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006-670-017
`\C 006.670-017 00-08 AG MCDOUGAL, BRENDAN & KAREN 4599 TOKAY RANCH RD., CHICO AGRICULTURAL EXEMPT PERMIT Contr: Jerry'Tucke-r /p/31/�1 STORAGE Permit'#1195-88B,P,E,M(new single f m- ily) 006-670-017 AG00-165 p1IT$S #98-2843 MC DOUGAL, BRENDON & KAREN MCDOUGAL, BRENDON 4599 TOKAY RANCH RD., CHICO 6 4599 TOKAY RANCH RDJ, HICO F//1/3"— AGRICULTURAL BUILDING BELL TROUDY ENTRY WAY/COVERED DECK 006-670-017 A000-166 y (I " ✓� MC DOUGAL, BRENDAN & KAREN Cohtr Jerry Tucker ``/ 4599 TOKAY RANCH RD., CHICO AGRICULTURAL BUILDING 6 'Permit#934=88B(demolish/$F) / 006-070-01� 00-0250 MCDOUGAL, BRENDON 4599 TOKAY RANCH RD.,CHICO 7 CONTR: BILL TROUDY 1s`RENEWAL 98-2843 F/�L B08-1001 90,AN<p 006-670-017 j MISCELLANEOUS Re -Roof s REROOF16SQ-OVERLAY.17 4599 TOKAY RANCH ROAD MCDOUGAL BRENDON B &, 006-02- 185' #98-2843 RESIDEI�9TIAL MCDOUGAL, BRENDON RESIDENTIA L4 4599 TOKAY RANCH RD.CHICO BILL TROUDY ENTRY WAY/COVERED DECK PERMIT NO. PERMIT EXPIRES /I/V OvL% 5/¢�/(' OWNER CONTR. ASSESSOR PARCEL LOCATION SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS . VERIFY Temp. Power Pole Celled PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature =OK O = Not OK RESIDENTIAL - = ?Jot Applicable = Not Ready Date UNDERFLOOR (Plans) OK except 8h I.//-Easments-FloodSlope 2. Ftq., Main; Soils-Elec. Gmd. / h ^ Ftg. Depth Ftg. Garage; Soils-Steel-Elec. Gmd/ C Ftg. Depth 4.ft. Porches & Decks; Soils -Steel-/ P Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped Ste Is, Garage; Steel-Blockouts-Wrapped _0 lDowns an moors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & cts; Clearance -Ma rialSupport Ins. - �'efZ Girders Bol -V�Crippies P -r JAS ) ss & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date -a9.- f9 Card B-1 63 Date Card B-1 Date PLUMBING (Permit) OK except Ss 17. )2 Itr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Ft= -Tub Access 21. Test Tub & Shower, Second Ftoor-Tub Access 22. Gas Pipe; Sae & Anchors Date n1b �� Card B-1 nM Date Card B-1 Date Card B-1 Date Card B-1 Date ELE ICAL (Permit) OK except #s 23. F re & Transformer Clearance -Ins. Protection EI . ecetacles Spacing -Lights & Switches at Doors S' oxes & No. of Conductors Stapled R stalled Close to Edge of Studs & C.J. te"Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date.y Card B-1 120 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 36. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Plans) OK except #'s i roper Materials & Anchors Studs -Nailing Spacing & Braces -Plates -Sound 49-1tearing Walls over Girders & Floor Nailing 43. Dpftltop in Walls (rat proof) . Flr ps, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing (Single & Duplex) Date ZFRAMING (Continued) Ha s Post Caps -Anchors -Connectors ling. Joist-Rttr. Ties-Purlin-roti Brac.-Truss-Shting -Rfng. 41 irep ace ies or pe lue Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stopdns. Baffles .' g Doors -Sill Hgt. & Dimensions rot tion Framing 52. Ppa vewa & Openings Ext Doorsgne 3 -Check Garage 3rd Story, 2 Exits 0w,40Plywoodso Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidi4<Nailing Veneer 17,0'Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Ging Area -Glass Protection -Skylights -Plastic 4*'Shear Walls: Nim' +g -Bolts "A i /., e ,2- 5-9rr 1° 9 60. Brae Interior / Exterior Wall Panels a $-r-Insulation-walls-Ceilings I nfiltra tion-Wa IlsANindows Date !` 9 Card B-1 Date Card B-1 Date 2 C B-1 120 Date Card B-1 Date FINAL (Plans) OK except #'s 6c ps-Door & Sidelight Protection -Landings moke Detector VS -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection ting BBath Fixtures & Tub Access -Spa fim oubpanel, Breaker Sizes & Labels 69r6tairs&-Rajls uep ace or , Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext p i e; Ground. -Air Gap -Cooking Clearance u ets Recepticales at Kit. Counter arage ire Door; Swing -Landing -Closure -IS- AL-Duet•in-Garage-Damper learance-Comb. Air Connector-P.R.V. In G a e; Above Floor -Meth. Protection . Plb., Elec. & Mech. Equip. Listed for Location M-Ele-Me-cepRacles in Garage G.F.I. -Romex Protection sul -Foam-Looked in Attic Hails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes plOng Ins rive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No ATStucco 8 -Finish 897-A C -Un- OMconnect, Electrical -Plumbing 8T.-Ve�Above Roof, Plbg-Appliancereplace-Clearance to Openings 86. a ell, isconnect Electrical, Plumbing terio �ec�Trim, G.F.I. Receptacle -Underground PAo4e_otilMl6bn Throught House ss Protection Corrections from Previous Inspections 94,--Gae-TestV- eters Tagged, Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval 93--&qeFgpGompliance Certificate -Other Certificates Date ' Q Card B-1 Date Card B-1 Dat " Card B-1 Date Card B-1 Date 0j Card B-1 Date Card 8-1 Conts a Final: V=QK 0 = Not OK Not '=NotReady ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements Card B-1 Date Card B-1 2. Soils; Special MH Support Sketch Card B-1 Date Card B-1 3. Sewer, Location-Test-FaIFCIO-Concrete MOBILE HOME INSTALLATION (Plans) OK except #'s 4. Water; Location -Int -Easement Needed (Sketch) 1. Zoning Requirements- Setbacks Easements S. Electricity; Location -Clearances Gmd-/ /Amp: creta 2. Footings; SizeSpacng-Marriage Line 6. Gas; Location-Te"rap; / /LYL / /Nat or/ PL'fL/ /LPG 3. Gas; MH Test Demand-Vahe-Connector 7. Well Clearance b Disconnect 4. Electricity; MH Test C ossovers-Breakers-Clearances 8. Utility Clearance r- MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except M's 1. Zoning Requirements -Setbacks -Easements Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; SizeSpacng-Marriage Line 3. Gas; MH Test Demand-Vahe-Connector 4. Electricity; MH Test C ossovers-Breakers-Clearances S. Drain; MH Test-Fall+F Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval ` 8. Gas and Electricity Tagged 9. Tie DownsNpe-Installation Cert Date 10. Exits:Insp.Sketch Date 11. Cert of Occupancy Date 12. Permanent Foundation orgy: License Decal 1. Setbacks -Easements Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4. Elec.; Receptacles and Lighting. Distance-GFI r- MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except M's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing•ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-RItrs.-Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns-ConnectionsSplice-Decal-Enck)sures 6. Carports; Windows -Doors 7. Electric 8. Fong.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing-VeneerStuoco-Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Soils; CompactionSVucture Stability - 3. Pool Structure; Steel-Connec6ons-7hidvtess Dead Men -lining 4. Elec.; Receptacles and Lighting. Distance-GFI 5. Elec.; Pod Lighting; 15 Vdts-GFI 6. Elec.; Enclosures-, Conduit Entries-Terminals-Usted 7. Elec.: Bonding; Metal w/9 -Circ lating Equip.4ieater 8. Eke.; Groundir g; Equip. w/5 Cccilating Equip. -Pool LBhtg. Boxes-Enclosures-Parelboerdsans. to Main in Conduit 9. Health Department Approval 10. Plumb.: Cir. Tes~er Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Roberts Consulting Engineering 336 Broadway #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com i Butte County Building Department 7 county Center Drive Oroville, CA 95965 (530) 538-7541 RE: McDougal Remodel 4599 Tokay Ranch Rd. Chico, CA 9597 A.P. #: 006-020-185 98-2843 To Whom It May Concern, The contractor for the project, Bill Trouty, installed one additional '`/2" diameter by 6'.long threaded rod with Simpson Set High Strength Epoxy in the north shear wall next to the front door. From the Simpson catalog C-99, effective 1/1/1999, the capacity of a ''/2" diameter sill anchor is 2000 lbs. Taking %2 of the tabulatedivalue and a spacing of 18" o:c. this bolt has a capacity of 667 plf. The design shear stress imposed on the wall is 454 plf, this value can be found on page L5 of the structural calculations. The tabulated value of the installed epoxy anchor bolt exceeds the imposed design load and. can be used for this application. Mr:' Trouty wishes to use a different hanger from the one shown in detail 6/S6. One Simpson A35. is _to be used in place. of the Simpson RR hanger shown. In addition to the A35, a CS 16 strap `.isl,to 4be installed on top of the rafters running from one rafter end to the other, over the top of the ridge beam. Thank you for'the opportunity to be of service. Please contact us at the address and number . above if you have any questions. �C*�rts., Charles PE r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telepho a (530) 538-7541 T o. (Rev. 12/96) ,�_. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - BOA" G % /,;? ZGN9G20 BUILDINGPERMIT OWNER MCDOUGAL, BRENDON TELEPHONE SO. FT. OCC. BUILDING VALUATIblIq 16 3 R 8802 OWNERS MAILING AD 99 TOKAY RANCH RD. CHICO 95973 151 C 1961 CONTRACTOR'S NAMEBILL TROUDY Ti+TDNG933 CONTRACTORS Mfln g2RFA6S RNER LN. CHICO 95973 `J- �, l7/i CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGIN MARLES ROBERTS 03892 Filing Fee $ 20.00 Permit Fee $ 126 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 45-419 'FO kj•„ , nck) K-�1 Energy Plan Checking Fee $ 93 00 $ Ch ICO PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ® Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition 9 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DINING ROOM ENTRY WAY * COVERED DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI WT—' @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 V LE Main Service . ' OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f I force and effect. /! C� `j License Class Lic. No. `7 7/ / OWNER -BUILDER DECLARATION I hereby affirm under penalty of p4rjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier �`T,Q % � J2, v., i1 Policy Number -ZZ — Z / __ (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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co those pro ' ns. XDate �i QCT Signature o A (cant - ❑ Owner ontractor ❑ Agent An OSHA permit is required forexcavation �er,,5'0" epep and d ion or coni dtffl' of structures over 3 stories in height. 9 �t >UO Main Service zoDA TO LDooA 46.00 NEW CONST. DWELLING OOCUP. SO OR ADDNS. ( a Acc. BLOs. 3.5QFT: T. MULTRANCI.OUTLET 97,50 NON -RES'.. POWER APPARATUS d SINGLE OUTLET CSI R. OUTLET OR FDCTURES O 1.00 20 00 �(, OCCU FU( ED APPLI�. Ex. Occup.oNE% RES,D. OR EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 25.70 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation EXTEND DUCT 15.00 PERMIT FEE S 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 c c r. PE TOT FEE3 .60 HAZ. D FEES IMP FL000 CDF q(iCFy PD (V/ HD u This permit is hereby Issued under the of the Butte County Code and/or indicate above for which fees have By h lu 6 O&Z&Aal PERMIT PERMIT EXPIRES ON f — applicable provisions Resolutions to do work been paid. Date0 `Q — 106V 9 7i9 Date Receipt No. 251231/$164.90// ^)/.+ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541n a f4� No. (Rev. 12/96) APPLICATION AND PERMIT `� ASSESSOR PARCEL NUMBERBUILDING coo— 0a -o — w —go PERMIT OWNER Jre A, Soti Me- , TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS IMILING ADDRESS frk4t 'A ��/ IL�e/ 95P73 ` CONTRA �. /moi— o K TELEPHONEy5 33 / O i o CONTRACTORS MAWNG ADORES CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 109 ARCH CT OR ENGINEER l, S LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 6 . o -o ARCHITECT OR ENGINEERS MAUNG ADDRESS Plan Checking Fee $ SUILOINGADDRESS Energy Plan Checking Fee $ C93, th-'o a PERMIT FEE S t� LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE SF Duplex O Mobilehome ❑ Other sPECIPY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition 01 Remodel ❑ Utilities ❑ Installation O Other O Describe Work: Di N> -' f'®- d -,1-1 0_0 -, A,- !4 1A.7 Gr i1 �� U e ✓ �C�P [-!� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ _i ELECTRICAL PERMIT Fling Fee 20.00 Main Service zooA oa ESS 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 full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 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 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.) O 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 If 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories In height. Mein Service TO t000A 46.00 WEL200A NEW CONST. DWBIIN. OCCUP. SO OR AooNs. a ACC. eros. 3.50x: gR610, MULTI OvrLET 97,50 p µ POWER APPARATUS a SINGLE OUnET CIR Ex. Occup. OVnET OR FIXTURES eAl 0':� OR Ex. Occu . ov t°ELs D.1 EE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S r MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation -e dt, Gr 6 p PERMIT FEt S ism Mobile Home Installation Fee $ Energy Inspection Fee $ (� •' o -o occ CONST. TYPE TOTAL FEE Z CJ HAz o. �� IMP FLOOD COP PARCEL PO HD ISSUE This permit is hereby Issued under of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date is rReceiptNo. S q0 ITE-D.D.S.-B.D. CANARY -A S SSOR PINK44SPECTOR GOLDENROD -APPLICANT � �r ECIC W0069 Department C 0 u n t, J. Michael Crump, Director Warner C. Phillips, Assistant Director September 15, 1998 Elmer J. Silvera 4639 Tokay Ranch Road Chico, CA 95973 Public f B u t Works Re: Certificate of Merger, AP 006-020-084 (Lots 9 & portion 10) Dear Mr. Silvera: LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-2140 On September 15, 1998, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. After the recording and processing of your Certificate of Merger by the Butte County Recorder's office, we will return your certificate to you. "* Should you appeal the decision of the Department of Public Works, please submit your appeal, in writing, with the appeal fee of .$50.00, to the Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, California, prior to 4:00 p.m., . If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, 1—,Vl— zgz/ Stuart Edell Manager, Land Development Division SE/kp cc: Environmental Health Department Charles E. Harris, Jr. building Division, Development Services 4'�"�`l.r'�'�:i.1s�'�Q.°`.:Li�'�• 'n..,� • 'I�,,,i~',; .�,�1.a ..k�"��. �'��.,�,r��i4r'f���'?Y.tr S�+'�" COUNTY OF BUTTE.— -BUILDING DIVISIONti„ _ DEPARTMENT OF DEVELOPMENT SERVICES '411 Main Street w Chico, CA • (530) 89i-2751- 7 91-27517 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. I ,you have any questions pertaining to this matter, or need additional explanation, please con ct this office immediately. P/d V i �� 14 1701-116P c/ c5,e I/ i i Date InspectorY,455w � 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 �/J n CORRECTION NOTICE OWNER V 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, l rrA4lni Date Inspector REV 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 Lk OWNER CORRECTION NOTICE 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 's office immediately. bia «�,0 wa �� ©U3;P e off.•--� Pio 2 JnC O�; ,,-f yrs anniodo t 1 S r ,Y. �a Date Inspector a e / - = REV 1092 F `• �'� E.H. USE ONLY a - Plait Plan Attached r5- Floor,flan Attached CJ- Sent fSent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ale- 40uaal `S'i9 %1a,,7a4 k✓. o-195 Own64 Location AP# Plan Approved for: Sewage Disposals Water Supply: Public Private Well Clearance for --dvveUh*g. Other 40,7 � /'earn Y e.,�f>^�� Hold final for: Final clearance O.K. for: NOTE: ': ,�- . ,gore/o/ � / Environmental Health Specialist 8/96 Date ` � - ��..� vim• '� - �Mi �1•�i1��+M'a�+4�'xM'hT Li:R"i�'�T1. i(. ,1 +• .qtl COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: �l'VP_ Db U 9 A- l ASSESSOR PARCEL NUMBER: d O 6 — 6 2 O Proposed Building Use: mil/ � o u = /,.0 Building Inspector: yC !3 Date: la – 9 – 1_ Q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ;energy eered truss details and layout in duplicate (required prior to plan review) No faxes! Design Compliance and supporting�documentation- --------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------- ❑ 8. Hazardous Material Form. 09. anufactured Home data and installation instructions including Tie Down Specifications ------------------- 0. ees of $ 19a • –70 ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑e4Sanitation loud elevation certificate. ---------------------------------------------------------------------------------------- and plot plan approval C Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 1117. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 111.9. ---------------------- ❑1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1120. Pre -inspection for required Request to Building Inspector on (Date) 112 1. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 1126. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- a�J433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- Other:------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑ Telephone 3 -1 0�- 33 and hold for pickup at.0 I e- Q office. ❑ Deliv A+ith irnmsp or. Applicant Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: J By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: 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, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, wof the above required data by 13 phone, ❑ mail, 13 Building Bron counter, by Date: as advis Plans reviewed by: Date: 1,P - Plans approved by: Date: Xa oZ Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. p 7� Sent By: R. C. E.; 5308948805; Feb -12-99 2:06PM; Roberts Consulting Engineering 33.6 Broadway #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cl@r-c-e.com 8i Website: http://www.r-c-e.com )ince County Building Department 7 county Center Drive Orovi.11e, CA 95965 (530) 538-7541 RF: McDougal Remodel 4599 Tokay.Ranch'Rd. Chico. CA 9597 A.P. #: 006-020-185 98-2843 To Whom It May Concern, ©6(c— Co%0-01 ,;L - Page 1 /1 The contractor for the project, Hill Trouty, installed one additional %" diairictcr by 6" long threaded rod with Simpson Set High Ntrength Rpoxy in the north shear wall next to the front door. From the.Simpson catalog C-99, effective 1/1/1999, the capacity of a ''/Z" diameter sill anchor is 2000 lbs. Taking '/2 of the tabulated value and a spacing of 18" o.c. this bolt has a capacity of 667 plf. The design shear stress imposed on the wall is 454 p1f this value can. be found oil page L5 of the structural calculations. *Me tabulated value of'the installed epoxy anchor bolt exceeds the imposed design load quid can be used for this application. Mr. Trouty wishes to use a. different hanger from the one shown in detail 6/S6. One Simpson A35 is to be used in place of the Simpson RR hanger shown. In addition to the A35, a CS16 strap is to be installed on top of the rafters running from one rafter end to the other, over the top Of the ridge beam. 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, Charles J. Kobcrts, PI-; RECEIVES kyl FEB "I 61999 BUTTE COUNTY BUILDING DIVISION ��yr*..rvw�+ei.•�.+s�wry�'rv-ivy`4rl'�1�'�`�7`�3'7wh...Ra.•y.t.r•�x.�rrp„r�""iQl+�,'�;'aid'''F�Jt`iY,`��'7''�Y'�`K�'ib73��+in�:��i";,�.air+���.i+a�:'ii'�'Yi��'f'�°i��1.Y'3'-►.•�%i.!ui��i'`�ti.:j�"' r,�, COUNTY OF BUTTE DhPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # tt ,n G, -- h Lo PROPOSED BUILDING USE ��� 1� `?L�,�,a/ DATE / 9 —9: REC # DATE REC BUILDING PERMIT FEES -- Balance Due ................ $ . -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ......../ $ SCHOOL DISTRICT FEES G (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units J 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 $425.00 (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 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 planchecking process, APPLICANT DATE Original-Owner Copy -Building Div. (Rev. 12/96) STRUCTURAL CALCULATIONS RCE Job #98-053 for 'BUTTE COUNT`► BUILDING DEPARTMEN McDougal Remodel A P OVEn 4599 Tokay Ranch Rd. Chico, CA 95973 Calculation Index: Page # • Gravity Loads 1 • Partial Lateral LI — L8 Analysis • Frame Analysis FR1 — FR9 • Beam Analysis BI — B7 Revision Summary: Rev. 0 Initial Issue ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (916) 894-8801 E-mail: cj@r-c-e.com 8L Website: http://www.r-c-e.com a 11/13/98 - McDougal Remodel R.C.E. 980.53 - Pg. 1 Gravity Loads: Roof Dead Load '/s" Ply 1.5 psf ' Slope = Comp Roofing 2.0 psf 4 Trusses @ 24" o.c. 5.0 psf to Gyp 2.5 psf 12 Insul. 1.0 psf Misc. 2.2 psf Total (sloped) 14.2 psf Total horiz 15.0 psf Total axial 4.5 psf Roof Live Load IlConstruction (4/12) 16.0 psf Exterior Wall '/s" Ply 1.5 psf 2x4 @ 16" o.c 1.1 psf Gyp 2.5 psf Stucco Siding 10.0 psf Insul. 1.0 psf Misc. 1.9 psf Total (sloped) 18.0 psf f - AA LL LAYOUT b� 11/13/98 - Partial Lateral Analysis - McDougal Remodel - R.E.C. 98.053 UBC Wind Loads -- Method 1 p= Ce-Cq-qs-I 1WW nI W IWQ nWR nl R nPR P= P= P= P= P= P= Wind Spee 75 mph Exposure: C um Kim 0114" U '' 6A "Alm I im(?i'.1oI1•.i'a.1r• nd Loading @ Roof ESM KR%111�♦E&%A EMMA 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' Ce = 1.19 @ 20 to 25' Wind Spee 75 mph Exposure: C where; nd Loading @ Roof Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' Ce = 1.19 @ 20 to 25' Ce= 1.23 @25 to 30' Ce = 1.31 @ 30 to 40' Ce = 1.43 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs = 14.4 psf I = 1.00 Importance Factor nd Loading @ Roof Tributary Roof Slope = 4 Rise to 12 Horiz. nd Loading @ Roof Tributary Normal Resultant Horizontal Force Wall Line 1-2 Area Pressure Force 0 lbs. (IWW) @ 0 to 15' 4.50 feet @ 12.2 psf = 55 lbs. (IWW) @ 0 to 15' !an Roof Height = 11.3 feet 4.50 feet @ 7.6 psf = 34 lbs. (OLW) @ 0 to 15' Uplift Pressure = 10.7 psf 4.50 feet @ 4.6 psf = 21 lbs. (IWR) @ 0 to 15' @ 0 to 15' 4.50 feet @ 10.7 psf = 48 lbs. (OLR) @ 0 to 15' Fn =I 158 nif - horiz. nd Loading @ Roof Tributary Normal Resultant Horizontal Wall Line 2-3 Area Pressure Force 0.00 feet @ 12.2 psf = 0 lbs. (IWW) @ 0 to 15' !an Roof Height = 11.0 feet 0.00 feet @ 7.6 psf = 0 lbs. (OLW) @ 0 to 15' Uplift Pressure = 10.7 psf 4.00 feet @ 4.6 psf = 18 lbs. (IWR) @ 0 to 15' 4.00 feet @ 10.7 psf = 43 lbs. (OLR) @ 0 to 15' Fn = 1 61 nif - horiz. •'' 11/13/98 Partial Lateral Analysis - McDougal Remodel - .R.E.C. 98.053 3 UBC Seismic Loads - Static Force Procedure V= (Z•1•C/Rw)•W where; Z = 0.3 Zone 3 I = 1.00 Importance Factor p=1 0.103 •W C = 2.75 maximum Rw = 8.0 ' W = Building Weight Seismic Roof Loading Tributary Weights = 26.00 feet of Roof @ 15.00 psf @ Lines 1-2 '9.00 feet of Ext. Wall @ 18.00 psf 4.50 feet of Int. Wall @ 10.00 psf V 62 pif - horiz. Seismic Roof Loading Tributary Weights = 23.25 feet of Roof @ 15.00 psf @ Lines 2-3 0.00 feet of Ext. Wall @ 18.00 psf 0.00 feet of Int. Wall @ ' 10.00 psf V 36 p - onz. 11/13/98 - , Partial Lateral Analysis - McDougal Remodel - R.E.C. 98.053. a Lateral Load Summary 1 st Level Loadings Wall Line ID Tributary Length ft, Unit Loads Seismic Wind p.l.f. p.l.f. Wall Loads Seismic Wind kis (kips) Controlling Load Case 1 20.00 62 158 1.231 3.160 Wind Controls 2 -South Side 20.00 62 158 1.231 3.160 Wind Controls 2 -North Side 4.00 36 61 0.144 0.244 Wind Controls 3 5.00 36 61 0.180. 0.305 Wind Controls 11I/13/98 - Partial Lateral Analysis - McDougal Remodel - R.E.C. 98.053 SHEAR STR SES AND SHEAR ANCHORAGE SUMMARY Wall ine ID Wall Loads Seismic Wind (kips) (kips) wall Length (feet) Wallrag Stresses (plf) Length (feet) Horizontal Diaphragm Lengths 81 Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (plo (feet) (plf) South Side North Side 2@ Roof Level 2@ Foundation 1.38 3.40 7.5 454 n/a 26 122 22.25 11 0.500 0.818 18 inches o.c. 3@ Roof Level 3@ Foundation 0.18 0.31 n/a n/a n/a 22.25 14 n/a n/a n/a 11113/98 - Lateral Analysis McDougal Remodel PSI L_i,� Chord 8L Drag Force Summary (worst cases) Chord Data Unit Load (w) Seismic Wind Max Chord Force (T)= w9L2 # Nails Required At Each Chord Chord Chord Length (L) Depth (D) Line ft 11 I I Kis 8•D —Boundary House Roof Diaphragm Chord Forces 1 8i 2 A 8T B 40 24 62 1 158 1 1.32 1 1 Sinker Nail Size = 16d Sinker Nails Nail Shear Capacity- = 125 pounds Max Number Required 1 1 Sinker Nails Note: McDougal Remodel 11/13/98 - Lateral Analysis - P� t_: + 1991 NDS Yield Limit Analysis For Laterally Loaded Single Shear, Nailed Wood -to -Wood Connections Connection ID: 11 _ 11 Load N.D.S. 12.3.1 Eq.'s Dead = 0 lbs. Z = Nail Size = 16d Sinker Nails Floor = 0 lbs. ib. Mode Illm Nail Diameter = 0.131 inches Snow = 0 lbs. Z = Nail Length = 3.25 inches Const. = 0 lbs. 1.60 Nail Yield Strength Fyb = 102.4 ks! (Breyer, '93) Seismic = 0 lbs. n/a penetration, p = 1.5 inches (main member) Wind = 0 Lbs. tm = 1.50 inches (main member) SGm = 0.50 DF -L Main Member Specific Gravity, EWP, DF -L, HF, SP or SPF Fern = 4,637 psi (main member) is = 1.50 inches (side member) SGs = 0.50 DF -L Side Member Specific Gravity, EWP, DF -L, HF, SP or SPF Fes = 4,637 psi (side member) Re = 1.0000 kl = 1.0825 k2 = 1.0825 KD = 2.20 Diameter Factor Cm = 1.00 Wet Service Factor Ct = 1.00 Temperature Factor Cde= 0.95 Penetration Factor, (p / 12D < = 1.0) Ceg = 1.00 End Grain Factor, (1.0 or 0.67) Cdi = 1.00 Diaphragm Factor, (1.0 or 1.1) Ctn= 1.00 Toenail Factor, (1.0 or 0.83) n = 1 Number of Fasteners, (Nails) N.D.S. 12.3.1 Eq.'s Cd = 0.90 Eq 12.3-1 Z = 414 Ib. Models Eq 12.3-2 Z = 149 ib. Mode Illm Eq 12.3-3 Z = 149 Ib. Mode Ills Eq 12.3-4 Z = 98 Ib. Mode IV Z' = Z(Cd*Cm*Ct*Cde*Ceg*Cdi*Ctn) Dead Condition Z' = 84 Cd = 0.90 Floor Condition Z' = 94 Cd = 1.00 Snow Condition Z' = 108 Cd = 1.15 Const. Condition Z' = 117 Cd = 1.25 Seis Condition Z' = 125 Cd = 1.33 Wind Condition Z' = 150 Cd = 1.60 Nail Fastener [ Nail Penny Box Nails /eight Diameter Lengtl 6d 0.099 2.00 8d 0.113 2.50 10d 0.128 3.00 12d 0.128 3.25 16d 0.135 3.50 20d 0.148 4.00 30d 0.148 4.50 40d 0.162 5.00 50d n/a n/a 60d n/a n/a Common Nails Diameter Lengtl 0.113 2.00 0.131 2.50 0.148 3.00 0.148 3.25 0.162 3.50 0.192 4.00 0.207 4.50 0.225 5.00 0.244 5.50 0.263 6.00 Connection Capacity,lbs. OK!! OK!! OK!! OK!! OK!! OIC!! 84 Dead Loads 94 Floor Loads 108 Snow Loads 117 Const. Loads 125 Seismic Loads 150 Wind Loads i, Sinker U User-Defin Sinker Nails Diameter Length_ 0.113 2.00 0.113 2.38 0.131 3.00 0.131 3.25 0.131 3.25 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Custom Nails Diameter Lengtl 0.113 2.00 0.131 2.50 0.148 3.00 0.148 3.25 0.162 3.50 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 11 / 13/98 - Lateral Analysis - McDougal Remodel Wall ne ID * See Note Lateral Load (kips) Loada Type I I Height (feet) a Length I (feet) Applied orces Uniform Point (klf) (kips) pp ie OTM (foot -kips) orces esisting 0 1 M Uniform Point (kIQ (kips) Kesistive OTM (foot -kips) Net Up A Force (kips) Comments Used 100% of Tabulated Values Simpson Products ere s are checked at both ends of a shear wall, the following convention is employed: At lettered wall lines, the West end is referenced first. At numbered wall lines, the North end is referenced first. 2 1.38 Seismic w x POST 8t SSTB20 A.B. 1st Level 9.00 3.50 5.78 0.162 0.84 1.409 PHD2 w/ DBL 2x POST 8L SSTB20 A.B. 3.40 Wind 9.00 4.00 16.34 0.162 0.86 3.869 PHD5 w/ DBL 2x POST u SSTB24 A.B. 9.00 3.50 14.30 0.162 0.66 3.896 PHD5 w/ DBL 2x POST 8t SSTB24 A.B. STRUCTURE DATA TYPE = PLANE NJ = 1 9 MN/ELEM 1,7 25 19 26 r 20 . 21 2 13 10 141 6 12 13 15 14 1 NM .— 26 NE = 0 /6e 2 6 1 1 NS 0 5 NR J= 9 NL = 7 XMAX= 21.0 YMAX= 12.5 ZMAX= 0 1" 3 5 7 1 4 7 J=19,M=26 UNIT FEE POU 5 T A A D POST—PLO T c REV e 22.3 ) DATE: NOV 13, 1999 TITLE: — MCDOUGAL REMODEL r _p User ID: R. C. E. PAGE NO. -17- P� FR-2- S RZ S T A A D - III * Revision 22.3 * Proprietary Program of * Research Engineers, Inc. * Date= 11:56: 52998 * Time= 11:56:46 * * USER ID: R. C. E. 1. STAAD PLANE - MCDOUGAL REMODEL 2. INPUT WIDTH 72 3. PAGE LENGTH 66 4. SET NL 7 5. UNIT•INCHES KIP 6. JOINT COORDINATES 7. 1 .000 18.000 .000 8. 2 .000 81.000 .000 9. 3 .000 108.000 .000 10. 4 74.250 18.000 .000 11. 5 74.250 81.000 .000 12. 6 74.250 108.000 .000 13. 7 125.750 18.000 .000 14. 8 125.750 81.000 .000 15. 9 125.750 108.000 .000 16. 10 251.500 18.000 .000 17. 11 251.500 81.000 .000 18. 12 251.500 108.000 .000 19. 13 27.000 108.000 .000 20. 14 47.250 108.000 .000- 21. 15 152.750 108.000 .000 22. 16 224.500 108.000 .000 23. 17 125.750 150.500 .000 24. 18 90.688_ 138.813 .000 25. 19 160.813' 138.813 .000 26. MEMBER INCIDENCES 27. 1 1 2 28. 2 2 3 29. 3 4 5 30. 4 5 6 31. 5 7 8 32. 6 8 9 33. 7 10 11 34. 8 11 12 35. 9 3 13 36. 10 13 14 37. 11 14 6 38. 12 6 9 39. 13 9 15 40. 14 15 16 41. 15 16 12 42. 16 2 13 43. 17 5 14 44.. 18 8 15 45. 19 11 16 46. 20 9 17 47. 21 9 18' 48. 22 9 19 49. 23 3 18 - MCDOUGAL REMODEL 50. 24 18 17 51. 25 17 19 52. 26 19 12 53. MEMBER PROPERTY AMERICAN 54. 1 TO 8 PRI YD 3.5 ZD 3.5 55. 16 TO 22 PRI YD 3.5 ZD 3.5 56. 9 TO 15 PRI YD 9.25 ZD 3.5 57. 23 TO 26 PRI YD 7.25 ZD 3.5 58. MEMBER RELEASE 59. 2 4 6 8 12 15 TO 22 24 26 END MX MY MZ 60. 9 13 16 TO 23 25 START MX MY MZ 61. UNIT FEET POUND 62. CONSTANT 63. DENSITY 34.2 ALL 64. UNIT INCHES KIP 65. CONSTANT 66. E 1.700E3 ALL 67. UNIT FEET POUND 68. SUPPORT 69. 1 4 7 10 PINNED 70. 3 12 17 TO 19 FIXED BUT FX FY MX MY MZ 71. LOAD 1 DEAD LOAD 72. JOINT LOAD 73. 3 12 FY -400. 74. 17 FY 7726. 75. SELFWEIGHT Y -1. 76. MEMBER LOAD 77. 23 TO 26 UNI GY -30. 78. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- User ID: R. C. E. -- PAGE NO. -�- Pq3 NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 19/ 26/ 9 ORIGINAL/FINAL BAND -WIDTH = 15/ 4 TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 49 SIZE OF STIFFNESS MATRIX = 735 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.04/ 2047.7 MB, EXMEM = 1963.3 MB ++ Processing Element Stiffness Matrix. 11:56:52 ++ Processing Global Stiffness Matrix. 11:56:52 ++ Processing Triangular Factorization. 11:56:52 ++ Calculating Joint Displacements. 11:56:52 ++ Calculating Member Forces. 11:56:52 79. CHANGE 80. LOAD 2 LIVE LOAD 81. JOINT LOAD 82. 3 12 FY -360. 83. 17 FY -720. 84. MEMBER LOAD 85. 23 TO 26 UNI GY -32. 86. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 11:56:52 ++ Processing Global Stiffness Matrix. 11:56:52 ++ Processing Triangular Factorization. 11:56:52 ++ Calculating Joint Displacements. 11:56:52 ++ Calculating Member Forces. 11:56:52 87. CHANGE 88. *SEISMIC LATERAL LOAD 0.18K/22' 89.'LOAD 3 SEISMIC 90. MEMBER LOAD - MCDOUGAL REMODEL 91. 23 TO 26 UNI X 8.18 92. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 93. CHANGE 94. *WIND LATERAL LOAD 0.31K/22' 95. LOAD 4 WIND. 96. MEMBER LOAD 97. 23 TO 26 UNI X 14.09 98. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint -Displacements. ++ Calculating Member Forces. 99. CHANGE 100. LOAD COMB 5 DL + LL 101. 1 1. 2 1. 102. PERFORM ANALYSIS 103. CHANGE 104. LOAD COMB 6 DL + EQ 105. 1 1. 3 1. 106. PERFORM ANALYSIS 107. CHANGE 108. LOAD COMB 7 DL + -EQ 109. 1 1. 3 -1. 110. PERFORM ANALYSIS 111. CHANGE 112. LOAD COMB 8 DL + W 113. 1 1. 4 1. 114. PERFORM ANALYSIS 115. CHANGE 116. LOAD COMB 9 DL + -W 117. 1 1. 4 -1. 118. PERFORM ANALYSIS 119. PDELTA 4 ANALYSIS 120. CHANGE 121. PLOT SECTION FILE 122. LOAD LIST ALL 123. START SCRIPT LANGUAGE 124. UNIT INCHES POUND 125. OPEN FILE MEMBFORC.WCK 126. WRITE HEADER 127. FORMAT='SECTION TYPE' 128. WRITE HEADER 129. FORMAT='l, 26, VGDL, D.FIR-L, NO. 2' 130. WRITE HEADER 131. FORMAT='MOISTURE' 132.'WRITE HEADER 133. FORMAT='1, 19, MC>19%, 134. WRITE HEADER 135. FORMAT='LOAD CASE FACTORS' 136. WRITE HEADER User ID: R. C. E. -- PAGE NO. �- 11:56:52 11:56:52 11:56:52 11:56:52 11:56:52 11:56:52 11:56:52 11:56:52 11:56:52 11:56:52` User ID: R. C. E. MCDOUGAL REMODEL -- PAGE NO. -4- Fc� 137. FORMAT='1, 1, 0.9' 138. WRITE HEADER 139..FORMAT='2, 2, 1.25' 140. WRITE HEADER 141. FORMAT='3, 9, 1.33' 142. CLOSE 143. OPEN FILE MEMBFORC.WCK 144. FOR MEMB 1 TO 26 145. WRITE HEADER 146. FORMAT='MEMBER PROPERTIES' 147. WRITE PROP MEMB B D 148. FORMAT=I5,',',F10.2,',',F10.2 149. CLOSE 150. OPEN FILE MEMBFORC.WCK 151. FOR JOINT 1 TO 19 152. WRITE HEADER 153. FORMAT='JOINT COORD' 154. WRITE COORD JOINT 155. FORMAT=I4,',',F10.2,',',F10.2,',',F10.2 156. CLOSE 157. OPEN FILE MEMBFORC.WCK 158. FOR MEMB 1 TO 26 159. WRITE HEADER 160. FORMAT='MEMBER INCIDENCES' 161. WRITE MINC MEMB 162. FORMAT=I4,',',I5,',',I5 163. CLOSE 164. OPEN FILE.MEMBFORC.WCK 165. FOR MEMB 1 TO 26 166. FOR LOAD 1 TO 9 167. WRITE HEADER 168. FORMAT='INTERNAL FORCES' 169. W 1 rR P- User ID: R. C. E. - MCDOUGAL REMODEL -- PAGE NO. REPORT: LIST SUPPORT REACTIONS. SUPPORT ----------------- REACTIONS -UNIT POU INC STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 1 1 -.05 641.52 .00 .00 .00 .00 2 -.32 533.20 .00 .00 .00 .00 3 -43.16 -130.09 .00 .00 .00 .00 4 -74.34 -224.07 .00 .00 .00 .00 4 1 .04 121.73 .00 00 .00 .00 2 .30 34.84 .00 .00 .00 .00 3 -43.44 94.22 .00 .00 .00 .00 4 -74.82 162.29 .00 .00 .00 .00 7 1 2.48 1199.53 .00 .00 .00 .00 2 .51 1032.43 .00 .00 .00 .00 3 -42.41 -53.50 .00 .00 .00 .00 4 -73.06 -92.16 .00 .00 .00 .00 10 1 -2.48 678.64 .00 .00 00 .00 2 -.48 547.47 .00 .00 .00 .00 3 -42.43 89.37 .00 .00 .00 .00 4 -73.09 153.93 .00 .00 .00 .00 1 rR P- i` User ID: R. C. E. - MCDOUGAL REMODEL -- PAGE NO. REPORT: LIST MEMBER END FORCES. MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- POU INC MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y 16 1 2 3.05 3.27 .00 .00 .00 13 3.49 3.27 .00 .00 .00 2 2 -1.51 .00 .00 .00 .00 13 1.51 .00 .00 .00 .00 3 2 -203.45 .00 .00 .00 .00 13 2.03.45 .00 .00 .00 .00 4 2 -350.44 .00 .00 .00 .00 13 350.44 .00 .00 .00 .00 17 1 5 3.06 3.27 .00 .00 .00 14 3.48 3.27 .00 .00 .00 2 5 -1.39 .00 .00 .00 .00 14 1.39 .00 .00 .00 .00 3 5 204.76 .00 .00 .00 .00 14 -204.76 .00 .00 .00 .00 4 5 352.71 .00 .00 .00 .00 14 -352.71 .00 .00 .00 .0,0 18 1 8 14.97 3.27 .00 .00 .00 15 -8.42 3.27 .00 .00 .00 2 8 2.41 .00 .00 .00 .00 15 72.41 .00 .00 .00 ,.00 3 8 -199.94 .00 .00 .00 .00 15 199.94 .00 .00 .00 .00 4 8 -344.40 .00 .00 .00 .00 15 344.40 .00 .00 .00 .00 19 1 11 14.96 3.27 .00 .00 .00 16 -8.41 3.27 .00 .00 .00 2 11 2.29 ,00 .00 .00 .00 16 -2.29 .00 .00 .00 .00 3 11 200.01 .00 .00 .00 .00 16 -200.01 .00 .00 .00 .00 4 11 344.53 .00 .00 .00 .00 16 -344'.53 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 c 1 1 f991—NDS "Code Check - WOODCheck ver. 2.0 -71/13/98.12:00:56 PM J Company Info Project Info R. C. E. McDougal Remodel 336 Brpadway Suite 7 - Chico, CA 95928 Chico, CA Phone: (530)'894-8801 Fax: (530) 894-8801 98.053 E-mail: cjer-c-e.com ID# Material Size Species Grade Pass Fail ------------------------------------------------------------------------------------ 1 Visually Graded Dim. Lumber 4x4 D.FIR-L NO. 2 •Pass 2 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 3 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 4 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 5 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 6 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass ------------------------------------------------------------------------------------ 7 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 8 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 9 Visually Graded Dim. Lumber 4 x 10 D.FIR-L NO. 2 Pass 10 Visually Graded Dim. Lumber 4 x 10 D.FIR-L NO. 2 Pass 11 Visually Graded Dim. Lumber 4 x 10 D.FIR-L NO. 2 Pass ------------------------------------------------------------------------------------ 12 Visually Graded Dim. Lumber 4 x 10 D.FIR-L NO. 2 Pass " 13 Visually Graded Dim. Lumber 4 x 10 D.FIR-L NO. 2 Pass 14 Visually Graded Dim. Lumber 4 x 10 D.FIR-L NO. 2 Pass 15 Visually Graded Dim. Lumber 4 x 10 D.FIR-L NO. 2 Pass 16 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass ------------------------------------------------------------------------------------ 17 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 18 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 19 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 20 "Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 21 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass ------------------------------------------------------------------------------------ 22 Visually Graded Dim. Lumber 4 x 4 D.FIR-L NO. 2 Pass 23 Visually Graded Dim. Lumber 4 x 8 D.FIR-L NO. 2 Pass 24 Visually Graded Dim. Lumber 4 x 8 D.FIR-L NO. 2 Pass 25 Visually Graded Dim. Lumber 4 x 8 D.FIR-L NO. 2 Pass 26 ------------------------------------------------------------------------------------ Visually Graded Dim. Lumber 4 x 8 D.FIR-L NO. 2 Pass J 11/13/98 -- McDougal Remodel -- RCE Job 98.053 • 1991 NDS Bolt Yield Limit Analysis For Double Shear Wood -to -Metal Connections Connection ID: Knee Brace IF Loadings Eq 8.3-3 Dead = 15 lbs. Bolt Diameter = 0.500 inches Floor = 0 lbs. Fyb = 45 ksi (for A307 bolt) Snow = 0 lbs. tm = 3.50 inches (main member) Const. = 3 lbs. width, m = 3.50 inches (main member) Seismic = 205 lbs. Qpm = 45.0 degrees Wind = 353 lbs. Em = 1,600 ksi (main member) Eq 8.3-4 Fern (parallel) = 5,600 psi (parallel) DF -L Ib. Mode IV Fern (perpendicular) = 3,158 psi (main member) 981 SGm = 0.50 DF -L Main Member Specific Gravity, EWP, DF -L, HF, SP or SPF Femo = 41038 psi (main member) CD = is = inches (side member) 1,180 width, s = 2.00 inches (side member) Fes = Fu = 58 ksi (for A36 steel) Es = 29,000 ksi (side member) Re = 0.0696 Ko = 1.1250 U = 10.8348 CM = 0.67 Wet Service Factor Ct = 1.00 Temperature Factor Co = 1.00 Geometry Factor Cg = 1.00 Group Action Factor Rea = 0.60377 Member Stiffness Ratio M = 0.8977 n = 1 number of fasteners in a row S = 1 inches, Bolt Spacing (In a row) nrow = 1 total number of rows ntotai = 1 total number of fasteners N.D.S. 8.3.2.1 Eq.'s Eq 8.3-1 Z = 1,570 Ib. Mode Im Eq 8.3-3 Z = 1,101 Ib. Mode Ills Eq 8.3-4 Z = 1,478 Ib. Mode IV N.D.S. 8.3.2.2 Eq.'s CD = 1.15 Eq 8.3-2 Z = 2,417 Ib. Mode Is Eq 8.3-3 Z = 15,814 Ib. Mode Ills Eq 8.3-4 Z = 5,602 Ib. Mode IV Z' = Dead Condition Z' = Z(CD*CM*Ct*Cg*Ce) 664 CD = 0.90 Connection Capacity, lbs. 664 Dead Loads OK!! Floor Condition Z' = 738 CD = 1.00 738 Floor Loads OK!! Snow Condition Z' = 848 CD = 1.15 848 Snow Loads OK!! Const. Condition Z' = 922 CD = 1.25 922 Const. Loads OK!! Seis Condition Z' = 981 CD = 1.33 981 Seismic Loads OK!! Wind Condition Z' = 1,180 CD = 1.60 1,180 Wind Loads OK!! z ' BEAM LAYOUT RooF 9 6� f31 . P� gZ F1 I WOOdWOrkS® Sizer SOFTWARE FOR WOOD DESIGN Rdgbm WoodWorks® Sizer 97d Nov. 12, 1998 10:23:24 COMPANY I PROJECT R. C. E. I McDougal Remodel 336 Broadway #7, Chico, CA 95628 1 Chico (530) 894-8801, fax (530) 894-8805 1 cj@r-c-e.com I DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams service: wet lateral support: Top= 24.00 Bottom= @Supports [in] total length: 8.00 (ft] Load Combinations: ICBO-UBC -------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< Load I Type I Distribution I magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 169 No 2 Constr. Full UDL 180 No ------------------------------------------------------ MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 8.0 ft I^ ---------- ------------------- Dead I 707 707 Live I 720 720 Total I 1427 1427 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 2, 4x10 @ 7.690 plf This section PASSES the design code check. ########################################################################### ------------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 53 Fv' = 115 fv/Fv' = 0.46 Bending(+) fb = 686 Fb' = 1309 fb/Fb' = 0.52 Live Defl'n 0.05 = <L/999 0.27 = L/360 0.19 Total Defl'n 0.12 = L/778 0.40 = L/240 0.31 --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ------------=-------------------------------------------------------------- Fb'+= 875 1.25 1.00 1.00 0.997 1.20 1.000 1.00 1.00 2 Fv' = 95 1.25 0.97 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1.6 million 0.90 1.00 2 ADDITIONAL DATA -------------------- Bending(+): LC# 2 = D+C, M = 2854 lbs -ft Shear : LC# 2 = D+C, V = 1427, V@d = 1152 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: -------------------------------------- - 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. . ` " , PP-) --3 0 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Rgst Woodworks® Sizer 97d Nov. 12, 1998 10:23:50 COMPANY I PROJECT R. C. E. I McDougal Remodel 336 Broadway #7, Chico, CA 95628 1 Chico, CA (530) 894-8801, fax (530) 894-8805 1 cj@r-c-e.com I DESIGN CHECK - NDS -1997 RoofJoist DESIGN DATA: _____________ __=======_______________ material: Lumber -soft @ 24.0 (in] spacing lateral support: Top- Full Bottom= @Supports total length: 12.45 [ft] slope: 22.5 [deg] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure-psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 15 (24.0)- No 2 Constr. Full Area 16 (24.0)- No 'Tributary Width (in) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1.0 10.5 ft I ---------- ---------------------------- Dead 1 222 184 Live 1 201 167 Total 1 423 350 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 2x8 @ 2.583 plf This section PASSES the design code check. ########################################################################### SECTION vs DESIGN CODE =(stress=psi =deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I - ----------------- I Shear fv @d - 41 Fv' = 119 fv/Fv' = 0.34 Bending(+) fb = 831 Fb' = 1552 fb/Fb' = 0.54 Bending(-) fb = 31 Fb' = 1537 fb/Fb' = 0.02 Live Defl'n 0.04 - L/329 0.07 = L/180 0.55 Total Defl'n 0.10 - L/124 0.11 - L/120 0.97 (a cantilever span governs deflection) FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.15 2 Fb'-= 900 1.25 1.00 1.00 0.990 1.20 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'- 625 1.00 1.00 - E' - 1.6 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 - D+C, M - 910 lbs -ft Bending(-): LC# 2 - D+C, M - 34 lbs -ft Shear : LC# 2 - D+C, v - 329, V@d = 294 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1 =Please verify that the =default deflection limits are =appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. 5. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. I F-1 Ma m orkS® SIZ@P SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 97d Nov. 2, 1998 15:48:08 COMPANY I PROJECT R. C. E. I McDougal Remodel 336 Broadway #7, Chico, CA 95628 1 Chico (530) 894-8801, fax (530) 89478805 1 cj@r-c-e.com I DESIGN CHECK - NDS -1997, Beam DESIGN DATA: material: 4xbeams service: wet lateral support: Top= 24.00 Bottom= @Supports [in] total length: 4.50 [ft] Fire rating not activated (Sides=0 in Details window) Load Combinations: ICBO-UBC ---------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I, Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 180 No 2 Constr. Full UDL 192 No ------------------------------------------------------ MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 4.5 ft I ---------- ------------------- Dead I 419 419 Live I 432 432 Total I 851 851 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 2, 4x8 @ 6.027 plf This section PASSES the design -code check. ########################################################################### ------------------------------------------ SECTION vs. DESIGN CODE (stress=psi, deflection=in) ----------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 37 Fv' = 115 fv/Fv' = 0.32 Bending(+) fb = 374 Fb' = 1418 fb/Fb' = 0.26 Live Defl'n 0.01 = <L/999. 0.15 = L/360 0.07 Total Defl'n 0.03 = <L/999 0.22 = L/240 0.12 -------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 0.998 1.30 1.000 1.00 1.00 2 Fv' = 95 1.25 0.97 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1.6 million 0.90 1.00 2 ADDITIONAL DATA - ------------------------------ Bending(+): LC# 2 = D+C, M = 957 lbs -ft Shear : LC# 2 = D+C, V = 851, V@d = 622 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: ------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. FIRE RATING: may be conservative relative to state-of-the-art research when r < 0.5. es F1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B2 WoodWorks® Sizer 97d Nov. 13, 1998 11:05:36 COMPANY I PROJECT R. C. E. I McDougal Remodel 336 Broadway #7, Chico, CA 95628 1 Chico (530) 894-8801, fax (530) 894-8805 1 cj@r-c-e.com I DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams service: wet lateral support: Top= 24.00 Bottom= @Supports (in) total length: 8.00 (ft] Fire rating not activated (Sides=0 in Details window) Load Combinations: ICBO-UBC -------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 85 No 2 Constr. Full UDL 90 No ------------------------------------------------------ MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 8.0 ft I ---------- ------------------- Dead 1 371 371 Live 1 360 360 Total 1 731 731 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 2, 4x10 @ 7.690 plf This section PASSES the design code check. ########################################################################### ----------------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 27 Fv' = 115 fv/Fv' = 0.24 Bending(+) fb = 351 Fb' = 1309 fb/Fb' = 0.27 Live Defl'n 0.02 = <L/999 0.27 = L/360 0.09 Total Defl'n 0.06 = <L/999 0.40 = L/240 0.16 ----------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- Fb'+= 875 1.25 1.00 1.00 0.997 1.20 1.000 1.00 1.00 2 Fv' = 95 1.25 0.97 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1.6 million 0.90 1.00 2 ADDITIONAL DATA - ------------------------------- Bending(+): LC# 2 = D+C, M = 1462 lbs -ft Shear : LC# 2 = D+C, V = 731, V@d = 590 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: --------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported,according to the provisions of NDS Clause 4.4.1. 3. FIRE RATING: may be conservative relative to state-of-the-art research when r < 0.5. BEAM LA*,rOUT FLOOR F1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Flrjst WoodWorks@ Sizer 97d Dec. 9, 1998 09:36:14 COMPANY I PROJECT R. C. E. I McDougal Remodel 336 Broadway #7, Chico, CA 95628 1 Chico, CA (530) 894-8801, fax (530) 894-8805 1 cj@r-c-e.com I DESIGN CHECK - NDS -1997 Joist DESIGN DATA: -------------------------------- material: Lumber -soft @ 24.0 (in) spacing lateral support: Top= Full Bottom= @Supports total length: 8.00 [ft) repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBG -UBC --------------------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ---------------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----1--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 10 (24.0)* No 2 Live Full Area 40 (24.0)* No *Tributary Width (in) ---------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------�- 8.0 ft I" ---------- ------------------- Dead I 90 90 Live I 320 320 Total I 410 410 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 2x8 @ 2.583 plf This section PASSES the design code check. ########################################################################### --------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------------------------------------------------------------ Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 48 Fv' = 95 fv/Fv' = 0.51 Bending(+) fb = 749 Fb' = 1242 fb/Fb' = 0.60 Live Defl'n 0.10 = L/992 0.27 = L/360 0.36 Total Defl'n 0.14 = L/697 0.40 = L/240 0.34 --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ----------------------------------------------------------------- Fb'+= 900 1.00 1.00 1.00 1.000 1.20 1.000 1.00 1.15 2 Fv' = 95 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA ----------------------- Bending(+): LC# 2 = D+L, M = 821 lbs -ft Shear : LC# 2 = D+L, V = 410, V@d = 348 lbs Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: ----------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. ADDITION WORKSHEET Page 1 ADD Project T=i=t -Ie r.Y. The-1;McDougal Remodel Date -,vg- Project Address........ Guynn Avenue ******* Y Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services /.S 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-98183EX Program -ADDITIONS User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition ADDITION WORKSHEET - COMPUTER PERFORMANCE EXISTING File Name .................. 98183EX Run Title .................. 808 SF Existing Res. Conditioned Floor Area..... 808 sf Standard Design Energy Use. 51.29 kBtu/sf-yr Proposed Design.Energy Use. 67.62 kBtu/sf-yr NEW (EXISTING PLUS ADDITION) File Name .................. 98183ADD Run Title .................. 1019 SF Existing+Addition Conditioned Floor Area..... 1019 sf Standard Design Energy Use. 46.37 kBtu/sf-yr Proposed Design Energy Use. 59.15 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio 808 / 1019 = 0.793 ADDITION DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION) Floor New Area Existing Existing Addition Standard Ratio Proposed Standard Design 46.37 + 0.793 x ( 67.62 - 51.29) _ Note: If (Existing Proposed - Existing Standard) negative, this difference is set to zero. ADDITION ENERGY USE Energy Use . (kBtu/sf-yr) New.................... Addition Design 59.32 59.32 is r UMMARY ,-�NT- "i4Peo ompl iance T4s' n Margin -"9.15 0.17 *** Addition complies with Computer Performance *** CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Tial -e.. ,............._. The;;McDouga.l• Remodel:..Date ..:...... 11./-0-3./.98 All ******* Project A res;........ Guynn Avenue Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 • Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number_ of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 1019 sf Single Family Detached Existing Plus Addition Front Facing 0 deg (N) 1 1 Raised Floor 22.9 0 of floor area 0.79 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0.059 FRONT, FRONT -RIGHT LEFT, BACK BACK -RIGHT, RIGHT Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Right (NW) 12.0 0.750 2 Blinds.Lt None Yes Metal Window Front (N) 53.0 0.940 2 Drapes.Std None None Metal Window Back (S) 45.0 0.940 2 Drapes.Std None None Metal Door Back (S) 20.0 0.550 2 Drapes.Std None None Glz<50o Window Back (S) 20.0 0.750 2 Blinds.Lt None Yes Metal Window Back (SW) 12.0 0.750 2 Blinds.Lt None Yes Metal Window Right (W) 39.0 0.750 2 Blinds.Lt None Yes Metal Window Right (W) 12.0 0.650 2 Drapes.Std None Yes Metal Door Right (W) 20.0 0.550 2 Drapes.Std None Yes Glz<50o CERTIFICATE, OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Prniect Title`= ~'_ _ The'MrDciirclah ^Remnc3el /n�-/AR" :... MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition THERMAL MASS Area Thickness Type Exposed (sf) (in). Location/Comments InteriorHorz Yes 30 1.0 ENTRY HVAC SYSTEMS Tank Tvne Storage WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 .53 EF 40 R-12 SPECIAL FEATURES/REMARKS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.780 AFUE Attic R-2.1 Setback AirCond 8.90 SEER Attic R-2.1 Setback Furnace 0.780 AFUE Attic R-4.2 Setback AirCond 8.90 SEER Attic R-4.2 Setback Tank Tvne Storage WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 .53 EF 40 R-12 SPECIAL FEATURES/REMARKS CERTIFICATE,OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project T•itle:......... They McDougal Remod'e'l'Date:.....:. MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition COMPLIANCE STATEMENT This certi-ficate-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/ Remarks section. DESIGNER or OWNER Name.... Company. Address. Phone... License. Signed. date ENFORCEMENT AGENCY Name.... Title... Agency,. . Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... 916-894-8466 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R :Project.Ti-tle.......... The McDougal Remodel Date•........ 11/03/98 P t Add G A ******* rojec ress........ uynn venue Chico *v4.50* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 Climate Zone 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er meat *150(a): Minimum R-19 ceiling insulation. Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er meat *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. l *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.301, water vapor transmission rate no greater than 2.0 perm/inch. N A 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/a 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC 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. RESIDENTIAL ,NDATORY MEASURES CHECKLIST: RESI11 al Remodel Page 2 Date....... MF -1R 11/03/98 The MCI— -3 ,.oject,-Title,... Wth_CTZ11S92 Program_.FORM MF -1R MICROPAS4 v4.50 File-98183ADD Run -1019 SF Existing+Addition User#-MP1333 User -Energy Calculation Servic NTNG, WATER HEATING AND PLUMBING SYSTEM MEASUR nS Enforce - SPACE CONDITI• Desig er fent HVAC equipment, and faucets water heaters, sho -- 110-13: Certified . by the CEC. applicable heating systems. 150(1): Setback thermostat on all app tanks or 150 (j) Pipe and Tank insulation unfired storager 1. Indirect hot water tanks (e g R-16 u solar hot water tanks) have insulation blanket backup greater) or combined interior/exterior insulation or great non - or greater)- closest to water heareater). 2. First 5 feet of pipes insulated (R-4 or g recirculating'systems, insulated in .recirculating 3. All buried or exposed piping ter system. i ing below 55 degrees insulate sections of hot w' Cooling system p p source and indirect 4. 5. Piping insulated between heating hot water tank. complywith UMC *150(m): Ducts and installed and sealed tominimum 1. Ducts constructed, ducts insulated to entirely within sections 1002 and 1004:2 or ducts enclosed installed value R dampers. conditioned sp conditioned space have Exhaust fan systems have backdraft or automatic amp 2' Ex ventilating systems serving manually 3. Gravity accessible, either automatic Or readily operated dampers.S stems and Equipmenton-off 114: Pool and Spa Heating Y no electric System is certified with 780 thermal efficiency, 1• Sy, roof operating instructions, switch, weatherp and no pilot light. resistance heating 2. System installed with: i e between filter and heater for a. At least 36 inches p p future solar boor Pools or outdoor spa. — b. Cover for outdoor p P001 s stem has directional inlets and. a circ aor 3• pump time switch• pool heater, spa heater, appliance have no continuously burnng 115: . Gas-fired central furnace, p appliance household cooking apP Non -electrical cooking pp �L pilot light (Exception: with pilot < 150 Btu/hr.). LIGHTING MEASURES Enforce_ Design- er fent eneral lighting in 150(k): 40 lumens/watt or greater for g and recessed ceiling _ insulation kitchens and(cover) approved.rooms with water close s. fixtures I COMPUTER METHOD.SUMMARY Page 1 C -2R Project 'Tt7e:.-.`.'::.. The McDougal Remodel Dat'e:�:"'..:.. 1.1/0`3/98 P t Add G A ******* rojec ress........ uynn venue Chico *v4.50* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 Climate Zone 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition MICROPAS4 ENERGY USE SUMMARY Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition 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......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 1019 sf Single Family Detached Existing Plus Addition Front Facing 0 deg (N) 1 1 ReducedYear Raised Floor 2 8152 c 1019 sf 1019 sf 0 sf 22.9 0 of floor area 0.79 Btu/hr-sf-F 8 ft BUILDING ZONE INFORMATION MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 12.04 16.08 -4.04 Space Cooling.......... 15.74 24.21 -8.47 Water Heating.......... 18.59 18.86 -0.27 (sf) Total 46.37 59.15 -12.78 *** Building does not comply 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......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 1019 sf Single Family Detached Existing Plus Addition Front Facing 0 deg (N) 1 1 ReducedYear Raised Floor 2 8152 c 1019 sf 1019 sf 0 sf 22.9 0 of floor area 0.79 Btu/hr-sf-F 8 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) EXISTING Residence 808 6464 0.79 Yes Setback 2.0 n/a ADDITION Residence 211 1688 0.21 Yes Setback 2.0 n/a COMPUTER METHOD,SUMMARY Project Title'."-. The McDougal Remodel Page,,.2, -. Date ...: ,.:. C'_,2.R.:...: : MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM C -2R 11/03/98 User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition Surface EXISTING 3 Wall 4 Wall 7 Wall 10 Floor 12 Roof ADDITION 1 Wall 2 Wall 5 Wall 6 Wall 8 Wall 9 Floor 11 Roof Surface EXISTING 2 -Window 3 Window 4 Window 5 Window 6 Door 7 Window ADDITION - 1 Window 8 Window 9 Window 10 Window 11 Window 12 Door L3 Window 'urface .DDITION - 1 Window 8 Window 9 Window 0 Window 1 Window 2 Door 3 Window OPAQUE SURFACES Area U Insul Act Solar Form 3 (sf) value R-val Azm Tilt Gains Reference Location/ Comments - Existing 216 0.059 13 0 90 Yes WALL.R13.R5 192 0.059 13 90 90 Yes WALL.R13.R5 LEFT T 204 0.059 13 180 90 Yes WALL.R13.R5 BACK 808 0.037 19 n/a 0 No None 808 0.031 30 n/a 0 Yes None RAISED FLOOR Existing TO ATTIC 48 0.059 13 0 90 Yes WALL.R13.R5 FRONT 12 0.059 13 315 90 Yes WALL.R13.R5 FRONT -RIGHT 28 0.059 13 180 90 Yes WALL.R13.R5 BACK 12 0.059 13 225 90 Yes WALL.R13.R5 BACK -RIGHT 89 0.059 13 270 90 Yes WALL.R13.R5 RIGHT 211 0.037 19 n/a 0 No None 211 0.031 30 n/a 0 Yes None RAISED FLOOR TO ATTIC FENESTRATION SURFACES ---------------------------------- # of Vent SC SC Area Pan- Frame Open U- Act la Int Shading/ Interior (sf) es Type Type value Azm T1tGOnly Shade Description Existing 32.0 2 Metal Slider 0.940 0 90 0.88 0.78 Drapes.Std 21.0 2 Metal Slider 0.940 0 90 0.880.78 Drapes.Std 21.0 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std 3.0 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std 20.0 2 Glz<50% Hinged 0.550 180 90 0.88 0.78 Drapes.Std 21.0 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std Existing 12.0 2 Metal Slider 0.750 315 90 0.88 0.58 Blinds.Lt 20.0 2 Metal Slider 0.750 180 90 0.88 0.58 Blinds.Lt 12.0 2 Metal Slider 0.750 225 90 0.88 0.58 Blinds.Lt 39.0 2 Metal Slider 0.750 270 90 0.88 0.58 Blinds.Lt 6.0 2 Metal Fixed 0.650 270 90 0.88 0.78 Drapes.Std 20.0 2 Glz<50o Hinged 0.550 270 90 0.88 0.78 Drapes.Std 6.0 2 Metal Fixed 0.650 270 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- O h Area 9 2 (sf) Existing 12.0 6 20.0 4 12.0 6 39.0 6.5 6.0 6 20.0 6.67 6.0 6 ver ang Hght Wdth Dpth Hght Ext t Ext Left Fin Right Fin, Ext Dpth Hght Ext Dpth Hght n/a n/a 9 2 4 .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 6 2 6 .5 2 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 3 8 2.4 12.5 5 3.5 13.5 n/a n/a' n/a n/a n/a n/a n/a n/a n/a n/a 1 8 0 2 1 17.5 n/a n/a n/a n/a n/a 17.5 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 3 C-2R Prol ect Title ........... • T.he, ,McDougal. Remodel. Date _ _ _ _ _ _ _ _ 1 1 /0'4 /9R MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Additicn THERMAL MASS Area Thick Heat Conduct- Surface. Mass Type, (sf) (in) Cap ivity R -value Location/Comments ADDITION - Existing 1 InteriorHorz 30 1.0' 24.0 0.67 R-0.0 ENTRY HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency EXISTING Furnace 0.780 AFUE Attic R-2.1 0.780 AirCond 8.90 SEER Attic R-2.1 0.740 ADDITION Furnace 0.780 AFUE Attic R-4.2 0.830 AirCond 8.90 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number. Tank External in Energy Size Insula -ion - Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .53 40 R-12 SPECIAL FEATURES/REMARKS CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... The McDougal Remodel Date........ 11/03/98 MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R5 Description .... Wall R-13 w/R-5 Rig. 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 1. STUCCO.0.88 0.875 in stucco 2. R 5.0 RIGID R-5.0 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 Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing U . 1'/ 0.17 5.00 13.00 Wei .: 19.48 Total U -Value: (1 / 19.48 x 0.85) + (1 / 9.94 x 0.15) = 0.059 Btu/hr-sf-F Total R -Value: 1 / 0.059 = 17.03 hr-sf-F/Btu U.1/ 0.17 5.00 3.46 0.45 0.68 I 2 3 Y Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R5 Description .... Wall R-13 w/R-5 Rig. 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 1. STUCCO.0.88 0.875 in stucco 2. R 5.0 RIGID R-5.0 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 Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing U . 1'/ 0.17 5.00 13.00 Wei .: 19.48 Total U -Value: (1 / 19.48 x 0.85) + (1 / 9.94 x 0.15) = 0.059 Btu/hr-sf-F Total R -Value: 1 / 0.059 = 17.03 hr-sf-F/Btu U.1/ 0.17 5.00 3.46 0.45 0.68 HVAC SIZING Page 1 HVAC Project Title..`........ The McDougal Remodel Date........ 11/03/98 n;, -t Add G A n ******* ojec ress........ uynn veue Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D - Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance -Method ...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition GENERAL INFORMATION Floor Area ................. 1019 sf Volume..:-..:............ 8152 cf Front Orientation........... Front Facing 0 deg (N) Sizing Location............. CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 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 Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 5003 2422 Glazing Conduction ............... 7919 4420 Glazing Solar .................... n/a 3706 Infiltration ..................... 5155 1694 Internal Gain....................n/a 1733 Ducts ............................. 1808 1397 Sensible Load .................... 19885 Latent Load ...................... n/a Minimum Total Load 19885 15372 3074 18447 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, 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. A HVAC SIZING Page, 2., HVAC Project Title.......... The McDougal Remodel Date........ 11/03/98 MICROPAS4 v4.50 File-98183ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1019 SF Existing+Addition HEATING AND COOLING LOAD SUMMARY BY ZONE. ZONE 'EXISTING' Floor Area ................. 808 sf Volume ........................... 6464 cf Description Heating (Btuh) Cooling (Btuh) Opaque Conduction and Solar...... 3908 1889 Glazing Conduction ............... 4434 2475 Glazing Solar .................... n/a 1707 Infiltration .................*. Internal Gain 4088 1343 .................... Ducts n/a 1481 ............................ 1243 890 Sensible Load .................... 13673 9785 Latent Load ...................... n/a 1957 Minimum Zone Load 13673 11742 ZONE 'ADDITION' Floor Area ..................... 211 sf Volume ........................... 1688 cf Description Heating (Btuh) Cooling (Btuh) Opaque Conduction and Solar...... 1094 532 Glazing Conduction ............... 3485 1945 Glazing Solar .................... n/a 1999 Infiltration ........ 4............ 1067 351 Internal Gain .................... n/a 252 Ducts ............................. 565 508 Sensible Load .................... 6212 5587 Latent Load ...................... n/a 1117 Minimum Zone Load 6212 6705 k COMPUTER METHOD SUMMARY Page 1 C -2R Project Tit'le:......... The McDougal Remodel Date':°....... 11/03/98 dd ******* Project A ress........ Guynn Avenue Chico *v4.50* Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11- Compliance 1 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-98183EX Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -808 SF Existing Res. Energy Use (kBtu/sf-yr) MICROPAS4 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 12.04 16.12 -4.08 Space Cooling.......... 17.07 26.69 -9.62 Water Heating.......... 22.18 24.81 -2.63 Total 51.29 67.62 -16.33 *** Building does not comply 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......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 808 sf Single Family Detached Existing Front Facing 0 deg (N) 1 1 ReducedYear Raised Floor 1 6464 cf 808 sf 808 sf 0 sf 20.8 0 of floor area 0.85 Btu/hr-sf-F 8 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) EXISTING Residence 808 6464 1.00 Yes Setback 2.0 n/a r COMPUTER METHOD SUMMARY Page 2 C -2R Project Title:.....:... The'McDougal"Remodel Date..:::. 1'1/03'/98' MICROPAS4 v4.50 File-98183EX Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -808 SF Existing Res. OPAQUE SURFACES EXISTING - Existing 1 Area` U- Insul Act Solar Form 3 Location/'"' Surface (sf) value R-val Azm Tilt Gains Reference Comments EXISTING - Existing 0.550 0 90 0.88 0.78 Drapes.Std 1 Wall 196 0.059 13 0 90 Yes WALL.R13.R5 FRONT 2 Wall 192 0.059 13 90 90 Yes WALL.R13.R5 LEFT 3 Wall 204 0.059 13 180 90 Yes WALL.R13.R5 BACK 4 Wali 162 0.059 13 270 90 Yes WALL.R13.R5 RIGHT 5 Floor 808 0.037 19 n/a 0 No None RAISED FLOOR 6 Roof 808 0.031 30 n/a 0 Yes None TO ATTIC 7 Window 21.0 FENESTRATION SURFACES Slider 0.940 # of 90 0.88 Vent Drapes.Std SC SC Interior 9.0 Area Pan- Frame Slider Open U- Act Glass Int Shading/ Surface (sf) es Type Window Type , value Azm Tlt Only Shade Description EXISTING - Existing 1 Window 32.0 2 Metal Slider 0.940 0 90 0.88 0.78 Drapes.Std 2 Door 20.0 2 Glz<50o Hinged 0.550 0 90 0.88 0.78 Drapes.Std 3 Window 21.0 2 Metal Slider 0.940 0 90 0.88 0.78 Drapes.Std 4 Window 21.0 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std 5 Window 3.0 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std 6 Door 20.0 2 Glz<50% Hinged 0.550 180 90 0.88 0.78 Drapes.Std 7 Window 21.0 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std 8 Window 9.0 2 Metal Slider 0.940 270 90 0.88 0.78 Drapes.Std 9 Window 21.0 2 Metal Slider 0.940 270 90 0.88 0.78 Drapes.Std HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency EXISTING Furnace 0.780 AFUE Attic R-2.1 0.780 AirCond 8.90 SEER Attic R-2.1 0.740 WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Gas Standard External Insulation R -value 1 .53 40 R-0 SPECIAL FEATURES/REMARKS (e: 006-670-017 ;^ 00-025 MCDOUGAL, BRENDON RD CHICO t. �^`• — -- —, — - -- 4599 TOKAY RANCH CONTR: BILL TROUDY 1sT gBWAL 98-2843 y jvri�� 17 '41k i r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96)APPLICATION AND PERMIT C��'M���� • ASSESSOR PARCEL NUMBER nn- r, . () 0111 ZONING BUILDING PERMIT t/ OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS CONTRACTORS NAME -' TT 11,0075r TELEPH ONE CONTRACTORS MAIUNG ADDRESS T ,• , M Trr rA n4a Z CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ rn fl ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS A Sf4Q T:I -:17-1 � On' 1 rTT rn Energy Plan Checking Fee $ $ PERMIT FEE S ` LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: I S� 'Y '•T"'j,T,��!? - ��'l+� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W E1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service "..v OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: f/ ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I.as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 TO teooA Main Service TO 46.00 NEW CONST. OW W OCCUP. OR ADDNS. a Acc. BLDs. SO 3.5QFT: ppµNEW gESID. T. MULTI- OUTLET CIRCUITS @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occu ourLEr OR FIXTURES sA0 o 1. Ex. Occup. ovntTS (.'.16.) eA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall �ft3rthwith comply with those visions. X j � 11 Date ?-& 040 Sign jiira-'6f'Apolicant -Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 5'0" deep and demolition orconstruction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. 1 D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been BY - A 4, � �� Date PERMIT EXPIRES ON e3b-W Date provisions to do work paid. D Receipt No. �. 3 —7r� � 5; WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 FA CQUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/9i� APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 006-67-0-012 ZONING BUILDING PERMIT OWNER B TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 4599 TOKAY RANCH ROAD, CHIC0 95971 CONTRACTOR'S NAME BILL TROUDY- TELEPHONE CONTRACTOR'S MAIUNG ADDRESS 13692 CARNER LANE, (14TC-0 CA 9997-3 CONSTRUCTION LENDER Fireplace LENDER'S MAULING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4599 TOKAY RANCH ROAD, CUT Energy Plan Checking Fee $ $ -C-0 PERMIT FEE S 83.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF jP Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: 1ST RENEWAL/98-2843 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 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 TO 46.00 CCU000A NEW CONST. DWEWNG OCCUP. DWE200ALLING OR ADDNS. ( & ACC. BLAS. SO 3.5¢FT. NON -RES O. NEW CONST-. MULTI.OUTLET 97,50 8PSINOWGOUTLET ELEPPAwLTUS R ACIR. Ex. Occup. OUTLET OR FIXTURES 20 ®,.o, BAL @ .SO Ex. Occup. OurLEEDTs P °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP S Policy Number gft above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any. manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith comply with those visions. Date Z' 0o L�go -Vawner 13 Contractor O Agent An OSHA permit is requireWfor excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 83.00 HAz. I D. FEES IMP I FLOOD CDF PARCEL I PO HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By/?L PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ry b Dgkte 0 o� Dafe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CAl3NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 eERMIT NO. (R0.12/96)APPLICATION AND PERMIT OD - 0 ASSESSOR PARCEL NUMBER oo_ ZONING BUILDING PERMIT OWNER bfe TELEPHONE SO. Fr, OCC. BUILDING VALUATION OWNERS MA41N0 ADD RES9 © /]_5 VlJ CONTRACTOR'S NAME TELEPHONE H CONTRACTOR'S MAIUNO AD S ^ , CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 Permit Fee $ Q� ARCHTECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee b BUILDWG AODRESS Energy Plan Checking Fee $ a PERMIT FEE $ LAT No. SUBDIVISIONS NAME PMCEI MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 4 Duplex ❑ Mobilehome O Other SFE-CWY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 New ❑ Addition O Describe Work: TYPE OF WORK Remodel ❑ Utilities O Installation �Q�Q�Q�Gi.�' O Other OL— /W ` Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 mobile Home S G W Ca?2o.00 Mobile PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main Service ow oa L.ss 23.00 '- Main Service 200A TO 1000A 46.00 NEW CONST. OWE111N0 OCCUP. 3.5Qso OR ADONS. 6 ACC. occsr. NON -RES D. MULTNEW FOUTI.ET @7.50 POWER APPARATUS B SWOLE0 410. Ex. OCCU OLTniT OR FOLTURES 20 ® L SAL .50 EX. OCLLI p�MD AP NS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ TOTAL FEE $ 3 no jjrP£ FEES IMP FLOOD CDF PARCEL I Pd HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ro BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Aly x -/ Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR P15600.6-7�l� '� ZONING n ^ �® ✓ - OWNERezen onr Q.i�%-liJ l c v�% cRES PH � / B y �S OWNER'S ���/� J/ e&o 6 % J / 73 LOCATION OF BUILDIN o —300' T-::rQfv-, re)(1d If) I)JOncdx, L) I - -- USE OF BUILDING SIZE OF STRUCTURE ' X >2 y ' = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE QED IQING tJ00 1 ROOF COVERING _ _lam FLOOR TYPE $ STI D COS OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT �� ��''`� SIDES a46' '/ht � REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. , AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must.comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 1'e ZSignature of Owner Permit Fee - $60.00 The above described G Building is e""x'��e m"5�`pt from a bt i(ing pepit. / Receipt No. 3o V7 icy Manager Building Division By Date Ll C) White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant FLOOD PA L P.D RVNG I ISSU I V* I I Manager Building Division By Date Ll C) White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION •�' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET ��°�cIG00-)-of OWNER: �64 _S SESSOR PARCEL NUMBER: *7- o/% Proposed Building U 4eeYe! Building Inspector: Ci Date: /1-1- to00 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By /02Plot'plans, ,ems have been submitted.-----------------------------------------r------------------------------------------- 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. 1112. California Department of Forestry plan approval/fees. ----------------------------------------- --------------- 0 13. Flood elevation certificate.--------------------------------------------------------------------------------- I------ ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ------------------- 1118. ------------------ ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.----------------- 1119. ---------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- El 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ------------- L----------------- ❑ 24. Letter of signature authorization. -------------------------------------------------------------------------- ❑ 25. 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. ------------------------- =------------------------------------- ❑29. 0433 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- 030. ------- ❑30. Other: When you issue the permit, process as follows;ao'Nlail to owner, ❑Mail to contractor. (Date) ❑Telephone and hold for pickup at a ce. ❑ Deliver with inspector. Applicant: Date: /2 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ olluti9 By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required 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, 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: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. BUILDING DIVISION F�. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PA C O,_ 7b 0 ZONINGo OWNER &en&O n p-Cl.%� " Ou P NE D LIQ. } 9I �L/Cl j�JJ OWNER'S ADDRESS YS.9 17 LOCATION jJqUILDING1 � � N USE OF BUILDING /UJB SIZE OF STRUCTURE TYPE OF CONSTRUCTION: WOOD FRAME STEEL–,X— CONCRETE OTHER (Specify) TYPE OF SIDING A/,/,/ ROOF CQV E} IN FLOOR TYPSO ' EST/���� OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 15 I-�.�--/ i ° FRONT 'W"'v SIDES 2 ie� 41P"t' REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date oZ ��,�� Signature of Owner Permit Fee - $60.00 The above describe Receipt No 30 e -23q AG Building is exempt from a building per it. D PARC FLOOD P.D. ROOFIN ISSU Manager By—AA --t— White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date trt.��'Mv+y�=�.►r�r�-w-�jr%/%vG.,FOr'i.��"`7�i.r'�i����p� �`-�`*'4�.�'�"�''Nc°�"'R`p-"'S^.-j^�'tT�.r+�+'+�^.�s:.u'.i�`Sk''.rnjr•��^ r.,,r. v, .. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,'wrOP 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT "PLICA TION DATA ,SHEET OWNER:6A.,elydoj4191jSESSORPARCEL.MMER: OI Proposed Building Use: 45 JG,04anfBuilding Inspector: C_ - Date: At time of ermit application, I was a iced the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ . All iiems have been submitted ----------------------------------------------------------------------- --------------- 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to planreview) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. 1115. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -------- 7 ------------ ❑20. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- El 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 024. Letter of signature authorization. -----------------------------------------------------------------------=- ❑25. 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. --------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- 030. ------- ❑30. Other: / When you issue the permit, process as follow ,IrMail to owner, ❑Mail to contractor. (Date) ❑Telephone and hold for pickup at o ce. ❑ eliver with inspector. Applicant: Date: /i �v Copy of Haz-Mat form sent 13 Health Department, ❑Fire Department, ❑Air ' ollutio ate: By: Copy of plans sent ❑ Health Department,'❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: 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, 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: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PE MIT NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. 00 46 _ h .7/") ` 0/ % ASSESSOR PARCEL O. ZONING /9-10 OWNER PHONE O. OWNER' ADDRESS LOCATI O BUIL ING USE OF PYILDING SIZE OF STR CTURE V 'f TYPE OF CONSTRUCTION: WOOD FRAME STEEL �I CONCRETE _X OTHER (Specify) TYPE OF SIDING ROOF COVERING I FLOOR TYPE ESTI�MA�VT\\)E\D COST OF CONSTRUCTION $ L-JU4 OOO. \/V AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:I — �. r _2_25er � v FRONT 104� — SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply witl�the requirements in effect at that time and before occupancy. Date Signature of Owner Permit Fee - $60.00 Receipt No. .')o ���� The above described4AG Bu i d from a building permit. FLOG I PAR L I ROOF G I IS Manager Building Division /� By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant "COUNTY OF BTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7.CQ. t ;CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET e _ OWNER:, -Q ASSESSOR PARCEL ER: Proposed Building Use: Building Inspector: Date: n0c) At time of permit applicati&na was ad ed the following data must be submitted prior to permit processing and/or issuance: ------- Date Received By Alliiems have been submitted .----------------------------------------------------------------------=------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ' ❑7 Statement of Intent for Non -Heated and A/C Buildings t ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.----------------- ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ". ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ------------------------------------------------------------ ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization.---------------------------------------=---------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ----------------- ❑26. Letter of intent on building use. -------------------------------------------------- 1127. Manufactured Home utility clearance. ------------------------------------------ 028. Existing violations and/or expired permits. ------------------------------------- 0 29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at ffice. ❑ eliv w' - in sp ctor. Y) licant: Date: 1.-9,- Z, Jt SPPCopy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Pollu By: Copy of plans sent ❑ Health Department, ❑ Fire Department, 1:1 Other: ` Date: By: 1. Index pemut application for the above items numbered: ❑ Plan Check List 2. Additional items required: 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, 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: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: von,..., r,..... >,,,..,..�._.,._. �rr�,._.,.i_---__• o---=--- ^--',�• *�. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMITNO ASSESSOR PARCEL NUMBER_ O z0 INS _. �./e/J / BUILDING PERMIT OWNER'( YW TELEPHONE SO. FT. OC BUILDING VALUAT N --,J OWNER' AILING ADORES) VLJ CONTRACTOR'S N E e22 L1 Z(L TELEPHONE 1 - CONTRACT R'S, MAILING ADDRESS t0 AS fj„ Fireplace CONSTRUCTION LENDER C.V IJV S U KNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRE Permit Fee $ AFjGHITECT OR ENGINEER 6 LICENSE NO. Plan Checking Fee $ ® ` Energy Plan Checking Fee $ ARCHITI&tT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADPRF.SS N Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF)k Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.001,37-09 Mobile Home I S I G JW I 10.00ea. TYPE OF WORK New Addition ❑ 'Remodel ❑ Uti lities ❑ Installation[] ❑ Describe work: evg U�� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 e - Main service 100v DR LESS 100 AMP OR LESS 10.00 _ Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under pen of perjury y p f y (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full fore and effect. License No. 3� o� 2 Classification '� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.al) OR ACDNS, ACC. SLOGS. 'hQsgft NEW CONSTR.I.OUTLET NON-RESIO .BRA CH CIRC ITS 2,50 ea /POWER APPARATUS &) (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR. FIXTURES 20050t - eA 030 FIXED Ex. Occup. OUTLETS P(RESID )REA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor %tNORKMEN'S COMPENSATION INSURANCE I declare under a arty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �v I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating - G Cooling �Q Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X �K ��1��� Date �I Signature of Ap cant — Owner ❑ Contractor.R Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in eight. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occu P, coNST.TrPE JSrNoo PLOo PARC PD ND 39 E This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE TO 51P LI WORKS , By Date_ PERMIT EXPIR ate a Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT N-1 1� IeAN4 Y OF BUTTE - DEPARTMENT -OF PUBLIC WORKS - BUILDING DIVISION It .1 «.1* ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET - ; Permit No. OWNER �—v � �/�A. P. No. / Proposed Building Use -5,_tx Building InspectoAA?'V -> Date / oX At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate, signed by preparer of plans. 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. .. . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorizat_on. . . . . . . . .lnAnd 1LM 0. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . k, . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _15. Improvements may be required. . . . . . . . . . . . 16. Mobi lehome Installation Data. . . . . . . . . . Pre-Inspec. request to ate) 17. Pre -Inspection for Required. Building Inspect r — 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. r 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). — 22. - When you issue the permit, process as follows: Mail to owner, Maal to contractor. Telephone and hold for pickup at—off ice, Deliver w/inspector. Other �' p Applicant �)�^��--- Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pri r o permit i uance: (Circle new item not checked above). 1. Index permit for above items No. An 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nall_counter b date Contractor, designer, owner, w dvised of above required data by_phone_mall_coun r by date Plans checked by Date Plans approved by Date y Sets of plans on hold in. -.File cabinet AP folder Copy—DPW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 6e, L4 ii a Aof Owner Location n'- p# Plan Approved for: Sewage Disposal ` Water -Supply el -61d final fo Water Supply r Final clearance O.R. for: Water Supply Clearance for bedroom mobil ome Other. NOTE * * * _ Sanitarian _ Date 70"...4 Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locat on 'AP# Plan Approved for: •Sewage Disposal Water Sunnl old final for Water Supply I/ Final clearance O.R. for: Water Supply Clearance for bedroom mobil! -come Other NOTE : • r `� /r'� ! f'•' ri lir.; �1� % i / /. Sanitarian �"— Date C I 16�4f '764n ew"Aac Uc ense No. 366412 810 Dias Drive Chico, CA 95926 (918) 895.1979 :.SC � ��!%/i••l,Pic, ...E���.- .-(.Gjr:ll, �,Ui2�2.i.`e��.�,� _...._..., .. . I i 68-015 337 88-015337 88-015337 88-015337 t Rec Fee 5 Vo. ! Cash 5.00* Recorded 'Official Records.: County of Butte ' Candace J. Grubbs .' Recorder i 1:05pm 16 -May -88 JJ 1 .. #97100 -MC Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included NOT CON,:P!,' =C;,k=iTH within an area zoned for agricultural purposes, and residents of this ORIGINAL DOCU!'ctd_( property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning,.and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County 'has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 9, of the Tokay Tract, as shown on the Official map thereof, recorded in the Office of the.Recorder of the County of Butte, State of California, on December 11, 1908, in Book 6 -of maps, at Page 23. Date: May 16, 1988 PROPERTY OWNERS: Elmer . Silvera State of California ) On this the 16th day of May I, 1988 , before SS. me, the undersigned.Notary Public, personally appeared County of Butte ) Elmer J. Silvera ®■tame®■e��mmm■tans■■sa■■e® = MARY R. CASEBEER °s NOTARY PUBLIC-CAL1PORiJ(A Me Butte County s I+hOom�SlonE�eeNov.50.1988 � Personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Mary R. Casebeerary Public Present A.P. No. 006-02-0-Ptn of 084-0 RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX•& MISC. ONLY) Bldg. Permit # S^ sir OWNER A. P. # GENERAL V.Z ng requirements:- (sideyards and number of permitted living units). 'Valuation. ' 3. PPans signed by designer. 4✓Epergy Design and Compliance. 5. Existing violations on property. PLOT PLAN omplete parcel size and dimensions. Y. Sgtbacks, sideyards, easements, etc. 3t/0 her buildings or structures.. 44. .Grading, fills, drainage. 5 !/ r l God hazard. cial conditions on creation map or compliance document. FLOOR PLAN l.4,-�Cormplete to scale plan with dimensions. 2 e uired windows for light and ventilation (Sec. 1205). 3 uired windows.for second exit (Sec. 1204). ig s apter 34 & Sec. 5207). 5: uman impact glass (Sec. 5406). 6�- Required room sizes, ceiling heights (Sec. 1207).. 7r--'G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). 8 Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 94Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. ara a firewall, door size, and closer (Sec. 503(d)(3)). 1 1 3'0" exterior exit door (Sec. 3304(e)). eplace and wood stove location. 1-91"' Smoke detectors (Sec. 1210). STRUCTURAL DETAILS foundation plan complete enough:to construct building. 2c/Floor construction details complete enough:to construct building. r.6, E vations and wall construction details complete. enough to construct building. .of construction details complete enough to construct building. rep ace construction details and calcs if necessary. 6k,-"S"ufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR le Exposure I plywood on exposed locations and overhangs. -2-.—ST-airway details: landings, rise and rung head clearance, handrails (Sec. 3306). 37--Uua-rdrail details (Sec. 1711 & 3306(j)). j rick or stone veneer (Chapter 30). Y Exterior plaster - weep screeds (Sec. 4706). 6L --'-Proper roof pitch for roof covering (Chapter 32). 7 after ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) . 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) arage or or porch header sizes. 94--gd- equate bracing. v ng area over garage - complete 1 -hour separation ;required on garage side including supporting walls and posts, etc. -11-.— TWar–exits on'three-story dwellings (Sec. 3303 & see Mezannines 1716). 12-,-�Attic access.and ventilation (Sec. 3205). 11- underfloor access and ventilation (Sec. 2516). 1 oo stoves, clearances., alcoves & 1 -hour shafts. l tfiKu"stion air for fuel burning appliances. 4r--No.ise requirements on duplexes. 17. Adobe soils - special foundation design.. 1ST.—KeCs'ining walls requiring design. nusual shape, size or split level house requiring lateral design. e 0 7/83 FORM RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY Owner S, vCwc ~ Climate Zone Permit No. /195_ SW Floor Area 1?0 Compliance path: ,,,,,,// ,,,__,,/ Package ❑ A ❑ B ❑ C L�'Point System ❑ Budget L7 Other 413/67 MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: D000" Roof/Ceiling *00*' Wall ❑ Slab Floor Perimeter Raised Floor I4 (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. Q00,., (C)All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple — / lye Total Bldg / 2 V / S• f� North 5.. East South West 3 0 3 ( Skylights d O (B) Shading Shading Coefficient Desription East . le6 ���1 (j South (0 (P / I West .--(a6 i� of ( Skylights (� (C) South Overhang Length of projection _�_ft. Description ❑ (D) Moveable insulation: Area ftz Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type — - Area Ft. HC= R= MC= Location 7/83 7/83 I ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or -glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING VtNTILATING AIR CONDITIONING SYSTEM / (A) Heating Central Gas Furnace % U A (brand and model number) Btu/hr (heating capacity) Heat Pump — (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar model number orientation rated slope Other SE ACOP type (liquid or air) Collector brand and ft2 solar fraction collector area collector collector tilt rated y -intercept *% (B) Cooling [7� Electric Air Conditioner FNI (describe) �• 2S (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces.and gas cooking appliances. ❑k(F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulatedtito conform to the provisions of Section 1005 of the UMC, 1976 Edition. 2 FORIA 1 (6) DOMESTIC WATER SYSTEM (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) ❑ * Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft 2 (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) '(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. [9/ (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. �7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature S°, elevation ', heating load,2'7//4 BTU elevation factor x heating load = maximum outlet capacity gas furnace 12 9 BTU Cooling: Summer design temperature l�1j2 *, cooling load BTU (USE ONLY AS A SIZING GUIDE,COOLING MAY BE INADEQUATE) * Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIGNATURE 0 BUILAL-DING DESIGNER OR APPLICANT 3 ZONE 11 EAST - .66 . `G OWNER T/ l V Pmt -co. POINTS SOUTH - .19-.42 ASSIGNED ACTUAL PERMIT NO. ZZrj'� ! y$' • to 1. SLAB - INSL•LATION I 13 - 18 SKYLIGHT - .37-.57 2. P_-AISED FLOOR - R-19 �� O HORIZONTAL SOUTH OVERHANG 2' � 3. CEILING - R-30 MOVABLE INSULATION - NONE � r3 INFILTRATION (Standard=0)(Tight=+12) 4. WALL - ,R-19 14. 5. NORTH GLAZING - 2.4-3.6% is• v 6. EAST GLAZING - 2.5-3.67: 7. SOUTH GLAZING - 1.6-3.6% HEAT PLTIM (EER) $� *-P7.5-7.9% 8t$ 77 3. WEST GL:\Zl..G - 2.9-3.6% DUAL PACK (SE, SEER) 8,0-8.3/71-76% 9. SKYLIGHT - 0-1.3% 0 0 10. SHADING (Exclude Overhang) TOTAL POINTS = �� -able 3-1. Slab Floor Points 1 1 Tn=•rls- I R -Value of Insulstion I I c!oc I I 1 Derth. I inc%.s I o-2 13-4 ! 5-6 I 7+ 1 I 0- 11 I -5 I -5 1 -5 1 -5 I 1 12 - 15 1 -5 I -3 I -2 I -1 i l i 16 - 19 i -5 j -2 I -1 1 0 1 ! 10 + 1 -5 I -1 l 0 1 +1 1 I 1 1 I 1 1 7/7/83 Table 3-2. Ralsed Floor Points I R -Value of I EAST - .66 . `G G i below 3 i SOUTH - .19-.42 I 3-4 I -8 I I 5- 7 I WEST - .13-.36 • to (I I 13 - 18 SKYLIGHT - .37-.57 .TS _ �- 11. HORIZONTAL SOUTH OVERHANG 2' � 12. MOVABLE INSULATION - NONE 13. r INFILTRATION (Standard=0)(Tight=+12) 14. THEREIAL MASS SF 15. GAS FURNACE (SE) 71-76% 16. HEAT PLTIM (EER) $� *-P7.5-7.9% 8t$ 77 17. DUAL PACK (SE, SEER) 8,0-8.3/71-76% WOOD STOVE G & S WATER -HEATER O ATTIC 90 OTHER TOTAL POINTS = �� -able 3-1. Slab Floor Points 1 1 Tn=•rls- I R -Value of Insulstion I I c!oc I I 1 Derth. I inc%.s I o-2 13-4 ! 5-6 I 7+ 1 I 0- 11 I -5 I -5 1 -5 1 -5 I 1 12 - 15 1 -5 I -3 I -2 I -1 i l i 16 - 19 i -5 j -2 I -1 1 0 1 ! 10 + 1 -5 I -1 l 0 1 +1 1 I 1 1 I 1 1 7/7/83 Table 3-2. Ralsed Floor Points I R -Value of I 1 1 Insulation 1 I I Points I I i below 3 i -12 i I 3-4 I -8 I I 5- 7 I -6 I 1 8 - 12 I 13 - 18 i 19+ I I I 0 1 1 Table 3-3a. Ceiling Insulation Points 1 R -Value of Insulation I Points I 1 1 I t 19 I -4 I I 22 I -2 I 30 I 0 I 38 I +2 I 49 I +4 I I I t Table 3-4a. hall Insulation Points R -Value of Insulation I Points I I I I I 11 I -7 i I 19 I 0 I I 30 I +3 I I I I Tar Dle 3-Sorth-Facing Glazing Pts I Glazing Type l I Total I I 1 I of I Sngl, I Dbl, I Irpl, I Floor I U- I U- I U- I I Area 10.66 10.41- 1 0.41 I I 1 1.10 1 0.65 1 down I p +4 1 a 4 +a I 0.1- 1.2 ( +4 ! +4 1 +4 I I 1.3- 2.3 ( +1 I +2 I +2 i I 2.4- 3.6 I -2 I 0 l +t I I 3.7- 4.8 I -4 I -2 I -1 I I 4.9- 6.1 I -7 I -4 I -3 I I 6.2- 7.3 i -9 1 ;Lj -5 I I 7.4- 8.2 I -12 I -8 I -7 I 1 8.3- 9.7 1 -14 I -10 I -8 I 9.8-10.8 I -17 I -12 I -10 I 110.9-12.0 I -19 I -14 1 -12 I 112.1-13.2 1 -22 I -16 I -13 I 113.3-14.5 i -24 I -18 I -15 I 114.6-15.3 I -2; I -20 I -17 1 I I I I I Table 3-6. East -Facto CI Ing Pts. T_ T I I Glazing Type I - --I Total I I Z of I SnCI. I Dbl, I Trpl, I Floor I (U - 1 (11 - 1 (U - I 1 Area 1 1.10) 1 0.65).1 0.41)1 I Ipc!nts I,ofnts Ipofntsl I up to 1.3 I +3 I +4 1 +4 I 1.4- 2.4 1 +1 1 +2 I +2 I t 2.5- 3.6 I -2 I 0 1 0 I I 3.7- 4.6 I -5 I -2 I -1 I I 4.7- 5.5 I -8 I -4 I -3 I I 5.7- 6.7 i -10 i -6 I -5 I I 6.8- 7.7 I -13 i -8 I -7 I I 7.8- 8.7 ! -15 I -10 I -8 1 I 8.8- 9.7 j -17 I -12 i -10 I I 9.8-11.2 I -21 I -15 I -13 ; 111.3-12.7 1 -25 t -18 ; -15 I 112.8-14.0 I -2s I -21 I -18 I 1 14.1-15.3 I -32 I -24 I -20 I Table 3-7. Scu:-_h-F3cfng Glazing Pts Table 3-10. ST haEing Coefficient Po: I Glazing :; x I I SC by I I Total I I I Orlen- I !,Floor Area 1 I of I S;ngl, I Dbl, Trg I tation I I Floor I Cr - I (U - I (': 1 Area 11-10) 10.65) 1 0.41)1 I I tr.t9 I olnts1 ofntsl I Last 1 i 3.2 1 p -03♦9 '+g I 1 0-3.1 I to. I 6.4 aQ. I up to 1.5 1 +2 1 +2 I +2 I I I I 6.3 I t 1.6- 3.6 I -1 I 0 I 0 1 1 1 I I I 3.7- 5.2 I -4 I -2 I -2 I I T- I 5.3- 6.5 I -6 I -4 i -3 I I 0 -.19 I 0 +1 1 +2 I 6.6- 7.7 ( -9 I_ -T I -5 I I .20-.36 I 0 I 0 1 tt I 7.8- 8.9 I -:1 I -8 I -7 11 .37-.66 i 0 1 0 1 0 I 9.0-10.0 I -_3 I -10 ,) -9 I I .67-.82 I 0 I 0 -1 110.1-11.5 i -_7 I -13 1 -11 t( .83 up ( 0 I -1 I -2 i 11.6-13.0 I -:1 ( -16 I -14 113.1-14.5 I -=5 I -19 I -16:1 14.6-16.0 i -_-s 1 -22 i -19 I I south 1 0 1 3.2 16.4 I 8.0 I I I I 11 I to I to I in I to I 1 3.1 1 6.3 1 7.9 1 9.5 1 Iable 3-8. West --Facing GlazlnQ Pts. I 7---rI 1 Glazing Type I I 0 -.18 1 0 1 +i I +2 1 +2 I i .19-.42 l o l o f o f o f I Total 1 I I .43-.66 l 0 l L l,-2 I -2 i 1 I of I Sn:gl, Dbl, Trp1, T .67 up 1 0 1 -2 I -4 1 -4 1 I Floor I ( - I (U - I (U - I I Area 1 1.10) 1 0.65) 1 0.41)1 I I oi.rts I oints 1 ofntsl Vest I 1 1 1.6 15.2 1 6.4 1 o +i +6 +V I to I to I to I to I I up to 1.3 1 -5 1 +6 I +6 I 11.5 13.1 16.3 17.9 I I 1.4- 2.2 I -3 I +4 I +5 I 2.7- 2.8 I 0 1 +2 1 +3 I I I 2.9- 3.6 I -3 I 0 1 +1 I 0--12 I 0 1 +1 I +J I +6 ! I 3.7- 4.2 I -5 I -2I 0 1 .13-.36 I 0 1 0 1 0 1 0 1 1 4.3- 5.0 1 -8 1 -7_1 -2 I .37-.57 I 0 1 -1 I -3 I -6 1 1 5.1- 5.6 1 -:D 1 -6 1 -4 .58-.B2 I -1 I -3 '-L' I I 5.1- 6.2 1 -:3 i -8 i -6 I .83 up 1 -2 I -4 1 -8 1--16 1 I 6.3- 6.9 I -s 1 -10 I -7 I i I I I I I 7.0- 7.6 I -.8 I -12 1 -9 I Skylight I .1 I 8 11.6 1 3.2 I 7.7- 8.2 I -: i -14 I -11 I I 8.3- 8.8 1 --: I -16 1 -13 i 1 to I to I in I to I I 8.9- 9.5 I -15 I -18 ( -15 1 1 7 1 1.5 1 3.1 1 I 9.6-10.1 I -20 I -16 110.2-11.0 1 -'"s I -23 I -17 1 0-.12 1 0 1 +1 1 43 i +6 ! 111.1-11.8 I -3L ( -26 I -21 I .13-.36 1 0 1 0 1 0 1 0 1 111.9-12.7 I -f I -29 1 -24' 1 .37-•57 1 0 1 -1 I -3 I -5 ' 112.8-13.5 1 -4. I -32 I -27 I .58-.82 I -1 1 -3 I =6 I -12 i 1 13.5-14.3 -35 I -29 i •83 up I -2 I -4 I -8 I -16 i 14.4-15.2 I I -33 1 -32 1 Table 3-9. Skylf=-bt Points I I M azing Tyre I I Total I 1 I Z of T S.-g:.I bbl, 'Trill, I Floor I U- I U- I U- I I Area 10.5e-- 1 0.42- i 0.41 i 1 11.i. 1 0.65 I dovi I I up to 1. ] I I 0 1 0 1 I 1.4- 2.2 i 1 -1 I -1 1 I 2.3- 2.8 I -Z 1 -4 I -3 I I 2.9- 3.6 I 1 I -6 i -5 1 I 3.7- 4.2 I -1: I -8 I -6 I I 4.3- 5.0 I -.• i' -10 I -8 I I 5.11- 5.6 I -.i I -12 1 -10 1 5.7- 6.2 I -Ill I -14 I -12 I I 6.3- 6.9 I -Z: I -16 I -13 i I 1.0- 7.6 I -2• I -18 I -15 I I 7.7- 8.2 I -:i I -20 I -17 I I 8.3- 8.8 I -:s I -22 i -19 I 8.9- 9.5 I -3: I -24 I -21 I I 9.6-10.1 I -33 1 -26 I -22 1 Table 3-11. Horizontal South Overhang Points S c u t h Gla.(ng Length Out I Area. Z of Floor I I from Wall I I I ft T- I 1 0-6.3 1 6.4 up 1 I i I I 0 - 0.5 1 -2 10.6 - 1.0 1 -2 i -3 11.1 - 1.9 I -1 I -2 1 i 2.0 up I 0 I 0 1 I I I I Table 3-12. Movable Insulation Points I Moveable Insulation 1 1 1 Area. of Floor I Points 1 I 1 I 1 0- 5.5 I 0 I i 5.6 - 11.5 I +2 I 1 11.6 - 17.5 1 +4 I I 17.6 - 23.5 I +4 I I X23.6+ I +8 I ab.e J -:J., lnf'::rs:loe Control Fert:•tes Points eoz::ol Fea:�res I Points I _ I I &tandard I 0 I I I 1.9 air changes per hr ( ! Tight I +12 7.5 air changes per hr I I I I b'e 3-15. Cas Furnace Without Ref:!ter;:.'on Cc3:?nR Points Seas3nal Efficiency I Points ! (SE), T I I I I 71 - 76 1 0 1 77 - 82 I +2 I 83 - 38 I +4 j 89 - 9: I +6 ! 95 up I +8 ! .?e 3 -?L. Halt PooD ?oln[s Snergy Eific!er.ey I Points ! Ratio • (EEC) 1 ! j I . 7.5 - - '.9 I +3 j S.0 - 3.3 I +6 ) 3.4 - 3.7 I +9 8.8 - 9.1 ! +12 ! 9.2 - 9.6 I +13 I 9.7 - 10.2 1 +l8 10.1 - 10.9 I +21 10.9 - 11.5 ! +24 j 11.5 - 12.3 I +27 ! 12.4 - 13.2 I I i +30 I t a 6 6 It 3-17. Cas Furnace With Refriveration Corllne Points irlaerac:orl Gas Furnace I Cooling I SE ' I L- 77-153- 39-7-3-5-T 1 7bl 8:1 841 941 uo I 1 •.0 - 8.3 I 01 +:I +ai `61 +8 1 .4 - e.7 I +21 ! +61 +31+10 I ' - 9.7 I *C! +'_;-1.1.1:1+14 I 8 - 10. 3 I +:! •::! -I21 r1:1+16 I 10.9 1.1 G:+:2;•1:!+:5;+!9 ! 1+:2i',-I'1S14.19i+�n I I t I 1 1 717i 83 'A!LE 3-14 (ADAPTED) MASS AREA ( 1,000 SA- FT. ,r A S E t,Soo e C EO I 2 2 2 Z 2 2 2 0 ?J3. I 4 4 4 2 2 2 2 2 150 6 6 6 4 4 4 4 2 200 8 a 64 6 6 4 2 ZS3 10 10 a 6 6 6 6 4 100 12 12 10 6 1 8 8 6 4 353 14 14 12 8 10 IG a 6 403 14 14 12 8 10 10 8 6 503 18 IB 16 10 12 12 10 6 60a 22 20 18 12 14 12 8 79: j 24 24 29 14 1:4 8 16 16 to 230 :6 24 72 16 70 16 16 10 1,03 2tl 28 71. 16 '.•, 20 18 12 1.9:0 j 30 30 :S 18 fz2 20 20 14 I,;QU .1: 37. 28 :0 I24 24 22 14 1,206 34 32 30 22 X26 26 22 16 1.130 34 14 32 22 26 24 16 1.403 134 2 34 32 I28 14 23 28 26 18 1,i^0 i 36 34 14 24 30 30 26 18 2.-1011 4 4 6 6 6 8 8 8 10 10 12 6-6 6 8 10 10 12 I2 114 14 la 18 6 8 10 10 1z 12 14 14 14 16 34 34 34 32 22 2.S:0 2 4 2 6 4 6 8 4 ^ 6 s 6 110 10 6 1,12 8 6 )2 B 1< 44 5 6 6. 6 B 10 1D 12 12 14 7 6 6 6 8 8 10 10 10 12 2 < Z I 4 4 I 6 4 1 6 4 I 8 ! 8 6 8 6 1 11 ( ! la 6 1 12 8 1 1Z 4 44 5 6 6 B 8 10 to !0 1' 1 4 5 6 S C 8 8 IU '^ 2) 2 1 4 2 I- 6 a l 6 C( 6 41 2 e j ] ( j !± f 10 L 110 EI :0 J,:Ga 1 4 4 a L 6 L e22 8 F. I; 7 1 z. 2 i e 4 ; G u I 24 30 34 24 30 34 22 26 70 14 (27 i8 22 I!0 26 1,500 18 22 26 12 16 18 18 22 26 to 22 26 16 20 24 10 14 16 116 I20 z4 1,000 14 18 22• 8 14 12 18 14 '2 14 18 22 1 a I17 to I IL 'z i 70 12 16 2G 10 1s 18 4,503 17 1: o i I 5,002 32 - 30 22 7030 l2 72 26 JO 18 20 USE II 14TER_IOR THERMAL MASS MATS RFA SQUARE FOOT ! Table 3-21. Other Vater Peating Pts. I System Type I I Points I I ! I Cas Only I I 0 I I Beat P..op ! I 1 ! 0 ! I Solar with Electric I ( S ( Resistance aackup I I ! tier --tin;; CLe Require- I I ! certa in Part 2 1 A F- Z.000 6 C D A 2,500 8 C 0 A 3.000 8 C I 0 I A 3,500 S C 0 A 4.000 8 C O I A 4,SL0 5.0:0 _^ 1 1 2 2 2 00 0 0 0 0 0 0 0 I 0 0 0 0 1 0 0 0 • 0 0 C 0 �-- C i � 0 J ri 2 2 2 2 2 2 212 2 2 2 2 2 2 2 0 2 2 2 2 7 2 2 0 2 2 2 2 2 0 2 0 2 2 2 2 2 C 2 0 2 0 2 2 ? 0 2 nl OI o 2 a 2 a 2 O i 0 4 6 5 4 6 6 4 4 6 2 2 4 4 4 6 4 4 6 2 4 4 2 2 2 2 4 4 2 4 4 2 2 4 2 2 2 2 2 4 2 2 4 2 2 7 2 2 2 2 2 2 2 7 2 2 2 2 2 2 2 7 1 7 2 2 2 2 2 7i 2 2 ' 2 2 2 Z' 2 6 6 E 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 114 4 2 7I 2 2 2 ?1 8 1010 12 14 14 16 IB 20 22 24 8 12 14 14 IS 16 ZC 20 22 24 6 8 10 1 2 12 14 16 18 18 20 20 4 6 6 a 9 10 10 10 12 12 14 6 8 10 10 12 14 14 16 I8 18 20 6 8 10 10 10 14 14 16 18 19 20 4 6 8 10 10 1Z 12 14 14 1L 18 4 4 6 6 6 8 8 8 10 10 12 6-6 6 8 10 10 12 I2 114 14 la 18 6 8 10 10 1z 12 14 14 14 16 4 6 6 8 6 10 10 12 12 14 14 2 4 4 6 E 6 6 8 8 8 10 4 6 8 1 8 10 110 12 12 14 14 I4 4 6 L 6 P 10 10 12 12 12 14 4 6 6 6 9 J 10 10 12 12 12 2 4 2 6 4 6 8 4 ^ 6 s 6 110 10 6 1,12 8 6 )2 B 1< 44 5 6 6. 6 B 10 1D 12 12 14 7 6 6 6 8 8 10 10 10 12 2 < Z I 4 4 I 6 4 1 6 4 I 8 ! 8 6 8 6 1 11 ( ! la 6 1 12 8 1 1Z 4 44 5 6 6 B 8 10 to !0 1' 1 4 5 6 S C 8 8 IU '^ 2) 2 1 4 2 I- 6 a l 6 C( 6 41 2 e j ] ( j !± f 10 L 110 EI :0 4 4 6 6 5 8 a e to !C 10 1 4 4 a L 6 L e22 8 F. I; 7 1 z. 2 i e 4 ; G u I 24 30 34 24 30 34 22 26 70 14 (27 i8 22 I!0 26 20 26 30 18 22 26 12 16 18 18 22 26 to 22 26 16 20 24 10 14 16 116 I20 z4 1L 20 24 14 18 22• 8 14 12 18 14 '2 14 18 22 IZ 16 13 a I17 to I IL 'z i 70 12 16 2G 10 1s 18 LI ;' !; I Is 17 1: o i 34 32 - 30 22 7030 l2 72 26 JO 18 20 28 30 32 :6 10 32 24 26 JO 16 I24 Id j 2d 20 70 24 28 30 22 74 26 14 22 16 1 z6 le .:9 Z' 24 :b 20 27 24 ;C� ;7 14 1 `y 1 � .'S 24 :•i 20 2: 17 14 ! if � I32 32 28 :o j 70 30 26 112 v- zr Z01 iJ 26 1= A) 1. 3's- C4�crete SIaD: !!C•d.97: R•.29: Fector•7.7 - __ ---- --- --- �- -�- -- ' -' r 2. 3 3/4,' Thick Connon Brick: nC=7.125: R•.1;; Factor -7.3 a) 1. 54- Concrr[e S1aD: MC•14.106; R•.4i8: Factor)., C) 1. 6- Solid Ft ed Blocl: HC-2G.6J; R•1.9J; Factor•6.t 2. 8- Solid Filled Slot: With 81th Sides EApGsed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thereat Mass Area: HC-iO.164; F-.98;; Factor -6.1 D) 1' Thick Concrete/Tile: KC -2.5S; R•.083; Facto r.3.7 Table 3-19. 20c.3117 Controlled Electric RCalStunct Space Heating Points I Points for this eteasure will f I be c000!eted after the ) I has approved an Alternative I ! Component Package for Resistance 'I Beat Table 3-13. Active Solar Spnce F:eatin w!th Cas Points I Net Solar Fraction ! Points I I (.nSF), 2 I I 1 I I ! 0-6 I 0 I I 7- 14 I +2 I I 15 - 23 j +4 I I 24 - o I +6 I 1 31 - 39 ! +8 1 I 40 - 47 I +10 I I 48 - 55 ! +12 I I 56 - 63 I +14 I I 64 - 71 j +18 I 72 up I +20 I I I I all 3-01. aotar nater Hd¢-ting with Cas Backup Points ultifaoil (per unit points) P1Gor Area Net Solar Fraction (NSF), Z per unit, ft2 wood stove 433 points'(no back up) Casablanca fan + 1 point 0.9 110-19 120-29 1 30-39 1 40-49 j 59-59 [ 60-69 1 70•-79 600-799 0 1 +3 1 +7 +10 1 +14 +17 +21 1 800-959 0 +3 +5 +8 +ll +14 +l6 +19 1,00L-1,499 0 +2 +4 +6 ILL +I2 +14 1,5n0-1,999 0 +1 +3 +4+g ♦11)2 C: O and u +7 +9 All otters (pe: buildinr, points) euti e94 0 +s +lu +14 +1- 9 +2 +29 X30 900,-999 0 +4 +9 r.- 13 +17 +11 +26 I +?;. 1,13(:0.1,199 0 +v +711 +15 119 I +22 '•26 1,2Or-!,499 0 +3 +6+9 +12 +15 +18 +21 1,500-1,999 0 +? +57 +9 +l-- '9 0 +� +3+5+7 +,3,rr0 .i:.d uo 0 +: +3 ' I +g .7 +S +IO I ! Table 3-21. Other Vater Peating Pts. I System Type I I Points I I ! I Cas Only I I 0 I I Beat P..op ! I 1 ! 0 ! I Solar with Electric I ( S ( Resistance aackup I I ! tier --tin;; CLe Require- I I ! certa in Part 2 1 I 9 r I Electric 9eststaree I ! I ! I G- -10 COUNTY OF, BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE 0 n OWNER PERMIT N A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. if you have any question pertaining to this matter, or need additional. explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone:: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. Inspector. Z-OA�v /G'yG� Date f 3, •i '� ti COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. Inspector Date r COUNTY OF BUTTE r DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. Inspector Date 1•tu;n•['iur� A. P. -- ROOF DrSCRIPTION Of,' IlLSlll.n'r1UPl 1•tater.i;t l_ � Tttickilesa(illC(1ey) - ----_ -___ ]3rnnd Marne_ f X'1'EliiOR WALL , - �`-^ 1'hetmrll 1(00 1.11 I'Lrtcri:.11_ Fibs-rglasss TI c.k1,0,ty(inches) --------- Brnucl Nnnlc^(_<<'rLi)i-HTeed - Cf lI,.C1JG 1'i�rmnl I;calatnncc(R- v Ue)1 Batt or ll.lnnket Type_ I'iber'c IZISS- 7'hickclegs(inches) Brnncl 1d,1me CerLain'fet d Loose Fill Type r' ] ber 1. ass Thermal ties si tance(It Vnluc) 1tlninu.,,n 1'llicknes - s Ilrnncl Narnc Certa.ir)Tc�nQ Arun "O �(Tncllr_s) / cvc red(ft, )� Number of 11 7 1Jt. ,er hn • r FLOUIr );i ,. -- I'll 0rmal Itesintnnce(R Vper 1� "'lb. MRter.i,II. Fib���lacS Tlli.cic rr�;a(it-1 ey) Ilr,�nd 1•Jnme C2rta:i.nTeed FI,UUR, Sr,AII-----_. Thermal Rcsir3tnnce(It V 1e� T]IIckvs(it--rel c)-'-_----�- Branca Nnmc ►�'idCl,(l.nches) `-`- --- _ '1'llr_nnnl Itesiytntlre R- FOUNh ( Vnl.ue) n'1'I�)N WALL Flntcr.Ja1. 1'lll.ckns I,es) Dr.ancl rlainc. _ ---_--- ---- 1'llermnl RerrinLnnce(I-t Vnlcie)` I l,c rrl>y cc�t•t1.fy that Cllr 1nl,ovc —_— III conforin.�nce will, the St;tte c'ji.u..t,1a tl.url was l.nstrllled !.n Cllr. above In,LlclinR )lawlc:in:, .insu] CnLiLornla r:llorrY Redulren,erlts, at -.i011 C:0., lrnc, 1 Arlt PIniIF 378,107 1 ) STATE qAC---- )1 ToltLIC1;iJSS. cr.. 1 herel) , ccrt.tfy tllc nLcive inrulntion and n]. IiuildinB 1)cpnrt:n,ent nphrc,ved , 1 regr,ired reduirecl b (lana nn�l nt•tucluncntrr I,nvoitetns ns shown on Clie y [hc StaI:e of Crrliiorttia 1:ner8Y Requ hce„ illntalled n.9l.renlents, all rduil,cnent, devices nud ulntc:ri.n]•s are of specifica Y approved b the duality prencribed or ar,, Lµ Y i:he State of Califc)tI!crnict, Ejluf it print)— . s•rn'rr, Cc.lrrl�!(nc'ru](�s—•�---- .S IG LiC1;PJS1i-- r rJ1:RnL curryl(�u'rrlilulii,�►:it--"" UATr 11115 l ll(')"jI; ICA'1'G A(I1S'1.' lil 01Q IrrsrriCrl JM nI'1'ROVni. nr;u rJ i�,: l�Iitrr1J7:LUT.I1c; 1)1, r _ A CC)IY ,IIAr,L BT 1'Us1'rr) hll'1'lI1.NiA('1'PI►;,J1 PRIOR 'C111r: UUILUII•IC , 1U 11rlr1L .J:u• 1984 Zz. PERMIT NO. — PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL—GY2 1 u LOCATION 4685 Guynn Ave, lot 9, Chico r f, y, . 1 Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E a JOB FINALED (Date) Signature =OK '"0•= NoHOK Not Applicable =• Not Ready 'RESIDENTIAL (!Single and Duplex)- Date uplex) Date , UNDERFLOOR (Plans) OK except #'s i7. Zoning-Setbacks;-Easemenu--Flood-Slope . Ftg., Main; Soils-Steel-Elec. Gr d.-/ P' Ftg. De 9, Ftg., Garage; Soils -Steel-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Del 5. Stemwalls, Main; Steel-Blockouts-Wrapped e. Ste walls, Garage; Steel- Blockouts-Wrapped (/ 18. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance- Mated al -Su pprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 Date and -B1 Date Card -131 Date Card -131 Date Date PLUMBING (Permit) OK except #'s Water Ht. Vent -Access -Combustion Air;Baffle Water Pipe; Test & Anchors -Nail Protection D.W.V.; Test-Fttngs & Anchors -Nail Protection -4.9-Shower Pan; Test, First Floor -Tub Access 20a Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection X23. Elec. Receptacles Spacing -Lights & Switches at Doors 13A. Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. _:Equip. Ground made up w/Mech. Fasteners -Bond & ftter 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al --20. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No Service -Riser Conductors & Ground -Main Disconnect --31. Equip. Clearances Panels-Motors-Mech. Equip. --9Q-Elothes Closet Light -Shower Light -Spa Light Smoke Detector Card -131 Date Card -131 Date Card -B1 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 34- A.C. Ducts Insulation & Support -`.i5 Vent Fan; Exhaust above insulation -36. Gendensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet --3a_.ALtLc Access & Platform if Furnace in Attic Card -B Dat rd -B1 Date Card -81 Date Card -81 Date Date FRAMING (Plans) OK except #'s X39. Sills, Proper Material & Anchors �40r Walls s -Nailing, Spacing & Bracing -Plates -Sound B d g Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) Wire Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing Date FRAMING ontinued) 5. Ha rs-Post Caps -Anchors -Connectors ng. st-Rftr. Ties -Purl in -Roof Brac.- - thng.-Rfng. Fi place Ties or Type A Flue -Fireplace Thr -o -IT Clear,nce ttic Access; Size & Romex Protection -Draft Stop s Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions -50- Garage Fire Protection Framing Property Line Firewall & Openings Ext. Doors -One T -Check Garage -3rd story, 2 exits - 68?Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers -�6 Siding -Nailing Veneer 's.Z. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. In tion-Walls-Clg. j?) nfiltration-Walls-Wndws Card -61 Dat Card -B1 Date Card -131 Date -' Card -B1 Date Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 2. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 4. Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 7. Stairs & Rails Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter -"72' Garage Fire Door; Swing -Landing -Closer -'78"A.C. Duct in Garage -Damper N. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location -Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Insulation -Foam -Looked in Attic ❑ Yes Guard Rails & Deck Construction -Post Caps - . Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No Stucco; Brown -Finish A.C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Water Well; Disconnect, Electrical, Plumbingg . Exterior Elec. Trim; G.F.I. Receptacle -Underground 6. Ventilation throughout House Glass Protection . Corrections from Previous Inpections Gas Test -Meters Tagged; Gas -Electric / 90. Water & Sewer Connected -C/O to Gr e- Approval V. Energy Compliance Certificate -Other Certificates 92 Roofing Certificate Card -B Date 7-e,,Tand-B1 Date Card -131 Dat Card -131 Date Card -81 Date Card -131 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) _� = OK 0 = Not OK = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete - 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / PV ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Card -B1 Date Card -B1 Date 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- Bea ms-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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. Card -B1 Date Card -B1 Date Boxes-Enclosures-Panel board s -Ins. to Main in Conduit Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date f n 14;1UC A Department C o u n t s J. Michael Crump, Director Warner C. Phillips, Assistant Director October 2, 1998 Elmer J. Silvera 4639 Tokay Ranch Road — Chico, CA 95973 Public f 8 u t Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7683 Re: Certificate of Merger, AP 006-020-084 (Lots 9-& portion of 10) Dear Mr. Silvera: Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on September 17, 1998, under Serial Number 1998-0039843, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Cyt Stuart Edell r_ U Manager, Land Development Division SE/kp Enclosure cc: Building Division -- Environmental Health Dept. Charles E. Harris, Jr. AFTEFtREC6RDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 1 998-0039843 Recorded 1 REC FEE 16.88 -Official I CONFORM .@8 yyRecords Coun4 Of. . I CANOACE J. GRUBBS I Recorder I 02:25PM 17 -Sep -1998 I Maureen". I Page l:af 4 CERTIFICATE OF MERGER LANDS BEING MERGED: AP NUMBER(S) 06-02-84 SUBDIVISION / PARCEL MAP: BOOK 6 —PAGE 23BLOCK LOTS) 9 R a pnrtinn of ir►1. 1n BOOK PAGE BLOCK LOT(S) As of the day of , 1998 , those lands noted above are merged to create 2 parcel(s) of land as described in Exhibit(s) A' & :B attached hereto. DATE:_'zL' f MIKE CRUMP Director of Public Works OWNERS' CONSENT TO MERGER &= 4 9ILVERA and MARY ANN SILVERA, husband and wife as joint tenants , .as owWs of a#Vwt real property to be merged, do hereby consent and agree to the merger of such lands lata 4hmpkgel(s) as described in Exhibit(s) "A" & B attached hereto.. IG ATURE LD 1530 (1/98) _/1 — / U DATE 'IV AMER, STATE OF CALIFORNIA }ss. COUNTY OF BUTTE } On 8/04/98 , before me, DEE PALMER, NOTARY PUBLIC personally appeared ELMER J. SILVERA AND MARYANN D. SILVERA******** M personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my Signature and official s (This area for official notarial sea]) Title of Document CERTIFICATE OF MERGER Date of Document Other signatures not acknowledged ' DEE PALI Comm. #1185035 Q O o � NOTARY PUBLIC CALIFORNIA Q V ♦ BUTTE COUNTY —► My Comm. Expires June 22, 2002 No. of Pages 3008 (1/94) (General) First American Title Insurance Company EXHIBIT "A" ALL that certain real property situate in the County of Butte, State of California, described as follows: BEING all of Lot 9 as said lot is shown on that certain map entitled Tokay Tract, on file in the office of the Recorder of said County of Butte, in Book 6, of Maps, at Page 23. TOGETHER WITH a portion of Lot 10 of said Tokay Tract and more particularly described as follows: BEGINNING at the Northeast corner of said Lot 10, thence along the North line of said Lot 10 and the centerline of Guynn Avenue as shown on said Tokay Tract, South 8902720" West 55.00 feet; thence South 00°0246" West parallel to the East line of said Lot 10, 261.00 feet; thence North 89°27'20" East, parallel to the North line of said Lot 10, 55.00 feet to the East line thereof, thence North 00002'46" East 261.00 feet to the point of beginning. CONTAINING 20.00 acres more or less. End of description. � O Charles E. Hams, Jr. p Licensed Land Surveyor No. 4990 Na 4M State of California License Expires: 12/31/01 fk-f%AI ► Page 1 of 1 1 WO 0.11 "fli ALL that certain real property situate in the County of Butte, State of California, described as follows: BEING all of Lot 10 as said lot is shown on that certain map entitled Tokay Tract, on file in the office of the Recorder of said County of Butte, in Book 6, of Maps, at Page 23. EXCEPTING THEREFROM a portion of Lot 10 of said Tokay Tract and more particularly described as follows: BEGINNING at the Northeast corner of said Lot 10, thence along the North line of said Lot 10 and the centerline of Guynn Avenue as shown on said Tokay Tract, South 89027'20" West 55.00 feet; thence South 00°02'46" West parallel to the East line of said Lot 10, 261.00 feet; thence North 89°27'20" East, parallel to the North line of said Lot 10, 5 5.00 feet to the East line thereof, thence North 00°02'46" East 26 1. 00 feet to the point of beginning. CONTAINING 19.32 acres more or less. End of description. LAND E Charles E. Harris, Jr. a Licensed Land Surveyor No. 4990 State of California NOt4M License Expires: 12/31/01 OF� Page 1 of 1 ., . ,, � , . ,., � , �., ,, , w �- �-=.-„n--,..r-, . - . , ,„,� V” ����o �J r Y COUNTY-OF'BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. « k 7 County Center Drive - Oroville, Call4ornia 95965 - Telephone: 916/538-7541 1-)J ( e, 6, APPLICAT40N "D PERMIT ASSESSOR PARCEL NUMBER w ZONING BUILDING PERMIT OWNER J t F_I n�l LA TELEPHONE ,SQ, FT. Ochi. BUILDING VALUATION OWNER'S MAILING ADDRESS '� G AV 15 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Q1 V 1) VA Fireplace CONSTRUCTION LENDER QAC, S<i1!!N/?S UNKNOWN q _I;q O� Total Valuation Is FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER �_r a a_ ., , k-' e t- LICENSE NO. I I b 4 e4 17— Plan Checking Fee ,$' Energy Plan Checking Fee $ ARCHITECT 'OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING, ADDRESS \ c _ Permit fee / $ PLUMBING PERMIT Filing Fee 10.00 •�,,�1 V,.\i ,^ Each Trap ! 2.00 ..� _ , ,�i Solar or heat pump water heater/ • 20.00 LOT NO. SUBDIVISION NAME -1,i i/ PARCEL MAP Water piping • % 'f 5.00 Each gas water heater, or vent 5.00 USE OF STRUCTURE SFe ] Duplex El Mob ilehomeQ'k Other I , ' , SPECIFY Gas piping system 1 -'5 outlets 5.00 Building sewer N i --- 5.00 Mobile Home S I G W 0.00ea TYPE SOF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other FA Describe work: L! i'. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service DOOOR LESS 100V AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penaltyof perjury p jy (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. License No. 2�.G 4 i �— Classifications El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure_is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.aI) 1/20sgft OR ACDNS. \ACC. BLDGS. NEW CONST R. MULTI -OUTLET 2,50 ea NON.RESID .BRANCH CIRC I 5 POWER APPARATUS 6 (SINGLE OUTLET CIR. / Ex. Occup\OUTLETS OR FIXTURES eAL@30 EX. OCCUp. FIXED P OUTLETS (RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the.Countyot Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X )IMIkr=�(4.I /��� �� 1 Date ! Signature of Applicant — Owner Contractor Agent ❑ � i n OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures oveC3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. CONST.TYPE SCHOOL FLOOD PARCEL PD Ho I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. / DIRECTOR _ PUBLIC�WORKS // f n Q By , . /.nl ) ,/%i+ i/ Dat �/ PERMIT EXPIRES Date ` Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMITZy ERMIT NO. ASSESSOR PARCEL NUMBER — A ZONING BUILDING PERMIT OW R •., I art. � y e rLA- TELEPHONE ,SQ. FT. OCC, BUILDING VAL I _ fo OWNER' MAILING ADDRESS G N >v v >r . SCO T ACTOR'S NAM �2� TELEPHONE -10 CONTRACTOR'S MAILING ADDRESS 4? 10 0 VAS Qa= Fireplace CONSTRUCTION LENDER f� C. t S UN K OWN — 00 Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADD SS - Permit Fee $ AR H�IT^CT OREN �N`E R ttaa�� p2' LICENSE NO. 36 1n4. ; Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT R ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap I 1 2.00 a Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Mater piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other sPEclFr Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑Utilities ❑ Installation[] Other Describe work: n Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service TDOV OR LESS 00 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under pen y of perjury (check one): �M---�+ ..19 I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. R -.1 License No. ��L�A 4' � �- Classification }�11 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.y\ , 1 �2dsgft OR ADONIS.ACC. BLOGS. / NEW CONSTR.MULTI-OUTLET 2,50 ea NON-RESID .BRA CH CIRC S POWER APPARATUS &) SINGLE OUTLET CIR. I Ex, Occup OUTLETS OR FIXTURES 15AL9 30 Ex. OCCup. OUTLETS FIXED P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor ORKMEN'S COMPENSATION INSURANCE I declare under ally of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction,' and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X ::�� Date Signature of Applicant — Owner ❑ Contractor's Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYPE SCHOOL FLOOD PARCEL PD ND s3uE This permit is hereby issued under si ins of the Butte County Code and/or work indicated above for which IREC PURL B P I EXPIRES Date the applicable provi- resolutions to do fees have been paid. ORKS Date N Receipt No.yk�241 6j WHIT[-D.P.W.. YELLOW-A3eLSSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT I— ',..K 4- ^ Ir r• _. �t --^- r v .— .. � + r . - ..w+ ' .rr a . -. ' ' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLEf?t'AdFO"it NIA -95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET } Permit No. OWNER 5 Z V�w A. P. No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing Pajnd�/or issuance: DATE RECEIVED APPROVED 1. All items. have been submitted. . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , , . . , , , i 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Cert.ificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑ ) _15. Improvements may be required. . , . . , , , , , , 16. Mobi lehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 17. Pre -Inspection for Required, Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check).- 22. heck). 22. \ When you issue the permit, process as follows: Mail to owner, M�`il to contractor. f Telephone and hold for pickup at office, Deliver w/inspector,, Other Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_mail—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW ro 0 O)X I CA '71 C�14S'Nd rh . ... Aa , t ` `� K ' r . ' .. 8 •-0/1- _ . . .13 . ' .o 11 . (E) 6036 . (E) "3010 : , ` - .. (E) 6036' • -. 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