 5.75 0 5.75 y -1.164 4.00 w 4.00 y 4.719 5.00 0 5.00. y -0.504 3.25 w 3.25 y -0.987 0.000 0.000 0.000 " 0.000 0.000 0.000 0.000 0.000 . 0.000 0.000 0.000 0.000 0.000 Total lengths .24.25 76.25 Page 1 Stability details Wall stability Level; Main Line; 3 v; 0.400 kips/ft Assembly dead loads; Design co - Roof; 0.014 ksf Seismic Floor; 0.011 ksf Dead load reduction factor; Wall; 0.010 ksf 0.900 Shearwall Dead load trib. Lengths Cn COL _ a x s"3: U o _n C �,Ca Holdown N L o o Y d_ a� m" a� o 0 CI_ CU 8.50 10.00 10.00 14.00 0.296 34.0 9.6 8.00 3.17 3.17 HTT16/2-2x 4.00 10.00 10.00 14.00 0.296 16.02 2.13 3.50 4.03 4.03 MTT28B/2-2x 3.25 10.00 10.00 14.00 0.296 13.01 1.41 2.75 4.27 4.27 MTT28B/2-2x t,,� ' Wall line analysis Shearwall Summary Description; Icallow residence ' Level; . Main Line; 3.1 P lateral- 1.350 kips Total wall length; 11.000 feet Wall framing species; 'HF Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 6", 12" o.c. 1 0.213 kips/ft .Side 2; 1 None_ ` +� 13 0.000 kips/ft Shearwall v; 0.123 kips/ft Oki v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? _ 0.134 = 1.092 feet' 16d sinker good for 0.134 kips/each 0.123 16d nails at 0 inches o/c at SW Anchor bolts; Q Applicable? Design v; 0.123 kips/ft Anchor size, wood species, mudsill thickness; 1/2" dia. PTHF 2 x plate ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 5.932. feet 0.123 Anchor bolts at 7�1 inches o/c max. i blOCKing/top plate; U Applicable? Connector i'A35 0.450 kips/each Length of attachment; F 11.00 feet Connector ?None ' 7w 0.000 kips/each Design v; 0.123 kips/ft" Connectors i44 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; Applicable? Design v; 0.123 kips/ft A35 at 0 inches o/c max. Page 1 ' Lineeomet 9 ry Shearwall summary Line geometry and collector forces tMaximum collector force; 0.392 kips Drag truss present to assume collector forces? :No iv Nailed top plate splice; ' 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Bolted top plate splice; Use; , No applicable , - 71- v, bolt; kips/ea ' No. of bolts required; Level Main Line 3.1 V1. v, V2 vZ V3 V3 V4 v4 ' Segment Desc. Wall Opening 1.35 0.09 Force 11.00 w 11.00. y ' 4.50 o 4.50 y 0.392 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 . 0.000 ' u 0.000 0.000 0.000 ' 0.000 0.000 0.000 • w 0.000 0.000 0.000 ' 0.000 0.000 t 0.000 0.000 0.000 t 0.000 0.000 Total lengths 11.00 4.50 1 Page '1 ' Stability details .Wall stability' 1 ' Level; Main Line; 3.1 v; 0.123 kips/ft Assembly dead loads;. Design controlled by; ' Roof; 0.014 ksf ; seismic Floor; 0.011 ksf Dead load reduction factor; ' Wall; 0:010 ksf 0.900 Shearwall Dead load trib. Lengths rn\ ~ N C 3 z' O Y x ,~ Y Holdown CU Cn O8 O '� `� O J = Ci O O CL 11.00 10.00 10.00 0.100. 13.5 5.4 . ti 10.50 0.82 0.82 LTT20B/2-2x Wall line analysis t Shearwall Summary Description; Callow residence ' Level, Main Line; © P lateral 5.360 kips ' Total wall length; 13.250 feet Wall framing species; DFL _ Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 3", 12" _ o.c_ 3 .w;..:. 0.490 kips/ft P sift Side 2; None _ �.. _ -= 13 0.000 kips/ft ' Shearwall v; 0.405 kips/ft Ok! v allow; 0.490 kip s/ft If user -defined SW used; ' Description; v ailow 0.000 kips/ft Sill nailing; ❑ Applicable? 1 0.154 = 0.381 feet 16d sinker good for 0.154 kips/each 0.405 16d nails at 0 inches o/c at SW Anchor bolts; Q Applicable? ' Design v;• .. , kips/ft Double anchor bolts or min. 3 x mudsill required at ground floor Anchor size, wood species., mudsill thickness; ;1/2° dia. _FrMF 4 x plate ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.948 kips ' 0.948 _ 2.343 feet 0.405 ' Anchor bolts at 28 inches o/c max. Blocking/top plate; Q Applicable? Connector H1 9 s 0.485 kips/each Length of attachment; 28.00 feet Connector None + 1 0.000 kips/each Design v; 0.191 - kips/ft Connectors 30 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? '. Design v; 0.405 kips/ft A35 at 0 inches o/c max. Line geometry Page 1 ShearWall Summary Line'geometry and collector forces Maximum collector force; _ 3.269 kips Drag truss present to assume collector forces? ` No Nailed top plate splice; 16d.nail good for; 0.132 kips/each Splice; 25 16d nails, where used Bolted top plate splice; Use; Not applicable ; v, bolt; kips/ea No. of bolts required; Level Main Line B V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wail Opening 5.36 0.10 Force 28.00 0 28.00 y -6.00 0 r 6.00 y -2.692 6.00 w . 6.00 y -3.269 4.00 0 4.00 y -1.419 7.25 w 7.25 y -1.803 4.50 0 - 4.50. y 0.433 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - 0.000 0.000 0.000 0.000 r 0.000 0.000 0.000 0.000 0.000 Total.lengths 13.25 42.50 Page 1 ' Stability details Wall stability ' Level; Main Line; B v; 0.405 kips/ft Assembly dead loads; _Design controlled by; ' Roof; 0.021 ksf ;,seismic _ Floor; 0.011 ksf Dead load reduction factor; ' Wall; 0.018 ksf 0.900 Shearwall Dead load trib. Lengths `° o o. Y '— z '` Y o s o Holdown .2). Jowl a. 6.00 10.00 10.00 10.50 0.401 24.3 6.5 5.50 3.35 3.35 HTT1612-2x6 7.25 10.00 10.00 10.50 0.401 29.33 9.47 6.75 3.08 3.08 HTT1612-2x6 Wall line analysis r Q Applicable? ' Shearwall Summary Connector j H1 • 0.485 kips/each Description; Callow residence 37.00 feet Connector None i • 0.000 kips/each Level; Main Line; © P lateral 5.610 kips Total wall length; 18.750 feet Wall framing species; HF — 3� inches o/c max. ' Shearwall; Description; ❑ Applicable? Mark v ca Side 1; 3/8" cdx plywood with 8d nail's at 4", 12�o.c. M 2 0.312 . kips/ft ' Side 2; None _ �_-..-.. _ • 13 0.000 kips/ft - Shearwall v; 0.299 kips/ft Ok! v allow; 0.312 kips/ft ' If user -defined SW used; Description; ' v allow 0.000 kips/ft . Sill nailing; ❑ Applicable? ' 0.134 = 0.448 feet ' 16d sinker good for 0.134 kips/each 0.299 16d nails at 0 inches o/c at SW ' Anchor bolts; Q Applicable? Design v; 0.299 kips/ft Anchor size, wood species, mudsill thickness; 1/2" dia. PTHF 2 x plate ; • ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 2.433 feet I '. 0.299 Anchor bolts at � 9 inches o/c max. ' Blocking/top plate; Q Applicable? Connector j H1 • 0.485 kips/each Length of attachment; 37.00 feet Connector None i • 0.000 kips/each ' Design v; 0.152 kips/ftU L•�I Connectors 3� inches o/c max. ' Connectors at rim joist to mudsilllcF pple wall top plate; ❑ Applicable? Design v; 0.299 kips/ft A35 at 0 inches o/c max. ' Page 1 Line geometry ShearWall Summary Line geometry and collectorforces Maximum collector force; 2.946 kips Drag truss present to assume collector forces? No Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 26 16d nails, where used Bolted top plate splice; Use; Not applicable` _ _� v, bolt; kips/ea ' No. of bolts required; Level Main Line C ' V1 v,. V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 5.61 0.09 Force 28.00 o '28.00 y ' 6.00 0- 6.00 y -2.426 4.00 w 4.00 y -2.946 4.00 0 4.00 y -2.096 4.00 w 4.00 y -2.442 4.00 0 4.00 y -1.592 10.75 w 10.75 y -1.938 4.00 0 4.00 y 0.347 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 . 0.000 Total lengths 18.75 46.00 Page Stability details Wall stability 1 Level; Main' Line;' C v; 0.299 kips/ft Assembly dead loads; Design controlled by; ' Roof; 0.021 ksf 9 seismic Floor; . 0.011 ksf Dead load reduction factor;. ' Wall; 0.018 ',ksf 0.900 Shearwall Dead load trib. Lengths OCOV v o V g x n '— x a z C d 3 N ` w x n O vv w> n Holdown CL 4.00 10.00 10.00 10.00 0.390. 12.0 2.8 3.50 2.70 2.70 HTT16/2-2x6 10.75 10.00 10.00. 10.00 0.390 32.16 20.28 10.25 1.36 1.36 HTT16/2-2x6 Shearwall Summary Wall line analysis Description; Callow residence Level; Main Line; 0 P lateral 3.380 kips Total wall length; 16.500. feet Wall framing species; HF f Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 6", 12" o.c. i 1 0.213 kips/ft Side 2; None 13 0.000 kips/ft Shearwall v; 0.205 kips/ft Oki v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft ' Length of attachment; Sill nailing; ❑ Applicable? Connector ; None 0.000 kips/each 1 0.052 kips/ft ' 0.134 = 0.654 feet 16d sinker good for 0.134 kips/each 0.205 _ 16d nails at 0 inches o/c at SW Anchor bolts; Applicable? ' Design v; 0.205 kips/ft Design v; 0.205 kips/ft. 0 inches o/c max. ' Anchor size, wood species, mudsill thickness; ! 1/2" da. PTHF 2 x plate ❑ Double anchor bolts? Allowable shear. per anchor bolt; 0.728 kips 1 0.728 = 3.554 feet 0.205 ' Anchor bolts at 42 inches o/c max. Blockin /to late; 9 Pp ❑ Applicable? Connector 'A35 0.450 kips/each ' Length of attachment; 65.00 feet Connector ; None 0.000 kips/each Design v; 0.052 kips/ft Connectors 48 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; Applicable? ' Design v; 0.205 kips/ft A35 at 0 inches o/c max. ' Page 1 .I J ' Line geometry Shearwall summary Line'geometry and collector forces Maximum collector force; 1.389 kips 'Drag truss present to assume collector forces? N Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 12 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line D V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 3.38 0.05 Force 21.50 o 21.50. y 16.50 w 16.50 y -1.127 26.50 0 26.50 y 1.389 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 ` 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 16.50 48.00 Page 1 CD D LengtII o CIL a' shearwall CD O N cn CD in — o N d. Height (h.) CP O Cr cn CD o Wall (ftJ � 0) '� 0 03 O 0n. d 0 M 0 0 CD3.. CL Roof (ft) a r CD �G • o Floor cn CD W dl a 00 O (kips/ft) O.T.M. w W O° (ft -kips) D.L.R.M. N (ft -kips) eng a' 0 between 0 O Tie force bo 4 (kips) Tie from above (kips) C) P total (kips) r N O W O_ v N N d O D rcn CIL �. O O 0 -I3 CD C N cn CD in :3 o N d. m _ Cr cn cn 03 O 0n. d m 0 0 CD3.. a �G • o a cn v 25 CIL O O 0 -I3 100 C N o in :3 o N d. C') O �� to cn 0 cr m 0 Wall line analysis Shearwall Summary 'Description; Callow residence Level;. Main Line; P lateral 3.980 kips Total wall length; 31.000 feet Wall framing species; [HF Shearwall; Description; Mark v cap Side .1; 3/8" cdx plywood with 8d nails at 6",12" o.c. 1 0.213 kips/ft Side 2; None 13 0.000 kips/ft Shearwall v; 0.128 kips/ft Oki v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 1.044 feet 16d sinker good for 0.134 kips/each 0.128 16d nails at 0 inches o/c at SW Anchor bolts; Applicable? Design v; 0.128 kips/ft Anchor size, wood species, mudsill thickness;1/2" dia. PTHF 2 x plate - ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 5.670 feet 0.128 - Anchor bolts at 68 inches o/c max. Blocking/top plate; Applicable? Connector i Hi 0.485 kips/each Length of attachment; 56.00 feet Connector None i 0.000 kips/each Design v; 0.07.1 kips/ft `I Connectors /41 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ❑Applicable? Design v; 0.128 kips/ft A35 at 0 inches o/c max. Page 1 Line geometry Shearwall summary 'Line geometry and collector forces ' Maximum collector force; 1.757 kips Drag truss present to assume collector forces? IFN 0 Nailed top plate splice; ' 16d nail good for; - 0.115 kips/each Splice; 15 16d nails, where used Bolted top plate splice; Use; applicable _} v, bolt; kips/ea v, ' No. of bolts required; Level Main Line E V1 vi V2 V2 V3 v3 V4 v4 ' Segment Desc. Will Opening 3.98 0.07 Force 24.50 0 .24.50 y ' 31.00 w 31.00 y -1.757 Total lengths 31.00 24.50 ' Page 1 Wall stability Level; Main Line; E Assembly dead loads; Roof; 0.021 I ksf Floor; 1 0.011 Iksf Wall; FOY018 ksf Stability details v; 0.128 kips/ft Design controlled by; Seismic ii Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths CU o o Y f- 'F a x ' Ca Holdown 3:ei O n ia> — v it o o 0 a 31.00 10.00 10.00 14.00 0.474 39.8 205.0 30.50 4.74 -4.74 No ties required Page 1 Wall line analysis Shearwail Summary Description; Callow residence Level; Main Line; 0 P iateral 3.220 kips I Total wall length; 11.750 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Side 2; None --- 13 0.000 kips/ft — Shearwall v; 0.274 kips/ft Oki v allow; 0.312 kips/ft If user -defined SW_ used; Description; v allow 0.000 kips/ft Sill nailing; © Applicable? 0.134 = 0.489 feet 16d sinker good for 0.134 kips/each 0.274 16d nails at 0 inches o/c at SW Anchor bolts; Applicable? Design v; 0.274 kips/ft Anchor size, wood species, mudsill thickness; 1/2" dia. PTHF 2 x plate ❑ Double anchor bolts? Allowable shear per anchor bolt;. 0.728 kips 0.728. = 2.657 feet : 0.274 Anchor bolts at 31 inches o/c max. Blocking/top plate; 0 Applicable? ' Length of attachment; Design v; 56.00 feet ,0.058 kips/ft Connector H1 Connector ; None Ji Connectors 48 0.485 kipsleach 0.000 kips/each inches o/c max. Connectors at rim joist to mudsilVcripple wall top plate; ❑ Applicable? Design v; 0.274 kips/ft A35 at 0 inches o/c max. Page 1 Line geometry Shearwall Summary Line geometry and collector forces Maximum collector force; . 0.649 kips Drag truss present to assume collector _ forces? ; No _ Nailed top plate splice; 16d nail good for; w 0.115 kips/each Splice; 6 16d nails, where used Bolted top plate splice;_ Use; Not applicable V, bolt; kips/ea ' No. of bolts required; Level Main Line F V1 V, V2 V2 V3 V3 V4 V4 Segment Desc. Wall Opening 3.22 0.06 Force . 3.00 w 3.00 y 22.00 0 22.00 y. 0.649 5.75 w 5.75 y -0.622 22.00 0 22.00 y 0.622 3.00 w 3.00 y -0.649 Total lengths 11.75 .44.00 Page 1 0 >r— Length of M o shearwall .CD cn o v < 0 0 o Height ri 0 0 V A CL N n O Cr .. o WallQ CD w O O (ft) O O v o O O Q) OCD - .71� W Roof (�.) a CL o Cr �G 0 CCD 7 Floor (ft.) N N 0 o W dl 00 00 0 0 (kips/ft) •0 O.T.M. 0 U, oo -I N CA (ft -kips) D.L.R.M. N o 0 O° (ft -kips) N Length Cn N iv Cn between Cn o N w Tie force 'v, o . p• w (kips) Tie from N N N above (kips) cn o P total (kips) -n N N� O XX d O � CA 7 >r— Ch .CD N < 0 CD CD ri _ V A CL N n O Cr Cn io v o O CL C _ OCD - .71� W . a CL o Cr �G 0 n 0 C3_ N •0 0 0 r. N CD N N N -n Cn N . CS a CD N N o 00-3 0 N O ri = V A CL N n O io CL C _ cn . a o Cr n 0 Cn N . CS a CD N N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 . u a Chanter 24 of the Butte County Code Qo 24-300 C.. Temporary uses in zones permitting a residential use: 1. Temporary travel trailer as a dwelling unit during construction of a single family residence or the rehabilitation of a single family residence that has been damaged by fire, earthquake, tornado, other acts of nature, or has been deemed condemned or uninhabitable by the County, subject to the following requirements: A. The travel trailer may be placed for a period not to exceed one (1) year from the date of issuance of the Administrative Permit; provided however, the Planning Manager may extend such Administrative Permit for one six (6) month period. Such extension by the Planning Manager shall be done only upon a showing of physical or financial hardship by the applicant. B. That the occupant has secured a building permit for a residence. C. That the occupant has secured a sewerage disposal permit from the Butte County Environmental Health Division. D. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; and E. That the house must be completed within the one-year period and the trailer dwelling must be abandoned. rF. he applicant must obtain the necessary permits from the Butte County Building Division and Environmental Health Division for the travel trailer installation. L . rA APPLICATION FOR ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER Assessor's Parcel Number for Site Street Address of Applicant's Name 0A /7-D/4-O�A Applicant's Address: WA Applicant's Telephone Number: L5 0 - BGq— 1gS3 Building Permit Receipt Number: o 3 — (Show Copy of Permit Signed and Issued) Date Sewage Disposal Permit Issued: t�, ( �(' o-3 (Show Copy of Permit Signed and Issued) Tk- I certify that the above information is correct and that I have read Butte County Code Section 24-300-C. On the reverse side of this application. Applicant's Signature: TO BE FILLED IN BY PLANNING DIVISION Date Application Received: A ,y0-1 9-3 Zoning Verified By: Ap-- S Permits Reviewed By: Associated Building Permit #: Planning Approval By: Date Approved: a( NAV c'2 :3 R ',Cilpr 3V 5W File: "Mobile Home Permits - Temporary" TIYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PRO'T'ECTION (530) 345-1012 ADDRESS: PO BOX 3176, CIiICO, CA 95927-3176 .Date: 09-24-2003 File: CALLOW -2 JOB : CALLOW RESIDENCE, 2 HEADS FLOWING STATIC 60.0 Psi RESIDUAL 50.0 Psi FLOW : 45 Gpm SPRINKLER MANUF : RELIABLE MODEL : F1/RES/49 MIN SPR FLOW : 14.0 Gpm MIN SPR PRES : 8.2 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET ------------------------------------------------------------ FACTOR Psi Gpm 1 12.0 4.90 8.3 14.2 2 12.0 4.90 8.6 14.4 3 12.0 9.3 4 12.0 13.3 5 12.0 19.0 6 12.0 26.2 7 2.0 SOURCE 33.2"-� SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED. TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION 2 256 Sq. Ft. 512 Sq. Ft. .05 Gpm/Sq.Ft. .06 Gpm/Sq.Ft. 28.6 Gpm 0.0 Gpm 28.6 Gpm 33.2 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE Copyright(1991) . 55.7 Psi by 33.2 Psi Hydronics Engineering 22.4 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 9.4 FIS HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION ( 530 ) 345-1 01 2 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 09-24-2003 File: CALLOW -2 JOB : CALLOW RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 14.2 K= 4.90 L= 11.5 Pt 8.3 Pt 8.3 1 Q= 14.1 F=2LR F= 15.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.7 D= 1.109 TL= 26.5 0.0344 Pf 0.9 Pn 8.2 3 Pt 9.3 ------------------------------------------------------------------------- 2 q= 14.4 K= 4.90 L= 5.5 Pt 8.6 Pt 8.6 2 Q= 14.3 F=LB F= 12.0 C= 150 Pe 0.0 Pv -0.2 Vel= 4.8 D= 1.109 TL= 17.5 0.0355 Pf 0.6 Pn 8.5 3 Pt 9.3 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 24.5 Pt 9.3 Pt 9.3 3 Q= 28.4 F=2RB F= 7.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.4 D= 1.109 TL= 31.5 0.1260 Pf 4.0 Pn 8.7 4 Pt 13.3 ------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 37.0 Pt 13.3 Pt 13.3 4 Q= 28.4 F=3RB F= 8.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.4 D= 1.109 TL= 45.0 0.1260 Pf 5.7 Pn 12.7 5 Pt 19.0 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 44.5 Pt 19.0 Pt 19.0 5 Q= 28.4 F=L6R F= 13.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.4 D= 1..109 TL= 57.5 0.1260 Pf 7.2 Pn 18.4 6 Pt 26.2 ------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 10.0 Pt 26.2 Pt 26.2 6 Q= 28.4 MRS F= 11.0 C= 150 Pe 4.3 Pv -0.6 Vel= 9.4 D= 1.109 TL= 21.0 0.1260 Pf 2.6 Pn 25.6 7 Pt 33.2 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- ------------------------------------------------------------------------- 7 Q= 28.4 <<< SOURCE >>> Pt 33.2 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly PSI 100 + 90 + 80 + 70 + 60 X Static X X X 50 + X Resid 40 + * Spr Sys 30 + 20 + HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH 10 + * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : CALLOW RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 60.0 Psi Avail Press 55.7 Psi @ 28.6 Gpm Residual 50.0 Psi Req'd Press 33.2 Psi @ 28.6 Gpm -1-1 V-11 IU i3O%'gV C lC. UI' i'rIl (VU\ i(\.I c.:� VA (—V t --FANKS SSUI:Zl GA1-N1AN1Z1=-1:) "� 75 t=3S* I VV 0 I -Z 1441 N G P S • { I I it I 1. .1, i I 11 1 .j In rtill 4.11;,!()v Galvi"0=1 ls"kn- 11; [)--.1 VV4i1Ikl!!jj Pio-tism ) y1gy, I h iwq ?I v; I )III fol 211 10 I)k.I.X I Wt 1(!l J6 x 4h IJ 20 x :12 PI '12 4 12 1 20 x GO 114 I M.G 2 24 x GO '116) 1 12.0 We'd 1 :10 X111 30:1 '.�20 wo�;l 34. :)(3 x 110 4 IG .11!'1 11 1.11 4! 1 42 x 111 G40 IM) :1(3 x 1211 605 6,116 111,11 900 (.01111./0 Villli( motill11. 11: %till 900 jI. 104,11 All 041101" 4111Iy' Model F1 Res 49 CCI S i/li• DK S / tr 04 hnn ON. (W 7- C CUP Amucar CUP ffXft M. fmmj F P, fir NG rD FAC£ OF CERAW n A' W" A&VSA1W .I NFK7/T .1 i/li' ON (it.lmmj . E1 RES 49 CCP REND. Model F1 Res 49 Recessed Fig. 3 Fig. 4 Technical Data: F1 Res 49 CCP and FP CCP Ontions Data: Max. Sprinkler Flow Spacing Spm(Lm) t CCP Sprinkler Number ��ft 12 x 12 3.6x3.6 13 49 7.0 0.48 — 14 x 14 4.3x4.3 13 49 �p 1 damp Assembly Maas. Ambient 18 x 18 5.5x5.5 18 68.1 Sprinkler Thread Size T°mp- n9 Pressure T emP K Factor h (nm) Rating_ psi (bar) Inch OF •C •F •C •F °C ''/z" NPT R /z 155 68 135 57 175 (12) 100 150 38 66 4.9 2.25 (57) Max. Sprinkler Flow Spacing Spm(Lm) t Pressure Psi (b) Sprinkler Number ��ft 12 x 12 3.6x3.6 13 49 7.0 0.48 R3516 14 x 14 4.3x4.3 13 49 7.0 0.4E 16 x 16 4.9x4.9 14 53 8.2 0.56 18 x 18 5.5x5.5 18 68.1 13.5 0.93 20 x 20 8.1 x6.1 20 75.7 16.7(l.14) 3. ..A" Cover Adjustment "B" CCP Height Inch _[mm) Inch (TM) — yz 12.E 'Si"24 e 7.9 a 19 FP Data "A": FI• Position .A.. Inch (mm) Ftilly Recessed X, 11 Fully Retracted 15 24 Basic Principles of Solvent Cementing 'ihe solvent cementecl connection in Uu:rnlopl;lslic pipe and fittings is 1110 last vital link irk ;l PI;IStic pilx• inslalloli(In, It c;arl nu';nl 11W su(( ('%% "I. I.lilln(' "I the syscenl;is;I whole. Accordingly, illeclllires tlic same profcssion;d coic and attentionn Ih;)I arc given lo,plIlcr componcills of the sysWill. 'Ihcle all` nl;my solvenf cementillo fcc.hniclues published covering slcJ> by step ploceclLne.S on jusf how to n)ake solvent cen)cill.cd joins. 1 I()wcv('l; we feel lllaL if LI c 1.),lsiC pfifWiplcs involved arc explained, known and understood, a better understanding would be gained, as 1.0 what teChrligLles are necessary to Shit partiCUlar applications, temperature conditions, and variations in size and fits of pipe and fittings. Oe aware at all times of good safety practices. Solvent cements for pipe and fittings are flammable, so there shock" be ru) smoking col other sone(.(', of hc�IL or flame in.worki.ng or stol'icle;neas. He sure to work only in a well ventilated space and avoid unnecessary skin contact with :ill solvents. More detailed safety information is available frorn Harvel or If'S twei(-or)) Corporation. To consistently make good joints, the following should be carefully understood. 1 1"he joining surfaces must be softened and made semifluid. 2 Sufficient cement must be applied to fill the gap between pipe and fiUirlg. 3 Assembly of pipe and fittings must be made while the surfaces are still wet and fluid. 4 Joint strength develops as the cement dries. In the tight part of the joint the surfaces will tend to fuse together, in the loose part the cement will bond to both surfaces. These areas must be softened and penetrated When rrsiml Ihr• ONli 511-11 r rat p cling I n r r( rss, I r nclr alum m rel Softening (an hr act lievedby ll lr ccnu•nl :Iiwif (rrml ONl' SI11' ( enlr Irish) piuredwcS c:ui•Illlly: rrrrr to inslalinli(nl (nslluCtiolISl, rut certain d7VS, 1Iulrt crIMil l conditions, it play he desir "tale to (Ise the iWO S'IFl, process which utilizes a prin)crr to ensure adequale zoflening. Por exanrpie, when working ill cold weather will large dianlvIel pipe, plow tine• mid additional a11Plicaliorls maybe required. Cement coatings of sufficient thickness Mnlc Ila;ul allli( dcnl ccnlcnl IO fill III(,- InoSe p.ul Or Ihr lolilf 111(151 he applied, fle0drs lilling Ihr. clap. adegt late cement layers will 11('11rtrale Ihr anfm.rS art d ASO I ,main wr'I unlil Ihr Joiill IS assembled. 1'love Ibis yourSelf. Apply on Mir 1011 S(u face of a piece of pipe two Separalr, layers of cenlrrll, HISI flow On a 11(rilvy layer of (cIIII'nl, Ihen al0rrgsiriv It a Will brushed oul layer. lest (het layrrs rvely I S seconds or so by a gentle lap wilII your IllIgrr, you will note (hat the tiller layrr hecomeS tacky and LhrII dries quickly (plobal)ly witl lin 1 5 srconls) l I le heavy layer will remain wet na(x-h longer. Now cl leek roe 11enrlrll.icxa a fc w rninules after applying these layers. Scrape thein with a knife. The Thin layer will have achieved little or no penetration. Tile heavy one. much nloir prlletralion. Surfaces must be assembled while they are wet and soft Ir Illi cclllr•I11 Coatings oil the Mille .mel fillings are wet arld fluid wheel assrmhly h kes 11lace, 11 ICY will tend to flow logrlher and brcorrle one layer. AfSo, if the cement is wel the srnfaccrs hrnralh them will still be SOIL ;)nil these, suflenr_d surfaces in the light part of the Joint will lend to fuse together. Surfaces now Fmr= As the solvent dissipates, the cenu'nt layer and Ihr_ softened sw races will harden with a rorlespoltdirrg Increase in joinl strength. A goodjoint will take the required working pressure long before file joint is fully clry and final strrnglh IS ublained. In the light (Iusec1) part of the joint, streragih will develop more quickly than in file looser (boncled) part of the Joint. Information about the development or b0rlcl strength of solvrnl cemented Joints IS avallable. The i1 UA LIT)" Line VSR-SF OTT I VANETYPE W�►TERFLOW P'ER F011 SMALL PIPE SWITCH WITH RETARD Potter Electric Sldnat & Mfg. LTD Potter Electric Signal Conlparry 1967 Leslie Street 2001 Craig nd.,/P.O. Dox 204130 Dolt M[IIs, Ontario, Canada M3t32M3 St. Louis, Mo. 63146 (416)441-1033 (314)070-4321 / (000)326-3936 UIL & ULC 1-151 ED Sorvlro Proenuro: Up to 250 PSI .- :, Mhrlrnunr Flow Ilnlo for Alarm: 10 GPM STK. NO. 1113000 U.S. PAT. NO. 3921969, CANADIAN PAT. NO. 10096130 OTHER PATENTS PENDING. The Model VSR-S1= is a vano lypo walorllow swilcl, for use On wol :size. Tho unit nl ador y also bstol I's 11,111 Uso I" e use d a alsoolioiiallwal )rllow detector on largo systonls. Tho unit contains two single -)ole double Il,row snap action switchos and an adiustal.)lo prrounlatic; ro" I(" I l,c) switches are aclualod wl ren a flow of 10 gallons per n)inulo or more occurs downslroan) of Il,e dovico. 11,10'low condi tion must exist lora period of limo rlocessary to overcome file solocted rolard poriod. INSTALLATION: Thoso clovicos "Illy bo n)ounlod in a horizontal or vorlical hiho. On hurizonlal pipo Il,oy should be installed on Iho lop srdo of 1110 pipo wl,oro Il,oy will bo ac cossiblo. Thounits should not bo rnstallod within G' of a valvo, drain or titling which changos tho diroclion of 1110 walorllow. Tile unit has a 1"NPT bushing forlhroading into a non corrosive"TI=E". So0 figure) 2 for propor"1'E12" size, typo and installation. Mnxhnum Surge: 10 FPS Encloeuro: Cast Alunlln(1ln, rod enarnal Ihrlsh. Covor hold In )taco with t, r%mpor roslstant screws. conlnct I11n11110": Iwo sots of s.P..T c D,I OF n V. 2 Anil) @ 0 30V. DC condull Entrnncon: 'Iwo opeologs for 1/2" condull. Unn1)o: I_Istocl I'lasllc, Copper and S010(11110 40 Iron Plpo. 1 Its pllur rhos - 1' 1 'A", & 1 Nolo: 13 paddloa aro 111;olshod wllh ouch uoll, ono for ouch p1po slzo of Ihroado<I or swo:il 'l l -F, ono for (,PVC, surd ono for polyl.nrlyleno. I_nvlronnrt•nlnl 1_hnllnllona: 40^ I'/190^ 1= 4.!'i" CM 9" C cnutlon. rs`o Is o not Iola n dad for applications I oxplolvo Sorvlco Uno: NFPA-13 Autom..111c Sprinidor NFPA-13D Ono or Two Farnlly Dwolllnd Ilosidonllal occupancy up io 4 Slorles NFPA-71R Conkal Station NFPA-72A Local NFPA-72D Auxlliary NFPA-720 nernole Stallon NFPA-72D I'roprlolarY Optlonnl: Covor'1"arnpor Switch ,ardor Slk. No. 0090010 IUI for Outdoor Uno: Ordor Sit(. No. 1940036 Screw 11 to cluviru it l0 Ilio "I'f:E" lilting as shover► in trig. 2. Caro must 1.)o falcon Io propolly oriont the dovico for tl,• diroclion of walorllow. Tho vano must not rub lho insi(10 of the "TE -0 or bind in any way. Tl,O'IorIIsl,outdInovefroolywhei1operated by hand. 1I)o dovico ra)) .Ilse be used in copper or plastic pipe illslalialions will, Ilio propor adaplors so 111111 filo specified tilling nilly Leo inslallod on Iho pipe run. TESTING: Cl,ocI(II)o ohoralion of Iho unit by oponIIl91110 "Insl)oction'1'osl Valvo" at 1110 and of lho sprini(lor line or the drain and lost conlloctioll, it an Inspociors Post Valvo is 1101 pr ovidod. II tl,ero are no provisions for testing 1110 operation of 1110 flow c1010rtiorl device oil fire systaln, application of the VSR-SI" is riot roconttnondod or advisable ak Illat 11 Pipe CAUTION: 'I'hore are U Daddies; furnishc(1 with onch urproper t. ill, ,0 paddles bo usedave r, S I he scrowed t hat holds the paddle size and typo of "TEE" that they aro to bo used with. 'Tho ro par addle jDu- 1 lnusl be securely lighloned. .-Tw neo "A(IF 1 OF 2 IIEv 1) ov. �..... PnINTED IN USA BELLS (E)POTTER PBA -AC & PBD -DC UL Listed, FM Approved Sizes Available: 6" (150mm), d" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40" to 150"F (-40" to 66"C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. '1(3 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as lire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCITES (0"") VOLTAGE MODEL NO. STOCK NO. CImnENT (MAX.) 7VrICAL dN A7 10 FL P") (2) MINIMUM dg AT 10 FT. hml 111 F (I so) 12VLI(; I.11U 120 171161112 .17A 119 70 11 (20(1) 12VDG 1'111)1711 17001112 .12A 90 76 111 (250) 12Vn(: rnD1210 1710012 .12A 112 70 IS (1511) 24VUC 11111)2411 17001124 .00A 111 70 11 (':1111) 24VUI; 1/11112411 1711111124 onA 111 .-- 711 ---- 1f1 (250) 24VU(' rlll )2410 1711107.4 .I16A 94 79 C, (150) 24VA(; I111A24n 1 011110 2 4 1000112.4 .17A _ fit 04 70 0 poo) 24VAC PLIA24n .17A 70 111 pw) 24VAC ruA2410 1"10024 .17A 04 70 0(190) 12nVAc PIIA1700 1000120 .05A 02 n2_ 0 (:Ino) - — 1211VAG I.11A1200 III011120 .09A fBl 02 1(1 (250) 120VAC rrIA12010 1010120 .0571 00 05 Notes: 1.. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30" to 150"F (-34" to 66"C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company - 2081 Craig Road, SL Louis, MO, 63146-4161 - Phone: 800-325-3936/Canada 666-862-1833 - www.pottersignal.com MKT. M8550001 - nEV P PAGE 1 OF 2 PRINTED IN USA MF -G. 05400776 - 3/99 1"C011PO"ATE11 O!_ CORONA, CA - (009) 737.65!10 FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE l —I— Size Range - 3/4" lhru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt. spec. Function- The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used In automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the lop or on the botton, of a beam. The Fig. 23 can also be installed on the side of a beam. The Flg. 23 and Fig. 24 can also f unction as a reslraL,er to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 1311, and 13D. Features - The Fig. 23 and i'ig. 24 incorporate features which protect the pile and ease installation. The flared edge design FIG. 24 HANGER FOR C -P -V -C. PLAS77C PIPE DOUBLE FASTENER STRAP TYPE — SiDE MOUNT -.4 -D >•I1-11 0-1 (� A --ir►I protects the C.P.V.C. pipe from any rough surface. The fig. 23 design Incorporates snap retainers allowing easier and faster installation. The Fig. 23 aril Fig. 24 are easily allached to the building slruc- lure using the two hex head self threading screws' furnished will, the product. II is recommended ilial rechargeable electric drills fitted with a hex socket attachment be used as Installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nnils) are allowed. Damage has been Imown to result from Installations using Impact type tools. No pre drilling of a pilot hole in wood is required. Or -(ler By - Figure number and C-RV.C. pipe size. Patents ,'ending '4lurdened hex head self threadirig screw is furnished wllh the produrl arid is the minimum fastener size acceptable. MAX. IIANGER SPACING IPE SIZE FIG. 23 SIG. 24 PIG. 23 — 17IG. 24 PIG. 23 _ PIG. 24 3 4 3-1/8 2-5/16 1 9�1G 1.5 /32 r1R3�1G/1G 5-1/2 f.a;,` t'`i. �,'ti2'5'/8'"� 1,1�%16%16'51 s."� f11 /16 -1 ��.u�,,v 1-1 4 �4 3 16 3 2-3/32 1-1/2 1-3/16 1-3/16 6-1/2 y�2 73Zn,113� 6=1 %ka 7 �'i^ni . r•' /3216 , 2 4-7/8 3-11/16 2 7/1G 1 27/32 1-3/1G_1_3/1G _ _____8___�. REVISED 3/94 17ASTENER APPROX. I IEX I IEAD WEIGI IT SIZE PER 100 —5/16 --- 9 16 11 ROM WA'fEK SUPPLY n R15EQ DET)iL IMM XM P#Wnxw NO. 199A • 24x3f ow. .W-.::3ZEEZEWAY 7n 6AIZA6E 4O��G-t10N COH�� a �UY p U- y � ontrac , * Uc. No. 275 C-16 OP CPLD S� bLki 7 NOTES: © „ L 1. System to be installed per N.F.P.A 13D, manufacturers specifications, and local A.H.J. 2. All piping to be "Listed" CPVC or equiv. 5 3. Pipe hangers to be "Tolco" or equiv. 4. Freeze protection, water supply, carpentry and electrical by others. 5. Riser to be installed in "stud bay" within indicated wall. 6. Exact pipe run lengths and head locations subject to field verification. 7. Heads to be Reliable Fl/RES/49, K=4.9. Flows based on an ](3Xj(S grid pattern. (see'attached calcs.) S. All pipes to be 1 inch diameter unless otherwise noted. / AAWN CHECKEO _1-0:1f � OATE SCALE /Yp= JOB NO. k DW SHEET OF SHEETS 9 � /�-�I �+ �'�(� •.� �/f .rF''"N^ awrr +a awr..•. 2#yy�,��,`rur eo.v�+y� +, �`_ a,Y+ • i G.�% •+rr •n-fvJl"� i w,• 1 * �;1~aKx'I �M1w . I Vj �'isu.'�r+m:,.Nr.:ex..r.w.. k.w...��'"-'w`rn« , y,,,-v+� �/^ . ------------ - CERTIFICATE CF COMPLIANCE: RESIDENTIAL Page 1 CF -11t CERTIFICATE OF COMPLIANCE: RESIDE1JTI1tL Page 2 CF=118 PTiC 10 tl 1 R ^Id i 0 2 03 ,. Project T,itle.......... Callow Residence Date..10/21/03 10:44:49 ro3ect e.......... a w e� cute Date.. / 1/ 0 1.44.45 Project address........ Dryden Way Oroville, CA *v6.01* " Documentation author... Robert Heaton Architect ******* Building Permit M Robert B. IIeaton Architect I 4284 Keith Lane Plan Check / Date Chico, CA 95973 l 530-343-9038 Field Check/ Date Y FEI4ESTRATION GENERAL CONSTRUCTION NOTES. Over- 1. Weather-strip all doors leading to uncondttloned areas. Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins 2. Caulk all exterior door and window frames. -- t 3. Caulk and sea, all openings in building envelope to prevent Infiltration. y n confo Climate Zone........... it Compliance Method...... MICROPASG vG.01 for 2001 Standards by Enercomp, Inc. - - Window Right (W) Window Right (W) Window Right (W) 19.0 0.350 0.350 Standard Standard 4.0 0.450 0.550 Standard Standard 9.0 0.350 0.350 Standard Standard Yes Yes Yes 4. windows and lass doors shall be dual _F glass 5 Pane glazing, with a maximum U actor or_eo, , and a maximum RHGC of O. 35 ,_[, MICROPASG v6.01 File-RCALLOW Nth-CTZ11S92 Program -FORM CF -1 R Window Right (W) 8.0 0.350 0.350 Standard Standard Yes �' 5. All glazed assemblies shall be labeled with certified U -Factor, SHGC and Uneril-MP1902 User -Robert B. Heaton Architec Run-RCALLOW Door Right (SW) 48.0 0.400 0.350 Standard Standard Yes Infiltration Certification. y Door Back (S) 48.0 0.400 0.350 Standard Standard Yes Skylight back (S) 4.0 0.750 0.400 None None '0.400 None 6. Insulation shall meet California Energy Commission quality standards, and GENERAL INFORMATION Skylight Back (S) 4.0 0.750 None None None shall have the following minimum ratings: Conditioned Floor Area..... 2761 sf Single Family Detached THERMAL MASS Exterior 2 I Building Type .............. Walls Construction Type ......... New Area Thickness _R, luilding Front Orientation. Number of Dwelling Units... Front Pacing 0 deg (N) 1 Type Exposed (sf) (in) Location/Comments p Ceilings Number of Stories.......... Floor construction Type .... 1 Slab 0n Grade S1abOnGrade S1abOnGrade Yes 1430 3.5 Exposed No 717 3.5 Covered Floors .: N /s. _ $fig - I Glazing Percentage......... Average Glazing U -factor.. . 16.9 % of floor area 0.38 Btu/hr 0.36 InteriorVert Yes 126 1.0 Tile walls HVAC SYSTEMS 7, Furnace shall be certified by California Energy Commission shall be pilotless, is d,90 _ .,..,.. __• - Average Glazing SHGC....... Average Ceiling Height..... 5.1 ft - •. shall Pss-fired, and shall have a minimum AFUE of 1 IIUILDING SHELL INSULATION Refrigerant Tested ACCs Equipment Minimum Charge and Duct Duct Duct Manual Thermostat; Air conditioner shall be California Energy Commission certified and shall have a minimum SEER f - 12. o o o N. 68 37' 34 t E. ec S O 3 4v• Type efficiency Airflow Location R -value Leakage D Type g, Ducts shall be constructed Insulatedr assembled and 1-1-11.A i rmance Component Frame Cavity Sheathing Total -Assembly with the latest edition of the California Mechanical Code. Type Type R -value R -value R -value U -factor Location/Comments Furnace 0.900 AFUE m/a Attic R-4.2 No No Setback 10. Thermostat shall be Programmable �a ACSplit 12.00 SEER INo Attic R-4.2 No No Setback Prog� b e type with setback controls. __ .. _ . .... . Nail Wood R-21 R-0 R-21 0.057 Corner Nall it. Water -heater shall be gas fired and shall be certified by California Energy Roof Wood R-38 R-0 k-38 0.033 Attic WATER HEATING SYSTEMS Door None R-0 R-0 R-0 0.330 solid Wood Commission. I j Number Tank External 12. Insulate first 5 feet of hot and cold water piping at water heater. I ; tlabEdge None R-0 R-0 F2.0.760 To Outside in Energy Size Insulation 13. Shower heads'and Interior fittings shall be certified " Z a 9 low flow e b California I O Type � Type system Factor (gal) R -value EnergyComrnls510n. ; t)'P Y FENESTRATION Tank Seater Type Da�tributi.on Over- Storage Gas stzandard 1 0.58 5o R- n/a 14. All exhaust fans shall be provided with back -daft dampers. Area U- Interior Exterior hang/IS. All gas cooking appilances shall be pilotless type. to CD Orientation (sf) Factor SHGC Shading Shading Fins SPECIAL FIEATUMS AND MODELING ASSUMPTIONS fM1 . V 7 16. Primary kltdJen lighting fixture shall be fluorescent. U) rn Door Front (N) 26.8 0.400 0.350 Standard Standard Yes *•* Items in this secttion should be documented on the plans, *** 17• Primary Ilghtlng fixture in room containing water closets shall be fluorescent. T « .L. > A o Door Front (N) 26.8 0.400 0.350 Standard Standard Yes *** installed to manuffact:r�r' and CEC specifications, and *** 18. All exterior lighting fixtures shall be fluorescent or HLS. 'I; Window Front (N) 3.0 0.450 0.550 Standard Standard Yes *** verified during paan check and field inspection. *** Window Front (N) 3.0 0.450 0.550 Standard Standard Yes Q E E A . _ 1 Door Front (N) 26.8 0.400 0.350 Standard Standard Yes This building incorporates a High ,'ass Design. 4 m Cs g Window Front (N) 3.0 0.4E;0 0.550 Standard Standard Yes Window Left (!) 6.0 0.310 0.350 Standard Standard Yes RISMARKS l ~ A O. U ,M �1 Window Left (s) 18.0 0.310 0.350 Standard Standard Yes - ISEDROOM WINDOW NOTE: �� [L� r WindowW C4, Left (E) 18.0 0.350 0.350 Standard Standard Yes + I i . 8 Window Left (E) 18.0 0.350 0.350 Standard Standard Yes Window Left (!) 18.0 0.350 0.350 Standard Standard Yes Each bedroom shall have at (least one windowfor emergency egress. All egress windows shall ' 4i 0 Window Left (S) 18.0 0.350 0.350 Standard Standard Yes have a minimum net Clear Oplenabie area 01, 91.7 SCIUBre feet. The minimum net Clear o enable :'... Window Back (S) 18.0 0.350 0.350 Standard Standard None openable height shall be 24 inches thie minimum net `clear o enable width shall be 20 inches. When window Sack IS) 32.0 0.350 0.350 Standard Standard Yes jI Window lack (S) 32.0 0.350' 0.350 Standard Standard None g p - Door Right (W) 20.0 0.400 0.350 standard Standard Yes windows are provided as egress, they shall have a flnished sill height of not more than 44 Inches Window Right (W) 18.0 0.350 0.350 Standard Standard Yes Window Right (N) 18.0 0.350 0.350 Standard Standard Yes above the floor. . i f CSV slep -�- Water Heater Notes: CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 C'F-1R Project Title.......... Callow Residence Date..10/21/03 10:414:49 1. Strap water heater to walll framing with metal strapping near top and bottom of tank. 2. Install pressure/temperatture relief valve v ith piping to discharge outside building. COMPLIAIICE STATEMENT the buildin features and performance 3. Extend water heater flue to outside air, minimum 12 Inches above roof surface. --�'y V�Qy V'rto This certificate of compliance lists g Parts 1 and G of tine specifications needed to comply with Title -24, 4. Install combustion air openings in water heater closet near floor, and ceiling, minimum 50 ' M Q f California Code of Regulitions, and the administrative regulations Cor� implement them. This cert ficate has been signed by the individual with sq. In. each. C) Q w I overall design responsibility. When this certificate of compliance its 5. Water heaters shall be inatural gas fired and shall be approved by California Energy submitted for a single building plan to be built in multiple orrentation5, p Q O w t< � any. shading feature that is varied is indicated in the Special Features Commission. tib Modeling assumptions section. DESIGNER or OWNER DOCUMENTATION AUT11OR j •,.,,�>. Electrical General Notes:: Name.... Robert 1. Heaton Name.... Robert IIeaton Architect I Company. Architect Company. Robert S. Heaton Architect •rn,. .sir X..."110 Address. 4284 Keith Lane 1 Prnvirfr, SPnnraiP 7n Amn) Cirrid for Park Iatlndry room and bathroom. No other outlets rr t j tv 6L. Vtu V6 I ' n / U r r r j/ ► O rh 5_O.UrDI' _ 'C C� -�bY.:DWtJSPA- NOTE-!-( 1 N SV (,ATE 1 NT6XI bti `SA7A X00M _ 4. bEA2G�M Ul M-ls' kJ( K • 1B )bATf$ u ,� v Faly ti.15pA SIT \ d + ` 41 0,� D I(* � t �, � bN4�aNGTvrJ �G, ' 3�0 X7236 I `u It -Ii MiGr iATNT S wP WP �) _TIGO o LA55 LVCr- +. i Q, ,� � 1 CA►2P� C �QJ � -- — � _MAS TI +Ap Cp tt � d l EI G o a �IDJAl WP Ac, 2"��e5 sa G t,oy c -I- 1 o M ssc� fba oho M i � \ t C,1,"E-tTU 04� N 14A� H t"�FI F � � . _ N o T TILE'S -T 1 o oe loNN I FurzNa IN `� "F, _ AT 2 ><cs U ,, t9 Q ^ IL r J --- (AUG I� - �! FoR- 00 � •�� . � ,4 � , _ ,, � � A- �,. ,�. � � ,� --t ► ! _t' LAYS \. _ 3 I -�0 5} rr D _ �`2 x G hri�-w GF- iI t t _ `' _ �`� CSL Q InINL�ri \ A) � f�RE�NN- __ I .__/• :_._ — . 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DATE:.. � V lT{ '(� 2•JU 3 q STt) ' iJ TUTV W—ri ttJ 1 n r f l � f l L_OG►Tt ! Z2 3 h ! r t SHEET NO.32Q-_a • 24! C") 102 v" , t - in _ Va,( LmNG 4,a, ..eP, 1344 sa FT, of c-,Ar-�Gs`s 378 Sat f -T or- B�Z�VAy '7l4- Zc� , c4 r-i�Aotr P01.c�, ��0 5Q� FTS �� coyE� PA-riO s -SCALE t .1-174 _ - ��._.-0„ . i I ' n / U r r r j/ ► O rh 5_O.UrDI' _ 'C C� -�bY.:DWtJSPA- NOTE-!-( 1 N SV (,ATE 1 NT6XI bti `SA7A X00M _ 4. bEA2G�M Ul M-ls' kJ( K • 1B )bATf$ u ,� v Faly ti.15pA SIT \ d + ` 41 0,� D I(* � t �, � bN4�aNGTvrJ �G, ' 3�0 X7236 I `u It -Ii MiGr iATNT S wP WP �) _TIGO o LA55 LVCr- +. i Q, ,� � 1 CA►2P� C �QJ � -- — � _MAS TI +Ap Cp tt � d l EI G o a �IDJAl WP Ac, 2"��e5 sa G t,oy c -I- 1 o M ssc� fba oho M i � \ t C,1,"E-tTU 04� N 14A� H t"�FI F � � . _ N o T TILE'S -T 1 o oe loNN I FurzNa IN `� "F, _ AT 2 ><cs U ,, t9 Q ^ IL r J --- (AUG I� - �! 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W GLA ER kI`jZ�iLTAIEMENT �h i U► t � 1 oi�— - =— W - /jZj (v - vel •WP I<v20 012 , OF" ~.0CLS Ft�TCI� C_ F:: 4p 11 - _ ___ _ _ ,.. _.. ,__ .. .... _. _..._ ~ ' "✓' "- - . _ ._•. _. ., _. . ,.. ... ......._ . _ _ y w-. t2..0 ��o�t IZl �l1 121_1rp ll 10 ' r . DATE:.. � V lT{ '(� 2•JU 3 q STt) ' iJ TUTV W—ri ttJ 1 n r f l � f l L_OG►Tt ! Z2 3 h ! r t SHEET NO.32Q-_a • 24! C") 102 v" , t - in _ Va,( LmNG 4,a, ..eP, 1344 sa FT, of c-,Ar-�Gs`s 378 Sat f -T or- B�Z�VAy '7l4- Zc� , c4 r-i�Aotr P01.c�, ��0 5Q� FTS �� coyE� PA-riO s -SCALE t .1-174 _ - ��._.-0„ . Environmental Health N 0 u P 7 2003 7 County Center Drlve Oroville, Ca