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HomeMy WebLinkAbout047-670-053047-67-0--a5port NEAL, Rich 0 -0756 BPEM 13701 Sawgrass Circle{ C��f rcic I -t 41 C (new single family) NC NOTES Y -L w -i J PRESIDENTIAL 575 PERM 047-67-0 amort 00-0756 BPEM NEAL, Rich 13701 Sawgrass Circle lot 41, Chico (new single family) al OFFICE COPY --i—�_ Address /3 j/ G AS Meter By�— ELECTRIC i Meter By. Date3 1' SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS, VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER tt ill f i JOB FINALED (Dat Signature V= OK 0 = Not OK = Not Applicable • = Not Ready' MOCILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well,Clearance & Disconnect ' Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date a Card B-1' ' l Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 N MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 ✓ = OK 0 = Not OK = Not Applicable = Not Ready Date RESIDENTIAL (Single & Duplex) nderfloor (Plans) OK except #'s I Date / FRAMING (Continued) 40'zo - etbacks- Ease ments-Flood-Slope t ; Soils-Elec. Grnd.-/ r Ftg. Depth oo , Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Ft , orches & Decks; Soils -Steel-/ /" Ftg. Depth �( Stills, Main; Steel-Blockouts-Wrapped and Special Anchors C, -Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date � Card B-1 4<a Date Card B-1 Date� Card B-1 Date Card B-1 Date PLUMBIW (Permit) OK except #'s 18. Wa ipe; RWt &'Ancho it Pr6WEtion 19,19.'KV.; Test Fittings & Anchor -Nail Protection �p Sho er Pan; Test, First Floor -Tub Access est & Shower, Second Floor -Tub Access U -45 -as Pipe; Sixe & Anchors Date v Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE ICAL (Permit) OK except #'s tlec�r..� Transformer Clearance -Ins. Protection ,eceptacles Spacing -Lights & Switches at Doors oxes & No. of Conductors Stapled 2 lied Close to Edge of Studs & C.J. qu' d made up w/Mech Fasteners -Bond Gas &Water 0,-?_A_p_p5anc,o,Circuits in Kitchen & Conductor Size GFI SubfAedWire Size / % / ga. Cu dA .C. Wire Size / ga Cu or AI ange Circle /`0 / ga C r AI -Oven Circ. / / ga Cu or 61, 1ns_wl6teg Neutral es ❑ No er ' e- iser Conductors & Ground Main Disconnect qui learances Panels-Motors-Mech. Equip. 3 es Closet Light -Shower Light -Spa Light moke Detector Date Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M ANICAL (Permit) OK except #'s A.0 ucts Insulation & Support ent Fan, Exhaustab ula' Con sate Drai Ov e & Grade urn a Vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date 0 Card B-1 46 K4 Date Card B-1 Date Card B-1 Date Card B-1 Date .,FRAMING (Permit) O #'s I -- over Girders & tgs-Stairs-Chasers-Tubs & Bearing (il/Clin ies-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4 rrepl Ties or Ty Throat Clearance /' A ic,A(5cess; Size & Romex Protect' raft Stop-66ffles 64 -Scar indows or Exiting Doors -Sill Ht. & Dimensions 5 aragp•Fire Protection Framing r y Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits t ' ; Width-Hea room -Rise -Run -Landing -Fire Protection grl�dwood on Ro verhang-Attic Vents -Rafter Outriggers 56. iding-N " g Veneer 4 7 Stu Mesh -Drip Screed -Fd. Vents-Underflr. Access QVm6lazing Area -GI ss Protection -Skylights -Plastic r ; 424hear Walls; iling-Bolts Brace Inter' r/Exterior Wall Panels 1 It Infiltration -Walls -Windows Date �-4-'P-cO Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date. -,FINAL (Plans) OK except #'s teps-Door & Sidelight Protection -Landings Smoke Detector 65-'rurnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor -Ducts -Mach. Protection Bedroom Exiting 67 .F.I. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec utlets at Wood Panel, Int. & Ext. rt. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter _4: Garage Fire boor; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper tr. Htr.; Ve -Clearance-Comb. Air Connector-P.R.V. in ra ,Above Floor-Mech. Protection PI , lec. & Mech. Equip. Listed for Location `/ lec. Receptacles in Garage (F.F.I.)-Romex Protection sulation-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. Fol ing Inslld./Drive ] NoMalks j4eg-Z_ No/Planters s J No a �!/ Stuc rown-Finish Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground e tilation Throughout House Glass Protection 90. C rrecti ns from Previous Inspections l0.131 9 . as t -Meters Tagged, Gas -Electric Y 92. Water Sewer Connected -C/O to Grade -HD Approva 93. ergy Compliance Certificate -Other Certificates . Address Posted Date d. ;yZ -Cov Card B-10 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (530) 894-5719 °.. A'o (5-p LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 13701 Sawgrass Court Chico Number and StreetCity Countv Subdivision Lot Number DESCRIPTION OF INSTALLATION I ' 1. ROOF Material Thickness (inches 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose -Fill -Type Fiberglass _Brand Name • Johns Manville - Contractor/s min. installed weight/ft sq. .659 Ib. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 3.5 Thermal Resistance(R-Value) R13 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches.) 6. FOUNDATION WALL Material Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R - Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy EfficiencyStandards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the ertificate of compliance, where applicable. ` C.L.#499150 D��a oQ • Item #s Stoture, Date Item #s Signature, Date -Item #s Signature, Date LOERKE INSULATION CO., INC. Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Installing Subcontractor (Co. ) ame) Or General Contractor Co. Dame Or Owner Installing Subcontractor (Co. ameOr General Contractor Co. Name)Or Owner DEC -21-00 04:03NA FR00- 0 921 ? : 4-f I -K iJUUKk;mm:- r —t -- A -7 T-463 P-01/61 F-210 Q1D Qr+.J QCQLJ .v Vv w w uw V °/� � �L. ,..; !i�;:i•Parc oJthal=•tVF ' _ S pt8F1il3Eir 10c 1995 TO WHOM CONCERNED. DOORCRAFT OF CALIFORNIA MANUF ' PARTICLEBOARD AND LUMBER CORE DOOR4 SPVCIFICATIONS OF WARNOCK HERSEY INT[ CONSTRUCTION. DOORS CONSTRUCTED IN DISTRIBUTORS FOR MACHINING ARE INK ST CONSTRUCTION. METAL LABELS ARE APPL-IE DOORS, OR BY THE LICENSEE THAT MACHIN4 ♦ j RESPECTFULLY, MARK BLETHEN ARCHITECTURAL MANAGER we J—iIy. . TURES ALL 1-3/4" THICK, TO THE APPROVED TEST NATIONAL FOR 20 MINUTE R FACILITY, THAT ARE SENT TO PED ON THE TOP RAIL FOR RATED T DOORGRAFT IF WE MACHINE THE THE DOORS. 39C)J f:irrrirvr.rri.drKrrnr - 1iarJlirr• C',i 7.Sy6,5 (YJbJ 92(3-390(*1'-,;•\ 016) 05543-82,9& S:ALL;S 1-900-744-4,599 I . ** TOTAL. PAGE . 901 ** W 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. �tL COUNTS( OF BUTTE 'w BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ti. 411 Main Street *,Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE A/ OWNER r 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, t please contact this office immediately. r / ZWWe //V Date - V' It GU Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION r' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE /yG -o Z!5%. 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 Date L '�— Inspector REV 10/92 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, 2 please contact this office immediately. _ 9 Date f /� 2�1 Inspector REV 10/92 t a ~~~~....~~~°""~~"~ "°~~""~~~~ - �^' . � !r � �y�mER ' '~� PER .|T� . , ' �� � ,-/' ^ ``�� �. �munnainovomwninmoamumoxmom|wwino,m�nvnao,»umovvvn*o�inxm��ox��mmo _ � u»vvoauumosanummvum ueov,mv�u� pmaso nonoo mm vmva~monoonovnvn vrwm,xio ' �^ . � ovmp/om� //pou xuvoanvquovhonvpo,omninomm� muoo� v,noouuummmmoxp|unuovn. �' p|oa0000n�o mi,vmvoimmou��|v � / �� �� ' � ' . �� r' �� � , _°° ^� . � ^ Date Inspector REV 10/92 / 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 �L�- " `f 0766 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. G9��� a Date Inspector REV 10/92 / COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT © % 5 - ASSESSOR PARCEL NUMBER /� / ZONING BUILDING PERMIT OWNER RICH NEAT. HONESO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 2Q88 161,352 8: 488 CONTRACTOR'S NAME WNFR TELEPHONE 469 6:097 9QQ9 161,568 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 615 BUILDING SAWGRASS COURT, CHICO Energy Plan Checking Fee $ 93-00 $ PERMIT FEE $ 1 n6 3R LOT NO. 41 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feb 1 20.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 2�O Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 15 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 1 1z Building sewer 15.00 Mobile Home ISI GI W1 @20.00 LAWN MIT FEE $ 2Q 11 , Q ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o'.A. R LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in IMI force and effect., / License Class Lic. No. I,U/// ez OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( & Acc. BLDS. SO 3.5¢FT: 41.26 NPN pE°S,p MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. ounrEr OR FocruREs 20 Q 100 BAL o .50 Ex. Occup.oFinLEEDTSA RAID,°FRa 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 207.26 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 15.00 Hood 6.50 pn418.00 Ventilation PERMIT FEE $ 84.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that R I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �-I� �,� X Date �Q Signature of Applicant'- wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition r construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 U CONST. TYPE VN TOTAL FEE $ 2151.14 RAZ D. FE P Fi O CDF P L PD HD ISS This permit is herssued under of the Butte County Code and/or indic ab for hjph fees have J//� By w ` PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 7Dte 3 3 1 Dete Receipt No. j WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR O DEN OD -APPLICANT 17 rOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ���fff 7 County Center Drive • OrovilW, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT / ASSESSOR PARCEL NUMBERfr ZONING BUILDING PERMIT OWNER �1^ ,� n •" ` fJ�-�' TELFPH6NE �i3 •-lOF � SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING DRE S "'' IA_t \ t �� CONTRACTOR'STELEPHONE O . CONTRACTORS MAILING ADDRESS 0? CONSTRUCTION LENDER / LENDER'S MAILING ADDRESS Fireplace / S O .0 Total Valuation $ % ARCHITECT OR ENGINEER ' / ^�. L LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS ' Plan Checking Fee $ BUILDING ADDRESS 3 O v (-Jr l// Energy Plan Checking Fee $ C e14,0 $ PERMIT FEE $ LOT No. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Peel 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ �Inst�a�)llation �I❑"• Other ❑ Describe Work:✓� �j �G(3t �'� lam' 3 �/� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 ��� Rte-• PltRMIT FEE $ `L4 ELECTRICAL PERMIT Fling Fee 20.00 800OR LESS Main Service .1V1 OR LESS 23.00 L 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.POWER License License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. QVI DWELLINGOCCUP. ' SO OR AODNS. ( a ACC: BIDS. 3.5¢� NEW CONS .MULTI.OUTLET NON.RESID. C @7.50 APPARATUS 8 SINGLE OUTLET 'R. Ex. OCCU OUTLET OR FIXTURES 20 @ I.00 BAL @ .50 Ex. Occup. • OUTLFIXEEDTS RIESID.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S J WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I 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 'Z, Z Cooling Hood 1 6.50 .. Ventilation Q� PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ 3 co T. TYPE t T TAL FEE $ HAZ EES IM D DF P HD SSUE y This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Data Receipt No. WHITE-D.D.S.-B.D. CANARY-ASiSESSOR PI zINSPECTOR GOLDENROD•APPLICANT I � t t'- r i 1 �f!�1 'COUNTY OF BUTTE ' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 53,8-7541 PE t!�r P RMITAPPLICATIONDATA SHEET OWNER: Rl C A AM l r. /-a ASSESSORPARCEL Proposed Building Use: /\,W NSR 5//,-- Building Inspector: At time of permit application, I was advised the following data must W ❑ 1 , }ferns hav6 been submitted.-= ---- ------------------------------------------ ❑2.6t plans, 3/4 sets, signed by the preparer of plans. ------------------------ OA n ,� �- ~ i, 0 Date: 4 prior to permii gfroZOIssing and/or issuance: Date Received By �3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------- -------------- �i 194. Engineered plans, 3/4 sets, with wet signature on plans. All engine ng must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 6. Energy Energy Design Compliance and supporting documentation. �-------- —==----------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. -------------------------------- -------------------------------------------------------- anufactured Home data and installation ' ctions including Tie Down Specifications.----------------- ' s of $ �:Z•-_m2__s_�-------------------------'-=--- --- - ----- s Impact fees as shown on the attached schedule. S' ________ _______ 2. California Department of Forestry plan approv -- y _s?5 _� 13. Flood elevation certificate.-------------------------------------------------—______------ 14. Sanitation and plot plan approval Health Department. ------------------- ❑ 5. City of Chico plumbing permit. ---------------------------------------------------------- -016, -Plot 'plan and business license approval from the City of Biggs. ---------------------- ❑ Planning approval for (A) Use: Q (B) Parking: _. 18 Contact Land Development about Ef Improvements, ❑ Drainage, Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• `-A o 37"_� 4-1 -erD -- ❑20. Pre -inspection for • required Request to Building Inspector on (Date) ` 021. Contractor's license information. (Number, Name Style, Classification). --- =------------------------------- ❑22." kers' Compensation carrier and policy number. -------------------------- ------------------------------- ❑23. Owner -Builder Verification (Given to owner [],-Mailed to owner 0) - ______________________________________ ❑ 4. Letter of signature authorization. ------------------------------ ------------------- --------- ---------------------- r5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ' ❑28. Existing violations and/or expired permits. ------------------------------------ ---------------------------------- t 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ - --------------- 030. Other: ______________❑30.Other: ,Jlyhen you issu theme 't pro ss as f s' '• .` alto owner ❑Mail to o ntractor. Telephone and hold for pickup �/1 office. ❑ Deliver with inspector. LAPPlicant: Date: 7 — 3 ' 00 , ..� Copy of Haz-Mat form. sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ er: Date: By: 1. Index permit application for ove i ems number '� 3 -Plan Ch k Ltst 2. Additional items required: - Contractor, designer, owner, was A&istd f eov ed 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 advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: .Contractor, designer, own ;.advised of the above � by ❑phone, ❑mail, ❑Build' Di 'sion counter, by Date: Plans reviewed by: Date: t '�U Plans approved by: Date: t Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: "Date: • GUIDE0 RESIDENTIAL PLANREVIEW or Owner: i.1 C-1-1 Building Permit Number Plans Examiner: A. P. Number: Q G�'iNERAL: . Zoning requirements -(number of permitted living units). - - - Building permit valuation. Plans signed.by the designer. ' ,4! Proper description of work on the application. -5! Existing violations on the property. .:6! Recorded notice of violation. PLOT PLAN: `. 2Complete parcel size and dimensions-. . Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, fees).. 7. FAU & FAS road setback. Water Tender, Traffic and Drainage 8. Building or utilities across lot lines (record form). FLOOR PLAN: I. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5 Glazing in Hazardous locations (Uniform Building Code section 2406). 0 Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 10. Garage firewall separation - rewired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9.1). ` 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 6,KaCe-d 60 aO h66 :2 rg / STRUCTURAL DETAIL 1. Conventional construe i nus sha ed buildin . (Uniform Buildin Co a section 2320.5.4). 2. Standard bracing o engineered desi n niform Building Code sedtion 2320.11.3). ,3'.' Clerestory requiring b oon aming and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. Stud_ heights. 1l4'. Expansive soil — special foundation design required. Retaining walls requiring design. -16: Special Inspection requirements. 17. Header sizes. IPS Gypsum wallboard nailinginspection required. CELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1606). ,21 Guardrails (Uniform Building Code section 509). ttrick or stone veneer (Uniform Building Code section 1403). Extenor 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 ooveOfig"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). 1' Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements. 13: Sound requirements. 14 Energy design compliance and supporting documentation., 15. Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 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. 0 ,; Page 2 of 2 9 LAN REVIEW RESPONSAFORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If 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 valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your 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. OWNERS NAME DATE: ,f/Gr#AX6 &64[- L/- l �^ DD ASSESSORS PARCEL NUMBER PERMIT NUMBER 7 719 - o/0) RESPONSE FOR PLAN CHECK LETTER DATED: y-z5-od PLAN CHECK ITEM # l RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C PLAN CHECK ITEM # 'Z) 3 + RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:0 r- 4c. Ukclffk PLAN CHECK ITEM # 4 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: " PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: April 25, 2000 Rich Neal 193 Picholine Way Chico, CA 95928 0 0 Department of Mveloprnent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-670-019 Building Permit Nambour-0756 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Enclosed are your school and park fee forms. Play any required fees at district office and return yellow copy to the building division. ,,�C omputer room does not meet minimum room dimension of 70 square feet. - Wow Qor , -y 04_ ..// ,3 Alternate braced wall panels do not meet minimum width dimension of 2 feet 8 inches and cannot meet this requirement with a garage door opening of 18 feet in a 23 foot wall. Provide design. Provide manufacturer's specifications on the recirculation system. �am number 4 is incorrectly called out on the plans. I can change beam size with the architect's permission. Enclosed with this letter is your new plan review response form. Please read the form and respond accordingly. All items must be addressed upon resubmittal. Both non-structural and structural review will need to be completed upon resubmittal and reviews are done in the order received. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P'M. and 4:00 P.M., Monday tluough Fridays. i Sincerely, Martha Whitney Plans Examiner cc: Greg Pietz ` COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF. FEES DUE OWNER PROPOSED BUILDING USE V 1. BUILDING PERMIT FEES -- Balance Due ...... $ i -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ JA)"'2. SCHOOL DISTRICT FEES (paid at District Office) / HERIFF FEES (paid at Building Division) 3 �� Residential ........ I x $360.00 = $ (JU Units Commercial (sq. ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ f #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES z7. 10.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) 200.00 (paid at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # ya-&'46-olq DATE 'i- 13 -d�ft RECEIPT # DATE REC �81�33� -�, el-�' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. —+AFJ�LICANT DATE Pursuant to Government Code Section 66020, you 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) i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... 2988 Plan Date..04/07/00 14:11:44 Project Address........ Chico *v5.11* 09-07569 Documentation Author... Marty Runnells ****** Bu i n Pgrrijit Energy Calculation Services ; S 1907 Mangrove Avenue, Suite E Plan Check7 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-od-107S Wth-CTZ11S92 Building Type .............. Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res.- Submittal Number of Dwelling Units... 1 Number of Stories.......... 1 GENERAL INFORMATION Conditioned Floor Area..... 2988 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 18.6 % of floor area Average Glazing U -value.... 0.59 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 9.4 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-4 R-17 0.063 PLAN FRONT, LEFT BACK, BACK -LEFT BACK -RIGHT, RIGHT Wall n/a R-13 R-n/a R-13 0.088 KNEE WALL, TO GARAGE Door n/a R-0 R-n/a R-0 0.330 TO GARAGE, BACK Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC, VAULTED SlabEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR SlabEdge n/a R-0 R-n/a F2=0.500 TO EXTERIOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (N) 10.0 0.600 0.650 Standard Standard Yes Window Front (N) 30.0 0.600 -0.650 Standard Standard Yes Window Front (N) 44.6 0.600 0.650 Standard Standard Yes Window Front (N) 6.7 0.570 0.670 Standard Standard Yes Door Front (N) 20.0 0.550 0.650 Standard Standard Yes Window Front (N) 6.7 0.570 0.670 Standard Standard Yes Window Front (N) 7.5 0.570 0.670 Standard Standard Yes Window Front (N) 44.6 0.600 0.650 Standard Standard Yes Window Front (N) 24.0 0.600 0.650 Standard St�s rd Yes Window Front (N) 12.0 0.570 0.670 Standard , Stoma r�CQ�ji�G 1iYes Window Left (E) 10.0 0.600 0.650 Standard Yes Window Left (E) 10.0 0.600 0.650 Standardtai� fi�Standard DEPARTMR0• APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title. .....;:-, 2'988 Plan Date..04/07/00 14:11:44 MICROPAS5 v5.10 File -001075 Wth-CTZ11S92 PrJTjram-FORM CF -1R User##-MP1333 User -Energy Calculation Servic Run -2988 SF Res.- Submittal FENESTRATION Orientation Over - Area (sf) U- Value SHGC Interior Shading Window Door Left Left (E) (E) 12.0 01600 0.650 Standard Door Back (S) 18.0 6.0 0.550 0.550 0.650 0.650 Standard Standard -Window Window Left Back (SE) (S) 10.0 0.600 0.650 Standard Window Back (SW) 25.0 10.0 0.570 0.600 0.670 0.650 Standard Standard Door Window Back Back (S) (S) 18.0 0.550 0.650 Standard Window Back (S) 17.3 34.5 0.600 0.570 0.650 0.670 Standard Standard Window Window Back Back (S) (S) 17.3 0.600 0.650 Standard Window Back (S) 30.0 30.0. 0.570 0.600 0.670 0.650 Standard Standard Window Window Back Back (S) (S) 45.0 0.600 0.650 Standard Window Right (W) 20.0 20.0 0.600 0.600 0.650 0.650 Standard Standard Window Window Right Right (W) (W) 6.0 0.600 0.650 Standard Skylight Horz 6.0 4.0 0.600 0.940 0.650 0.730 Standard None SLAB SURFACES Area Slab Type (sf) Standard Slab 2988 HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Gas 0.800 AFUE Attic ACSplit 10.00 SEER Attic Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type Large Gas Recirc/Demand Number Over - Exterior hang/ Shading Fins Standard iYes Standard Yes Standard .Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard None Standard None Standard None Standard None Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes None None Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type Large Gas Recirc/Demand Number Tank External in Energy Size Insulation System Factor (gal) R -value 1 n/a 75 R-0 - tW1TE GOVOY fio ANG ©EPAR PE V' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 9 CF -1R Project Title.:........ -298V Plan ' Date..04/07/00 14:11:44 MICROPAS5 v5.10 File -00107S Wth-CTZ11S92 PrAram-FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -21388 SF Res.- Submittal WATER HEATING SYSTEMS DETAIL This building incorporates non-standard Water Heating System REMARKS - a' TE COUNI i :�! LTG DEPARTMEN:t APPROVE1.) Recovery Rated Standby Internal Tank Loss •Insulation Pilot System Efficiency i'Input Fraction 'R -value Light. Large 76 r/a . 036 R-n/a0• ,6 . 1. SPECIAL FEATURES AND MODELING ASSUMPTIONS *** *** Items in this :section should installed to manufacturer be documented on the plans, *** verified during and plan check and CEC specifications, and field inspection. *** *** This building incorporates non-standard Water Heating System REMARKS - a' TE COUNI i :�! LTG DEPARTMEN:t APPROVE1.) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 g CF -1R Project Title.......... 2988 Plan Date..04/07/00 14:11:44 MICROPAS5 v5.10 File -00107S Wth-CTZ11S92 Pr gram -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -J,988 SF Res.- Submittal 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 Regulat1ions, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibiljity. 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.- Name.... Company. Address. Phone. License. Signed.. Name.... Title... Agency.. Phone... Signed.. DESIGNER or OWNER Rich Neal ENFORCEMENT AGENCY date DOCUMEi NTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title..:...•.=...... 2988 Plan Date..04/07/.00 14:11:44 Project Address........ ******* Documentation Author... Climate Zone........... Compliance Method...... Chico *v5.10; Marty Runnells ******i Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 11 MICROPAS5 v5.10 for 1998 Standards Building Permit Plan Check Date Field Check/ Date by Enercomp, Inc. MICROPAS5 v5.10 File -00107S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calriulation Servic Run -2988 SF Res.- Submittal 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 Design- Enforce- er. ment *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 raised floor insulation in framed floors. 150(i) Slab edge insulation - water absorption rate no greater than 0.3°s, 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(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. I M We 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.- .'AJ1-T E COUN11 IE /APOVE .. . .... .. . . . . I . MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title........... 2988 Plan Date..04/07/00 14:11:44 MICROPASS v5.10 File -00107S Wth-CTZ11S92 Prc,�ram-FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -21)88 SF Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, wateri.heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCAt '150(i): 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 ICBO 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 outdcor 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). tiOWING DEPARTMEN.`' APPROVEn MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ,.Project_ Title,. ,..,.., ,. ...T 2988 -.Plan Date.:04/07/00.14 :11:44 MICROPAS5 v5.10 File -001075 Wth-CTZ11S92 Pro,ram-FORM MF -1R User#-MP1333 User -Energy Calculation ServicRun-2'88 SF Res.- Submittal LIGHTING MEASURES 150(k)l: Luminaires for general. lighting in kitchens shall 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 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. Design- Enforce- er ment TE COUNT V 1-k RIO R %, t COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 2988 Plan Date..04/07/00 14:11:44 P t Add ***** rojec ress........ Chico *v5.1 k Documentation Author... Marty Runnells *****I* 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 -00107S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res.- Submittal Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 19.11 17.47 1.64 Space Cooling.......... 12.54 11.75 0.79 Water Heating.......... 9.54 11.67 -2.13 Total 41.19 40.89 0.30 *** 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..... 2988 sf Single Family Detached New Front Facing 0 deg (N) 1 1 ReducedYear Slab On Grade 1 27952 cf 2988 sf 18.6 % of floor area 0.59 Btu/hr-sf-F 0.65 9.4 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- (sf) (cf) Units itioned Vent Vent Air Thermostat Height Area Leakage Type (ft) (sf) Credit 2988 27952 1.00 Yes Setback 2.0 Standard No °CP�� L31Yr 6�... in C COMPUTER METHOD SUMMARY Page 2 C -2R Project Title............ 2988 Plan Date..04/07/00 14:11:44 MICROPAS5 v5.10 File -00107S Wth-CTZ11S92 ProgIam-FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -248 SF Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 628 0.063 17 0 90 Yes WALL.R13.R4 PLAN FRONT 2 -,Wall (N) 29 0.088 13 0 90 Yes None KNEE WALL, ... 3. Wall 352 0.063 17 90 90 Yes WALL.R13.R4 LEFT 4 Wall 183 0.088 13 90 90 No None TO GARAGE 5 D6or 20 0.330 0 90 90 No None TO GARAGE 6 Wall 526 0.063 17 180 90 Yes WALL.R13.R4 BACK 7 Door 11 0.330 0 180 90 Yes None BACK 8 Wall 17 0.063 17 135 90 Yes WALL.R13.R4 BACK -LEFT 9 Wall 35 0.063 17 225 90 Yes WALL.R13.R4 BACK -RIGHT 10 Wall 598 0.063 17 270 90 Yes WALL.R13.R4 RIGHT 11 Roof 2471 0.025 38 n/a 0 Yes None TO ATTIC 12 Roof 437 0.025 38 0 34 Yes None VAULTED 12.0 0.600 0.650 90 PERIMETER LOSSES Door Left (E) 18.0 0.550 Length 90 F2 Insul Door Solar (S) 6.0 0.550 Surface (ft) Factor R-val Window Gains Location/Comments 10.0 HOUSE 0.650 135 90 17 Window Back (S) 25.0 13 S1abEdge 305 0.760 R-0 Window No TO EXTERIOR 10.0 0.600 14 SlabEdge 22 0.500 R-0 Back No TO EXTERIOR 0.550 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 10.0 0.600 0.650 0 90 2 Window Front (N) 30.0 0.600 0.650 0 90 3 Window Front (N) 44.6 0.600 0.650 0 90 4 Window Front (N) 6.7 0.570 0.670 0 90 5 Door Front (N) 20.0 0.550 0.650 0 90 6 Window Front (N) 6.7 0.570 0.670 0 90 7 Window Front (N) 7.5 0.570 0.670 0 90 8 Window Front (N) 44.6 0.600 0.650 0 90 9 Window Front (N) 24.0 0.600 0.650 0 90 10 Window Front (N) 12.0 0.570 0.670 0 90 11 Window Left (E) 10.0 0.600 0.650 90 90 12 Window Left (E) 10.0 0.600 0.650 90 90 13 Window Left (E) 12.0 0.600 0.650 90 90 14 Door Left (E) 18.0 0.550 0.650 90 90 15 Door Back (S) 6.0 0.550 0.650 180 90 16 Window Left (SE) 10.0 0.600 0.650 135 90 17 Window Back (S) 25.0 0.570 0.670 180 90 18 Window Back (SW) 10.0 0.600 0.650 225 90 19 Door Back (S) 18.0 0.550 0.650 180 90- 20 Window Back (S) 17.3 0.600 0.650 180 90 21.Window Back (S) 34.5 0.570 0.670 180 90 22 Window Back (S) 17.3 0.600 0.650 180 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0'.'68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0,68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0,68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/O. 76,U1StKandard/p�; 68 Standard/0.76 Standard/0.68 Standard/0.;76 Standard-f0k1684'' Standard/0�'-76�'Ntandard/0" 68 " APPROVEn COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... 2988 Plan Date..04/07/00 14:11:44 --MICROPAS5 v5:10 File -00107S '-Wth=CTZllS92 --Prof--fam-FORM -C-:-2R User#-MP1333 User -Energy Calculation Servic Run-2*88 SF Res.- Submittal FENESTRATION SURFACES AME UN V R UDINT DEPAn3MEN" o ROVE D Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 23 Window Back (S) 30.0 0570 0.670 180 90 Standard/0.76 Standard/0.68 24 Window Back (S) 30.0 0..600 0.650 180 90 Standard/0.76 Standard/0.68 25.Window Back (S) 45.0 0.1600 0.650 180 90 Standard/0.76 Standard/, -0;:68 26 Window Back (S) "20.0 0.600 0.650 180 90 Standard/0.76 Standard/.0.68 27 Window Right (W) 20.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 28 Window Right (W) - 6.0 0.6b0 0.650 270 90 Standard/0.76 Standard/0.68 29 Window Right. (W) 6.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 30 Skylight-Horz ` 4.0 0.940 0.730 0 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 10.0 n/a 4 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 30.0 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 44.6 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.7 n/a 6.67 12 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 20.0 n/a 6.67 12 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 6.7 n/a 6.67 12 •-2.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 7.5 n/a 1.5 12 .83 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 44.6 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 24.0 n/a 4 ..2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 n/a 4 6.33 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 10.0 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 10.0 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 12.0 3 4 7.5 1.5 .67 2.67 .67 7.5 1.5 n/a n/a n/a 14 Door 18.0 n/a 6.67 12.3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Door 6.0 n/a 3 10.5 2 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 10.0 n/a 5 10.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 25.0 n/a 5 8.5 1.5 n/a n/a n/a n/a n/a n/a n/a "n/a 18 Window 10.0 n/a 5 10.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Door 18.0 n/a 6.67 10.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 30.0 n/a 5 12 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 45.0 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 20.0 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 27 'Window 20.0 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 6.0 n/a 3 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 6.0 n/a 3 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a AME UN V R UDINT DEPAn3MEN" o ROVE D i COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.............. 2988 Plan Date..04/07/00 14:11:44 MICROPAS5 v5.10 File -00107S Wth-CTZ11S92 Proc:am-FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -25;8 SF Res.- Submittal System Type HOUSE Gas ACSplit Tank Type 1 Large System 1 Large SLAB SURFACES Area Slab Type (sf) HOSE Standard Slab 2988 .'HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D Eff i 0.800 AFUE Attic R-4.2 No No 10.00 SEER Attic R-4.2 No No WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Recirc/Demand 1 n/a 75 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Efficiency Input Fraction R -value .76 n/a .036 R-n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS 0.737 0.645 External Insulation R -value R-0 Pilot Light 0 *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Water Heating System REMARKS aam OMMV APPROVED CONSTRUCTION ASSEMBLY Page 1 3R .Project Title..._....... 2988 Plan Date..04/07/00 14:11:44 MICROPAS5 v5.10 File -00107S Wth-CTZ11S92 0.17 Proc•am-FORM 3R .User#-MP1333 User -Energy Calculation Servic Run -25`;8 SF Res.- Submittal Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R4 Description .... Wall R-13 w/R-4 Rig. 1 6o Type ........... Wall R -Value ........ 17 Hr-sf-F/Btu Framing i Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS 0.17 Material 4.00 4.00 Name Description O. FILM.EX Exterior air film: winter value 1. STUCCO.0.88 0.875 in stucco 2. R 4.0 RIGID R-4.0 Insulated Sheathing 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 3f. FIR.2X4 2x4 fir 4. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity Frame R -Value R -Value 0.17 0.17 0.17 0.17 4.00 4.00 13.00 -- -- 3.46 0.45 0.45 0.68 0.68 18.48 1 8.94 Total U -Value: (1 / 18.48 x 0.85) + (1 / 8.94 x 0.15) = 0.063 Btu/hr-sf-F Total R -Value: 1 / 0.063 = 15.93 hr-sf-F/Btu ' IILIDING DEPAR"TMEW HVAC SIZING Page 1 HVAC Project Title ............ 2988 Plan Date..04/07/00 14:11:44 Project Address........ Chico *V5.3 :� Documentation Author... Marty Runnells ****lt..! Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00107S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res.- Submittal GENERAL INFORMATION r Floor Area. ................ Volume..: ..... :* .... — Front Orientation.......... Sizing Location............ Latitude ................... `Winter Outside Design...... .-Winter: Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction........ Description 2988 sf 27952 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (N) Heating Cooling (Btuh) (Btuh) 0 Opaque Conduction and Solar...... 20617 Building Permit Plan Check Date Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00107S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res.- Submittal GENERAL INFORMATION r Floor Area. ................ Volume..: ..... :* .... — Front Orientation.......... Sizing Location............ Latitude ................... `Winter Outside Design...... .-Winter: Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction........ Description 2988 sf 27952 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (N) Heating Cooling (Btuh) (Btuh) 0 Opaque Conduction and Solar...... 20617 6642 Glazing Conduction ............... 14090 7864 Glazing Solar .................... n/a 9601 Infiltration ..................... 17676 5808 Internal Gain .................... n/a 2325 Ducts ............................ 5238 3224 Sensible Load .................... 57621 35465 Latent Load ...................... n/a 7093 Minimum Total Load 57621 42557 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 temperatures, coil sizing, availability of equipment, oversizing•safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. JWTE COUNI N tAPPR0'VEu,i- IF APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Expansion Index Test Date: 19 -Feb -00 Client: Richard Neal Tech: B. Carter Project: Pheasant Landing, Lot # 41 Contact: Richard Neal Soil description: Brown Clayey Silt Sample location: Lot # 41 Sample taken by: M. Haydon, ATC Depth of sample: NA Moisture determination 490.7 Gross wet wt: 419.5 " Gross dry wt: 379.0 Pan wt: 89.2 Net dry wt: 289.8 Moisture Loss: 40.5 Moisture content: Density determination Wt of soil & ring: 567.5 Tare of ring: 200.1 Net compacted soil wt: 367.4 - Dry Density, pcf: 97.8 Saturation determination Volume of solids: 0.579 Volume of water: 0.219 Volume of air: 0.202 Degree of saturation: 52.0% Gross final wet wt: 490.7 Gross final dry wt: 419.0 Final moisture loss: 71.7 Final net dry wt: 329.8 Final moisture content: 21.7% This test was performed per ASTM D-4829 Reviewed by: 2120/00 Sta Fir Time I Reading Expansion Index: 10 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 or tL APPLIED TESTING CONSULTANTS MATER/ALS ENGINEER/NG TESTING AND INSPECTION Expansion Index Test Client: Richard Neal Project: Pheasant Landing, Lot # 41 Contact: Richard Neal Soil description: Brown Clayey Silt Sample location: Lot # 41 Sample taken by: M. Haydon, ATC Depth of sample: NA Moisture determination Gross wet wt: 419.5 Gross dry wt: 379.0 Pan wt: 89.2 Net dry wt: 289.8 Moisture Loss: 40.5 Moisture content: Density determination Wt of soil & ring: 567.5 Tare of ring: 200.1 Net compacted soil wt: 367.4 Dry Density, pcf: 97.8 Saturation determination Volume of solids: 0.579 Volume of water: 0.219 Volume of air: 0.202 Degree of saturation: 1 52.0% Gross final wet wt: 490.7 Gross final dry wt: 419.0 Final moisture loss: 71.7 Final net dry wt: 329.8 Final moisture content: 21.7% This test was performed per ASTM D-4829 Reviewed by: 2/20/00 Sta Fir Date: 19 -Feb -00 Tech: B. Carter Time I Reading Expansion Index: 10 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 GREGORY A.. PEITZ ARCHITECT 383 RIO UNDO AVE.,.CHICO CA 95926 (916) 894-5719 r Structura.l... Calculations For: S t AR�tii �c No. C 21 830 FtEN. F C. 00=075 1. �Uv LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQsl WALLS P=.62*1.3*14.5*1.0=.0117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * .1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P =.67 * 1.0 * 14.5 * 1.0=.010 ksf. @ 20 ft. P =.7 , 2 * 1.0 * 14.5 * 1.0 = .01 1 ksf. @ 25 ft. P =.76 * 1.0 * 14.5 * 1.0 =...91..1.. ksf.4. 30 ROOFS 9:12 TO 12:12 P=.62*1.1*14.5*1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .01 1 kst @ 20 ft. P =.72 * 1.1 * 14.5 * 1.0 =.012. ksf @25 ft. P=.76 * 1.1 * 14.5 * 1.0=.012 kst @ 30 ft. . Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R. 4.5 w Gravity Loads ROOF LOADS: 10 psf. dead load + 16 psf live load = 26 psf total load FLOOR LOADS:-) 0 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; .... 10 psf @ exterior walls with 1 -coat stucco -or siding 22-141 50 SHEETS 0 22-142 100 SHEETS 22-144 200 SHEETS (� - r 9 ILI - � s M N H l4 W W \Y W W xx LnIntn Qoo �r C4 aaa 04 C4 C4 cicir '71 2,or� 2- Ra 7) (71,y 6, to,, 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS • i sv�1 V � � . o. l 22-141 50 SHEETS j 22-142 100 SHEETS - 22-144 200 SHEETS Roof Live Load Method: 1 Roof Beam[ 97 UBC (91 NDS)1 StruCalc 4.06 Fc -Perp= Side One: Roof Dead Load: DL 1= By: Greg Peitz, Gregory A. Peitz Architect on: 04-11-2000 Roof Rafter Tributary Width: TW 1= Project: NEAL - Location: BEAM NO. 1 'DL2= 10 Summary: TW2= 4.75 Roof -Duration Factor: 5.125 IN x 15.00 IN x 27.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use 1.15 Slope Adjusted Lengths and Loads: Section Adequate By: 49.3% Controlling Factor: Moment of Inertia / Depth Required 13.13 In Adjusted Beam Length: Ladi= 27.0 Beam Live Load W/ Slope Red'n: wL= 133 .Dead-t69d:..... ... _. DLD= 0.59 IN .. Live Load: LLD= 0.61 IN = L/529 Total Load: TLD= 1.21 IN = L/269 Reactions (Each End): Bending Stress: Live Load: RL= 1796 LB Dead Load: RD= 1737 LB Total Load: RT= 3533 LB Bearing Length Reqd.: - BL= 1.06 IN Camber Reqd.: C= 0.89 IN Beam Data: Span: L= 27.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP- . ..7.00 :12 Live Load.Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Beam Loading: Live Load: LL= 14 PSF Roof Loaded Area: RLA= 257 SF Roof Live Load Method: 1 - 1600000 Fc -Perp= Side One: Roof Dead Load: DL 1= 10 Roof Rafter Tributary Width: TW 1= 4.75 Side Two: Roof Dead Load: 'DL2= 10 Roof Rafter Tributary Width: TW2= 4.75 Roof -Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: 965.7 IN4 Adjusted Beam Length: Ladi= 27.0 Beam Live Load W/ Slope Red'n: wL= 133 Beam Self Weight: BSW= 19 Beam Total Dead Load: wD= 129 Total Maximum Load: wT= 262 Controlling Total Design Load: wTcont= 262 _Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= '2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.15 CI=1.00 Cv=0.95 Fv': Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: Aear ((@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Ey= - 1600000 Fc -Perp= 650 Fb'= 2632 Fv'= PSF FT PSF FT FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI 219 PSI M= 23844 FT -LB V= 3205 LB Sreq= .108.8 IN3 S= 192.1 IN3 Areq= -22.1 IN2 A= 76.8 . IN2 Ireq= 965.7 IN4 1= 1441.4 IN4 07 Multi-Loaded Beam[ 97 UBC (91 NDS) l StruCalc 4:06 By: Greg Peitz,, Gregory A. Peitz Architect on: 04-11-2000 Proiect: NEAL - Location: BEAM NO.2 Summary: 5.125 IN x 13.50 IN x 17.0 FT / 24F-V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 39.7% Controlling Factor: Section Modulus /Depth Required 11.42 In Deflections: Dead Load: DL-D— 0.23 IN Live Load: LLD= 0.26 IN = U797 Total Load: TLD= 0.49 IN = L/418 End Reactions(Left Side): Live Load: RLI= 1679 LB Dead Load: R01= .1554 LB Total Load: RTI= 3233 LB End Reactions(ftht Side): Live Load: RL2= 1175 LB Dead- Load: RD2= 1131 LB Total Load: RT2= 2306 LB Bearing Length Regd.(Left) : .BL1= 0.97 IN Bearing Length Regd.(Right): BL2= 0.69 IN Camber Reqd.: C= 0.35 IN Beam Data: Span: L= 17.0 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Duration Factor:_ Cd= Live Load Deflect. Criteria: L/ _..I.00 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: -CAF= 1.5 X DLD Uniform Load: _.... . Live Load: wL= 0 PLF Dead Load: wD= - 0 PLF Beam Self Weight: BSW= 17 PLF Total Load: wT= 17 PLF Concentrated Load P 1: ...... ... . .. Live Load: PL l = 2854 LB Dead Load: PD 1= 2399 LB Total Load: PTI= 5253 LB Location: X 1= 7.0 FT Properties For: 24F-V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI .Stress Perpendicular to Grain: Ey-- 1600000 Fc_perp= . .650 PSI PSI Adjusted Properties: - Fb' (Tension): Fb'= 2392 PSI Adjustment Factors: Cd=1.00 C1=1.00 ... Fv': Adjustment Factors: Cd=1.00 FYI=.... 190 PSI Design Requirements: Maximum Moment: M= 22217 FT-LB 7.001 FT From Left Support ,%ear..(na, d from beam end): V= 3214 LB Comparisons With Required Sections: Section Modulus: Sreq= 111.5 IN3 Area:.. S= 155.6 IN3 ... Areq= 25.4 fN2 Moment of Inertia: A= 69.1 - 603.3 IN2Ireq= fN4 1= 1050.7 IN4 Roof Beam[ 97 UBC (91 NDS) 1 StruCalc 4.06 M= By: Greg Peitz, Gregory A. Peitz Architect on: 04-11-2000 FT -LB ' Project: NEAL - Location: BEAM NO. 3 V= 2479 Summary: Comparisons With Required Sections: 3.125 IN x 12.00 IN x 15.5 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 54.8% Controlling Factor: Section Modulus / Depth Required 9.95. In .... . Deflections: IN3 .... Dead Load: DLD= 0.27 Live Load: LLD= 0.31 Total Load: TL_D=_ 0.59 Reactions (Each End): IN2 Moment of Inertia: Live Load: RL= 1519 Dead Load: RD= 1327 Total Load: RT= 2846 Bearing Length Reqd.: - BL= 1.40 Camber Regd.: .C= 0.41 Beam Data: Span: L= 15.5 Maximum Unbraced Span: Lu= 2.0 Pitch Of Roof: RP= 7.00 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 Beam Loading: Live Load: LL=. 14 Roof Loaded Area: RLA= 217 Roof Live Load.Method: 1 Side One: Roof Dead Load:. ...-.._.._----. <...... --.... .........:....... DL1— 10 R66FRafterTributary Width: TW1= 7.0 Side Two: Roof Dead Load: DL2= 10 ' Roof Rafter Tributary Width: TW2= 7.0 Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 15.5 Beam Live Load W/ Slope Red'n:_ wL= 196 Beam Self Weight: BSW= 9 Beam Total Dead Load: wD= 171 Total Maximum Load: wT= 367 Controlling Total Design Load: wTcont= 367 Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= - 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Ev= 1600000 Stress Perpendicular to Grain: Fc_perp= 650 Adjusted Properties: Fb' (Tension): Fb'= ---2732 Adjustment Factors: Cd=1.15 C1=0.99 Fv': Fv'= 219 Adiustment Factors: Cd=1.15 Design Requirements: IN IN = U592 IN = L/316 LB LB LB IN IN FT FT : 12 X DLD PSF SF PSF FT PSF FT FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI PSI Maximum Moment: M= 11027 FT -LB Shear ((@ d from beam end): V= 2479 LB Comparisons With Required Sections: Section Modulus: Sreq= 48.5 IN3 .... S= 75.0 IN3 Area: Areq= 17.1 IN2 A= 37.5 IN2 Moment of Inertia: ' Ireq= 256.4 IN4 I= 450.0 IN4 r7 Live Load Duration Factor: Multi -Loaded -Beam[ 97 UBC (91 NDS)1 StruCalc 4.06 Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: By: Greg Peitz, Gregory A. Peitz Architect on: 04-11-2000 Camber Adjustment Factor: CAF= Project: NEAT; =Location: BEAM NO. f t Live Load: wL= Summary: ° Beam Self Weight: BSW= 5.125 IN x 13.50 IN x 18.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use —T= Bending Stress: Section Adequate By: 68.2% Controlling Factor: Section Modulus / Depth Required 11.02 In Shear Stress: Fv= Deflections: Modulus of Elasticity: Ex= 1800000 Dead Load: DLD= 0.23 IN Live Load: LLD= 0.26 IN = L/822 Total Load: TLD= 0.49 IN = L/440 End Reactions(Left Side): Fv': Live Load: RL 1= 1486 LB Dead Load: RD 1= 1284 LB Total Load: RTI= 2769 LB End Reactions(Right Side): - S4hear ((Z , d from beam end): V= 2611 RL2= ... _.... 1401. . LB ... Dead Load: RD2= 1210 LB Total.Load: RT2= 2611 LB Bearing Length Regd.(Left) : BL1= 0.83 IN Bearing Length Regd.(Right): BL2= 0.78 IN Camber Regd.: C= 0.34 IN Beam Data: Span: __ L= 18.0 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Camber Adjustment Factor: CAF= Uniform Load: Total Load: Live Load: wL= Dead Load: w,D= Beam Self Weight: BSW= Total Load: —T= 1.00 360 240 1.5 X DLD 76 48 17 141 Concentrated Load P 1: Live Load: PL 1= 1519 Dead Load: PD1= 1327 Total Load: PTI= 2846 Location: X 1= 8.5 Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Ev= 1600000 Stress Perpendicular to Grain: Fc_perp= 650 Adjusted Properties: Fb' (Tension): Fb'= 2392 Adjustment Factors: Cd=1.00 C1=1.00 Fv': Fv'= 190 Adjustment Factors: Cd=1.00 Design Requirements: -.... . Maximum Moment: M= 18451 8.501 FT From Left Support - S4hear ((Z , d from beam end): V= 2611 _ _ Comparisons With Required Sections: Section Modulus: Sreq= 92.6 S=- 155:6 Area: Areq= 20.7 A= 69.1 Moment of Inertia: Ireq= 572.6 I= 1050.7 PLF PLF PLF PLF LB LB LB FT PSI PSI PSI PSI PSI PSI PSI FT -LB IN3 IN3 IN2 IN2 IN4 IN4 to Roof Beamj 97 UBC (91 NDS)1 StruCalc 4.06 By:-Greg Peitz,'Gregory A, Peitz Architect on: 04-11-2000 Proiect: NEAL - Location: BEAM NO. 5 Summary: 3.125 IN x 13.50 IN x 18.5 FT / 24F-V4 - VISUALLY. GRADED WESTERN SPS - Dry Use Section Adequate By: 73.0% Controlling Factor: Section Modulus / Depth Required 11.00 In Deflections: Dead Load: ...DLD= _0.31 IN Live Load: LLD= 0.35 IN = L/631 Total Load: TLD= 0.67 IN = U333 Reactions (Each End): Live Load: RL= '" 1425 LB Dead Load: RD= 1273 LB Total Load: RT= '" ' 2697 LB Bearing-Length Regd.: BL= 1.33 IN Camber Reqd.: C= 0.47 IN.: Beam Data: Span: L= 18.5 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 7.00 :12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF=.. 1.5 X DLD Beam Loading: Live Load: LL= 14 PSF Roof Loaded Area: RLA= 204 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DLI= 10 PSF Roof Rafter Tributary Width: TWI= 9.0 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2=--- 2.0 FT Roof Duration Factor: Cd– 1.15 Slope Adjusted Lengths and Loads: Adiusted Beam Length: Ladi= 18.5 FT Beam Live Load W/ Slope Red'n: wL= 154 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 138 PLF Total Maximum Load: wT= 292 PLF Controlling Total Design Load: wTcont= 292 PLF Properties For: 24F-V4- VISUALLY GRADED WESTERN SPS.- Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI - Ev= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2728 PSI Adjustment' Factors: Cd=1.15 CI=0.99 _._:-_ - _......__..... _ _ .._..:......"............Fv�;.....__....._....... ...... ......... ---- - . -.. _.. _ .........:: ..._. '– Fv –.. _ .. - �- 219.. .PSI .. Adiustment Factors: Cd=1.15 Design Requirements: . Maximum Moment: M= 12475 FT-LB Aear ((@ d from beam end): V= 2369 LB Comparisons With Required Sections: 'Section Modulus: Sreq= 54.9 IN3 — S= ... 94.9 IN3 Area: Areq= 16.3 IN2 A= 42.1 IN2 Moment of Inertia: Ireq= 346.2 IN4 I= 640.7 IN4 J r 1600000 Fc—perp= 650 Multi -Loaded Beam[ 97 UBC (91 NDS) 1 StruCalc 4.06 2336 V= By: Greg Peitz, Gregory A. -Peitz Architect on: 04-12-2000 LB Project: NEAL - Location: BEAM NO. ('p IN3 Summary: 232.5 IN3 5.125 IN x 16.50 IN x 20.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use 34.5 Section Adequate By: 39.1% Controlling Factor: Section Modulus / Depth Required"13.99 In...-.. 84.5 Deflections: Ireq= 1164.1 Dead Load: DLD= 0.22 Live Load: LLD= 0.39 Total Load: TLD= 0'.61 End Reactions(Left Side): Live Load: RL 1= 3052 Dead Load: RD 1= 1732 Total Load: RT 1= 4784 End Reactions(Right Side): Live Load: RL2= .. 3052 Dead Load: RD2= 1732 Total Load: ' RT2= 4784 Bearing Length Regd.(Left) : BL1= 1.44 Bearing Length Regd.(Right): ...-. BL2= Camber Reqd.: C= ._ .... 0.32 Beam Data: Span: L= .._.. 20.0 Maximum Unbraced Span: Lu= 2.0 'Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: ._....... L/ . 360 Total Load Deflect. Criteria: L/ _ 240 Camber Adjustment Factor: CAF= 1.5 Uniform Load: Live Load: wL= 190 Dead Load: wD= 95 Beam Self Weight: BSW= 21 Total Load: wT= 306 Concentrated Load PI: Live Load: PL1= 2304 Dead Load: PD1= 1152 Total Load: PTI= 3456 Location: X 1= 10.0 Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 Shear Stress: Fv=..`. 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.00 C1=1.00 Cv=0.97 Fv': Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: 10.0 FT From Left Support Shear (0) d from beam end): Comparisons With Required Sections: Section Modulus: Area:... . Moment of Inertia: Ey= 1600000 Fc—perp= 650 Fb'= 2336 IN IN = L/615 IN = U396 LB LB LB LB LB LB IN IN IN FT FT X DLD PLF PLF PLF PLF LB LB LB FT PSI PSI PSI PSI PSI PSI Fv'= 190 PSI M= 32558 FT -LB V= 4363 LB Sreq= 167.3 IN3 S= 232.5 IN3 Areq= 34.5 IN2 84.5 IN2 Ireq= 1164.1 IN4 1= 1918.5 M4 v, PerMit Clearance ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOk t6A0PRO� L Y '': 7 i'{: Permit #: Date: I Genera/Information / / Sj7 _ �o%-a�� D Owners Name.AP #: Same as Computer Information: io ❑ Yes 1 (� Address: Propertylnformation Loi r Zone District: SP_ Date of Zoning Ordinance: �-'2.�--`� S Subdivision Ma General Plan: A Development Agreement: Use Permit: v Variance: Side street Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan ❑ No Yes Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use i Id��� Floodplain M No ❑Yes Zone: /� Panel Number: l_ Watershed Protection Zone No ❑ Yes Pr000sed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Other Proposed Use Complies With• General Plan N Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: 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 Fire Prevention Subdivision Ma Front SO Side v Side street L��j 3S ' L;Off1 IF, -me. I Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by, ❑ Deeds Date of Creation: Deed Reference: Permit clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Legal Access Provided: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No E] -Yes ❑ No ❑ Yes P4-1 LP�Y3�VQI S u f3 Map Date of Recording: is—i-99 Lot: H ) Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Comply with condition no. ❑ Verify Legal Access Block: Book: '1 9 a of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed Pag ❑ Constriction 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 ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. General Comments: To G--2��1 1-3 PVCILr C.. �•� c r? K �,�, rAN<, c'avc32.rae7 C��;u-C;c.� i e� C.O-��—U-r.) �-r-y s���YZ �y � r-�� .. L,G►ac.� -r2�y�S p.1 ca ,i - 'TO MS 1�-)',T -,Wf-� T!�UnIJ-3 G- 10Qfa-% r�, S i aSON -Pi? C.. Li --2,0j J� . r✓o P h��-7 o r j O ,Z .1.0 SO (SQli;P-6 T> pv C f 5<_i E'�,L—;Ir/ e = e— x,�'A�;ay SGiL i BUTTE COUNTY PARRS DBVEL0PNENT FSS CERTIFICATION FORM CHICO AREA R11fi��CREA``T".ION AND PARK DISTRICT Assessor Parcel Number(s) Property Owner Qi Ch AJea.t ,. Project Location/Address 15-701Q ��S . Subdivision (Jl.� W��t W�� Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential s � Total Number of Dwelli�'^/ Units �F,•y ,t Comment': i + 5, ©0 Building Depa t ent Repre entat've Date Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) Street Address) - !,t\ t W (City) (State) Zip Code has complied with the requirements.,of Butte Co. Resolution No. 90-140 by Qom' � t H payment for dwelling units @ X ,189 for total(,payment of '$ �_ q,_Q CARD Representative Date PAID BY CHECK NO. REMARKS: BANK NO. qt— qW2_ PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 05!01/00 i1:580 001487304 CHECK 81189.00 BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District j�-N �^ C Q A.P. Niumber ' 7-67o 'Q/'� JO(.Jurisdiction: City i Property Owner Propeity LocatioNAddres: Subdivision r iCGL Aer.L Building Department No. County Lot No. Residential Development .............................................................................................................. Sq. Footage No o Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # o foundation Inspection): r. CommerciaUlndustrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building ,Department R presentative Date (Floor Plans reviews y School District Personnel) District Identification No. 4 ~" (.( 4)0 �( C 06"4, School District certifies that (t�� 1 \Q(,� (Applicant) \ 93 �.c.c�G.c�--�..t r•� -I 195 l'4 9 a (Street Address) (Phone Number) olwl n �� . 9159 2, (City) (State) (Zip Code) has complied with the requirements of Resolution No. 7 '16-9e by payment of $ � representing CR 99 � square feet. CR AB 2926 $ FULL MITIr3ATION _ ` ego School District Representative Date L Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit r 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 District 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 (school district) feeform.xls 00/98)dmm RECORDING REQUESTED BY! DAND VVii , R%AL ORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 01 -May -2000 2000-0015691 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: L crT�l �� s W)V *Al THAT CCZr4'1A1 AtAp &V77146D " PHE4A �ANP/NG 50,�01051VN ON/f Z, CHAS z �. (�+HIGK MdP �i1/ASCb1LlD l�U �H� OfIC,e Of THF R(:Cb�WCZ OF. THE CookffY OF 23/ Ey 57-476 DF rALlr-oXVIA f ON Or,r0,86TL /) 199% /A/ BODK 10 OC /✓/TAPS, qT FA&E(5) 5D� 51� SZ AVD r > Date-,,'-)-- / - (JQ PRO ERTY OWNERS: State of California ) County of BUTTE ) On 5-1-00 before me, JANET R. HERBERT, A NOTARY PUBLIC' personally appeared DIANA L . NEAL ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the knstrume the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESSpW4ant, official seal. r Signatu A.P. # ° JANET'R. HERBERT Y_ �= Comm. #1178398 _ Yt° NOTARY PUBLIC CALIFORNIA Q COUNTY BUTTE -� ?•� My Comm. Expires Apr. 17, 2002 E.H. USE ONLY Plot Plan Attached Yr -:r Floor Plan Atta ekl t3 Sent to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance f 13'201 S,: w �t 7-67o - Owner Lo ation AP# Plan Approved for: Sewage Disposal -.x:� Water. Supply: Public Private Well X I, Clearance for Wig. Other o%s i Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 P.T. SILL N1 1/2" DIA. x 12" A.B. AND 12" MAX. FROM ENDS N1qrs SS a =0 " AMK7#M AWL" 2"x2"x5/16" PLATE WASHERS, TTP. SIDINO, SEE ELEVATIONS Exterow S67B tn)rg has bw JDw ie determine ft low cawilly stwow at a cwwm aWeOffl, the 02F Stere -11- 0411691) Wads Alm Nowon the I I . . lowest ulbmse. from a sows o' five OWN, will a mrse-rim" 3**j!1C1w vI-EVAIEDIAW, BMW FEATUMB: - RoW ViiamdS for h*W WMile CaW.4y. UNE an* reduces we-wrov, vmdn rwre ewrete cm r.- SWB16 —0.1. FLASHING hers Avmpad brAlmad lar derl0ft'Aim Wlu Now.•wnlar) 7. ft-iwl a mbefterl- line AWS ln$WFW.LW 4" GONG. SLAB Con'Ttlialim msullls in v0imm rebar imenf.Rreks. Y.H.ram 17.M loGT&LA7=, •- SS111 is susme Wr mcmftk ad twc-,mw irAN140". wuhm me nd supplied a& ft SM, amW Ile OVER 4" BASE 14- Ix6 SPACER F0UlWj ROOF OVER FELTS krA* one 4 reW 7'b Tr tw The Sm does vW wild Io do bed to ft r1bilf. FINISH ORADE Minow co'criON mraw-monlikemp Is ?w pN. unim now 0" rou, no vWw, insoklim is ra" for loundodw mcra owthe g""Mignill,b"amm nocrtaftiftr, M MOL T020,24 WA 34) - lum 22500 pbi (1997 UOw nm BW04 CCare_WCWA I Use W% M the, MW Wed for 2000 psi cffwiill. RONFORM CONCRM K= t I I I ---i i 1--i I I • dm'W*Ay at aWnx 45' in ft (,4. Defore pour. w" we rftf 12' ftm S9T8 ftimmal #4 reWr Wdnim�ffl 5r Imp}- a�pros thm top &W two retws amox. 2r "m ffm IVIet'j" 14 retv 4 4. NM NAT� 6 -in" wilt mk*wm 24'o.c. Wacin;;i. (minimum 2,r I*Y Yf. trout at sM *#h milimm 200D DO co�vellaVb-all The FVA < Der W 1997 U ndwm Eluidft C;Oft, &KON 2104-62 #4 TOP WTWNS: &*&W in rot -dip g0vW60d: Will" &MP" - N __ _ i!�"`(!_ II_I, COM: 1069 4935. Uy of ILA RR 25152 for wacrete ftimmian o0y. BOTTOM -71 SELECTION TABLE TYPICAL PLAN VIEWS OF T2 RERAR INSTALLATION 71 2m. Ill. 2 x = Mai -1j68-0 ftiffl! Tive Pqv� 402k. Ty�llcvol OEM 'not LVTIIIJE� S;67bldi 88T020 wNh mud@M and haklown jimos F- AMCArM SSTB24 tj ulk. W. HOS& SSTS20 45* --�ROOF TO NALL FLASHINO 135",�MrpW OARAOE FOOTINO r2 MrT281 0" %'m 'NIS ma'pl ; H122 I S-S-T—K-4 Tmu Lm 135 T –0 P"101, H06& SSTB" SSI'934 HW, MR. HD i 0A Plan V*w of SWO Ptacurmmt WK. ANCHORS F.T. SILL V41 1/2" DIA. x 12 A.B. @ lwmw COMInmus in donefole SbmwW I 52" O.G. IN P.T. SILL 6' 0. r-,. AND 12" MAX. FROM ENDS r W/Cvnw bostagabon End WN 133) 2"x2"x5/16' PLATE WASHERS, TTP. fAmilow Tmmfta Lwad ( Min willef WaimeaAvs Cenasle Nick CwKnob 96alk End INN, L -p lob"! wmlb wirld SST816, C, % 17 C_Iz 113610 20 V, 14 W4WC 4(6o 4630 4085 195C 16-0 4745 -16 - 4" GONG. SLAB 4 SST9241 C I y, 1 25 20 1 51 4565� 4") 4065 196C 'r� 4" CONC. SLAB 22 24 U700: 10`10C W10 SM 56W 4815 A254) LOW 0/4" BASE 34 2 48 1' 5 A2M z SSTS341 E L!no-�j "I W'0 0/4" BASE TIM! 1327()01101 �88910! GM SM 48115 4m SS j A 36 0C I.L3x M4 no! be in'remal f3f duwmwm load i'lp. 4. wammuro all mm Is IVSD ft term"- T"ftal SSTS Lax'� IWACP . ,OOr Ths. br *w -d im RSTSM 34 mc I Wy t: eW%q jaft and mid badmo M %iMdak1j. Imisoltation in -17, LW Ser)W� 14113 -d M1 4*110 WK" comr-to-after qwim ib 2fe 141 Use f-4 Wh * lijW %ima 441AW 2-r t%m " SW Gwv~ Cowwwoft Block araom ac*q In tv%im V Pft $me time for led 103d. ot i*Wsd in i wm C0011216" tow OLWFIVA�-, 3L'qn SS7 WaS tF s t;mnwtw is 1NjNNd W Wmw ej h7w rw 4. 71 in & stem 0111AW I I*R*VJM %. 4 A A < 17 1 J; 7.11: - L NN -�"11 1'�7%�%-eTRUC T( NS 4 A ec NAT. ORA LINE y MIN. #4 TO 7- _; A' #4 [If TOP 507TOM J 1 4 4 BOTTOM III 1111 ._'II12 Of _5 -� t X, SHEEI 4 Q -- APR 2 S M90 Chico, California' DATE• , -4- SCALE DRAWN -7-- JOB SHEET Of _5 -� t X, SHEEI