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027-260-017
027-26-0-017 00-1169 V9OR,RONALD LOUIS, OROVILLf CONT: ART CORONA f NEW SINGLE FAMILY NOTES RESIDENTIAL Y (e 027-26-0-017 `i 00-1169 x PERMIT NO. _.LORI.MOR,RONALD i 4 �dZS LOUIS, OROVILLE _ r. CONI': ART CORONA NEW SINGLE FAMILY `. SPECIAL CONDITIONS CHECKED BY SRA fi {s" FLOOD CERTIFICATE REQ. y FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS ' OFFICE COPY x Address ' 7 y ' GAS - �/�/� Meter By " Date`s {. ELECTRI Meter -By- Date ' ��•'+ �' GAS ti ------ --- MeterByBy Date 1 ELECTR Meter By ea!j D� • t• !. JOB FINALED (Date) 0 Signature w F V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready; Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Discorinect 8. Utility Clearance 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 MOBILE HOME INSTALLATION (Plans) OK except #'s Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Soils; Compaction -Structure Stability 2. Footings; Size -Spacing -Marriage Line Pool Structure; Steel -Connections -Thickness Dead Men -Lining 3: Gas; MH Test -Demand -Valve -Connector Elec.; Receptacles and Lighting, Distance-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Pool Lighting; 15 Volts-GFI 5. Drain; MH Test -Fall -Flex Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 6. Water; MH Test -Regulator -Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 7. Water and Sewer -Connected -C/O to Grade -HD Approval Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 8. Gas and Electricity Tagged Health Department Approval 9. Tie Downs -Type -Installation Cert. Plumb.; Cir. Test -Water Supply Test 10. Exits; Insp.-Sketch Light Niche 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Date 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-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date a Underfloor (Plans) OK except #'s / . f --_.d17 _ I Date Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Pr ction Elec. Receptacles Spacing -Lights 8,Xwitches at Doors / 16. Size Boxes & No. of Conduct Stapled Romex Installe lose dge f Studs & C.J. 29!Equip. Ground made up w/Mech Fasten and s W 28. 2 Appliance Circuits in Kitchen & Conductor Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI ae' Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes O No Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. lot s Closet Light -Shower Light -Spa Light moke Detector P� Vol Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 351"A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation 24622 densate Drain & Overflow, Size & Grade Furnace -Vent Access-2Wg,' -Return Air Vent 1 t outlet / 39' Attic AccessKLPjatfojmjA Furnace in ptti Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 4 ails Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders 8 -Floor Nailing qgM Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing FRAMING (Continued) AO -Hangers -Post Caps -Anchors -Connectors }7 -6ing. Joist-Rttr. Ties-Purlin-Rott Brac.-Truss-Shting.-Rfng. ce Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm. Windows or Exiting Doors -Sill Ht. & Dimensions 51,A -rage Fire Protection Framing 5 roperty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection r 55 -Plywood on Roof Overhang -Attic Vents -Rafter Outriggers V. -Nailing Veneer 57. Stygco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 6f. Brae Interior/Exterior Wall Panels 7-I nsulation-Walls-Ceilings 62. I of i I trat io n- W al Is -Windows Date ng -Setbacks -Easements -Flood -Slope W 1 Date Ftg,; Main; Soils-Elec. Grnd.-/ / Ftg, pth Date 3.tg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth 4. 5. 6. Ftg., Porches & Decks; Soils -Steel-/ / Ftg. Depth Stemwalls, Main; Steel- Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts•Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pier replace Ftg.-Steel 67. .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 75. A.C. Duct in Garage -Damper Date 76. Card B-1 Date Card B-1 Date 77. Card B-1 Date Card B-1 Date 78. DUMBING (Permit) OK except #'s 79. Water Htr.; Vent -Access -Combustion Air Baffle 1.A- ater Pipe; Test & Anchor -Nail Protection 19,-ffV�V.; Test Fittings & Anchor -Nail Protection Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 20. Shower Pan; Test, First Floor -Tub Access Clearance Looked under Floor ❑ Yes 21. Tes b & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Cao B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Pr ction Elec. Receptacles Spacing -Lights 8,Xwitches at Doors / 16. Size Boxes & No. of Conduct Stapled Romex Installe lose dge f Studs & C.J. 29!Equip. Ground made up w/Mech Fasten and s W 28. 2 Appliance Circuits in Kitchen & Conductor Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI ae' Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes O No Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. lot s Closet Light -Shower Light -Spa Light moke Detector P� Vol Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 351"A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation 24622 densate Drain & Overflow, Size & Grade Furnace -Vent Access-2Wg,' -Return Air Vent 1 t outlet / 39' Attic AccessKLPjatfojmjA Furnace in ptti Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 4 ails Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders 8 -Floor Nailing qgM Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing FRAMING (Continued) AO -Hangers -Post Caps -Anchors -Connectors }7 -6ing. Joist-Rttr. Ties-Purlin-Rott Brac.-Truss-Shting.-Rfng. ce Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm. Windows or Exiting Doors -Sill Ht. & Dimensions 51,A -rage Fire Protection Framing 5 roperty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection r 55 -Plywood on Roof Overhang -Attic Vents -Rafter Outriggers V. -Nailing Veneer 57. Stygco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 6f. Brae Interior/Exterior Wall Panels 7-I nsulation-Walls-Ceilings 62. I of i I trat io n- W al Is -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 -Mach. 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 Instid./Drive J Yes 0 No/Walks ❑ Yes O No/Planters O Yes 0 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' I DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ryi o & 0(3-//65 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\ j Date 5, '7, Inspector REV 10/92 .- »� ^rte,.. ...-�-.• :y.rx•r.' x.�;" i !.✓ 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 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. COUNTY OF BUTTE BUILDING DIVISION t: DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER _//G 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, 7pie. se contact this office immediately. }t�n'04, j , .1/0 (�' c� 'j Pf : WAVIVA WJ 12' �o/�C rG�� (,fes Date v Inspector REV 10/92 , Al `COUNTY OFFZ:TTE =' BUILDING DIVISION X -N DEPARTMENT OF DEVELOPMENT SERVICES` r' 411 Main Street • Chico, CA • (530) 891=2751 7 County Center Drive • Oroville, CA • (530) 538-7541. ' . •c; CORRECTION NOTICE _ 1:; OWNER ; -NO. ,PERMIT A routine inspecti9 ndicates 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. IYyou have any questions pertaining to this matter, or need additional explanation please c act this office immediately. e WJ 12' �o/�C rG�� (,fes Date v Inspector REV 10/92 , Al ENGINEERED WOOD SYSTEMS Certificate of Conformance Certificate 054065 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. A o�° `W °°'''�. all J'�cJ�,♦G o Cal SEAL. = 3 i y • GO �*##SHIN G� *��` by J �" Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 98411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 FROM : LGIERKE INSULATION CO.,INC. FAX NO. 5308918560 LOERKE INSULATION CO., INC. 3205 Louis Ave Palermo May. 07 2001 02:02PM P1 INSULATION CERTIFICATE .-_ _City.. ...__..... Butte , ._.�ubdivisiori _.....LoLaumli r DESCRIPTION OF INSTALLATION 1. ROOF Material _ ... _ _.. Brand Name Thickness (inches) — Thermal Resistance (R -Value)_- . 2, CEILING Batt or Blanket Type Fiberglass .kms—._ .. _ Brand Name Johns Manville Thickness (inches)-... 12.25 Thermal Resistance (R Value) R-38 Loose Fill°Type _ Fiberglass _ Brand Name Johns Manville Contractorls min. installed weightlft sq._.. _ _—Jb. Minimum Thickness . inches. Manufacturees installed weight per square foot to achieve Thermal Resistance (R Value) _ 3. EXTERIOR WALL Material FiBrand Name Johns Mans tn Thickness (inches.. 3.5 Thermal Resistance (R-Valuel R-1 3 .. .. 4. RAISED FLOOR Materiat F&ergiass. am.. Brand Name Jo rm MaoYllie—_ Thickness (inches).. 6.6 . _ Thermal Resistance (R -Value) R-19 5. SLAB FLOOR / PERIMETER Material Brand Name _ — Thickness _ Thermal Resistance (R -Value) Perimeter Insulation Depth (inches)- inched6. 6.FOUNDATION WALL Material __ ..—. _ Brand Name— Thickness (inches)—_ — — — — Thermal Resistance (R -Value). DECLARATION I hereby certify that the above insulation was installed in the building e above location in conforma ce ica frith the current Energy Efficienc Standards for residential buildings tli m 2.4,Part 6, California Code o Regulations) as Indicated on the ficate of Compliance, where app l LOERKE INSULATION CO., INC. C.L#d99150 _ Gam- _ `� ` —Instslling�gtrbac�torrCo Namoe O)w r — Item #ks General Co '—installing Subcontractor_ (o Nam Zyr General Contractor (Co. Name) Or Mer Item ffs ' mature, DatQ Installing�gubc�nc�tractor `Co. NaimOOr Genera{ Gor actor (Co. Name) Or caner CO,.INTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 C6unty Center Drive • Oroville, California 95965 • Telephone (530) 538-754 /�PE IT NO. (Rev. 12/96) 0 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER i 027-26-0-017 ZONING A5 BUILDING PERMIT OWNER RONALD LORIMOR TELEPHONE SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 7605 RESERVOIR RD., OROVILLE CA 95966 2016 R 108 864-00 99R 11 Q'504 00 CONTRACTOR'S NAME ART CORONA TELEPHONE 534-0685 908 C, 9,7n4 -no CONTRACTORS MAIUNG ADDRESS 7655 RESERVOIR RD., OROVILLE CA 95966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 720-00 Plan Checking Fee $ BUILDING AO468-00 DRES &6L0UI5 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 77-0 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 15 QQ TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY (3 BEDROOM) Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 ' Mobile Home ISI GI W1 920.00 PERMIT FEE S 157.00 ELECTRICAL PERMIT Fling Fee 20.00 800V 0 Main Service 20.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �y �!1 r�`�Jy'�� License Class Lic. NX / / 777 Y) r w OWNER-BUILDEICLA A ON 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.5�FT. 89.05 pQIpT' MULTI-OUTLETUTS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex, Occup. OUTLET OR FIXTURES 20 0 ' 00 BAL. p .sI Ex. Occup. our�is RL.16.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 132.05 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating HEAT P 30.00 Cooling Hood 6.50 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation o ne hundred dollars ($100) or less.) 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' cein n I sof Cal'rfornia, and agree that if I should become subject to the w rs' comp n ation provisions of section 3700 of the Labor Code, I shall o ith comp I ith those provisions. X _ Date Signatur of Applican - wne Contractor ❑ Agent An OSHA permit is req Ji for excavations over 60" deep nd Clem I' ' n o on tr gtion of structures over 3 stories in height. f �- - '! / Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ VN 1629-55 HAZ. D. FEES IMP I FLOOD I COF PARCEL I Po X HD SU 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. B j 00-, �/09 y Dat/ 6 PERMIT EXPIRES ON D ( 7h i ete Receipt No. 294600 $1,622.55 '-'� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -r SPECTOR GOLDENROD -APPLICANT �►��1.� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '7 County'Centet Drive • Oroville, California 95965 • Telephone (530) 538-7541R � ((Rev.12/96) APPLICATION AND PERMIT ��n / A.sessok.AACELNUIl6j. a� - �O;~ v r 7 �°""° ABUILDING PERMIT W:" OONVAL CnON UMM LENDER'S L"" ADORESS ARCH"Cr OR EPXMN I ARC#TECT OR ENeNMR' WJUNO ADDRESS suILDM AWRESS .!:� LOT NO. '-1 I BUDOW MI NAAt USEOFSTRUCTURE SF O Duplex O Mobilehome O Other TYPE OF WORK New O Addition 0 Remodel 0sties 0 Installation O Descrlbe Work: � �1� 1-3 A ■���r/tis. .��_!� attt�i.7, 12 Fire lace Total Valuation i Filing Fee 20.00 Permit Fee Plan Checkina Fee S Energy Plan Checking Feet' i PERMIT FEE _ PLUMBING PERMIT Filtng FeQ7 20.00 Each Tr ( 7.00 7 7`�- Soler or heat pump water heater 23.00 Water piping 15.00 /3- Each gas water heater or vent 15.00 cz Gas piping svetem 1 - 5 outieti 15.00 0 Building sewer Mobile Home PERMIT FEE S ELECTRICAL PERMIT 000v OR LESS Main Service 200^ OR LESS Main Service 200^ TO 1000A NEW CONST. OWEi1JdO OCCUV. OR ADDNS. A �_ . — Ex. Occup. ( OUTIET OR FWTuRE9 Ex. Occup. �D APPL"'• DR OUTLETS ESID.) EA Temporary Service Mobile Home Facilities Misc. wiring PERMIT FEE S CAL REEWIT . 15.00 ^ @20.00 Fee 20.00 23.00 46.00 1.501°. _ P7.50 5.00 23.00 20.00 23.00 ee 1 20.00_ Hood 6.50 1(9 5 v Ventilation PERMIT FEt S (o . S L Mobile Home Installation Fee 1 $ cr Energy Inspectin Fee-,. _ W�j PoX PE Tik/ L FEES e.� O. :EE7(i Y) ��l `L V i�� rO 16S�t This permit is herebyll``isssue/pld under Ithe applicable provisions of the Butte County Code end/or Resolutions to do work indicated above for which fees have been paid. By Date -5-3— PERMIT EXPIRES ON (Wl•I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538=7541 PERMIT APPLICATION DATA SHEET OWNER: 56 ^ M n( ASSESSOR PARCEL ER: 7 4&0 ©% / Proposed Building Use: ti . Building Inspector: Date: O At time of permit application, I WA aFdvised the following data must be submitted prior to permit processing and/or issuance: Date Received By —;jj�_All items have been submitted.------------------------------------------------------------------------------------- plans, 3/4 sets, signed by the preparer of plans. ------r------------- ------------------------------------- plete plans, 3/4 sets, signed by the preparer of plans. -- �3 -- --5.0 T,�A S neered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- o� neered truss details and layout in duplicate (required prior to plan review) No faxes!------�-- - gy Design Compliance and supporting documentation.----�'3=�--iQ----�G�%-P--------- Statement of Intent for Non -Heated and A/C Buildings. El 8. Hazardous Material Form. ❑ 9. anufactured Home data and installation instructions including Tie Down s ' ees of $ ------------------------------------�,� _ Impact fees as shown on the attached schedule.---------SO California Department of Forestry plan approval /fees. -❑ 3. Flood elevation certificate. ---------------------------------------Sanitation and plot plan approval Q Health Department. ------- 5. City of Chico plumbing permit. ----------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ Planning approval for (A) Use: �J (B) Parking: -------------------------- Contact Land Development about dImprovements, ElDrainage Legal Parcel. ------------ Pt ncroachment Permit for driveway (construction approval prior to occupancy). --------------------------- 0 20. Pre -inspection for required Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 1122. Workers' Compensation carrier and policy number. --------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). E0124. LVer of signature authorization. ------------------------------ �# R orded copy of:Agricultural Acknowledgment Statement. 1326. Letter of intent on building use. -------------------------------- El 27. --------------------------- ❑27. Manufactured Home utility clearance. --------------------------- 028. Existing violations and/or expired permits. -------------- ------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ _ (Date) E130. Other:------- Wh you issue the permit, process as follows ❑ Mail to owner, ❑Mai to contra to . �Sj12eVCj. 12&e/�ZV /0 61Otg�� Telephone J�J?�E ` 0(09 `' and hold f pickup at Q Deliver inspectors,/ J -i O� Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By_ Copy of plans sent ❑Health Department, ❑Fire Departm nt, 'Othe Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. al items required: SZ S VV ee0o2L ontract , designer, owner" advised of the above required data by ❑ phone, ❑ mail, Building ivi ion counter, b Date: oZ on actor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by . Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was vised of the above req4ired data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: 2r Date: — Sets of plans on hold in ❑ Plan Cabinet, ❑.P. folder.. Note transfer by: Date -.=(v Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER 40 U A.P. # —7r 0 PROPOSED BUILDING USE DATE 'M1 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ 0N--2. SCHOOL DISTRICT FEES 1(0 O L � (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360:00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit These fees may be APPLICANT RECEIPT # DATE REC I was adtikd the above fees are'required to be paid prior to issuance of the building permit. firing the 1 checking process. DATE �� Pursuant to Government Code Section 66020, ),ou/are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your . project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) �J Y Q BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One•torm per Building) V School District 1'7 S Building Department No. A.P. Number ` a(p Jurisdiction: City County Property Owner (}y / jr}w f/-' Property Location/Address Subdivision Lot No. Residential Development ................................................................................................................. : Sq. Footage %I c No o Living Mobile Home Addition/ •Supplemental to (Group R)'1 - Units Installation Conversion Permit #-' _•(No foundation inspection): Commercial/Industrial r Sq. Footage New Addition (Including Exterior Roofed Areas) --x x2a u !� Building bepadment Representativ& #1 Date 01 (Floor Plans reviewed by School District Personnel) 010040 � District Identification No. V 1 N O 4 0 ` �V (� (Qr 1 ✓l l ll�� (� School District certifies that UF} (Street Address) n -.. (Applicant) { (Phone Number) (City) *'• (State) / (Zip Code) has complied with the requirements of Resolution No. I O — Q v b payment of $ )U::::), Q(. / Y P Y represe ting t 1 �V square feet. AB 2926 / ` FULL' MITIGATION; •-Y� s <'�-: �w—�:.:-=:� n 1. u6u- School District Representative Paid by Check '# V�i Remarks: l () —1 coo-- n o Date Notice: You may protest the imposition of the fees identified, above by submitting a written protest to the District, in compliance wth Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will provibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Disarict is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (scht�ic ool diitlr i ` fesform.xls (10/98)dmm . � � w Jr./ ✓ lL� E.H. USE ONLY Plot Plan Attached Floor Plea Attached Sent to B.O. —!_� =;Z- TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance -run' -y— .3205 Lr�ti Owner Location AP# Plan Approved for: Sewage Disposes „ lWater Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Public Private Well l N En ironmental Health Specialist Date 8/96 .n 7 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 17 -Oct -2000 2000-0040016 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: 9- 9 -gid ©,27-�60-0,7 Loot Q. CALIFORNIA AL1 -PURPOSE ACKNOWLEDGMENT State of California) Optional Section g County of Butte Capacity Claimed by Signer Though venae don not require the nouryto fill in On before me, JMITH M. WILLIAMS the data below. doing so my prove invaluable to person(s) relying on the docum m a Notary Public, personally appeared.: _ _ r'ylNnrtfrritlat. 1 CORPORATE OFFICER(S) [) personally kn#n to me OR K proved to m"n the basis of satisfactory evidence to be the person(s) whose name(s) Jr/are Tide(s) subscribed to the within instrument and ;t b t!�'tt i •Le ! acknowledged to me that b4trhe/they [) PARTNER(S) [)LN TED executed the same int 6i wWtheir authorized [) GF.ENFRAL capacity(ies), and that by i3s4ker/their [) TRUSTEE(S) FACT signatures) on the instrument the person(s), [ TRUSTEES) GUARDIAN/CONSERVATOR or the entity upon behalf of which the [ OTHER. person(s) acted, executed the instrument. [ 1 WIITN "Idoffici SIGNER IS REPRESENTING: ,. Nam of Person(,) or Fntity(ies) / C Signature of Notary OPTIONAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT THE DOCUMENT DESCRIBED AT RIGHT. NUMBER OF PAGES: DATE OF DOCUMENT Though the dau tequated but is not required by law, k could pteve t fraudulent attachment of this forth SIGNER(S) OTHER THAN NAMED ABOVE LEGAL DESCRIPTION Lot 2, in Block 124, and that portion of Lot 3 in Block 124 lying West of the dividing line between Lots 2 and 3 of Block 124 projected due South to the new line of Daly Avenue, and all that portion of Lot 1 of Block 125 lying North of new line'of Daly Avenue all as shown on that certain Map "Map of Subdivision No. 3 of the Palermo Citrus Tract, Butte Co., Cal.", which Map was filed in the Office of the Recorder of the County of Butte, State of California, January 2, 1889. EXCEPTING THEREFROM the interest of the County of Butte, acquired in a Deed recorded November 17, 1931 in Book 1217 of Official Records, at page 490. � • NSI �� i?b "c� � vc�Uru� � wi•�t�v�v ��'�ro � ���t-d� �,viYlcL�ii '�� nom. ��✓' �Gt /i STRUCTURAL DETAILS: .A'-- Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2: Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). LP�orch tory requiring balloon framing and/or engineering. story building requiring engineered calculations and plans. ation plan complete enough to construct building. construction details complete enough to construct building. ions and wall construction details complete enough to construct building. onstruction details complete enough to construct building. ties or bearing ridge beam. ace construction details and calculations if necessary. e door header size(s). header size(s). tud heights. Expansive soil — special foundation design required. f'Gypsl etaining walls requiring design. pedal Inspection requirements. er sizes.. m wallboard nailing inspection required. CELLANEOUS ITEMS: Stairway details — Iandings, rise and run, head clearance, handrails (Uniform Building Code section Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). �Ezterior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). . - Roof covering type - (fire hazard). Foam insulation - protection. 36",halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). .. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Aftic'access and ventilation (Uniform Building Code section 1505). -mbustion air for fuel burning appliances - LPG requirements. nergy design compliance and supporting documentation. hing at all exterior openings. DF responsible area requirements. uilding Pe ements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. _ Use Permit conditions.: 17.6. Sub-Standard Housing letter. ` f �.Oe _ . -.... - - Z. QZ-, Page 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANF'OUS ONLY Owner: /yj/ Building Permit Number: b-- . Plans Examiner: A P. Number: f;jENERAL: Zoning requirements - (number of permitted living units). Building permit valuation Tans signed by the designer. roper description of work. on the application. . Existing violations on the property. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood ha7ard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees)... FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). 1-6 I azing in Hazardous locations (Uniform Building Code section 2406).' quired room sizes and ceiling heights (Uniform Building Code section 310.6). CI in baths, garage, kitchen, wet baf, and exterior receptacles (NEC 210). ohibited locations of gas water heaters (Uniform Plum—Ming Code 509& 1213.5). ohibited locations of gas heating'equipmei (Unifoi& Mechanical Code 304.5). rage fire«all separation -required on garage side mcTuding supporting *Alh'and posts (Uniform ilding Code section 302.4 exception #3). ood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). moke detectors (Uniform Building Code section 310.9.1). ater closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 August 9, 2000 Linda Simpson Go Dept. of Development Services, Building Division 7 County Center Drive Oroville, CA 95965 To Whom It May Concern: I have I reviewed the Longfellow'truss calculations for the Lorimor residence. The trusses are in conformance to thelateral system for the over-all structure. Sincerely, Mike Hu ey P.E.P - -------------------- e& _2e �4 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items. we will not be able to accept your re -submittal for review. There must be a va: response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the planecalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND REMN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ®/U L/�S'/p If--- /a"/D -- ASSESSORSPARC EL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: Lb _ -0� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: d l r 4940 W60V�O�►,S -C� =6 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:ezG =6 PLAN CHECK ITEM # RESPONSE BY: 17 ,I4l v *1106 LOCATION ON PLANS/CALCS: COMMENTS: OAF E 0 e =6 PLAN CHECK ITEM # 4�1 RESPONSE BY: 4 1 e 4!7006 17)4 , LOCATION ON PLANS/CALCS: 6-1, COMMENTS: L! s� PLAN CHECK ITEM # RESPONSE BY. LOCATION ON PLANS/CALCS: to COMMENTS: R7 r ' r• , ;_ PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va' response to every item requested in our plan conation letter. "By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the planskaics. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME I DATE: 6�S /D ASSESSORS PARCEL NUMBER PERMIT NUMBER 4*Z7 -2�6P -d/7 RESPONSE FOR PLAN CHECK LETTER DATED: !D '-z- ---c�� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: !� '' pz .Oew w PLAN CHECK ITEM # 7 RESPONSE BY: 400-1 LOCATION ON PLANS/CALCS: COMMENTS: �'' "b�//� OM CHECK ITEM # (RESPONSE BY: ITEM # IRESPONSE BY: TION ON PLANS/CALCS: ION ON PLANS/CALCS: PLANS/CALCS: PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal• this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va' response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the pWWcalcs — ?N)'d Z1,5 !SSORS PARCEL NUMBER 6Z-? - *260 -017 E FOR PLAN CHECK LETTER DATE -2,7-b6 ;MIT NUMBER � 1 /fes PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALC-S: COMMENTS: je r PLAN CHECK ITEM # RESPONSE BY: 4 LOCATION ON PLANS/CALCS: CAP011111 Ire COMMENTS: je r PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: � , COMMENTS: ` /JOV , je r PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ------------ COMMENTS:• je r PLANS/CALCS: PLAN REVIEW RESPONSE FORM ' —In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. I this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali, response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the plans/calcs- ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, ASSESSORS PARCEL NUMBER PERMIT NUMBER 0Z7- 1&0 0 / 7 00 "1161<:; FOR PLAN CHECK LETTER DATED: g -/ 6�- a6 PLAN CHECK ITEM # "/ RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S� T COMMENTS: _ W -7-29 PLAN CHECK ITEM # RESPONSE BY: ,g . ���ti� RESPONSE BY: �1 LOCATION ON PLANS/CALCS: COMMENTS: _ W -7-29 PLAN CHECK ITEM # 7�C .3 RESPONSE BY: ,g . ���ti� RESPO E BY: LOCATION ON PLANS/CALCS: w 1,.-,v.o0k)- ' COMMENTS: �� GU!/LI 011litl•S ��Z - DLJ �G!��I PLAN CHECK ITEM # RESPONS BY:LOCATI � RESPO E BY: COMMENTS: LOCATION ON PLANS/CALCS: �sk�yl��.� COMMENTS: PLAN CHECK ITEM # Z RESPONS BY:LOCATI � N ON PLANS/CALCS: _/� pL d � l' �7 1,000 COMMENTS: PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. I this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali, response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, 6�7 - z&o -917 PLAN CHECK LETTER DATED: 9 --el, o e9 NUMBER oo-//&F PLAN CHECK ITEM # RESPONSE BY: 4-t drzon)�o- LOCATION ON PLANS/CALCS: ., G v COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONS BY:. �y LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: Z PLAN CHECK ITEM # RESPONSE BY: cow LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: Z PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: . LOCATION ON PLANS/CALCS: COMMENTS: Z PLAN CHECK ITEM # RESPONSE BY: LOCATI N ON PLANS/CALCS: COMMENTS: �. PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. I this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali. response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. ASSESSORS PARCEL NUMBER rLKM11 NUMOCR ro7- e40 W 7 e l - //0 R PLAN CHECK - /(/- D 6) PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: G 7-_C PLAN CHECK ITEM # ? RESPONSE BY: 0' `T//I/1TIU LOCATION ON PLANS/CALCS: COMMENTS: G 7-_C .EW PLAN CHECK ITEM # �3 RESPONSE BY: , 64 LOCATION ON PLANS/CALCS: -�11141e�yd COMMENTS: COMMENTS: ��G g! 4" PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ��G g! 4" PLAN CHECK ITEM # RESPONSE BY: LOCATI N ON PLANS/CALCS: COMMENTS: Oroville, CA 95965 August 14, 2000 Art Corona 7655 Reservoir Road Oroville, CA 95965 Assessor Parcel Number: 027-260-017 Building Permit Number: 00-1169 Owner: Ronald Lorimor (530) 538-7541 (530) 538-2140 FAX This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART – I Provide additional information and/or make revisions to plans, specifications and calculations as follows: X I calculate 1950 square feet of living area, you show 2016. Please recalculate to see if we agree. _2— Your bathroom downstairs does not comply with the 1997 UPC. You need 24 inches clear in front of the water closet and your shower must have 1024 square inches of floor space and be capable of encompassing a 30 -inch circle. Please revise the plans. _J- Please put all window sizes on the floor plan. 'Please provide a new front elevation, which matches the floor plan. ��lease provide two complete sections through the house, front to rear through the two-story section, and lengthwise, showing framing member sizes, etc. Your insulation values from the energy calculations should be on this section also. -(--'Please provide a roof -framing plan. �I'lease provide ALL header sizes on the plans. ,1�–Your detail sheets are not included in the plans. Please provide them. —W/A ;&--I believe you put the beam size, which supports the second floor at the garage at the garage �door opening location. Please revise the plans and include the garage door header size. �' 1xi1t your ceiling is vaulted at the right wall, you must balloon frame, and 2x6's are required if they are taller than 10 feet. . Please change the building setbacks, side and rear, to 30 feet on the plot plan. A0, 12. Your plans show a heat pump, your energy calculations call out a split gas system. Please coordinate. If you are using a split system, please put the location of the furnace and AC unit on the plans. If the furnace is in the attic, provide a truss detail loaded for the unit. If you are using a heat pump, please provide new energy calculations. —e -you using 4x4 posts or 6x6 posts at the porch? Your plans show both. �Qur parcel is in an area of highly expansive soil. Please have an expansion index test done by a qualified professional, and if the index is 20 or greater, an architect or engineer must design your foundation. 15.. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - U The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 3 Plot plans, signed by the person that prepared the plans. 2. Provide 3 sets of complete plans, signed by the person that prepared the plans. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 4. Pay impact fees: 4.1. Complete and return the Butte County School Impact fee certification form. 4.2. Sheriff fees = $360.00. 5. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 6. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541. between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, I Linda Simpson Plans Examiner 2 of 2 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your resubmittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yot response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGmAi e� ...�. "%JMDGR 0`2'7`/? -&o -Dl Ktb?'UNJt 1 -UK LAN HLUK Lt I I LK UA I LU: PLAN CHECK ITEM X 1y1� pp RESPONSE BY: ///1 C' LOCATION ON PLANS/[CAALCS: c�1�7 /- 2�/�� r COMMENTS: PLANCHECK ITEM # a RESPONSE BY: LOCATION ON PLANNNS/CALCS: COMMENTS: PLAN CHECK ITEM N 14�� 1? -f COMMENTS: PLAN CHECK ITEM N RESPONSE BY: /a LOCATION ON LANS/CALCS: October 2, 2000 Art Corona 7655 Reservoir Road Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-1169 Assessor's Parcel Number: 027-260-017 This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: ®unrrW W4U cWLF Indicate the required length and location of each shear panel on the plans. D�t 2. The plans indicate Simpson A35 clips are to be installed at 4' spacing along the eaves and gable ends. Please verify that this spacing will adequately transfer the lateral forces shown in the structural calculations from the roof diaphragm to the walls. 3. Please address anchor bolt spacing and provide adequate size and spacing of anchor bolts on the plans. The shear wall schedule and the cross sections on sheet 3 of the plans specify 5/8" anchor bolts are to be installed. The footing details on sheet 6 indicate that Y2" Q. anchor bolts will be used. Please clarify. Please key all details to the plans. The details shown on sheet S-1 are either not keyed to /the plans or are keyed incorrectly. WThe structural calculations specify 3" edge nailing and 3x framing members along wall line B \0\ near the entryway and the living room. The shear wall schedule indicates 4" edge nail spacing. Please clarify. Provide 2'x3'x12" concrete footing with (2) #4 rebars to support the 51/8"x161/2" 24F -V4 garage beam as specified in the structural calculations. -?X3 X /Z Provide engineers wet stamp on all plan sheets containing engineering requirements. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Linda Simpson on September 12, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact Linda or me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc:, Michael Hubley, P.E. September 12, 2000 Art Corona 7655 Reservoir Road Oroville, CA 95965 Department of Development Services 'Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 027-260-017 Building Permit Number: 00-1169 Owner: Ronald Lorimor This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calcu_ations as follows: Your calculations call for large footings under the beam across the garage which supports your second floor and roof. Please put these on the plans. Have the engineer stamp this sheet of the plans. �Y There are many areas where you have conflicting beam sizes on the plans. Please coordinate all beam sizes. Please provide a truss designed to carry the mechanical unit in the attic. Please have the engineer stamp sheet 3 of the plans, since he designed the tall 2x4 studs. 5. Your plans have been put in the line-up for our plan check engineer to review. He may have other items to correct and will provide a separate list. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1 of 2 I . Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Pay impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental. Health Department.. 4. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached c=Zecklist must accompany corrected items. Sincerely, G� Linda Simpson Plans Examiner 2 of 2 August 14, 2000 Art Corona 7655 Reservoir Road Oroville, CA 95965 Assessor Parcel Number: 027-260-017 Building Permit Number: 00-1169 Owner: Ronald Lorimor (530) 538-7541 (530) 538-2140 FAX This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART - I Provide additional information and/or make revisions to plans, specifications and calcu_ations as follows: I calculate 1950 square feet of living area, you show 2016. Please recalculate to see if we ree. Ac.Your bathroom downstairs does not comply with the 1997 UPC. You need 24 inches clear in front of the water closet and your shower must have 1024 square inches of floor space and be _,capable of encompassinga 30 -inch circle. Please revise the plans. Please put all window sizes on the floor plan. Please provide a new front elevation, which matches the floor plan. 5 Please provide two complete sections through the house, front to rear through the two-story section, and lengthwise, showing framing member sizes, etc. Your insulation values from the energy calculations should be on this section also. f Please provide a roof -framing plan. Please provide ALL header sizes on the plans. 8. Your detail sheets are not included in the plans. Please provide them. 9. I believe you put the beam size, which supports the second floor at the garage at the garage door opening location. Please revise the plans and include the garage door header :size. 10. If your ceiling is vaulted at the right wall, you must balloon frame, and 2x6's are required if they are taller than 10 feet. -t -Please change the building setbacks, side and rear, to 30 feet on the plot plan. ® 0 12. Your plans show a heat pump, your energy calculations call out a split gas system. Please coordinate. If you are using a split system, please put the location of the furnace and AC unit on the plans. If the furnace is in the attic, provide a truss detail loaded for the unit. If you are using a heat pump, please provide new energy calculations. 13. Are you using 4x4 posts or 6x6 posts at the porch? Your plans show both. 14. Your parcel is in an area of highly expansive soil. Please have an expansion index test done by a qualified professional, and if the index is 20 or greater, an architect or engineer must design your foundation. 15.. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 3 Plot plans, signed by the person that prepared the plans. 2. Provide 3 sets of complete plans, signed by the person that prepared the plans. 3. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 4. Pay impact fees: 4.1. Complete and return the Butte County School Impact fee certification form. 4.2. Sheriff fees = $360.00. 5. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 6. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:OO p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 July 26, 2000 Art Corona 7655 Reservoir Road Oroville, CA 95965 4-0epartment of Develo n0int Services P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 027-260-017 Building Permit Number: 00-1169 This office reviewed building plans for the permit application referenced above. The flan examiner's comments are listed in PART -I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. 'Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Your bracing is not on the plans. Please put all bracing on the plans, put the engineer's requirements on the plans, and have him stamp and sigh the plans. 2. Please have the engineer provide a letter that he has reviewed the trusses and they comply with his design. 3. There is a 30 -foot side and year setback required for this house. Plan check has not been done. Plan review will. continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Impact fees 2. Recorded Ag Statement Health Department Clearance is required. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 Verticaffechnology XAA r Engineering -/v Tecc 3650 Morrow Lane, Chico, CA 95928 h Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: Art Corona Project: Lorimor Residence Location: Reservoir Road, Palermo, CA Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized ih writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department' standards. PROJECT ENGINEER_ 1 _ DESIGN OF Michael Hub�ey CIVIL ENGINEER DATE- PAGE t Jv VerTech Engineering Project: C_y/Z i ,, , u Page: Engineer: h.; Date: Design of: Shear Walls Panel Shear Walls Total Line OT overturning Righting Net Wall Length Lenqth Load/ft Edge Nail Moment Moment M/D LoE i.....................:.........26.............o32..................... 87.....................{ ............... ...... 2721.6........122880.........-2606...... ...............................2{28..� dG32 8� 27216 122880 -2606..... .. y.. ..................................................................................................... ............. 3 t1 25 164 6 29484 56250 -846 ............................................................................................................................................................................................................................ A 30 30 .......24 ....................1.0.1....... 6...... ........36288.........51840............-432....... .............................................................. ....... B 13 27 .26 233 q 36288 60840 -710 L° .�............................� 33. . ��1, 43:5..................125 iJ.....................59004.......283838........-451.6...... E tz 239y83� �� 43.5 147 71253 283838 -4235 ................................................................................................................................................................................................................................. A4 1.4 /Z .........24 264 50191 63360 -285 8 4 286 1.10278 1440 2246 �S� FtooR vq % OT Grav Load Opening Opening Opening opening Opening Load Height per ft. Length Height OT MMT Rt MMT M/D 2268 12 240 10 3 2617 12000 -818 2268 12 240 14 8 9072 23520 -864- 2457 12 180 3 4 1965.6 810 412�� L 3024 12 180 4 10 4032 1440 6846.»�lt'`'' 3024 12 180 3.5 8 6513.231 1102.5 157749. 0 0 #DIV/0! 1264 9 300 6 6 4498.636 5400 ••60 2625 9 300 17 8 19979.09 43350 -1120 2284 9 220 3.5 6 5542.8 1347.5 1237�-(�f 2284 9 180 4 9 10278 1440 2246c,-4Ds PROJECT ENGINEER DESIGN OF Michael Hubley CIVIL ENGINEER DATE PAGE 71) V 1997 UBC Wind Loads VerTech Engineering Project: 6@p®dw Residence Comments: Wind Speed: 75 mph Exposure: B ❑ One Story or Partially Enclosed Multi-StoryStructure Primary Frame Method A WindwardWall .................................................................................................... Leeward Wall .......;.i.......................................................................................... Roo Importance Date: 8/2/00 Elevation Elevation Elevation 10 25 35 7.2 8.3 9.3 .........................................................................._................... ................................................................................................... -5.2 5.8 Leeward or Flat Roof -6.3 -7.3 -8.1 . ..................................................................................................................................................................................... Windwar..d ..Ro..of SloP...e.,<2: �-6.3 -7: 3....... ................................... -8.1 . ............... ................................................................................................................... 2:12 to <9:12 -8.1 2.7 .:9.4 3:1 .... -10:4 3:5 .... .............. ..............................................................................................6..... 9:12 to 12:12 6.............. .............. .......................................................................................3:6.........................4:? 12:12 .........I...............4: ......................................................................................................6.3.... Wind Parallel to Rid9e.......................................................... -6.3 ..... ....................................................................................................... -1.3 -8.1 Method B On Vertical Projected Area Structure <= 40' High.............................................................................. 13.5 15.0 .... .... ..........:.....................................................................1.1.:7 Structure..>..40..H!�h�.�:6.......................�:4:6.......................16:2 ................ ....................................................................... On HorizontalProjected Area -6.3 -7.3 8.1 .... Elements and Components'not in areas of discontinuity Wall Elements All structures 10.8 12.5 13.9 ......................................................................................................................................................................................................... Enclosed and Unenclosed Structures -10.8 -12.5 -13.9 ............................... Partiall•..Enclosed •14.3 -16.7 '*. "****i'.'.'*'*"**** -18.5 ......... .................................................................................-'i-.. J.......................*i'. Parapet Walls:?......-13:5.....13:5......-15..x.....15:.... -"..5--........-*......... ..........................................................................'......:�....... Roof Elements Enclosed and Unenclosed Structures SloP..e.`�:1-11.7 -13.5 -15.0 . :1 ......................: ....................................................................................................................................................... 7:12 to 122 -11.7 11.7 -13.5 13.5 -15.0 15.0 . ................................................................................................................................................................................................... Partially Enclosed Stop 15.2 Slope„<2:. -17.7 -19.7 ............................................................................................................................................................................... 2:12 to 7:12 -14.3 7.2 -16.7 8.3 -18.5 9.3 ....................................................................................................................................................................................................... >7 12 to 12:12 -15.2 15.2 -17.7 17.7 -19.7 19.7 ......................................................................................................................................................................................................... Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -15.6 12.5 -17.4 13.9 ............................................................................................................................................................................................................. Roof Eaves, rakes or ridges without overhangs -20.6 SloP..e...<2: �?..................-...........................................-*,2-,... "*"""*** -24.0 '*** ****,. '*7**,*l"**"*'* -26.6 ................................... ......................... 2:12 to 7:12 -23.3 -27.1 ..................................................................................................................................................................................................... >7:12 to 12:12 -14.3 -16.7 -18.5 Slope.<2:1.2 at overhangs: canopies ................................. -25:......................-29:..................... 32.:4........... 1997 UBC Static Seismic Forces VerTech Engineering , 4)Ae0.YJQ-- , Project: -dftte Residence Date: 8/2/00 Comments: Units: Kips & Feet (UNO) Zone = 3 Soil type = Sd E Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 18 HEIGHT TO ROOF) Ct = 1 =•020 FOR ALL OTHERS P= 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)"4 r= max element/story shear ratio Max TB = 1.4*TA 1<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 VEQ = (CV*I`W)/(R*T) r Ab= ground floor area of structure Ft = 0.07*T'V (If T<.7, Ft=O) Ft = 0.00 METH A METH 8 EQ: T = 0.175 0.217 Cvl/RT = 0.5618 0.4525 V/W: VEQ = 37.6 30 V: Ft = 0.00 LEVEL STORY HT 11 *Ca*I 2.5*Ca*I/R 11.0 0.0396 0.1636 2.7 11.0 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E EQ MOT Diaphragm ROOF 9 18 47.8 860 9.2 9 82 9 10th 0 9 0 0 0.0 9 82 0 9th 0 9 0 0 0.0 9 82 0 8th 0 9 0 0 0.0 9 82 0 7th 0 9 0 0 0.0 9 82 0 6th 0 9 0 0 0.0 9 82 0 5th 0 9 0 0 0.0 9 82 0 4th 0 9 0 0 0.0 g 82 0 3rd 0 9 0 0 0.0 9 82 0 2nd 9 9 19.2 J 173 1.8 11 181 3 1st 0 0 0 0 0.0 11 181 0 1 of 1 1000 SOLID BLOCK TYP. EDGE NAIL @ KING STUD, WINDOW. SILL AND BLOCKING IN ADDITION TO SHEAR WALL NAILING REQUIREMENTS. I I WALL REINF. @ OPENING 411 7 OLID BLOCK TYP SILL PLATE u SOLID r l EAVE DETAIL 305 GABLE END SHE SE Qf 0 GABLE END 307 A9 VerTech Engineering Project: Engineer: r'ti Design of: Shear Wall Schedule Page: Date: / A 6" o.c. edge nail 60, 4" o.c. edge nail 3 3" o.c. edge nail, when abutting edges are nailed to 1 framing member, use 3X member 390 and stagger nailing 2 2" o.c. edge nail, when abutting edges are nailed to 1 framing member, use 3X member 510 and stagger nailing 4/2 4" o.c. edge nail, double shear 600 when abutting edges are nailed to 1 framing member, use 3X member and stagger nailing 3/2 3" o.c. edge nail, double shear 760 when abutting edges are nailed to 1 framing member, use 3X member and stagger nailing 2/2 2" o.c. edge nail, double shear 1020 when abutting edges are nailed to 1 framing member, use 3X member and stagger nailing Notes: 1 Use 3/8" or 1/2" APA rated sheathing, plywood or OSB (or 5/8" T-1-11 siding) 2 Where a wall is "double shear" apply sheathing and nailing requirements to both sides. 3 Use 8d common (or 10d box or gun) nails, field nail at 12" o.c. 4 Edge nail at top plate, sole plate, mud sill, all posts and all studs with holddowns. 5 Use (12) 16d sinker nails at top plate splices U.N.O. 6 Where holddowns are attached to double studs, nail studs together with 16d sinkers at 4" o.c. 7 Strap plates across all beams with Simpson ST6224 with 16d sinkers. Holddowns 1 bolt holddowns to (2) studs u.n.o. 2 bolts embedded in concrete: HD2A SSTB 20 HDSA SSTB 20 HD6A, HDBA SSTB 28 HD14A 1" diam. All thread w/ nut, embed 36" 3 Lap splice all HD bolts to (1) #4 vertical developed into footing (lap length embedment length of SSTB) 5/8" A.B. in 2X sil plate: 790 * 1.33 = 1053 #/bolt (350#/ft max) 5/8" A.B. in 3X sil plate: 1040 * 1.33 = 1387 #/bolt VerticalTechnology Engineering 3650 Morrow Lane, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com .Structural Calculations Client: Art Corona Project: Lorimor Residence Location: Reservide Road, Palermo CA Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. PROJECT ENGINEER DESIGN OF Z,0(2-IfAL7� Michael Hubley CIVIL ENGINEER joFWce Vt�4'P- r A� DATE 4 -loo PAGE I ------------ -z Aj,.) C. VA C4 P - V., cyVr VA L i. iVe 7- �rof 2 N C) (sI,a� - . VerTech Engineering Project: 6WI A- QE Page: �Zi Engineer: i► • in Date: Desian of: Shear Walls Panel Shear Wails Overturning Rightinq Net Wall Lenath Load/ft Edae Nail Moment Moment M/D QfL 11 >jdSA 3 L " h . PA p tSAMS c%� q LJ/ 16d 5,ek~ VerTech Engineering Project: Engineer: n of: Shear Wall Schedule Page: Date: 6 6" o.c. edge nail 200 4 4" o.c. edge nail 300 3 3" o.c. edge nail, when abutting edges are nailed to 1 framing member, use 3X member 390 and stagger nailing 2 2" o.c. edge nail, when abutting edges are nailed to 1 framing member, use 3X member 510 and stagger nailing 4/2 4" o.c. edge nail, double shear 600 when abutting edges are nailed to 1 framing member, use 3X member and stagger nailing 3/2 3" o.c. edge nail, double shear 780 when abutting edges are nailed to 1 framing member, use 3X member and stagger nailing 2/2 2" o.c. edge nail, double shear 1020 when abutting edges are nailed to 1 framing member, use 3X member and stagger nailing Notes: 1 Use 3/8" or 1/2" APA rated sheathing, plywood or OSB (or 5/8" T-1-11 siding) 2 Where a wall is "double shear" apply sheathing and nailing requirements to both sides. 3 Use 8d common (or 10d box or gun) nails, field nail at 12" o.c. 4 Edge nail at top plate, sole plate, mud sill, all posts and all studs with holddowns. 5 Use (12) 16d sinker nails at top plate splices U.N.O. 6 Where holddowns are attached to double studs, nail studs together with 16d sinkers at 4" o.c. 7 Strap plates across all beams with Simpson ST6224 with 16d sinkers. 8 bolt holddowns to (2) studs u.n.o. 9 Lap splice all HD bolts to (1) #4 vertical developed into footing (lap length embedment length of SSTB) 2X sil plate: 790 * 1.33 = 1053 #/bolt (350#/ft max) 3X sil plate: 1040 * 1.33 = 1387 #/bolt "146 s st{&✓N 0" PW -5 a sTP SPA -C(06 Verdcaffech noogy Engineering 3650 Morrow Lane, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: Art Corona Project: Lorimor Residence Location: Palermo Attention: This engineer is not responsible .,for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system ,not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the .latest edition of the Unform Building Code, and local building department standards. Al , PROJECT /co"o Ir, /1V%Z ENGINEER /174 DESIGN OF cy/9o<& Michael Hubley CIVIL ENGINEER 6�A/2 A G C 6 41'k 2 q 0 rl &fix P-Goct, GALL /(2 ' Y �,1�j G l.,Of,s� 23 3 3Coo Y' Verticaffechnology Xr Engineering Tc 3650 Morrow Lane, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations r , Client: Art Corona Project: Lorimor Residence t Location: Reservoir Road, Palermo i r Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any -structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. { PROJECT ENGINEER DESIGN OF. y j, r - Michael Hubley CIVIL ENGINEER DATE PAGE 41 . rte'-..,�sti...e• J �„S .. lye- - - �.vr�s, f. ft4 CORS T-A4r1\1 .1 PROJECT ENGINEER— .DESIGN OF Michael Hubley CIVIL ENGINEER (7,0 DATE PAGE 1997 UBC Wind Loads - VerTech Engineering Project: Corona Building Date: 8/31/00 Comments: Wind Speed: 75 mph Importance: 1 -7.3 Exposure: B ❑ one Story or Partially Enclosed Multi -StoryStructure 3.6 3.9 4.2 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8.3 ............................................................................................................................................................................................................. Leeward Wall -4.5 -4.8 -5.2 .............................................................................................................'.................................................................................... Roof Leeward or Flat Roof -6.3 -6.8 -7.3 ........n'-.................................................................................................................................................................................... Windward Roof SIoP..e...<2: 1:.........................................................................................-6.3 ............................................................................... -6.8 -7.3 2:12 ............................................................................................................................................................................................................. 9:12 to 12:12 3.6 3.9 4.2 ............................................................................................................................................................................................................. >12:12 6.3 6.8 7.3 ............................................................................................................................................................................................................. Wind Parallel to Ridge ........................................................................................................................................................... -6.3 -6.8 -7.3 Method B On Vertical Projected Area Structure <= 40' HiBh 12.6 13.5 .............................................................................................................1.1.:7 Structure>40'..H!9!?.......................................................................�.�:6.......................x.3:6.......................14:6............ .............................................................................. On Horizontal Projected Area -6.3 -6.8 -7.3 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 ........................................................................................................................................................................................................ Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 ............................................................................................................................................................................................................. Partially Enclosed...........................................................................:14:3 ............................................................................... -15.5-16.7 Parapet Walls ............................................................................................................................................................ -11.7 11.7 -12.6 12.6 -13.5 1 3. 5 Roof Elements Enclosed and Unenclosed Structures ' S!9 .e..<7 1.............................................................. .................................................................................................................. -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 ............................................................................................................................................................................................................. Partially Enclosed S!9 .e..<2 �..................................................................................... -15.2 .... ...................................................................................... -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 ............................................................................................................................................................................................................. >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13:5 10.8 -14.5 11.6 -15.6 12.5 .................................................................................................... Roof Eaves, rakes or ridges without overhangs S!9 �? -20.6 -22.3 -24.0 .e...<2 ....................... ......................................................................................................................................................... 2:12 to 7:12 -23.3 -25.2-27.1 .............................................................................................................................................................................................................. >7:12 to 12:12 14.3. ..... Slope <2;12 at overh��n�s, canopies .... ..................................1..5......5.. -25.1 .................................................................................. ........................1..6......7 -27.1 ............. -29.2 lY Beam Sizer Design Program VerTech Engineering Project: Art Corona Date: 9/1/00 Location: 11' Unbraced Stud , ❑ valley Beam Slope of roof 0 :12 - Select Beam Wid b� 1.5 in Dead Load 11 psf ❑ Round Member Live Load � 0 psf FDF L (N) #1/#2 Dim ❑ Horiz. Member Deflection Criteria x240 (L/) Fb'—� 1687 psi Length of Beam 11 ft Fv' 126 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 3.5 in CD 1.33 CIF 1.50 A Req'd 1 in^2 CM 1.00 Cv 1.00 S Req'd 2 in^3 Ct 1.00 Cfu . 1.00 1 Req'd 5 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 18094 le= 2.1 , RB= 6.2 Fb*= 1696 ' Total Uniform Load 15 plf < Mmax 221 ft -Ib Vmax 80 Ib EI Req'd 9 *10^6 #-in^2 lY f f Oct -02-00 12:37P P.01 cJ � ss October 2, 2000 Art Corona 7655 Reservoir Road Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 k (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number:, 00-1169 Assessor's Parcel Number: 027-260-017 This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Indicate the required length and location of each shear panel on the plans. �1(2. The plans indicate Simpson A35 clips are to be installed at 4' spacing along the eaves and5?AC V1V. gable ends. Please verify that this spacing will adequately transfer the lateral forces shown �G'R in the structural calculations from the roof diaphragm to the walls. (TT' v� Please address anchor bolt spacing and provide adequate size and spacing of anchor bolts on the plans. The shear wall schedule and the cross sections on sheet 3 of the plansP-'�a 4Z specify 5/8" anchor bolts are to be installed. The footing details on sheet 6 indicate that '/z'. A. . "b 5 p, anchor bolts will be used. Please clarify. LM.;T TC Please key all details to the plans. The details shown on sheet S-1 are either not keyed to vi flit�� ®� the plans or are keyed incorrectly. gyp-.5. The structural calculations specify 3" edge nailing and 3x framing members along wall line B near the entryway and the living room. The shear wall schedule indicates 4" edge nail spacing. Please clarify.> FOOO�L6. Provide 2'x3'x12" concrete footing with (2) #4 rebars to support the 51/8"x161/2" 24F-V4r... po garage beam as specified in the structural calculations. 01/ �\Z/ Provide engineers wet stamp on all plan sheets containing engineering requirements. t ' 3 Baa Plan check will continue upon receipt of the above items and those items listed in the letter sent gyp' to you from Linda Simpson on September 12, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact Linda or me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Michael Hubley, P.E. Verticaffec hnoiogy ereC� E ngineenng 3m ��CA pK(�j8�9S116 P�c(53� . 6 ,e October 4, 2000 Dept of Development Services, Building Division " 7 County Center Drive Oroville, CA 95965 Re: Response to Plan Check: To Whom It May Concern: Please note the following regarding the Larimor residence: 1. A35 clip attachment of the roof trusses to the parimeter walls is adaquate provided the clips are. located in each end bay along each wall, and spaced at 48" o.c. maximum along the wall length. 2. Anchor bolt spacing is to be per attached shear wall schedule. In lieu of attached schedule, Y2 inch diameter A.B.'s are to be spaced at 2'-9" O:C. ✓ 3. 3" edge nailing at front wall specified_. in calculations dated 6/00 may be replaced by 4" edge nailing specified in a more thorough analysis dated 8/00. �> Sincerely, .............._ --Mike Hubley P.E. ��a• C 60381 � � s� �/0L I N(IINN :R DESIGN OF Michael Hubley r1kill r-WIZIMPPO C. I ox al L�j 0 PLC U90 n 6 40 WE PAC3F AR SHEAR SCHEDULE SEE ER DETAILS DETAILS ! OTHER DETAILS AND SECTIONS w MARK I EDGE FIELD 5/8" Dia. A.B. SILL NOTES i NAILING NAILING SPACING PLATE 6. 12" 4,-U„ 4„ i2,� � �„ 2x —4—� '3 Y 3" 12" 3'-6" 3X WHEN ABUTTING EDGES ARE NAILED TO 1 FRAMIN( MEMBER, USE 3X STUDAND STAGGER NAILING - WHEN ABUTTING EDGES ARE NAILED TO 1 FRAMIN( 2 2" 12" 2-8 3X MEMBER, USE 3X STUDAND STAGGER NAILING T DOUBL SHEAR !WHEN ABUTTING EDGES ARE NAILED TO 1 FRAMING �� 4" I 12" I 2'-0" 3X MEMBER, USE 3X STUD AND STAGGER NAILING DOUBLE SHEAR i 3" 12" 1'-6" 3X WHEN ABUTTING EDGES ARE NAILED TO 1 FRAMIN' MEMBER, USE 3X STUD AND STAGGER NAILING DOUBLE SHEAR WHEN ABUTTING EDGES ARE NAILED TO 1 FRAMIN 1'-3" -�X MEMBER, USE 3X STUD AND STAGGER NAILING NOTES: .1•. USE 3/8" OR 1/2" APA RATED SHEATHING, PLYWOOD OR OSB (OR $/8" Y-1-11 SIDINDG) i 2. WHERE A WALL IS "DOUBLE SHEAR" APPLY SHEATHING AND NAILING REQUIREMENTS TO BOTH SIDES 3. USE 8d COMMON (OR lod BOX OR GUN) NAILS, FIELD NAIL AT 12 O.C. 4. EDGE NAIL AT TOP PLATE, SOLE PLATE, MUD SELL, AT POSTS AND ALL STUDS WITH HOLDDOWNS I 5. USE (12)16d SINKER NAILS AT TOP PLATE SPLICES U.N.O. 6. WHERE HOLDOWNS ARE ATTACHED TO DOUBLE STUDS, NAIL STUDS TOGETHER W/ 16d SINKERS AT 4" O.C. 7. STRAP PLATES ACROSS ALLBEAMS WITH SIMPSON ST6224 WITH 16d SINKERS m TYPICAL SHEAR SCHEDULE AND NOTES 403 VerticalTechnology - er Engineering 3650 Morrow Lane, Chico, CA 95928 (/ ech Ph. (530) 899-8716 . Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: Art Corona Project: Lorimor Residence Location: Reservoir Road, Palermo, CA . �Xdf�oy/* �QLC Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. PROJECT ENGINEER DESIGN OF 12A Michael Hubley CIVIL ENGINEER 9 DATE PAGE Beam Sizer Design Program VerTech Engineering Project: Location: 8 ft Rafter Slope of roof Dead Load Live Load Deflection Criteria Length of Beam Width tributary to beam: Unbraced Length CD 1.15 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 14406 RB= 7.0 Total Uniform Load Mmax Vmax EI Req'd 3 :12 15 psf 20 psf 240 (L/) 8 f 2 f 1 f 1.50 1.00 1.00 1.15 1.00 Date 9/19/00 a ❑ valley Beam Select Beam Width 1.5 in ❑ Round Member DF -L (N) #1/#2 Dim El Horiz. Member Fb' 1675 psi Fv' 109 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb`= 1686 71 plf 567 ft -Ib 284 Ib 17 "10^6'#-in^2 4.4 in 4 in A2 4 in^3 11 in^4 Deflection KA Beam Sizer Design Program , VerTech Engineering Project: Date: 9/19/00 Location: 8 ft Ceiling Joist ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 7 psf ❑ Round Member Live Load 10 psf DF -L (N) #1/#2 Dim E] Horiz. Member Deflection Criteria 240 (L/) Fb' 1270 psi Length of Beam 8 ft Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 3.4 in CD 1.00 CF 1.50 A Req'd 2 in^2 CM 1.00 CV 1.00 S Req'd 3 in^3 Ct 1.00 Cfu 1.00 1 Req'd 5 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 18782 le= .2.1 RB= 6.1 Fb"= 1275 Total Uniform Load 34 plf Mmax 272 ft -Ib Vmax 136 lb EI Req'd 8 *10^6 #-in^2 t APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION August 28, 2000 Ron & Lisa Lorimor 7655 Reservoir Rd. Palermo, CA 95966 Attn: Butte County Building Dept. We have completed an Expansion Index (EI) Test per the 1994 Uniform Building Code (UBC) Standard 18-2 on the underslab soil obtained from the proposed building pad area for the Lorimor Residence located on the 15 acre parcel behind 7655 Reservoir Road in Palermo, CA. The soils at this site that will be used in constructing the pad are very uniform in ' soil type. It is our judgement that the sample obtained for testing is representative of the worst case for expansive soils on this Lot. The soil described above was sampled for expansion index testing. The test result was an EI = 4. The UBC classifies this soil as having a "Very Low" potential for expansion. The Butte County Building Department requires no recommendations for mitigating the effects of soil expansion if the EI is less than 20. Applied Testing Consultants does not represent that these test results and/or recommendations are suitable whether, or not modified, for any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site.. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, Brad Forsythe Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ATr APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Expansion Index Test Client: Ron & Lisa Lorimor Project: Lorimor Residence Contact: Ron & Lisa Lorimor Soil description: Red Sandy Silt Sample location: Building Pad Site Sample taken by: ATC Depth of sample: -� Moisture determination Gross wet wt: 361.6 Ste Gross dry wt: 334.3 Pan wt: 85.4 Net dry wt: 248.9 Moisture Loss: 27.3 Moisture content: Density determination Wt of soil & ring: 590.4 08/24/00 Tare of ring: 200.1 Net compacted soil wt: 390.3 Dry Density, pcf: 106.7 Saturation'determi nation Volume of solids: 0.632 Volume of water: 0.187 Volume of air: 0.180 Degree of saturation: 50.9% Gross final wet wt: 512.1 Gross final dry wt: 447.4 Final moisture loss: 64.7 Final net dry wt: 362 Fir Final moisture content: 1 17.9% This test was perft Reviewed by: Date: 23 -Aug -00 Tech: B. Carter Time I Reading Expansion Index: 4 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title,....;...... The Lorimor Residence Date..06/16/00 12:40:00 Project Address........ Reservoir Road ******* Palermo *v5.10* Q6 -- Documentation Author... Marty Runnells ******* Wan n P r t Energy Calculation Services •- 1907 Mangrove Avenue, Suite E ec Date Chico, CA 95926 530-894-8466 Field C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00241S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1950 SF Residence GENERAL INFORMATION Conditioned Floor Area..... 1950 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 14.9 0 of floor area Average Glazing U -value.... 0.55 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall. n/a R-13 R-n/a R-13 0.088 FRONT, FRONT -RIGHT FRONT -LEFT, TO GARAGE Door n/a R-0 LEFT, BACK, RIGHT R-n/a R-0 0.330 ENTRY, TO GARAGE Roof SlabEdge n/a n/a R-38 R-0 R-n/a R-38 0.025 TO ATTIC R-n/a F2=0.760 SlabEdge n/a R-0 R -n / a TO EXTERIOR F2=0.500 TO GARAGE Floor FloorExt n/a n/a R-19 R-19 R-n/a R-19 0.037 RAISED FLOOR R-n/a R-19 0.049 ABOVE GARAGE FENESTRATION Orientation Area (sf) U- Value SHGC Interior Exterior Shading Shading Over - hang/ Fins Window Window Right (NE) Front (E) 8.0 20.0 0.520 0.650 Standard Standard Yes Window Front (SE) 8.0 0.520 0.650 0.520 0.650 Standard Standard Standard Standard Yes Door Window Front (E) Front (E). 10.0 20.0 0.650 0.680 0.520 Standard Standard Yes Yes Window Front (E), 20.0 0.650 0.520 0.650 Standard Standard Standard Standard None None Window Window Left (S) Left (S) 9.0 9.0 0.520 0.650 Standard Standard Yes Window Left (S) 6.0 0.520 0.650 0.520 0.650 Standard Standard Standard rd Yes None Window Window Back (W) Back (W) 8.0 8.0 0.520 0.650 0.520 0.650 Stand.�s q Stand DEQ None None .. P CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Lorimor Residence Date.-OG/16/00 12:40:00 MICROPAS5 v5.10 File -00241S Wth-CTZ11S92 Program -FORM CF -1R User##-MP1333 User -Energy Calculation Servic Run -1950 SF Residence 7 Orientation Window Back (W) Window Back (W) Window Back (W) Window Back (W) Window Back (W) Window Right (N) Window Right (N) Window Right (N) Equipment Type Gas ACSplit Tank Type Storage FENESTRATION Area (sf) U- Value SHGC Interior ShadingExterior Insulation R -value Over- hang/ 1.61 40 Shading Fins 24.0 12.0 0.520 1.060 0.650 0.650 Standard Standard Standard None 40.0 0.550 0.650 Standard Standard Standard Yes 24.0 24.0 0.520 0.520 0.650 0.650 Standard Standard Yes None 24.0 0.520 0.650 Standard Standard Standard None 8.0 0.520 0.650 Standard Standard Standard None 8.0 0.520 0.650 Standard Standard None None SLAB SURFACES Minimum Efficiency 0.800 AFUE 10.00 SEER Heater Type Gas Slab Type Area (sf) Standard Slab 516 HVAC SYSTEMS Duct Duct Tested Duct ACCA Thermostat Location R -value Leakage Manual D• Type Attic R-4.2 No No Setback Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Ener S' Distribution Type System Factor izl (gal) Insulation R -value Standard 1.61 40 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Lorimor Residence Date...06/16/00 12:40:00 MICROPAS5 v5.10 File -00241S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1950 SF Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Name... Company. Company Address. Address Phone... Phone.. License. Signed.. Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. date DOCUMENTATION AUTHOR Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 oe to / UO a e MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 g MF -1R Project Title........... The Lorimor Residence Date..06/16/00 12:40:00 Project'Address........ Reservoir Road ******* Palermo *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Com liance M th d p e o ...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00241S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1950 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d)• Minimum R-13 4d Design- Enforce- er ment 150(i): Slab edge insulationf- waters ulation absorption rateenofin greater than 0.31, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. B u i 1 d1ing Permit Plan C ec Date Fie C ec Date p e o ...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00241S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1950 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d)• Minimum R-13 4d Design- Enforce- er ment 150(i): Slab edge insulationf- waters ulation absorption rateenofin greater than 0.31, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Lorimor Residence Date..06/16/00 12:40:00 MICROPAS5 v5.10 File -00241S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1950 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA._ 150(1): Setback thermostat on all applicable heating and/or cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal./external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. ✓ *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning -pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project.Title.......... The Lorimor Residencet Date__nti/ig/nn ,.o.An.nn, MICROPAS5 v5.10 File -00241S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1950 SF Residence LIGHTING MEASURES Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. _ 150(k)2: Rooms with a shower or bathtub must either have at V/ least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 1 C -2R Project;Title.......... The Lorimor Residence Date..06/16/00 12:40:00 Pro'ect AddrR R d ******* ess........ eservoir %_.. CL Palermo *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00241S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1950 SF Residence Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 16.61 16.08 0.53 Space Cooling.......... 13.66 15.52 -1.86 Water Heating.......... 13.24 11.37 1.87 Height Total 43.51 42.97 0.54 Zone Type HOUSE Residence *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1950 sf Single Family Detached New Front Facing 90 deg (E) 1 2 ReducedYear Raised Floor 1 15600 cf 516 sf 14.9 0 of floor area 0.55 Btu/hr-sf-F 0.65 8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1950 15600 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 g C -2R Project Title.......... The Lorimor Residence Date..06/16/00 12:40:00 MICROPAS5 v5.10 File -002415 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1950 SF Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Door 6 Door 7 Wall 8 Wall 9 Wall 10 Roof 13 Floor 14 FloorExt Surface HOUSE 11 SlabEdge 12 SlabEdge Orientation HOUSE 1 Window 2 Window 3 Window 4 Door 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window 18 Window 19 Window Length F2 Insul (ft) Factor R-val 49 0.760 R-0 24 0.500 R-0 Solar Gains Location/Comments No TO EXTERIOR No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Right (NE) 8.0 OPAQUE SURFACES 45 90 Area (sf) U- value Insul Act R-val Azm Tilt Solar Gains Form 3 Location/ Front (SE) 8.0 0.520 0.650 135 Reference Comments 278 0.088 13 90 90 Yes None FRONT 16 16 0.088 0.088 13 13 45 90 Yes None FRONT -RIGHT 175 0.088 13 135 90 90 90 Yes No None None FRONT -LEFT 20 0.330 0 90 90 Yes None TO GARAGE ENTRY 17 404 0.330 0.088 0 13 90 180 90 No None TO GARAGE 452 0.088 13 270 90 90 Yes Yes None LEFT 224 0.088 13 0 90 .None Yes None BACK RIGHT 1434 0.025 38 n/a 0 Yes None TO ATTIC 666 252 0.037 0.049 19 19 n/a n/a 0 0 No None RAISED FLOOR 0.550 0.650 270 90 Back No None ABOVE GARAGE 0.650 270 90 PERIMETER LOSSES (W) 24.0 HOUSE 11 SlabEdge 12 SlabEdge Orientation HOUSE 1 Window 2 Window 3 Window 4 Door 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window 18 Window 19 Window Length F2 Insul (ft) Factor R-val 49 0.760 R-0 24 0.500 R-0 Solar Gains Location/Comments No TO EXTERIOR No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Right (NE) 8.0 0.520 0.650 45 90 Front (E) 20.0 0.520 0.650 90 90 Front (SE) 8.0 0.520 0.650 135 90 Front (E) 10.0 0.650 0.680 90 90 Front (E) 20.0 0.520 0.650 90 90 Front (E) 20.0 0.520 0.650 90 90 Left (S) 9.0 0.520 0.650 180 90 Left (S) 9.0 0.520 0.650 180 90 Left (S) 6.0 0.520 0.650 180 90 Back (W) 8.0 0.520 0.650 270 90 Back (W) 8.0 0.520 0.650 270 90 Back (W) 24.0 0.520 0.650 270 90 Back (W) 12.0 1.060 0.650 270 90 Back (W) 40.0 0.550 0.650 270 90 Back (W) 24.0 0.520 0.650 270 90 Back (W) 24.0 0.520 0.650 270 90 Right (N) 24.0 0.520 0.650 0 90 Right (N) 8.0 0.520 0.650 0 90 Right (N) 8.0 0.520 0.650 0 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 g C -2R Project Title.......... The Lorimor Residence Date..06/16/00 12:40:00 MICROPAS5 v5.10 File -002415 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1950 SF Residence Surface HOUSE 1 Window 2 Window 3 Window 4 Door 7 Window 8 Window 13 Window 14 Window System Type HOUSE Gas ACSplit Tank Type i bzorage OVERHANGS AND SIDE FINS Area Window— Duct R -value Overhang ACCA Duct Left Fin Right Fin— (sf) Wdth Hgth Dpth Hght Left Ext Rght Ext Ext Dpth Hght Ext Dpth Hght 8.0 20.0 n/a n/a 4 4 7 8 0 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 8.0 10.0 n/a n/a 4 3 7 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.0 n/a 3 10 2 0 .5 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.0 12.0 n/a n/a 3 3 2 1 .5 .5 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 40.0 n/a 6.67 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 516 HVAC SYSTEMS Minimum Efficiency Duct Location Duct R -value Tested Duct ACCA Duct Leakage Manual D Eff 0.800 AFUE Attic R-4.2 No 10.00 SEER Attic R-4.2 No WATER HEATING SYSTEMS No 0.767 No 0.669 Number Tank in Heater Type Distribution Type S Factor Size System (gal) Gas Standard 1 .61 40 REMARKS External Insulation R -value R- n/a HVAC SIZING Page 1 HVAC Project Title......... The Lorimor Residence Project Address........ Reservoir Road *******Date..06/16/00 12:40:00 Palermo *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services Bui ing Permit 1907 Mangrove Avenue, Suite E Chico, CA 95926 P an Ch ec Date Fie C ec Climate Zone........ 530-894-8466 -Date11 Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00241S Wth-CTZ11S92 Program -HVAC SIZING User##-MP1333 User -Energy Calculation Servic Run -1950 SF Residence GENERAL INFORMATION Floor Area ................. 1950 sf Volume ..................... 15600 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ OROVILLE RS Latitude. 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Description Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 10865 Glazing Conduction 5318 ............... Glazing Solar.......... 6391 4154 Infiltration. .........' 10064 Internal Gain. " " " " " 8887373 3643 Ducts.. n/a 2100 2613 2528 Sensible Load .................... 28743 27808 Latent Load ...................... n/a 5562 Minimum Total Load 28743 33370 Note: The loads shown are only one of the criteria affecting the selection Of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design availability of temperatures, coil sizing, equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. PROVED ❑CONDITIONALLY APPROVED :. ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: 0 V (p Date: �0 , Genera/Information Owners Name: T;—)ONf"s Lf�:) 21 ►1r>D Parcel Acreage: Owners Address: O I GE5 Er2 V I F,-) D �Y�DV I U �'4�9 Building Site Address:��'U (S Avg — X� Provertylnforl"ation Permit Twe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: A Date of Zoning Ordinance: General Plan: 0-F ru Development Agreement: Use Permit: Variance: /0 --) - 7 (7 Parcel Is In: Land Conservation Agreement M No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan N No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone a No ❑ Yes, check use 9 Floodplain ® No ❑ Yes Zone: ' / ) Panel Number: D '�C Watershed Protection Zone E No ❑ Yes Proposed Use Complies With: General Plan ® Zoning Proposed Use Requires:, ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: i Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Hi hwa s Fre Prevention Subdivision Ma Front L' Side 0 street rRear v 3 O Height Septic Permit Review: Well Permit Review: Land Development Review: ?arcel Created by: ❑ Deeds Permit C/earance AgrlculWm Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Map 0- Date of Recording: Z2 Lot: =onditions That Must be Met Pricr to Issuance of Permit Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes Block: Book: Page. ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other :eneral Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. 04 ERGY CALCULATION SERVICES � " A'uditing, Analysis and Documentation ' A L L Y CEC Certified Energy Plans Examiner - RES91-1006 / NR-91-1002-C-HERS Analysts - RD/FmHa Auditors - Member of RRHA of Texas Thursday, June 08, 2000 Ref. - Title 24 energy calculations for your project. To whom it may concern; Provided in this package, are three sets of energy calculations. Two of these sets are for submittal to the building department. One set, the paper clipped original, is your file copy. Please be sure to sign these energy calculations on page 3 of the CF -1r forms where indicated. Read the signature requirements and determine who is most qualified, or willing to accept responsibility. A "Mandatory Measures" checklist is contained within the energy documents. These requirements pertain to all construction and should be considered minimum code requirements. Any specific increases in efficiencies noted in the Title -24 Energy Documentation supercede "Mandatory Measures". Energy features that must be incorporated into this structure are indicated on the summary sheet attached, by paperclip, to one set of the energy calculations. This information should be copied and presented to all sub -contractors to ensure proper installation of these energy features per Title -24 requirements. If a utility company incentive application (and fourth set of energy calculations) are also included with your Title -24 packet, you may be eligible for incentives for upgrading your projects energy efficiency. Please read the application and feel free to call with any questions that you might have. The sooner you do this the better., Any questions will be gladly answered. If I may be of any assistance, now, or in the future, please don't hesitate to call. Thank you for your business. Marty Runnells, C.E.A Energy Calculation Services 1907 Mangrove Avenue, Suite E ecs®energyguru.com 877 /530.894.8466 tel. Chico, California 95926 Est. 1989 530.894.3422 fax. REVISIONS BY Date Drawn /1: OP4&4V Job Sheet Of / Sheets X 36, PRINTED ON NO. 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