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028-270-179
�CONV AG BLDG TO SF W/o PERMITS 10/1/99 SPECIAL INSPECTION . BUILDING CODE V10 ATION LETTER 30 DAY IN j']BUILDING CO VIOLATION I LETTER 10 AY POTTS, Marvin �---A.P. #28-27-179 457 Lindley Drive Sacramento IeW R -F, : &i vdw� s*QrC' I cae- pe'rVnZjb -1ST RENEWAL01-2692 % 1b 028-27- ' 0-179 93 .POTTS,-,MARVIN BANGOR ..AGRI-C-ULT-j-LR-A-L SEX - E -PT- MI-QN=P-ERMI-T� TRACTOR, TOOLS -LEW 0 139- I i ON, a 40 a Lois "A: Dunkin P.O. Bog 221�.,:'ir�T�?"'� _ Bangor, Calif. 95914 dk�u��/V '4 {��� a,�'1-��j•%!'��a/ ��li:!}�}�:!il�}:'.i�t!!1l�!}ltl!S'��°:.?,JE}!�!3�.t�!i�l}e}ii�� !�`. .. '•C '. 1 �� 4:i -.. _ __.- ter_ �_�� __ yam. Zillow.com - Real Estate Search Results ,v%\l�IA-pjl drw� X, Ldn zllow,com Your Edge in Real Estate 125 Weedy Way Beta © 2006 Zillow.com, All Rights Reserved b Page 1 of 2 a,,a1.- 4�`D " c"�V /1-, /3-7 Com— http://www.ziltow.com/search/Search.htm?addrstrthood=12 +weedy+way&citystat zip=95966&mod... 5/ Taxroll Inquiry Page 2of2 http://www.megabytesystems.com/megabyte_butte/(43cowsmgs1lzr3iy2swpyf45)/WebInquiry/Inqui... 5/12/2006 Taxroll Inquiry tV1 � ,y �,.` a.'.. � . „�.'�,�(�1, i p�t'c�.9 Pt,�;, ip 11 Y� �.I f`�. ten. '���y�•f�: My Cart Items in cart: 0 Navigation Last Search Assessment Into Assessment# Situs Taxyear Feeparcel Roll Cat Taxes Paid Status Due/Paid Date Total -Due Total Paid Balance Pay On-line Taxcode Info Tax Code Rate 00001 1 LOCAL AGENCY, GENERAL 25600 0.0051 BUTTE COLLEGE DEBT 2002 A 26100 0.0112 ORO HIGH DIST BOND 2002 A 26200 0.0057 ORO HIGH DIST BOND 2002 B 26300 0.0158 BUTTE COLLEGE DEBT 2002 B 61164 0 CSA 164 ANIMAL CONTROL 68410 0 FEATHER RIVER REC Navigation Last Search My Cart Items in cart: Dick Fuelicher Treasurer -Tax Collector 25 County Center Drive, Qroville; CA 95965 530-538-7701 www. buttecounty. neUttc Page 1, of 2 New Search i 028-270-179-000 125 WEEDY WAY 2005 026-210-179-000 CS New Search 1st 2nd PAID PAID 12/06/2005 03/13/2006 $374.93 $374.93 $374.93 $374.93 $0.00 $0.00 G r -Add to c 1st 2nd $353.82 $353.82 $1.81 $1.81 $3.96 $3.96 $2.02 $2.02 $5.58 $5.58 $2.50 $2.50 $5.24 $5.24 Ch http://www.megabytesystems.com/megabyte_butte/(43cowsmgsl lzr3iy2swpyf45)/Webinquiry/Inqui... 5/12/2006 Taxroll Inquiry Page 2of2 http://www.megabytesystems.com/megabyte_butte/(43cowsmgsl tzr3iy2swpyf45)/WebInquiry/Inqui... 5/12/2006 Taxroll Inquiry My Cart Items in cart: 0 Navigation Last Search Assessment Info Assessments Situs Taxyear Feeparcel Roll Cat Taxes Paid Status Due/Paid Date Total Due Total Paid Balance Pay On-line Taxcode Info Tax Code Rate 00001 1 LOCAL AGENCY, GENERAL 25600 0.0051 BUTTE COLLEGE DEBT 2002 A 26100 0.0112 ORO HIGH DIST BOND 2002 A 26200 0.0057 ORO HIGH DIST BOND 2002 B 26300 0.0158 BUTTE COLLEGE DEBT 2002 B Navigation Last Search My Cart Items in cart: Page 1 of 2 Dick Puelicher Treasurer -Tax Collector 25 County Center Drive, QroviTle; CA 95965 530-538-7701 wmm,.butteCounty.net/ttc Ch New Search 910-026-757-000 " . 137 WEEDY WAY 2005 028-2'70-178-000. CS New Search 1st 2nd PAID PAID 11/15/2005 04/10/2006 $46.70 $46.70 $46.70 $46.70 $0.00 $0.00 r r Add to c, 1st 2nd $45.00 $45.00 $0.23 $0.23 $O.SO $O.SO $0.26 $0.26 $0.71 $0.71 Ch http://www.megabytesystems.com/megabyte_butte/(43cowsmgs1 lzt3iy2swpyf45)/Webinquiry/Inqui... 5/12/2006 TaxroU Inquiry Page 1 of 2 �t'.d Fg •,i�l'1n:i'f6`t R.-!'#.�7.i: I.P.i!S3EYti�Sii'1�. ftp;. F-�'e ',�� ��° ,�..��.�'•al�Ya*��4 �eM...X11.�.'wi�vJ��tl�l�lYa:f'e,°�J:i i�i �\ 4v t`. a� 9 My Cart Items in cart: 0 Navigation Last Search Assessment Into Assessments Situs Taxyear Feeparcel Roll Cat Taxes Paid Status Due/Paid Date Total Due Total Paid Balance Pay On-line Taxcode Info Tax Code Rate 00001 1 LOCAL AGENCY, GENERAL 25600 0.0051 BUTTE COLLEGE DEBT 2002 A 26100 0.0112 ORO HIGH DIST BOND 2002 A 26200 0.0057 ORO HIGH DIST BOND 2002 8 26300 0.0158 BUTTE COLLEGE DEBT 2002 B 61164 0 CSA 164 ANIMAL CONTROL 68410 0 FEATHER RIVER REC Navigation Last Search My Cart Items in cart: Dick Puelicher Treasurer -Tax Collector 25 CoumtyyCenter Drive, Qroville= CA95965 530-538-7 01 wwmr.buttecounty. nethtc New Search 028-270-178-000 112 TEDD 2005 028-270-118-000 CS Ch 1st 2nd PAID PAID 11/15/2005 .04/10/2006 $174.54 $174.54 $174.54 $174.54 $0.00 $0.00 r ` .Aa G 1st 2nd $163.81 $163.81 $0.84 $0.84 $1.83 $1.83 $0.94 $0.94 $2.58 $2.58 $2.50 $2.50 $2.04 $2.04 New Search Ch http://www.megabytesystems.com/megabyte_butte/(43cowsmgsl izr3iy2swpyf45)/Webinquiry/Inqui... 5/12/2006 is�€t�ll i drs; Taxrotl Inquiry Page 2of2 http://www.megabytesystems.com/megabyte_butte/(43cowsmgs1lzr3iy2swpyf45)/WebInquiry/Inqui... 5/12/2006 4 f C7 I iC SCJ lo LJ i 10 a 71 t • E 03-3468KIN, LOIS •WY, BANGOROWN , 01-2692 i a�. . ��" •� �� �� � Gam. ,— r t COUNTY OF BUTTE - DEPARTMENT OFIDEVELOPMENT SERVICES - BUILDING -DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 r PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT h l �4 Q ASSESSOR PARCEL NUMBER 028-270-179 ZONIN,J BUILDING PERMIT OWNER 1 T. -Dt N 6-32-6559 TELEPHONE SO. FT, OCC. BUILDING VALUATION . . OWNERS MAILING ADDRESS PO RM 77 BANGOR CA 994 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS " y Fireplace Total Valuation Is ARCHITECT OR ENGINEER UCENS ENO. r —Filing Fee $ 20.00 Permit Fee $ 247.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 125 � Energy Plan Checking Fee $ $ - PERMIT FEE $ 267.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF'❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump,water heater 23.00 Water piping 15.00 Each as water Heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: `-1ST RENS F 01-2692 ' ' t >E''^ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ t h �- 0 ELECTRICAL PERMIT Fling Fee 20.00 000V OR LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION )� I hereby affirm under penalty of perjury that I am licensed under provisions, of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I 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 coapensation, will do the work, and the structure is not intended or offered for sale. tD 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.) 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 forthwith comply with those provisions. X >S /�1 a / - /(F. ls'� l �Date �r /l% ' L _ Signature of Applicant -.O;Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.ey Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. So. - OR ADONS. & ACC. BUDS. 3.50FT. FIoµRE3,DT' MULTI-oUTLEr @7.50 POWER AFPARATUS 8 SINGLE OUTLET CIR. 20 @ 1.00 EX. Occup. OUTLET OR FIXTURES BAL p .50 Ex. Occup. .11EA A DOER 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 FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 267.75 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated ab&e for which fees have PERMIT EXPIRES ON t the applicable provisions Resolutions to do work been paid. `►67) Date t� Date ' Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT U ' f r s.� Date Inspector REV 10/92 rru COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES- 411 Main Street • Chico, CA • (530) 89172751 , 7 County Center Drive • Oroville, CA • (530) 538-7541 - CORRECTION NOTICE 'Pottzr, &3 OWNER 'PERMIT NO. - " • . ; A routine inspection indicates that the following violations of butte county Ordinances exist at the d above address and should be corrected. Please notice this office when correction of -work is, ..: completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately.=' r (,�� e Uk J -1A5 CA�krCC iA a-\ .. t 1 _ ' f r s.� Date Inspector REV 10/92 rru k" COUNTY OF BUTTE BUILDING DIVISION r- - "k DEPARTMENT OF DEVELOPMENT SERVICES Ay 411 Main Street * Chico, CA o (530) 891 -2751 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE 0 * ONER 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 thjs-.Of at*, or need additional explanation, pleasTec tact this office immediately. Wd On Z/ bs 1198 5 I—A E. xl� Date REV 10/92 R COUNTY OF.BUTTE " ,BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES �4, Main Street• Chico, -CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE • . .s 7Z-3/ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when. correction of work is completed. If you have any questions pertaining to this matter; or need additional explanation, please contact this office immediately. ,. )Z= /4 S' c: Z� % o CO V corm - gr COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 89.1-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A'routine inspection indicates that the following violations of butte county Ordinances exist at the ry= aboJ address and should be corrected. Please notice this office when correction of work is completed. ,If you have any questions pertaining to this matter, or need additional explanation, please^contact'this office immediately. b 1 •r _ Y ��� i'D./ r L✓# �" GCS-- :'� � � sem-- o r :r!i •�''C. ,���'v •�.. �a ,� F _ x° Date f/ a Inspector REV 1b 2 f t, 1 I 1. fl t t OFFICE COPY Address GAS Meter By Dat ELECTRIC Meter By Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIOk 7 County Center Drive * Oroville, California 95965 - Telephone (530) 538-7541 T (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-270-179 ZONING BUILDING PERMIT OWNER POTTS-WMIN LOIS TELEPHONE 3 - q SO. FT. OCC. BUILDING VALUATION 1216 R 659664 OWNERS MAILING ADDRESS P.O. BOX 22 BANGOR 95914 ' CONTRAC//T''�O�((R�SS((��N+A+�MME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 67-611 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 495.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 150015 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REPIACFS BMI-2692 AG. MMM TO LIVING & ADD SO. Fr. Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I SIGSIGI W @20.00 PERMIT FEE $ Z ELECTRICAL PERMIT Filing Fee 20.00 aoov LEs Main Service zoOA OR' LESSs 23.00 n' �y� 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lie. 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, 4�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 0 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 forthwith comply with those provisions. 1` 1 X ,`l [L ��� �J Date �! 1 _ Signature of Applicant - O'`Owner ❑ Contractor, ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. ', Main Service 200A TO 1000A 46.00 NEW CONST. DW LUNG OCCUP. SO OR ADDNS. ( DW: ACC. BLDS. 3.5aFT. 42. raoN R6IOT MULTI.OUTLET @7.50 APPARATUS 8 SINGLE OUTLET CI R. EX. Occup. OUTLET OR FIXTURES SAL O 1 FIXED APPl1JS. . OR Ex. Occup. ourLErs RESIOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE =C, MECHANICAL PERMIT Filing Fee 20.00 Heating 25.00 Cooling Hood 6.50 6.50 Ventilation 4.50 PERMIT FEE $ 56,00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indic ' ed Rbfior whi h fees have By � ,! PERMIT EXPIRES ON i the applicable provisions Resolutions to do work been paid. � Date / / ! / r to ReceiptNo. 7 /•'} � i � WHITE-D.D.S.-B.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES �' ~' t RESIDENTIAL o �- T028-270-179 01 -ice .:PERMIT N( t I' DUNKIN-POTTS, LOIS 125 WEEDY WAY, BANGOR { - ` AG CONV AND ADDITION I SPECIAL CONDITIONS CHECKED BY SRA `. FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER . tt �f ry • JOB FINALED (Date) 1.It Signature /= OK 0 = Not OK - = Not Applicable • MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch ' 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning, Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line ' Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 . L' i MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; -Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 I Date Card B-1 Date Card B-1 V= OK Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date 0 = Not OK Date A.C. Ducts Insulation & Support PL BING (Permit) OK except #'s Vent Fan, Exhaust above i atton = Not Applicable ' Ve4r Htr.; Vent -Access -Combustion Air Baffle RESIDENTIAL (Single & Duplex) 1 =Not Ready f 64. W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Date Test Tub & Shower, Second Floor -Tub Access derfloor (Plans) OK except #'s Date RAMING (Continued) 67. Zo ' -Setbacks-Easements-Flood-Slope 4kWdhg ost Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date Card B-1 ng. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shtinb.-Rfng. 70. ELECTRICAL (Permit) OK except #'s Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 48. Fireplace Ties or Type A Flu e-Fireplace'Throat Clearance V OF 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 49 AtticAccess; Size & Romex Protection -Draft Sto6-Ins. Baffles Size Boxes & No. of Conductors Stapled 5. Stemwalls, Main; Steel-Blockouts-Wrapped 5 drm. Windows or Exiting Doors -Sill Ht. & Dimensions 27. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 52. Property Line Firewall & Openings Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 7. Slab, Steel -Wrapped 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 32. 8. Piers -Fireplace Ftg.-Steel 54. Stai , Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 5 ywood on Roof Overhang -Attic Vents -Rafter Outriggers Following Insild./Drive 0 Yes D No/Walks l7 Yes J No/Planters 7 Yes J No 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; SizerTest /56. Sidi 'Nailing Veneer 84. 11. Water Pipe; Test -Anchors -Regulator -Service Test 57. §46cco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground j t Gla ' Area -Glass Protection -Skylights -Plastic Exterior Elec. Trim, G.F.I. Receptacle -Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins.h Ventilation Throughout House alls; Nailing -Bolts 89. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies GL ra 0 Interior/Exterior Wall Panels 15. Access & Ventilation sulation-Walls-Ceilings Water & Sewer Connected -C/O to Grade -HD Approval 16. Insulation Ir 7 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date A.C. Ducts Insulation & Support PL BING (Permit) OK except #'s Vent Fan, Exhaust above i atton 17. Ve4r Htr.; Vent -Access -Combustion Air Baffle 38. 1 .Water Pipe; Test & Anchor -Nail Protection f 64. W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 67. G.F.I. & Bath Fixtures & Tub Access -Spa Date 68. Card B-1 Date Card B-1 Date 69. Card B-1 Date Card B-1 Date 70. ELECTRICAL (Permit) OK except #'s 23 . Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. E p. Clearances Panels-Motors-Mech. Equip. 81. Clothes Closet Light -Shower Light -Spa Light 3 Smoke Detector 82. Following Insild./Drive 0 Yes D No/Walks l7 Yes J No/Planters 7 Yes J No Date Card B-1 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 i atton 37. Condensate Drainverflow, Size &Grade 38. Furnace -V ccess-Comb. Air -Return Air Vent 115 outlet 39. Atti cess & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B -11/1 -Date Card B-1 Date AMING (Permit) OK except #•s it roper Materials & Anchors a tuds-Nailing Spacing & Braces -Plates -Sound 4 ear' Walls over Girders & Floor Nailing 4 raft Stop in Walls (rat proof) Fare Stops, Furred Ceilings -Stairs -Chasers -Tubs �fJF / ,`✓ eaders & Beams -Size & Bearing L Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive 0 Yes D No/Walks l7 Yes J No/Planters 7 Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 CiTL October 19, 2001 Re: Special Inspection Number : 01-09 Assessors Parcel Number: 028-270-179 Lois Dunkin P/O Box 22 Bangor, CA- 95914 With reference to the above subject and your request for inspection of the proposed conversion of an existing agricultural building to a single family residence at 125 Weedy Way, Bangor, CA, the inspection was made October 19, 2001. The structure has been converted prior to permit issuance. A reasonable visual inspection was performed without going on the roof, under the building, or in the attic and the following items were identified, and must be completed or resolved: 1. Provide Environmental Health Department clearance and approval. 2. Provide complete plans for review. 3. Install smoke detectors per sec. 310.9 UBC. 4. Verify foundation and anchorage. 5. Provide G.F.C.I. protection in bathroom, kitchen and outdoor receptacle outlets per N.E.C. . 6. Provide verification that the entire electrical system is properly installed- including bonding and grounding at the service and receptacles, bonding of interior metal piping, spacing of receptacles, two 20 amp small appliance branch circuits in the kitchen,. G.FC.I. protection where required, and wire and breaker size 7. Verify bedroom egress. 8. Comply with additional requirements that may arise during plan check. This inspection by the County of Butte does not act as a guarantee or warranty as to the internal soundness of said addition, conversion, or renovation. 1 l�1 suite LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 CiTL October 19, 2001 Re: Special Inspection Number : 01-09 Assessors Parcel Number: 028-270-179 Lois Dunkin P/O Box 22 Bangor, CA- 95914 With reference to the above subject and your request for inspection of the proposed conversion of an existing agricultural building to a single family residence at 125 Weedy Way, Bangor, CA, the inspection was made October 19, 2001. The structure has been converted prior to permit issuance. A reasonable visual inspection was performed without going on the roof, under the building, or in the attic and the following items were identified, and must be completed or resolved: 1. Provide Environmental Health Department clearance and approval. 2. Provide complete plans for review. 3. Install smoke detectors per sec. 310.9 UBC. 4. Verify foundation and anchorage. 5. Provide G.F.C.I. protection in bathroom, kitchen and outdoor receptacle outlets per N.E.C. . 6. Provide verification that the entire electrical system is properly installed- including bonding and grounding at the service and receptacles, bonding of interior metal piping, spacing of receptacles, two 20 amp small appliance branch circuits in the kitchen,. G.FC.I. protection where required, and wire and breaker size 7. Verify bedroom egress. 8. Comply with additional requirements that may arise during plan check. This inspection by the County of Butte does not act as a guarantee or warranty as to the internal soundness of said addition, conversion, or renovation. 1 It is now in order for you to submit three copies of complete plans with calculations to this office including plot plans, floor plans and structural details, apply for the required permits, and pay the appropriate fees. The permits must be obtained gLior to any work being done, and the above listed items completed within thirty (30) days of the date of this letter. Should you have any questions concerning this matter, please contact. David Wasney at the address or phone number listed above. Sincerely, Davi Wasney Building Inspector III r � , 2 ^ ^ ' ' ` ` orP e,JV *L COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California .95965 • Telephone (530) 53 - 1 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 3(140 ASSESSOR PARCEL NUMBER 028-270-179 ZONING BUILDING PERMIT OWNER TOTS P=';—DUNKTN 632-6559 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS PO BOX 22 BANGOR CA 95914 CONTRACTOR'S NAME UNMOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 247.75 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 267.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 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 ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: IST RENEWAL -OF 01-2692 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VOR LESS Main Service 2I.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER 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 , 46.00so NEW CONST. DWEWNG OCCUP. DWE200ALLING U OR ADDNS. ( a ACC. BLDS. SO 3.50Fr; N Np NST' MULTI -OUTLET @7,50 APPARATUS a SINGLE ourLLsr cIR. Ex. Occup. OUTLET OR FIXTURES 20 @ ,.00 ALL @ .� Ex. Occu . DQE °PR D1 ELNS 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. ❑ 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.) 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 forth ' h com with se provi ' ns. X �C� / 1ifiC� Date // /� �� Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 267.75 HAZ. D. FEES IMP I FLOOD I COF PARCEL I PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or I ndic ted a ve for which fees have By PERMIT EXPIR O the applicable provisions Resolutions to do work been paid. I Dalte 1 � �l v' 6 Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev.12/96) owNER % , , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERO/ICES - BUILDING DIVISION MIT NO, 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 APPL-ICATIONAND PERMIT ul+s ZONNG BUILDING PERMIT TELEPHONE ESQ. Fr. OCC. BUILDING VALUATION i CONSTRUCTION LENDER Fireplace LENDER -S kWLING ADDRESS Total valuation Is LICENSE NO. Filn Fee $ gRCHrtECr OR ENGINEER r Permit Fee CC) I$ ARCNrM= OR ENGwEER S MALM ADDRESS pian CheckingFee $ BULDINGAGORESSI Energy Plan •Checking Fee $ PERMIT FEE $ C LOT Na suaoNLSIONS NA6LE PARD MAP PLUMBING PERMIT I' Each Trap USEOFSTRUCTURE Solar or heat pump water heater SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping sP�e�r Each gas water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets al ❑ 66es ❑ Installation. ❑ Other ❑ Building sewer I� Moble Home Is I G I W PERMIT FEE 3 ELECTRICAL PERMIT -4 Main Service I =* oA .PERMIT, FEE PAID SRA SHERIFF OTHER i AMOUNT RECEIVED $ , 9 DATE RECEIVED mrarrin-r .9 11 �� zo Main Service 2cm TD t0am NEW CONST. DWELLINGOtx'P. BI OR ADONS. b ACC. DS. _ x i- Gng Feel 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 3.50jT @7.50 20.00 Ex. Occu . OIITL.Er OR FUTURES BAS @ ,SD Ex. Occup. uTLETs �Nm c 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Ur.;— 23.00 PERMIT FEE $ MECHANICAL PERMIT Feng Fee 20.00 Heating,. Cooling 9 ventilation 'PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ — j C'" CONST.TYPE TOTAL FEE $ O� HAZ I D. FEED I IMP I FLOOD I CDF PARCEL PO 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. L gy Date e PERMIT EXPIRES ON ti i October 4, 1999 Lois A. Dunkin 457 Lindley Drive Sacramento, CA 95815 RE: Building Code Violation 125 Weedy Way, Bangor Dear Ms. Dunkin: butte Count LAND OF NATURAL WEALTH AND BEAUTY . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 A.P. #028-27-0-179 This is a. courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above referenced location. Failure to obtain the required permits, inspections and approvals from this office for conversion of an agricultural exempt building to a single family residence. Since permits and inspections are required for the above work, submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. -All work .must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work 'is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of. the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable. plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. Si cerely, Mic ael C. Vieira, C.B.O. Manager, Building Inspection MCV:dms cc: Assessor RECEIVED OCT 2 21999 BUTTE COUNTY BUILDING DIVISION BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 O 6"',October 19, 2001 CCFL2� �a Re: Special Inspection Number : 01-09 Assessors Parcel Number: 028-270-179 Lois Dunkin P/O Box 22 Bangor, CA. 95914 With reference to the above subject and your request for inspection of the proposed conversion of an existing agricultural building to a single family residence at 125 Weedy Way, Bangor, CA, the inspection was made October .19, 2001. The structure has been converted prior to permit issuance. A reasonable visual inspection was performed without going on the roof, under the building, or in the attic and the following items were identified, and must be completed or resolved: 1. Provide Environmental Health Department clearance and approval. 2. Provide complete plans for review. 3. Install smoke detectors per sec. 310.9 UBC. 4. Verify foundation and anchorage. 5. Provide G.F.C.I. protection in bathroom, kitchen and outdoor receptacle outlets per N.E.C. 6. Provide verification that the entire electrical system is properly installed including bonding and grounding at the service and receptacles, bonding of interior metal piping, spacing of receptacles, two 20 amp small appliance branch circuits in the kitchen,. G.FC.I. protection where required, and wire and breaker size 7. Verify bedroom egress. 8. Comply with additional requirements that may arise during plan check. This inspection by the County of Butte does not act as a guarantee or warranty as to the internal soundness of said addition, conversion, or renovation. 1 It is now in order for you to submit three copies of complete plans with calculations to this office including plot plans, floor plans and structural details, apply for the required permits, and pay the appropriate fees. The permits must be obtainedrior to any work being done, and the above listed items completed within thirty (30) days of the date of this letter. Should you have any questions concerning this matter, please contact David Wasney at the address or phone number listed above. Sincerely, Davi Wasney Building Inspector III 2 - I� h.�{ �T t � w�t 4 as•:t December 3, 2002 Lois Potts -Dunkin PO Box 22 Bangor, CA 95914-0022 ,butte Co LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Building Code Violation Location: 125 Weedy Way, Bangor, CA A.P. #028-270-179 Dear Lois Potts -Dunkin: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to final permit for a portion of garage converted to storage area prior to occupancy. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an 'active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (LO) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector S.R:aam cc: Assessor January 28, 2003 Lois Potts -Dunkin PO Box 22 Bangor, CA 95914-0022 RE: Formal Warning Notice Building Code Violation Location: 125 Weedy Way, Bangor, CA A.P. #028-270-179 Dear Lois Potts -Dunkin: BEAUTY DEPARTMENT OF DEvtLVF'Mtn I btHVik;ts 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated December 3, 2002, notifying you that you are in violation of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: Failure to final permit for a portion of garage converted to storage area prior to occupancy. (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Lois Potts- Dunkin January 28, 2003 Page 2 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR: kj 1 2 3 4 5 6, 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 221 23 24 25 26 27 28 PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte. I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division. # 7 County Center Drive, Oroville, California 95965. 1 am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal Service in the ordinary course of business on the same day. On January 28, 2003, a foregoing 10 -Day Letter on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. X In the United States Postal Service Mail in Oroville, California. Lois Potts -Dunkin PO Box 22 Bangor, CA. 95914-0022 I declare under penalty of perjury under the laws of the State of California on January 28, 2003 at Oroville, California. "n O/I;D Karen E. 0 es r BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Address: Phone Number: Other Comments: :<:<;:.:;::;.:._..>;:.:<.::::::...:......:�'he:above::en orma�ton:as>not:avai�Qiri1::>fhe> ui5lrc.:::;::;;:;;;:;:;;;:;::,;:;:;::;::;:;:>;;::.;;::.;::;;;;:;:.:::...:..-.. Inspector must draw a plot plan with all building locations: Additional comments from Inspector: VIOLATION.CHECK LIST A. P.- # 2 ^ 2 / Address ( -2- Owner Owner Owner's Address Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. U ' Specific Plot Plan with C/V Noted __yes no Penalties Required .1st. Notice Sent 2nd. Notice Sent ate ate Comments and/or Determination l9' e�,�•�"c� ay— ---�AA �f 0►rrz A Gtr r-�� —41-0 R e* - .o� 1/ X363 I Disposition For Citation Citation - (Date) (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) c . � COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Orolifornia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLI N AND PERMIT• 01-2692 ASSESSOgpgRC LNk{MJI i 179 iro BUILDINGPERMIT dIkNER LLLOIII�SLDVU�NKIN-POTTS TELEPHONE SQ. FT. OCC. BUILDING VALUATION """TIJ gffr G2, BANGOR 95914 Ca7 1,950 00 CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $49550 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ BUILDINGAL�DaF�S WEEDY WAY, BANGOR f� L Ener Plan Checking Fee Energy 9 $ PERMIT FEE S, LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Ming Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ' SPECIFY Each Trap 7.00 (43 00 Solar or heat pump water heater 23.00 Water piping 15.00 15 00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel 0[ Utilities ❑ Installation ❑ Other ❑ Describe Work: CONY AG TO LIVING, ADD r L SO FT Gas piping system 1 - 5 outlets 15.00 09 Buildingsewer 15.00 ' Mobile Home S G W 99 020.00 ' PERMIT FEE $ ELECTRICAL PERMIT I ng ee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of 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, rMobile will do the work, and the structure is not intended or offered for sale. ,rill 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.) I certify that in the performance of the work for which this permit is issued, I shall r not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that 0 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthw,orpomply with those provisions. c X Date Signet f Applicant - IX Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. 00 Main Service zooA TO ,uooA 46.00 ' NEW CONST. ON %N11 OCCUP. SO OR ADONS. ( a ACC. BLos. 3.5QFr: _ ,NON-RESlp MULTI.OurLEr 97.50 ' POWER APPARATUS a SINGLE OurLET CIR. Ex. OCCU CUTLET OR FIXTURES SAL @' Ex. Occup. OuT AP MR 5.00 Temporary Service 23.00 Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 ra. 5o Ventilation PERMIT FEi_ $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $1 191.31 HAz• o. rEEs IMP D CDF X PAR PD HD VIX SU This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have - By PERMIT EXPIRES the applicable provisions Resolutions to do work been paid. Date 117- Z 2 Del ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY -OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • OroWle; G�Iifornia 95965 • Telephone (530) 538-7541 (Rev. 12/96) MIT N0. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING O 'e— ZONING _ BUILDING PERMIT OWNER TELZYNDNe SO.' FT OCC. BUILDING VALUATION OWUMS MA4JNO AD21 S GV CONTRACTOR'S NAAE TELiPIgNE =0 CONTRACTORS MAU43 DRESS CONSTRUCTION LENDER . LENDER'S MAILING ADDRESS F ireplace:i ARCHITECT ORENGINEEA tion $ LICENSE NO. E 20.00 ARCHITECT ORENGINEERS MAIUNG ADDRESS Permit Fee BUILDING ADDRESS Plan Checking Fee e r Energy Plan Checking Fee E ca S ,OT NO SUBDNISIDNSNAME PARCEL MAR PERMIT FEE _ IF � PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 -V` Solar or hent um water heWer 23.00 JF SF ❑ Duplex ❑ Mobilehome O Other SolarWater i in SPECS 15.00 TYPE OF WORK Each gas water heater or vent 15.00 - ca New O Addition O Remodel ❑ Utilities ❑ Installation O Other O Gas )iping stem 1 - 5 outlets 15.00 `u ---- Buildin sewer 15.00 'S Describe Work: r C` er&C Mobile Home SIG w Q20.00 1 /G� PERMIT FEE S ELECTRICAL PERMIT Filin Fee 20.00 Main Service OOOV OR LESS GO 100A OR LESS 23.00 Main Service SODA TO IOWA 46.00 NEw CONST. DwEllldG OCCUP. OR ADDNS. i ACC. SLDS. 3.SQF•°: eS(v NON -AMO. MUU'FOUILET Lars � 07.50 Ex. OCCu OUTLET OR nffWES � 200 1.00 SAL SO Ex. Occu o s'LPP ESID)o� 5.00 Tem ornr Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE _�, S tp *PERMIT FEE PA3b / MECHANICAL PERMIT Fling Fee 20.00 Heatin S,�' SRA Conlin u�♦ SHERIFF /, / �) �-_�`_LSL ca Hood ( 6.50 Ventilation �U OTHER PERMITFEtd S Mobile Home Installation Fee S Energy Inspection Fee J ocC CONST, rr� TOTAL FEE sAMO I T RE�i��O/NAZ• wry' vrThis o. FEES IMP o ARC Po 171 permit is hereby Issued under the applicable pro- visions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. VT TO Be P=HTO COMPUTER e y Date PERMIT EXPIRES ON ro // "�{.i.nk'T-rs•iw... �,..-A' COUNTY .. :,�..J+.:`?'4ta.'+�+w;;:�c-.h`-4.r...C:•,.5; •� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL:E-CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 1 ASSESSOR PARCEL_L'4UMBER: 0Sk Y "'70 -1 "XI Proposed Building Use: .V Building Inspector: M� Date: //I"� 2-0 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............................................................................................................. 2. Plot plans, 3/4 sets, signed by the preparer of plans............................................................................ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans........................................................................................... 'W 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... VU 6. 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 $.......................................................................................................... Impact Fees as shown on the attached schedule. S.dhC'0j... ifornia Department of Forestry Plan Approval/Fees...................................................................... , FloodElevation Certificate..........._.................................................................................................... 1, Sanitation and Plot Plan Approvat��t/ 1111e. Environmental Health Department.......... ] (f y" ❑ 15. City of Chico Plumbing Permit............................................................................................................ ❑ 16. Plot Plan and Business License Approval from the City of Biggs ...................................................... ❑ 17. Planning Approval for (A) Use: Dat' (B) Parking: .......... ❑ 18. Contact Land Development about ❑Improvements, ❑ DrainagSZEjQ_egal Parcel ........................... 1 9. Encroachment Permit for Driveway (construction approval prior to occupancy).......( !..V rk ... r d F310. Pre -Inspection for Ism required. Request to Building Inspector (Dat ontractor's License Information (Number, Name Style, Classification) . ............... :................ ........... ar V212. Workers' Compensation carrier and policy number............................................................................. t ❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ............................................. ❑ 24. Letter of Signature Authorization........................................................................................................ -7161 Recorded Copy of Agricultural Acknowledgment Statement.............................................................. ❑ 6. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑ 27. Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired imits ......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, . T' 1 Check to H.C.D. $ ..................... ❑ 30. Other When you issue the permit, pro ess as ollows: ❑ Mail to Owner, ❑ Mail to Contractor. p4lephone 's -2koSd hold for pickup at(O i(2r/l j lyo� - office. ❑ Deliver with Inspector. (Son::; Loi s. Applicant: (ALIrA/./� //�-. Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Other 1. Index permit Application for the above items numbered: 2. Additional items reo"',_red' Contractor, designe own as advised of the above required data by Contractor, designer, owner, was advised of the above required data by Date: 8—phone, ❑ mail, ❑ Building Division counter, By: ❑ phone, ❑ mail, ❑ Building Division counter, By: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Contractor, designer, owner, was advised of the above required data by Plans reviewed by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Yellow Copy - Department of Development Services - Building Division By: ❑ Plan Check List Date: r 7 e' -11d Date: Date: ❑ phone, ❑ mail, ❑ Building iviision counter, By: Date: Plans reviewed by: � Date: Note transfer by: �',! - Date: �b J JI E.H. USE ONLY Plot Plan Attached Floor Plan Attache t/ Sent to B.D. /0 /P_ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance � /)�Ivl Lhrjy IA I �Z OW-Vo-/�L7 Owner Location AP# Plan Approved for: Sewage Disposal Clearance for dwelling. Other _ Hold final for: Final clearance O.K. for: NOTE: �a nviriinv ental Health- Specialist 8/96 Water Supply: Public Private Well b� Date � y ~CobTY OF BUTTE _ DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE / e r OWNER.!! o% <1 J(�)13 Kf {1 �� A.P. #01 PROPOSED BUILDING USE A QQ1 ( L , 11 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due .....:...................................... $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ..........................:...... $ 11-2. SCHOOL DISTRICT FEESnmldlr_'Unl,w (paid at District Office) 4�3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES --9 $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 89.00 aid 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 plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) A.P. Number Property Owner Property Location/Ac BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) l0✓11(e.0, f 6' nHitilOgh Building Department No. S0,2n -a%o -1 %R Jurisdiction: City County 0-5z, - 602-- Subdivision Lot No. t Residential Development .................................................................................................................. © Sq. Footage i No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # •` '(No foundation inspection)' ................................................................................................................... Commercial/Industrial Sq. Footage Ne. Addition (Including Exterior Roofed Areas) fi L / Building Department RepresenYaK]e Date (Floor Plans reviewed by School District Personnel) District Identification No. 200-60 vl I'�-w [4School District certifies that Address) 1 has complied with the requirements of Resolution No. represe ting J1 PI (0 square feet. ' CsV School District Representative G Paid by Check # — Remarks: --7 / to OL - (Applicant) o_ (Phone Number) 9S9 / y_ (State) (Zip Code) n p IV// 5- 9 0 by payment of $ � C; j 9 q n • �0 AB 2926S FULL MIT IG $ �g 6 Date C-16 t ( Notice: You may protest the imposition of the fees identified above by submitti g a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As 110/98)dmm e r 4;D Wh''LN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%50�J ` -ev 1 111111111011111111111 HE �i Fi 010 ri — FA FA Recorded Official Records Coun f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:35PM 22 -Oct -2001 REC FEE 10.00 CONFORM .00 Cindy Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date !D �Z-O State of California County of PROPERT RS: Known to me (or proven to me on the basis of satisfactory evidence) to be the person(o whose name(o is/an-,subscribed to the within instrument and acknowledged to me that )Wshe/they. executed the same in hisfher/their authorized capacity(ies), and that by his/her/their signature(e)-on the instrument, the personWor the entity upon behalf of which the personWacted, executed the instrument. WITNESWmyhn d and official seal. Signature Seal: A.P. #_ e223i170 _ / 79 IN • SALLIE M. CRAMER Comm. # 1289729 rr�^ NOTARY PUBLIC -CALIFORNIA UI Butte Cous)ty .. • MY Comm. Expires Jan. 23, 2005 'i ORDER NO. BU -104773-3 89-12934 DESCRIPTION ALL THAT CERTAIN. REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL 3,. AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED I1? THE OFFICE OF THE RECORDERS OF THE COUNTY OF BUTTE, STATL OF CALIFORNIA, ON DECEMBER 29, 1982, IN BOOK 92 OF MAPS, AT PAGE(S) EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS HERETOFORE RESERVED TO THE GRANTOR NAMED IN THAT CERTAIN DEED FROM BANK OF AMERICA NATIONAL TRUST AND SAVINGS ASSOCIATION, A NATIONAL BANKING ASSOCIATION, TO F. H. THOMAS AND MATTIE E. THOMAS, HIS WIFE, JOINT TENANTS, DATED MAY 14, 1943, AND RECORDED JUNE 18, 1943, IN BOOK 314, PAGE 152, OFFICIAL RECORDS, TOGETHER WITH ALL THE RIGHTS AND PRIVILEGES OF THE GRANTOR IN SAID DEED SET FORTH WITH RESPECT TO SAID OIL, GAS AND OTHER, HYDROCARBONS AND MINERALS. SAID OIL, GAS AND OTHER HYDROCARBONS AND MINERALS WERE QUITCLAIMED TO A DEPTH OF 500 FEET BY QUITCLAIM DEED RECORDED JANUARY 11, 1979, IN BOOK 2361, PAGE 413, OFFICIAL RECORDS. RESERVING THEREFROM A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THE SOUTHERLY PORTION AS SHOWN ON THE MAP REFERRED TO HEREIN. ALSO RESERVING THEREFROM A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER RIBBON COURT AS SHOWN ON THE MAP REFERRED TO HEREIN. A 60 FOOT NON-EXCLUSIVE ROAD AND PUBLIC UTILITIES EASEMENT LYING 30 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT A POINT ON THE CENTERLINE OF BANGOR PARK ROAD FROM WHICH THE NORTH QUARTER CORNER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M. BEARS NORTH 37 DEG. 18' 50" EAST, 1169.08 FEET; THENCE SOUTH 32 DEG, 40' 02" EAST, 36.78 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 200 FEET, A CENTRAD, ANGLE OF 37 DEG. 25' 5911, AND AN ARC LENGTH.OF 130.67 FEET; THENCE SOUTH 04 DEG. 45' 57" WEST, 790.43 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1500 FEET, A CENTRAL ANGLE OF 03 DEG. 55' 2411, AND AN ARC LENGTH OF 102.71 FEET; THENCE SOUTH 00 DEG. 50' 33" WEST, 548.62 FEET; THENCE ALONG A CURVE -TO THE RIGHT HAVING A RADIUS OF 600 FEET, A CENTRAL ANGLE, OF 62 DEG. 46' 2711, AND AN ARC LENGTH OF 657.37 FEET; THENCE SOUTH 63 DEG. 37' 00" WEST, 2196.30 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 400 FEET, A CENTRAL ANGLE OF 34 DEG. 23' 00" AND AN ARC LENGTH OF 240.04 FEET; THENCE NON -TANGENT TO THE PRECEDING CURVE SOUTH 30 DEG. 090 .2600 EAST,,, ALONG THE LINE BETWEEN PARCELS A AND B PER WAIVF,R OF PARCEL MAP OF ASSESSOR'S PARCEL NUMBERS 27-23-47 AND 28-17-150,'. APPROVED FOR LOUIS M. DUNCAN APRIL 17, 1978, A DISTANCE OF 1323.90 FEET. PARCEL III: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES OVER THAT PORTION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE; STATE OF CALIFORNIA, ON DECEMBER 29, 1982, IN BOOK 92 OF MAPS, AT PAGE(S) 5, LYING -WITHIN RIBBON COURT. A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVERT THE SOUTHERLY PORTION OF PARCELS 1 AND 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER.29, 1982, IN BOOK 92 OF MAPS, AT PAGE(S) 5. END OF DOCUMENT z� • R .ti r' "yid G • R .ti r' ' O• B• 1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property im , rovement : YES ❑ NO 12( 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: App_x ( eAls/i2u��iraw — �J�4, P ADDRESS: CITY: O,Le 61`_�& PHONEk�j30) x'33 35-6 � CONTRACTOR'S LICENSE NO. 36 9 7 P 7 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: -IIIOM CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: /' J PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831. and 19831 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.- I " OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then'you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: Tit is Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Complaint -Date C Other -Date BUTTE COUNTY.DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT Owner: Address: T-ljxy ZONING A. P. # Date of Inspection Tenant: Inspector Building Location: Type of Inspection requested: 1. Housing 2. Financing (1 3. Change of Occupancy to 5`N f� 4. Work W/0 Permit / / S. Other (specify) Present use of -building: A. Sanitation (Housing) 1. Water closet: - 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 3. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Stairs:(Rise, Run, headroom, 1HR,.Tolerances,Handrails) 15. Comments:' B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Electrical 1. Service and ground: _ 2. Receptacles: 3. Fusing: 4. Comments: D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3.Gas heating vents: 4. Comments: E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Energy:. 7. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Problem or violation (give complete description): 2. What action taken (give complete description): 3. What action recommended: A. Information only - file. B. Hold for ten days, then write letter. C. Write letter. "..D. D. Other: _ y " COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, California 95965 Telephone: 538-7541 Q APPLICATION FOR SPECIAL INSPECTION Owner c9 ,o U -/Y\ Ia;n A P No a IF - C9 -1Vq Mailing Address © QbY o)cq, 60/n5_M 95glS/ Telephone No /10-531-a(003 Applicant p D_&Zys.� Telephone No Mailing Address Building Location a 5 W.1LcQAA t A-) ctxt n in U i i i p I hereby request a special inspection of the following building: 1. Dwelling (if only a portion, specify) Q 2. Apartment House (if only a portion, specify) 0 3. Commercial (specify present occupancy) :5 4. . Other (specify) l [�'1'l.lT(/1J2,� rr( Q,G �-QGQ� _tEro t V'. U I am requesting a special inspection for the purpose of: 0 1. Moving the building. . 2. Financing (specify agency) 3. Change of occupancy to _ 4. Other (specify) e Case No. I hereby certify that I will obtain the necessary permits and make any necessary correc- tions, alterations, or repairs required by the County of Butte, as a result of this inspec- tion, .to comply with building and housing code requirements. I also certify that prior to the use or occupancy of _this building, I will complete the above required corrections, alterations, or repairs, or, if the building is presently occupied, I will complete the above required corrections, alterations, or repairs within 30 days. I certify that I have read this application and state the above information is correct and hereby authorize representatives of the County of Butte to enter upon the above - ,mentioned property for inspectio purposes. Date Signature of Owner moo- Fee Paid $ 100, Receipt No. 1st-DPW/2nd-Inspector/3rd-Applicant October 19, 2001 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Special Inspection Number : 01-09 Assessors Parcel Number: 028-270-179 Lois Dunkin P/O Box 22 Bangor, CA. 95914 With reference to the above subject and your request for inspection of the proposed conversion of an existing agricultural building to a single family residence at 125 Weedy Way, Bangor, CA, the inspection was made October 19, 2001. The structure has been converted prior to permit issuance. A reasonable visual inspection was performed without going on the roof, under the building, or in the attic and the following items were identified, and must be completed or resolved: 1. Provide Environmental Health Department clearance and approval. 2. Provide complete plans for review. 3. Install smoke detectors per sec. 310.9 UBC. 4. Verify foundation and anchorage. 5. Provide G.F.C.I. protection in bathroom, kitchen and outdoor receptacle outlets per N.E.C. 6. Provide verification that the entire electrical system is properly installed- including bonding and grounding at the service and receptacles, bonding of interior metal piping, spacing of receptacles, two 20 amp small appliance branch circuits in the kitchen,. G.FC.I. protection where required, and wire and breaker size 7. Verify bedroom egress. 8. Comply with additional requirements that may arise during plan check. This inspection by the County of Butte does not act as a guarantee or warranty as to the internal soundness of said addition, conversion, or renovation. 1 It is now in order for you to submit three copies of complete plans with calculations to this office including plot plans, floor plans and structural details, apply for the required permits, and pay the appropriate fees. The permits must be obtained gLor to any work being done, and the above listed items completed within thirty (30) days of the date of this letter. Should you have any questions concerning this matter, please contact David Wasney at the address or phone number listed above. Sincerely, Davi Wasney Building Inspector III 2 -R CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements,are minimums and will be superseded by Butte County local 'regulations which equal or exceed these standards. Field inspections will be made by the Butte'County Building Department for compliance. U,3----1272.00 Maintenance of Defensible Space. To ensure continued maintenance -of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [Z 1273.-02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparte:zant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [L�-'1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [u� 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [(z], 2. The length of vertiC,al curves in roadways exclusive of gutters, ditches and drainage structures. designed to hold or divert water shall be not less than 100 ,'/ feet. [tom 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ &X1273.05 Turnouts. Shall be a minimum. of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of -3., ��- /39 611,21- AP 11,2AP # PERMIT# NAME [Ll -1-1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ly1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the.building. 1273.11 Gates [� 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. (,] / 3. Where a one-way (/ provides entrance, used. .Fuel Modification road with a single traffic lane a 50 foot turning radius shall be /1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre azid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 p=roperty lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction -,r fi:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements . [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ 1 If Building_ Setback is Less Than 15 Feet. Choose 'any 3 of the f of lowing : - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior, -automatic sprinkler system.per NFPA 13D Glass area not -to exceed _0W of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [l (% z_ Date Signat Page 3 of 3 TABLE OF CONTENTS TOC ------------------------------------------- Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 Project Address........ LOT #3 ROS,EMEL CT. ******* --------------=------ BANGOR, CA. 95914 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MI`CROPAS6 v6.01 by Enercomp, Inc. ------------------------------ MICROPAS6 v6.01 File-DUNKIN Program -TOC I User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- Ex 15T i ►,s r9,, r �, s TABLE OF CONTENTS ----------------- Report Page ADDITIONS ................. 1 FORM CF -1R ................ 2 FORM MF -1R ................ 5 FORM C -2R ................. 8 HVAC SIZING ............... 12 BUTTE COUNTY U I L D INKIG DE P ARTMENT 'APPROVED ADDITION WORKSHEET Page 1 ADD - --------------------------- Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 Project Address........ LOT #3 ROSEMEL CT. ******* --------------------- BANGOR, CA. 95914 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 by Enercomp, Inc. MICROPAS6 v6.01 File-DUNKIN Pro ram -ADDITIONS User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE ; ---------------------------- File Name .................. DUNKIN - DUNKIN Conditioned Floor Area..... 937 sf Standard Design Energy Use. 51.96 kBtu/sf-yr Proposed Design Energy Use. 56.28 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name .................. DUNKIN2 - DUNKIN Conditioned Floor Area..... 1225 sf Standard Design Energy Use. 50.02 kBtu/sf-yr Proposed Design Energy Use. 51.18 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor. Area Floor Area Ratio ---------- ------------- 937 / 1225 ------- = 0.765 DESIGN ENERGY USE FOR NEW (EXISTING.PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration Standard Ratio Proposed Standard Design ------------- ------- -------- -------- -------- 50.02 • + 0.765 x ( 56.28 - 51.96) = 53.32 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. - ADDIT ION/ALTERATION ENERGY USE SUMMARY = _-------------------------------------- Addition/ _ Energy Use Alteration Proposed Compliance = (kBtu/sf-yr) Design Design Margin = New ..................... 53.32 51.18 2.14 = _ *** Addition/Alteration complies with Computer Performance *** _ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ----------------------------------------------------------=-------------------- ------------------------------------------------------------------------------- Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 Project Address........ LOT #3 ROSEMEL CT. ******* --------------------- BANGOR, CA. 95914 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 ------------------=-- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-DUNKIN I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1225 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 18.4 % of floor area Average Glazing U -factor... 0.86 Btu/hr-sf-F Average Glazing SHGC....... 0.69 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly . Type Type R -value R -value R -value U -factor Location/Comments ------------------------------------------------- ------------------------ Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-19 R-0 R-19 0.053 Attic Roof Wood R-11 R-19 R-30 0.031 Attic S1abEdge n/a R-0 R-0 F2=0.760 S1abEdge n/a R-0 R-0 F2=0.510 Door n/a R-0 R-n/a R-0 0.330 FRONT DOOR FENESTRATION ------------ Over- Area U- Exterior hang/ Orientation (sf) Factor SHGC Shading Fins Location/Comments ---------------- ----- ------ -------------- ----- ----------- ------- Front (E) 6.0 0.940 0.700 Standard Yes Metal/Slider/SC=0.88 Wind Front (E) 40.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 Wind Left (S) 12.0 0.940 0.700 Standard Yes Metal/Slider/SC=0.88 Wind Left (S) 12.0 0.940 0.700 Standard Yes Metal/Slider/SC=0.88 Wind Left (S) 53.0 0.940 0.700 Standard Yes Metal/Slider/SC=0.88 Wind Back (W) 40.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 Wind Back (W) 16.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 Wind Back (W) 6.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -IR Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM CF -1R User##-MP2246 User -Barry Rubanoff Run-DUNKIN I ------------------------------------------------------------------------------- FENESTRATION ------------ Over- U- Exterior hang/ Factor SHGC Shading Fins ------ -------------- ----- 0.510 0.650 Standard Yes 0.510 0.650 Standard None 0.510 0.650 Standard None Equipment Area Orientation (sf) ---------------- Wind Back (W) ----- 6.0 Wind Right (N) 4.0 Wind Right (N) 30.0 FENESTRATION ------------ Over- U- Exterior hang/ Factor SHGC Shading Fins ------ -------------- ----- 0.510 0.650 Standard Yes 0.510 0.650 Standard None 0.510 0.650 Standard None Equipment Minimum Type ------------ Efficiency ------------ Furnace 0.730 AFUE NoCooling 10.00 SEER Tank Type Heater. Type Instantaneou Gas SLAB SURFACES ------------- Slab Type ---------------- Standard Slab HVAC SYSTEMS ------------ Refrigerant Charge and Duct Airflow Location ------------------ n/a None No None Area (sf) 1225 Location/Comments -------------------------- Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Vinyl/Slider/SC=0.88 Tested Duct Duct R -value Leakage -------------- R-n/a n/a R-n/a n/a WATER HEATING SYSTEMS --------------------- Number in Energy Distribution Type System Factor Standard 1 n/a ACOA Manual D n/a n/a Tank Size (gal) n/a WATER HEATING SYSTEMS DETAIL -=-------------------------- Standby Internal Tank Recovery Rated Loss Insulation System Efficiency Input Fraction R -value Instantaneo 0.82 n/a n/a R- n/a Thermostat Type Setback Setback External Insulation R -value R-n/a Pilot Light 500 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building does not have a cooling system installed. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ------------------------------------------------------------------------------- Project Title.......... LOIS DUNKIN Date.,.10/21/01 18:13:33 MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-DUNKIN ----------------------------------------=-------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- This building incorporates non-standard Water Heating System REMARKS COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... LOIS DUNKIN Company. OWNER/BUILDER Address. Phone... 1-916-531-2603 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed.. (date) / MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R --=---------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 Project Address...... Documentation Author. Climate Zone......... Compliance Method.... . LOT #3 ROSEMEL CT. ******* BANGOR, CA. 95914 *v6.01* . Barry Rubanoff ******* Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 .. 11 Building Permit # Plan Check / Date Field Check/ Date .. MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118 Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.' 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R --------------------------------- Project Title.......... LOIS DUNKIN Date 10/21/01 18:13:33 -- ------------------------------------ MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-DUNKIN I ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and � faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance l� with ASHRAE, SMACNA or RCCA. l� 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the'requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings -greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78W thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2246 User -Barry Rubanoff Run-DUNKIN -------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters.or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances \j with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible ` lighting control panel at an entrance to the kitchen. C� 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures \% are IC (insulation cover) approved. /� COMPUTER METHOD SUMMARY Page 8 C -2R. Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 Project Address........ LOT #3 ROSEMEL CT. ******* --------------------- BANGOR, CA. 95914 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ---------------------------------------- MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM C -2R I. User#-MP2246 User -Barry Rubanoff Run-DUNKIN ---------------------------------------------------------------------------- -- ---------------------------- ---------------------------- MICROPAS6 ENERGY'USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = - = Space Heating.......... 20.11 ---------- 17.71 ---------- 2.40 = = Space Cooling.......... 11.70 19.35 -7.65 = = Water Heating.......... 18.21 14.12 4.09 = Total 50.02 51.18 -1.16 *** 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......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1225 sf Single Family Detached Existing Plus Addition Front Facing 90 deg (E) 1 1 ReducedYear Slab On Grade 1 9800 cf 1225 sf_ 18.4 % of floor area 0.86 Btu/hr-sf-F 0.69 8 ft COMPUTER METHOD SUMMARY Page 9 C -2R ---------------- -- -- -------------- Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 --------------------------------- MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1225 9800 1.00 Yes Setback 2.0 Standard No Length Surf ace (ft) HOUSE - Existing it S1abEdge 90 13 S1abEdge 25 HOUSE - New 12 S1abEdge 48 14 S1abEdge 8 Orientation ------------------ HOUSE - Existing 1 Wind Front (E) 2 Wind Front (E) 3 Wind Left (S) PERIMETER LOSSES ---------------- F2 Insul Solar Factor R-val Gains Location/Comments --------------- ----- ---------------------- 0.760 R-0 No 0.51.0 R-0 No 0.760 R-0 NO 0.510 R-0 No FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments 6.0 0.940 0.700 90 90 -Standard Metal/Slider/SC=0.88 40.0 0.940 0.700 90 90 Standard Metal/Slider/SC=0.88 12.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0..88 OPAQUE Area Surface (sf) ------------ HOUSE - -- ------ Existing 1 Wall 110 3 Wall 179 5 Wall 108 7 Wall 88 9 Roof 937 15 Door 20 HOUSE - New 2 Wall 96 4 Wall 60 6 Wall 96 8 Wall 192 10 Roof 937 Length Surf ace (ft) HOUSE - Existing it S1abEdge 90 13 S1abEdge 25 HOUSE - New 12 S1abEdge 48 14 S1abEdge 8 Orientation ------------------ HOUSE - Existing 1 Wind Front (E) 2 Wind Front (E) 3 Wind Left (S) PERIMETER LOSSES ---------------- F2 Insul Solar Factor R-val Gains Location/Comments --------------- ----- ---------------------- 0.760 R-0 No 0.51.0 R-0 No 0.760 R-0 NO 0.510 R-0 No FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments 6.0 0.940 0.700 90 90 -Standard Metal/Slider/SC=0.88 40.0 0.940 0.700 90 90 Standard Metal/Slider/SC=0.88 12.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0..88 OPAQUE SURFACES U- --------------- Insul Act Solar Form 3 Location/ factor ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 0.088 13 90 90 Yes W.13.2X4.16 0.088 13 180 90 Yes W.13.2X4.16 0.088 13 270 90 Yes 'W.13.2X4.16 0.088 13 0 90 Yes W.13.2X4.16 0.053 19 n/a 0 Yes R.19.2X4.24 Attic 0.330 0 90 90 Yes None FRONT DOOR 0.088 13 90 90 Yes W.13.2X4.16 0.088 13 180 90 Yes W.13.2X4.16 0.088 13 270 90 Yes W.13.2X4.16 0.088 13 0 90 Yes W.13.2X4.16 0.031 30 n/a 0 Yes R.30.2X4.24 Attic Length Surf ace (ft) HOUSE - Existing it S1abEdge 90 13 S1abEdge 25 HOUSE - New 12 S1abEdge 48 14 S1abEdge 8 Orientation ------------------ HOUSE - Existing 1 Wind Front (E) 2 Wind Front (E) 3 Wind Left (S) PERIMETER LOSSES ---------------- F2 Insul Solar Factor R-val Gains Location/Comments --------------- ----- ---------------------- 0.760 R-0 No 0.51.0 R-0 No 0.760 R-0 NO 0.510 R-0 No FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments 6.0 0.940 0.700 90 90 -Standard Metal/Slider/SC=0.88 40.0 0.940 0.700 90 90 Standard Metal/Slider/SC=0.88 12.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0..88 COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 I MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- Orientation 4 Wind Left ( S ) 5 Wind Left (S) 6 Wind Back (W) 7 Wind Back (W) 8 Wind Back (W) HOUSE - New 9 Wind Back (W) 10 Wind Right (N) 11 Wind Right (N) FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ----- --- ------------ ------------------------ 12.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0.88 53.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0.88 40.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 16.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 6.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 6.0 0.510 0.650 270 90 Standard Vinyl/Slider/SC=0.88 4.0 0.510 0.650 0 90 Standard Vinyl/Slider/SC=0.88 30.0 0.510 0.650 0 90 Standard Vinyl/Slider/SC=0.88 OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- HOUSE - Existing 1 Window 6.0 1.0 3 Window 12.0 3.0 4 Window 12.0 3.0 5 Window 53.0 8.0 HOUSE - New n/a n/a 9 Window 6.0 4.0 System Type ------------- HOUSE Furnace NoCooling 6.0 15.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 6.67 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 1.5 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1225 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff ----------------------------- ---- 0.730 AFUE n/a None 10.00 SEER No None R-n/a n/a n/a 1.000 R-n/a n/a n/a 1.000 COMPUTER METHOD SUMMARY. Page 11 C -2R ------- ---------- -------------------------------------------- Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 -------------------- ---------___________________ I MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- Tank Type Heater Type ------------ ----------- 1 Instantan Gas WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ------------------- ------ Standard 1 Tank Energy Size Factor (gal) n/a n/a WATER HEATING SYSTEMS DETAIL ---------------------------- Standby Internal Tank Recovery Rated Loss Insulation System Efficiency, Input Fraction R-value ------------------------------------------------------------- 1 Instantan 0.82 n/a n/a R- n/a External Insulation R -value R-n/a Pilot Light 500 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building does not have a cooling system installed. This building incorporates non-standard Water Heating System REMARKS HVAC SIZING Page 12 HVAC --------------------------------------------------- Project Title.......... LOIS DUNKIN Date..10/21/01 18:13:33 Project Address........ LOT #3 ROSEMEL CT. ******* --------------------- BANGOR, CA. 95914 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance ___-__-_____-_____Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File-DUNKIN2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1225 sf Volume ..................... 9800 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ OROVILLE RS Latitude ....................39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 11524 ----------- 5699 Glazing Conduction ............... 7772 5052 Glazing Solar .................... n/a 7418 Infiltration ..................... 5574 2289 Internal Gain .................... n/a 2100 Ducts ............................ 0 0 Sensible Load .................... 24870 22558 Latent Load ...................... n/a 4512 Minimum Total Load 24870 27069 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. TABLE OF CONTENTS TOC , ----------------------- Pro ect Title ........... LOIS DUNKIN Date..10/21/01 18.02.09 Project Address........ LOT #3 ROSEMEL CT. ******* --------------------- BANGOR, CA. 95914 *v6.01* Documentation Author... Barry Rubanoff Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ----------------------------------------------- MICROPAS6 v6.01 File-DUNKIN Wth-CTZ11S92 Program -TOC User#-MP2246 User -Barry Rubanoff Run-DUNKIN TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM C -2R ................. 4. HVAC SIZING ............... 8 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R --=---------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... LOIS DUNKIN Date..10/21/01 18:02:09 Project Address........ LOT #3 ROSEMEL CT. ******* --------------------- BANGOR, CA. 95914 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-DUNKIN Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 937 sf Building Type .............. Single Family Detached Construction Type ......... Existing Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 19.7 0 of floor area Average Glazing U -factor... 0.94 Btu/hr-sf-F Average Glazing SHGC....... 0.7 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments ------------------------------------------------- ------------------------ Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-19 R-30 0.031 Attic S1abEdge n/a R-0 R-0 F2=0.760 S1abEdge n/a R-0 R-0 F2=0.510 Door n/a R-0 R-n/a R-0 0.330 FRONT DOOR FENESTRATION ------------ Over- Area U- Exterior hang/ Orientation (sf) Factor SHGC Shading Fins Location/Comments ---------------- ----- ------ -------------- ----- -------------------------- Wind Front (E) 6.0 0.940 0.700 Standard Yes Metal/Slider/SC=0.88 Wind Front (E) 40.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 Wind Left (S) 12.0 0.940 0.700 Standard Yes Metal/Slider/SC=0.88 Wind Left (S) 12.0 0.940 0.700 Standard Yes Metal/Slider/SC=0.88 Wind Left (S) 53.0 0.940 0.700 Standard Yes Metal/Slider/SC=0.88 Wind Back (W) 40.0 0.940 0.700 Standard None* Metal/Slider/SC=0.88 Wind Back (W) 16.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 Wind Back (W) 6.0 0.940 0.700 Standard None Metal/Slider/SC=0.88 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title........... LOIS DUNKIN Date..10/21/01 18:02:09 MICROPAS6 v6.01 File-DUNKIN Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- Equipment Type ------------ Gas NoCooling SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 937 HVAC SYSTEMS ------------ Refrigerant Tested Minimum Charge and Duct Duct Duct Efficiency Airflow Location. R-value.Leakage 0.780 AFUE n/a None R-n/a n/a 10.00 SEER No None R-n/a n/a WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- Water Heater to meet minimum CEC Standards ACCA Manual Thermostat D IN n/a Setback n/a Setback Tank External Size Insulation (gal) R -value SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building does not have a cooling system installed. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... LOIS DUNKIN Date..10/21/01 18:02.09 MICROPAS6 v6.01 File-DUNKIN Wth-CTZ11S92 Program -FORM CF -1R User MP2246 User-Barry'Rubanoff Run=DUNKIN ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... LOIS DUNKIN Company. OWNER/BUILDER Address. Phone... 1-916-531-2603 License. Signed.. J� (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Barry Rubanoff Address. P.O. Box'1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed.. (date) COMPUTER METHOD SUMMARY Page 4 C -2R ------------------------------- Project Title.......... LOIS DUNKIN Date..10/21/01 18:02:09 Project Address........ LOT #3 ROSEMEL CT. ******* --------------------- BANGOR, CA. 95914 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. - --------------------------------------- MICROPAS6 v6.01 File-DUNKIN Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design ---------- Margin = = Space Heating.......... 18.29 14.40 ---------- _ 3.89 = = Space Cooling.......... 11.35 19.56 -8.21 = = Water Heating.......... 22.32 22.32 0.00 = = Total 51.96 56.28 -4.32 = _ *** Building does not comply with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 937 sf Building Type .............. Single Family Detached Construction Type ......... Existing Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 7496 cf 937 sf 19.7 % of floor area 0.94 Btu/hr-sf-F 0.7 8 ft COMPUTER METHOD SUMMARY Page 5 C -2R ------------------------------------------ Project Title.......... LOIS DUNKIN Date..10/21/01 18:02:09 ----------------------------------- MICROPAS6 v6.01 File-DUNKIN Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- Floor Area Zone Type (sf) HOUSE Residence 937 Area Surface (sf) HOUSE - Existing 1 Wall 2 Wall 3 Wall 4 Wall 5 Roof 8 Door BUILDING ZONE INFORMATION ------------------------- # of Vent Vent Air Volume Dwell Cond- Thermostat Height Area Leakage (cf) Units itioned Type (ft) (sf) Credit 7496 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- U- Insul Act Solar Form 3 Location/ factor R-val Azm Tilt Gains Reference Comments 110 0.088 13 90 90 Yes W.13.2X4.16 179 0.088 13 180 90 Yes W.13.2X4.16 114 0.088 13 270 90 Yes W.13.2X4.16 256 0.088 13 0 90 Yes W.13.2X4.16 937 0.031 30 n/a 0 Yes R.30.2X4.24 Attic 20 0.330 0 90 90 Yes None FRONT DOOR Length Surface (ft) HOUSE - Existing 6 SlabEdge 107 7 SlabEdge 25 Orientation HOUSE - Existing 1 Wind Front (E) 2 Wind Front (E) 3 Wind Left (S) 4 Wind Left (S) 5 Wind Left (S) 6 Wind Back (W) 7 Wind Back (W) 8 Wind Back (W) PERIMETER LOSSES ---------------- F2 Insul Solar Factor R-val Gains Location/Comments 0.760 R-0 No 0.510 R-0 No FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ------ --- ---- -------- ------------------------ 6.0 0.940 0.700 90 90 Standard Metal/Slider/SC=0.88 40.0 0.940 0.700 90 90 Standard Metal/Slider/SC=0.88 12.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0.88 12.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0.88 53.0 0.940 0.700 180 90 Standard Metal/Slider/SC=0.88 40.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 16.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 6.0 0.940 0.700 270 90 Standard Metal/Slider/SC=0.88 COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... LOIS DUNKIN Date..10/21/01 18:02:09 IMICROPAS6 v6.01 File-DUNKIN Wth-CTZ11S92 Program -FORM C -2R IUser#-MP2246 User -Barry Rubanoff Run-DUNKIN ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- -=-Right Fin -- System Type ------------- HOUSE Gas NoCooling SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 937 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff ---------------=-------------------------------------- ---- 0.780 AFUE n/a None 10.00 SEER No None R-n/a n/a R-n/a n/a WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------------------- -------------- ------ Water Heater to meet minimum CEC Standards n/a 1.000 n/a 1.000 External Insulation R -value SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building does not have a cooling system installed. Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - Existing 1 Window 6.0 1.0 6.0 15.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 12.0 3.0 4.0 2.0 0.58 n/a n/a n/a "n/a n/a n/a n/a n/a 4 Window 12.0 3.0 4.b 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 53.0 8.0 6.67 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a System Type ------------- HOUSE Gas NoCooling SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 937 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff ---------------=-------------------------------------- ---- 0.780 AFUE n/a None 10.00 SEER No None R-n/a n/a R-n/a n/a WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------------------- -------------- ------ Water Heater to meet minimum CEC Standards n/a 1.000 n/a 1.000 External Insulation R -value SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building does not have a cooling system installed. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... LOIS DUNKIN Date..10/21/.01 18:02:09 I ----------------------------- ----------------------------------------------- MICROPAS6 v6.01' File-DUNKIN Wth-CTZ11S92 Program -FORM C -2R I User#-MP2246 User -Barry Rubanoff Run-DUNKIN REMARKS HVAC SIZING Page 8 HVAC ------- --------- --------- Project Title.......... LOIS DUNKIN Date..10 21 01 18:02:09 Project Address......... LOT #3 ROSEMEL CT. ******* --------------------- BANGOR, CA. 95914 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc., MICROPAS6 v6.01 File-DUNKIN Wth-CTZ11S92 Pro ram -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run=DUNKIN I --------------------------------------------------------------------------- ----- GENERAL INFORMATION Floor Area................. 937 sf Volume ..................... 7496 cf Front Orientation.......... Front'Facing 90 deg (E) Sizing,Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air, flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 7488 -------- 2895 Glazing Conduction ............... 6956, 4521 Glazing Solar .................... n/a 6897 Infiltration ..................... 4264 1751 Internal Gain .................... n/a 2100 Ducts............................ Sensible Load .................... 0 18707 0 18164 Latent Load ...................... n/a 3633 Minimum Total Load --------- 18707 ----------- 21796 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air, flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. TRUSS SCHFDIII F TAILS MARK PITCH SPAN AMT. DESCRIPTION FRONT BACK At 4: 17- 34P - A ers 341. IZ STAtAb AQ) 34s Z! -Z4 -- ---- . . . . . . . . . . . . . HG -w . ...... ...... LA -PROJECT: U>LJQ4Q ;zrs. COUNTY: 6 rc CONTRACTOR: ENDEAVOR HOMES PLAN: jDATE: ROOF: Cot--A� SNOW: - DRAWN BY: C -S. C;).. TAIL CUT: PLUMB 0 IL 8-00-00 24-00-00 Scale: 1/8' Date: 10-f0-2001 DUNKIN RES. DU11E CO. Copyright (c) CompuTrus Inc. 00694780 Customer DUNKIN-ENDEAVOR wed Oct 10 12:55:14 2001 Project N: 101ODUN Truss ID Al Family k 110' Span 34-0 Quantity 2 Top Pitch 4/12 TRn.ret ACES -32 ver.2.0. 510 (3/30/1999) .2-0. 5-10-9 11 4-6 17-0 22-7-10 28-1-7 34-0 ,2-0. 5-10-9 5-5-14 5-7-10 5-7-10 5-5-14 5-10-9 M 4X4 4 3X8 5-10-9 ) 11-4-6 17-0 22-7-10 28-1-7 34-0 5-10-9 5-5-14 5-7-10 5-7-10 5-5-14 5-10-9 (5 7 L. HL TO PK:17-11-1 R. HL TO PK :17-11-1 LEFT HEIGHT: 0-3-1.4 SPAN: 34-0 RISE: 5-11-14 RIGHT HEIGHT: 0-3-14 LOADING (PSFD MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L TOP CHORD:2X4 No.16Btr GR DF -L TOP 16 10 BOT CHORO:2X4 No.16Btr GR DF -L BOTT 0 8 LL.DEFL.@O-0.00 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING - 24.0 in. o. CUBIC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00. D.L-0.00. T.L-0.00 . NOTES: (11 -Gable studs spaced at '16 inches o.c. (21 -Brace vertical studs in accordance with standard gable end detail (31 -Continuous bearing provided along entire bottom chord (4) -Provide IX4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLDG.•WALL HGT. 10 FT. BLDG. CAT. I, EXP. CAT. C. 18(10+8) PSF DL. 100.00 MI FROM OCEANLINE(ASCE7-9 E C®UN t TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED a I0'O"O.C. UNLESS RIGIDLY SHEATHED. LATERAL ®��� ®�� BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR �a ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS y� REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES 0\1 COMMENTARY AND RECOMMENDATION. AII 1RN/:V(',* - Vivi/)' dvsi,n parameters and KLMI) 1V077!S UA' 7'1I1.1'.It\'l) Klil'l:K.1'1l Sl!)!: P/ FOR 11Sli Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component -to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Addilional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. OCT 1 1. 2001 Mt . ' Customer : DUNKIN-ENDEAVOR 00694779 wed Oct 10 12:55:11 2001 Project M: 101ODUN Truss ID A Family tM 110 Span 34-0 Quantity 15 Top Pitch :•4/12 ACES -32 Ver.2.0. 810 (3/30/1999) "'- PLATE OFFSET% (X -LEFT, Y -TOP): [)10-4, 2), 3: -0 5-10-9 11-4-6 17-0 22-7-10 28-1-7 34-0 ,2-0, 5-10-9 5-5-14 5-7-10 5-7-10 5-5-14 5-10-9 4X4 4 3X4 3X4 Ile ,r ,. - - 1X4 3X4 5X8 3X4 1X4 5-10-9 [ 11-4-6 17-0 22-7-10 28-1-7 34-0 5-10-9 5-5-14 5-7-10 5-7-10 5-5-14 5-10-9 K8 7 L. HL TO PK:17-11-1 LEFT HEIGHT:0-3-14 SPAN:34-0 R. HL TO PK :17-11-1 RISE:5-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2-0.346 TOP CHOR0:2X4 N0.16Btr GR OF -L TOP 16 10 BOTT B-9-0.498 BOT CHORD:2X4 No.16Btr GR OF -L BOTT O B LL.DEFL.@10-0.16 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.16, D.L-0.18. T.L-0.33 REACTIONS, SIZE: i--1282, 3.50 7--1282,3.50 UPLIFTS (LBS): 1-166.7-166 HORIZ. (LBS):1-39 FORCES - LOAD CASE 01 TOP CHORD: 1-2--2910, 2-3--2372, 3-4--1789. 4-5--1789, 5-6--2372, 6-7--2910, BOTTOM CHORD: 7-8- 2750, 8-9- 2750, 9-10- 2250. 10-11- 2250, 11-12- 2750, 12-1- 2750, WEBS: 2-12- 90, 2-11--531, 3-11- 269, 3-10--668, 4-10- 839, 5-10--668. 5-9- 269, 6-9--531 , 6-8- 90, TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG., WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED cQ 10.0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL �`�,�Q;�(���� BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR �;_C01 �..�./!{Y "N'Ty 'tl ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS _ p r REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES �� ®� fo � � ( "-MF - g --N' C 1 1 1 2001 COMMENTARY AND RECOMMENDATION. �,',7 1� ! i 9 9 II'.1Kr\r/rV(; - Vavi%i• dcsi,�rl l,irramet •rs nnr/ READ NOT/:S Or\r T!1/J':IArU Illfl liK.17..1IO !;/il rr/;F. 1 Sk, Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance r_ o regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. �kOfcSS16 ` G s� OF CAtiro�� 00694782 Customer : DUNKIN-ENDEAVOR Wed Oct 10 12:55:25 2001 Project #: 1010DUN Truss ID B Family N 104 Span 24-0 Quantity 6 Top Pitch 4/12 ACES -32 Ver,.2.0.131013130/1999) PLATE OFFS67S (X -LEFT, Y -TOP): ()7-3. 2). ,2-0 1 6-7-8 12-0 17-4-9 24-0 .2-0 r 6-7-8 5-4-8 5-4-9 6-7-7 M 4X4 3 DAD an -t 15 8-0 16-0 __ 24-0 8-0 8-0 8-0 L. HL TO PK:12-7-13 R. HL TO PK :12-7-13 LEFT HEIGHT: 0-3-14 SPAN: 24-0 RISE: 4-3-14 RIGHT HEIGHT: 0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19C L D TOP 1-20.272 TOP CH0RO:2X4 No.16Btr GR OF -L TOP 16 10 BOTT 5-'6-0.587 BOT CHORD:2X4 No.16Btr GR OF -L BOTT O B LL.DEFL.@7-0.07 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING ' 24.0 in, o. cUBC 97-ICBO.ANSI/TPI9E REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.07, D.L-0.08. T.L-0.15 REACTIONS, SIZE: 1--942, 3.50 5--942.3.50 UPLIFTS (LBS): 1-102, 5-102 HORIZ. (LBSI: 1-6 FORCES - LOAD CASE 01 TOP CHORD: 1-2--1765. 2-3--1603. 3-4--1603. 4-5--1765, BOTTOM CHORD: 5-6- 1669. 6-7- 1156, 7-1- 1669, WEBS: 2-7--282, 3-7- 518, 3-6- 518, 4-6--282, TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG.,WALL HGT. 10 FT. BLOC. CAT. I,EXP. CAT. C. 18(10+8) PSF OL, 100.00 MI FROM OCEANLINE(ASCE7-! TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Ile COON �� ADDITIONAL PERMANENT AND TEMPORARY BRACING n (WHICH IS ALWAYSREQ'D COMM REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.. ®���� 1 OCT�+ ` t [ 1 - n0fF -� II:II ArINC - V, ri.l i /r.ti,gn purumrvrr.c nnrl'1f1.:AU NOTES ON 7'//!.1' ilA'/) kl:VERSE Sll)l' l.l:'l ORl:' U.1'li "% \- �/ Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is loran individual - I building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of �'f' component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual I ,;L .� �� I t web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. •, _ ` • 1 Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance '•�__� t✓ ` r�1 / - regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB-, 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss .��; r n• .' Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 NliTek Industries, Inc. X�'•n�•,'`)i )iii' 'y����`Y'�'..��.d�,�a: �.{,"#T13:' `�. ����ry��{• 1 ,j :�'.t1:'•' I. iy'tio rt�.l:.IQt rJ ) t / t .�. t,. t. ��` lj,�' t dr, Customer : DUNKIN-ENDEAVOR 00694781 1 wed Oct 10 12:55:20 2001 Project M: IOIOOUN Truss ID B1 Family M 104 Span 24-0 Quantity i Top Pitch 4/12 .rrsa-aa ver -2-0- 91e t3/3011999) TROJAN 3: 2-0 6-5 12-0 17-7 24-0 .2-0 6-5 5-7 5-7 6-5 4X4 3 8-0 16-0 24-0 . 8-0 8-0 8-0 '5 5 L. HL TO PK:12-7-13 R. HL TO PK :12-7-13 LEFT HEIGHT:0-3-14 SPAN:24-0 RISE:4-3-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP CHORD: 2X4No . 16Btr GR DF -L TOP 16 10 BOT CH0RO:2X4 No.16Btr GR OF -L BOTT 0 B LL.OEFL.@00.00 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00.O.L-0.00, T.L-0.00 NOTES:.(i)—Gable studs spaced at 16 inches o.c. (2)—Brace vertical studs in accordance with standard gable end detail (3)—Continuous bearing provided along entire bottom chord (4)—Provide 1X4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H WINO, ENCL. SLOG.. WALL MGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18(10+8) PSF DL„100.00 MI FROM OCEANLINE(ASCE7-9 TOP CHORD BRACING a 24” O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. Out- n vrl L)gp'R 301LV . ' ' ,OVV OCT 1 1..2001 Alt"A NLVG - Vvri'• design p(irunn'nv.c rind / /ial) A'U%Y:.S ON %'///J'rl;\I) Rl:l'/i R.1'l:'.1'//,lli 1;/:1 !)/;/: U.1'/i Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual Obuilding component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent hracing oLthe overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-d 89 Bracing Specification, and HIB -91 Handling Installallon and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. '4o Essio �ON - ,G sf CiVI1�/,.�r V r � LONGFELLOW LUMBER CO. INC. Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue . Chico, CA 95928-7434 Customer: vb' Job No: Address: AP# Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530)893-0112- FAX (530) 893-0140 _ 4 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers, and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. • GABLE .ENO DETAIL I S1RnIIGUA:K 11 (NAIL TU LEDGER 12' D.C.) (BRACED AT 55' O.C.) -_ . BRACE A35 LEDGER (NAIL 113(K) TO VERTICAL W/2-I0d NAILS) GAOL (K) SPACIfIG FOR H3 = 56.0' 0.C. REFER TO SIMSON CATALOG C-9414-1 FOR PRODUCT A11ACIa(ENT SPECIFICATION (ATTACH A35 IN FI DIRECTION IPI) IN) I (G) a (SIor ) (N) 6HOZC. I (M) 2X4 F.L. OR H.F. 12 OR BTR, SIR "BACK BRACE TIIIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUOMIIIFU BY IRUSS MFR. RUO MATERIAL \ OUTLOOKER (C) GAELS ENO x'r. 01 Y' '15 _ 2X LEDGER CINION 1P.USSES STRONGDACK BRACED AT 55' O.C. (C) IX4 CONTIIIIOIIS LATERAL BRAC114G FOR BRACE (STRONGBACK) MEMBER I_DNGER THAN 721. ATTACH AT MIDPOINT Or EACH BRACE 7/2-Od CCGMMOfl NAILS. 24' MAX /GADLE ENO \SI )\ \ \ \ \ (11) )I (PI) PEAK PLATE TO MATCH COMMON TRUSSES. NOTE: CIIOP,OS TO BE 2X4 FIR -LARCH 12 Mill. ( SI ) SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: TIIIS OETAIL MAY BE USED FOR (HI) HEEL PLATE 10 MATCH COMMON TRUSSES. TRUSSES WITH PITCHED D.C. ALSO. (0) OPTION 10 WEB RATING: USE (3)-2' WIRE STAPLES (0.072 DIA./15 GA,) 10ENAILEO IIIRU CHORD INTO WEB 6 111RU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI I. (SI ) 6 (III ) MUST BE PLAIEO. (G) GABLE EIA OESIOI BASED ON 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH 1X3• 2-8-0 2X4• B-1-0 3X4• 13-6-0 BUTLOOKER HEIGHT. , PLT TYP. Wave TPI -95 R Design Criteria: TPI -95 S Q Q O Q ••WARNING-- TRUSSES R(OUIRE [IIREME CAR[ IR FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 HIS -11 (NAN01110 INSIALIIMO AND BRACING), PUBLISHED BY IPI (TRUSS PLATE O Q :$I Ila 1E, SRD 01040FIO DR., SUI I( l00, MADISON, YI E7/10), FOR SAFETY PRACTICES PRIOR 10 /(RFOIMING THESE FUNCTIONS. ONE( SS OIH[RY I.. 1NDICAIIO, 10► 11100.0 SHAH NAY( PROPERLY ATTACHED O SIRUCIUR AI PANES. BOIIOM CHORD SNAIL HAIL A PROP IN T AItACH(D RIGID CIELINO. ••IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSIAtLATIOM CONTRACTOR. ALVIN( ENGINEERED Q f T ^ r-7 /R OOUCif. IRC. fNAll NOI R[ 0.[S►OMfINII F0M AMY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 ff�TRUSS �I.IL p 1 11�VIL� lJ P:110 IX( !BUSSES IN COMFORNAMC( YIIN 1►1; OA FABRICAtINO, HANDLING, fN1/11N0, INSTALLATION OR Bp ACING OF 1NUSSIS. THIS DESIGN CONFORMS YIIN A►PI ICABL[ PROVISIONS OF NDf (NATIONAL DESIGN SPECIFICATION ►U8LISN[0 BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. AMR( 1—� IA CY(F AC[SOF NI RUf S` OF TOGA AND UNl'SS101NIRY IS('I OCAIED ON(INIfEO[SIGN,ISPOS IIION CONM(CtO0.5APPLY L►Ep0.S 10 OF RINEG" USS 0[/O AND IIIIC 110 RINIA A-F. AN (AGINE(AS SEAL 04 TIS DRAING APLI AND SNAIL NOT B(,AMID UPONNIN ANYYOTHER PWArIf ONLY 10 IN[ VISION 6 - 10d COMMON BLOCK MAILS i /1- 1 Od NAILS EACH EIIO OUTLOOKER CRITERIA 3.5' MAX. TYP. IIOTCH 0 24' O.C. 1.5' MAX.' 12' MITI 24' MAX 2X4 F.L. LIMBER GRADES MAX. LENGTH WITIIGUT BRAC IIIG I III A / STRONGBACK ;(GIRACE( S ) STANDARD 5-11-0 -10-0 11 7-9-0. 15-6-0 11 6 BETTER 7-9-0 15-6-0 SS 7-9-0 IS -6-0 FESS/pN9 TC LL 30.0 PSF REF R 992 IW TC DL 15.0 PSF DATE 03/19/98 9,, tic DC DL PSF DRW C0112 ca�sa�''� A OC LL 0.0 PSF * TOT.LD. 50.0 PSF SEON - 25458 C AUiL ��� DUR.FAC. 1,15 FROM PDC O�' SPACING TOP CHORD 2X4 FIR -LARCH 0! BOT CHORD 2X4 FIR -LARCH 01 WEBS 2X4 FIR -LARCH -Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O.,RESEARCH REPORT 02949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA+F FOR TYP. PLATE LOCATION DETAILS• TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. NOTE: 2X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM °e CHORD BRACING @ 72' MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING_IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 3X6 .4 5X4 TCX-LOC L -R: 0.29 6.21 12.24 17.00 21.76 27.79 33.71 BC X -LOC L -R: 0.29 9,07 17,00 24.93 33.71 (U) BOTTOM CHORD CHECKED FOR 10-PSF LIVE LOAD. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE .8.10. n s C a a s N v 0 IV In W 0 0 W 2.5X4 2.5X4 3X6 1.5X4 1.5X4 4.00 4,00 3X6 (A 1) 3X6 (A I) 2.5X4 5X8 2.5X4 -o-0 17-0-0 17-0-0 2 -s -o OD * * 34-0-0 OVER 2 SUPPORTS * R-11480 W- 3.50' R-11760 W- 3.50' PLT. TYP.-ALPINE SEON-- 40792 REV 15.6.5 SCALE - 0.1875 0 0 0 0 o ALP0 T BE EREESSPON 1O IE FDDA INCY *m IMPORTANTI:* sWALL NNE ENGINEERED WARNING '11HHAANDLLIING. EIAE RECTION ME CARE DESIGN CRIT: UBC REF 8427--48590 [=ATRUSS DEVIATION FROM THIS DE916H ON THESE SPECIFICATIONS. ON ANY BRACING. SEE NIB -91 BY TPI. SEE THIS DESIGN TC LL 16. O PSF DATE 06/01/92 p FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI ALPINE CONECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP TC DL 10.0 PSF ORWG CAUSF1427 92183003 AAIB CA A EXCEPT AS NOIED. APPLY CONECTORS TO EACH FACE OF THIS DESIGN POSITION CHORD SMALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CIORD CRA BC DL (U) 5.0 PSF CA-ENGCOINECIORS TRUSS AND UNLESS OTHERWISE LOCATED ON PER DRAWINGS 130. 100 O ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT, LD. 31 .0 •PSF 0/A LEN. 34-0-0 CO DAN M/APPLICABLE PROVISIONS OF NOS i IPI. AN ENGINEER'S SEAL ON INNS oRAWINO APPl1E0 i0 INE CONPONEIIT oevICTEO HERE ALPINE TECHNICAL UPDATE (7/1/01) FOR PROPER ORYWILL APaLICATION, Furo113H A COPY OF INNS DUR.FAC. 1,25 PITCH 4.0/12 OIN o p O OILY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION COITRACIOR. ' p p O W --TPI . TRUSS PLATE INSTITUTE, NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD COAIRUG"ON SPACING 24 ,.0 TYPE COM-- This safety alert symbol is used to attract you, - attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operatinc practices or indicates unsafe conditions that soul; result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder, building contractor, licensed contractor, erector or erection contractor) to property rece ive. unload, store, handle_ install arrj brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as supericr to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erectoror erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A CANGER designates a condition where failure to follow instructions or heed warn- i,ig wil most I kely result in serious personal injury cr death or damage to struc:.jres. AWARNING: A WARNING describes a condition where failure to -ol low instru -tions =ould result in TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison,. Wisconsin 53719 (603)833-5900 truss industry, but must, due to the nature of responsiblities involved, be presented as a guideforthe use of a qualified building designBr or installer. Thus, the Truss Plate ;astitute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on 'the recommendations and information coma ned herein by build''.ng designers, in.:tallers, a's! others. Copyright © by Truss Plate Institure, Inc. All rights reserved'. This document or ary part thereof must nct be reproduced in: any form without written permissior of the publisher. Printed in the !United Stases of America. TRUSSMORAGE CAUTION: All temporary bracing shc uld be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumes! 2' on-centeror less. All multi -ply trusses should be connected together in acDor- dance w1h design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaceswhich could cause damage to tie truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateralCA JTIONt Trusses stored vertically should be bending and lessen moisture gain. 11A braced to prevent toppling or tippingL WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless J,A begins. Care should be exercised in banding re- A properly braced. Do not break bandsu,itilbundles moval to avoid shifting of individual trusses. are placec in a stable horizontal position. WARNING: Do not lift bundled trusses by theIlDAGIGER: Walking on trusses which a re lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly Aprobibited Frame 1 ' DF - Douglas Fir -Larch SP - Southern Pine :r HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle Ac� ` togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed ` to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. 0 j@g s MONO TRUSS PLUMB i i Truss Depth D(in) i -45° 12 —13 € or greater e / /Ce 36" TOP CHORD 3' 48" TOP CHORD DIAGONALBRACE 60" MINIMUM LATERAL BRACE SPACING (pBS) SPAN PITCH, SPACING(LBg) [# trusses] .. 96" 2" SF DF SPF HEM.: Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42'- 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine :r HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle Ac� ` togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed ` to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. 0 j@g s MONO TRUSS PLUMB i i Truss Depth D(in) i -45° 12 —13 1/4" 1 or greater e / /Ce All lateral 13races lapped at least 2 trusses. Continuous Tap Choad Lateral Brace Required 10' or Greater Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A& I i Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1 1' 24" 12" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 1 2" 9' 1 T ±+/; L(in) L(In) L/200 Lift) 50" 1/4" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" BOW L(In) Lesser Df L/200 or 2" L(in) U200 Lift, .- 200" 1.1 16 7' 250" 1-1/4" 20.8:' 300" 1-1/2" 250 OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AWARNING: Do not cut trusses. A constructibnloads ofany description beplaced on unbraced trusses. Frame 6 0 Tel: cbordh4hat are lzftrally braced can buckle tog DAera -%4 cause cAapse if there Is no dliago- nal wacing. Diagona. bracing should be nailed ,ofemadbmid a . of the top chord when purlins gre atached to the tcpaide of the top chord. 12 __7 4 or greater =45* Over 32'- 48' 4/12 1 6' 1 10 1 7 0' 4/12 1 5' 1 6 :1 4 Over 60'1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All latera braces Lateral Brace lapped at least 2 Required trusses. 10" or Greater -I— Attachment Required A WARNING: Failure to follow these recommendations coild result In I severe personal injury or damage to trusses or buildings. A W - DouglRs Fir -Larch SP - Southern Pine F: - Befft-i-ir TOP CHORD MINIMUM TOP RD' DIAGONALBRACE RTCH LA SPACING U .S AN Recu-rec U ................. SP DF SPF M EM We is 28' 2.5 7' 17 1 12 Over 2Br,. 42' 1 3.0 1 6' 9 1 6 Oyw,42! - 60' 1 3.0 1 5' 1 - Over .60! 1 See a registered professional engineer W - DouglRs Fir -Larch SP - Southern Pine F: - Befft-i-ir SPF - Spruce -Pine -Fir i Gontinacus Top Chord La!eral Brace All lateral braces Recu-rec lapped at least 2 trusses. IC"opGreater AttacK-nen Required /j, ,tip —450 Frame 3 Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. ElllliilllSCISSORS11f. 12 ------ -I 4 or greater Bottom chord diagonal bracing repeated at each eind of the building and at same spacing as top chord diagonal bracing. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. 'o — Permanent s continuous?, lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Inlervals. i OT -TWX CHORD ......... .... BOTTOMCORD DIAGONALB�ACE MINIMUM WMA BRACE SPACING (DBS SPAN PITCH SPACING(LB [#trussed Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 10 T Over 48'- 60' 4/12 1 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. 'o — Permanent s continuous?, lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Inlervals. i DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ei 6 \b05 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4[2x6 PARALLEL Continuous CHORD TRUSS;; °. Top Chord Lateral Braci Required TOP CHORD TOP CHORD DIAGONALBRACE ;. MINIMUM LATERAL BRACE SPACING DB SPAN DEPTH SPACING(LBs) #trusses SP./..... SPF/KFc... U to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ei 6 \b05 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4[2x6 PARALLEL Continuous CHORD TRUSS;; °. Top Chord Lateral Braci Required Top chorda that are laterally braced can buckle,q togetherand cause collapse if there isno diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins' are attached to the topside of the top chord. All lateral braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicate -I on both ends of the truss system. =45° Attachmer Required fo 20'(pe� gge�_F�HF� 2' o•c. ess 5't o AWARNING: Failure to follow these recommendations could rest.ltin severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse Hthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1� 4 IS •. POPO.C. /► ,• @ //_ All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated both ends of the truss system. =450 30" or greater Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - 3% Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Frame 5 1 WARNING: De not at-ach cables, chains, or hooks to the web members. J 60', or less —' TagApproximately Line J '/2 truss length �m„�nor less 1- -I Approximately Tag '/z truss length Line Truss spans less than 3G' Spreader Bar Toe In 'f - Toe In Appro■.imately 1/2 to Y3 tris lenawrb Less than or equal to i6w lag Line 1AWARNING: Do not lift singletiusses with spans greater -han 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Spreader Bar Toe In ` --Toe In Appro4mately 3/2 to 3/3 truss length Less than or equal to ,60' Tag Line Strongback/ SpreaderBai j Approx;mately Y3 to 3/4 trL S5 length Greater than 60' Tag I Line Sirongback/ SpreaderBar At or above mid -height Approximately J F 3/3 to 3/4 truss le ngth Tag �� Greater than 60' Line CAUTION:—emporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is; desired. The engineer may design bracing in acco•dance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate ConnectedMood Trusses, D1013-89, and in some cases determine that a wider spacing is possible. Typical hodaorW I tie member with multiple aUkes ?NT) Frame 2 oa of braced of trusses LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers, and gable -end -siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber, from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed' to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. _GABLE END DETAIL I S�RtY1G0A.K .� (NAIL 10 LEDGER 12' O.C. 1 (BRACED AT 55' O.C.) _ , A35 LEDGER , ( NA 1 L YGAL13(K ) TO VERTICAL W/2 -10d NA[LS) (K) SPACING FOR H3 = 56.0' O.C. REFER TO SIMPSON CATALOG C-9411-1 FOR PRODUCT AIIACIUtENT SPECIFICATION (ATTACH A35 III FI DIRECTION IN MAX. WEB LENGTH 1X3• 2-0-0 2X4• 8-1-0 (N) 13-6-0 (G) PSF (S) "YARNING• IAUSSES R(OUIR[ [1111111[ CAR[ IN FABRICATION.NANOIING, SNIPPING, INSIAIIING AND DATE O DRW 11 BRACING. AtF[R 10 NIB•91 (NANGi1NG IN5IAIIIMG AND BRACING), PUBLISNIO BY IPI (TRUSS PLATE tNSI11UI E. 66) O'0NOF10 Oq.. SUITE 500, MADISON. YI 61119)• FOR SAFETY PRACTICES PRIOR 10 15-6-0 cN) 7-9-0 15-6-0 6NOZC. 7-9-0 Q OZ�TR�USS • T ] 1 INE O O I (SI) (N) 2X4 F.L. OR H.F. 12 OR / BTR SIP.ONGBACK BRACE THIS ONGi PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBM11110 BY IRUSS MFR A: ROOF- MATERIAL OUTLOOKERv/I GAELS END 2X LEDGER II\CCMION / TRUSSESSTRONGBACK BRACED AT 55' O.C. (C) IX4 CONTINIRIIIS LATERAL BRAC114G FOR BRACE (STROUGOACK' --- "-- 72'. ATTACH AT MI 7/2-Bd [COMMON NAI 24 \SII\ \ \ \ \ \I'I (PII PEAK PLATE 10 MATCH CBM ON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR-LARCII 12 Mill. (SI) SPLICE PLATE 10 HATCH COMMON TRUSSES. NOTE: TIIIS DETAIL MAY BE USED FOR (III I HEEL PLATE TO HATCH COMMON TRUSSES. IRUSSES Shill PITCHED D.C. ALSO. (0) IPT10N 10 WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 DIA./15 GA.) TDENAILEO TIIRU CHORD INTO WEB L 11IRU WEB INTO CHORD Oil ONE FACE FOR A 101�'L OF 6 STAPLES. (PI). (SI ) 6 (III ) MUST BE PLATED. (G) GABLE EPIC) DESIOI BASED ON 75MPH WIND LOAD EXPOSURE '0' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH 1X3• 2-0-0 2X4• 8-1-0 3X4• 13-6-0 6 - 10d COMMON \ NAILS BRACE OUTLOOKER CRITERIA 12' MIN 24' MAX 3-10d / NAILS EACH ENO 3.5' MAX. EYP. NOTCH a 24. O.C. 1.5' MAX.' 2X4 F.L. LUMBER GRADES MAX. LSNGTH WITHOUT BRACING on A W/ SIRONGBACK BRACE (S) STANDARD 5-11-0 PLT TYP. Wave TPI -95 R pest n Criteria: TPI-95(STD) TC DL 15.0 PSF "YARNING• IAUSSES R(OUIR[ [1111111[ CAR[ IN FABRICATION.NANOIING, SNIPPING, INSIAIIING AND DATE O DRW 11 BRACING. AtF[R 10 NIB•91 (NANGi1NG IN5IAIIIMG AND BRACING), PUBLISNIO BY IPI (TRUSS PLATE tNSI11UI E. 66) O'0NOF10 Oq.. SUITE 500, MADISON. YI 61119)• FOR SAFETY PRACTICES PRIOR 10 15-6-0 11 6 BETTER, 7-9-0 15-6-0 R 11fORNING INISI FUNCIIORS. UNLISS OINEAY IS[ INDICATED. IOP CHORD SHAH HAVE PROPERLY ATTACHED 7-9-0 Q OZ�TR�USS • T ] 1 INE O O S RUCIUAAI PANELS. BOMB" CHORD SHAH NAVE A PROPIRLY ATTACHED RIGID CIEIING. ••IMPORFANI-- FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUC If. INC. l:ALI NOI N[ A[SPON5191[ i0R ANT DEYIAIION IRON IHIf OE 516Y; ANY FA II UAE 10 NUIIO IN( IR us,( f 3(f IN CONf OA MANCE YIIN 'P, OR fABA1CAtINO. NAMDIINO, fNl►F ENO, IMSTAIIAIION OR BRACINO OF TRUSSES. INIS PISTON CONFORMS MIT APPLICABLE PROVISIONS OF NDS (NAIIONAI O[SIGN S►ICIFICAIION PUBLISHED NY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE 1. OGA [A CNE FACI1 ON fOFN 1AUS St AM OOF I UNI'ISI O I N ER MI S(fiOCAT O ON( I NIf[OI SIGNAfPOS, 1101 CONNECTOR$ PER APPLY 10 ATH[GI.USSNNOY BI , R[IIIO UPONHIN ANYMDINER PWAYS SEAT 00 TIS GNAING [f ONLY 10 THE DESIGN .,P" I TO N[R1 110. ISO All 1 10[AA10 SIAIAli yA SEON t� ' Alf 0�` l (� 12' MIN 24' MAX 3-10d / NAILS EACH ENO 3.5' MAX. EYP. NOTCH a 24. O.C. 1.5' MAX.' 2X4 F.L. LUMBER GRADES MAX. LSNGTH WITHOUT BRACING on A W/ SIRONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 W. 9,o yc TC DL 15.0 PSF DATE 03/19/98 DRW 11 7-9-0 15-6-0 11 6 BETTER, 7-9-0 15-6-0 SS 7-9-0 15-6-0 ESS/pN� TC LL 30.0 PSF REF R992 W. 9,o yc TC DL 15.0 PSF DATE 03/19/98 DRW CD 112 a' OC OL PSF BC LL 0.0 PSF * TOT.LO. 50.0 PSF SEON - 25458 ' Alf 0�` l DUR.FAC. 1,15 FROM PBC SPACING, • 'TOP CHORD 2X4 FIR -LARCH 01 BOT CHORD 2X4 FIR -LARCH 01 WEBS 2X4 FIR -LARCH Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 6 160/160A -F FOR TYP. PLATE LOCATION DETAILS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. NOTE: 2X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72' MAX. O.C. REQUIRED. ATTACH WITH 1;16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE +�• SUPPORT BY ERECTION CONTRACTOR. l Y• 1 t 3X6 1.5X4 �1?� 4.00L/_ 2.5X4 r� 5X4 TC X -LOC L -R: 0.29 6.21 12.24 17.00 21.76 27.79 33.71 BC X -LOC L -R: 0.29 9.07 17.00 24.93 33.71 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE B.IB. 2.5X4 3X6 1.5X4 4.00 n s c rn a e N v to N Ell W 0 0 w 0 m � -0-0 17-0-0 17-0-0 2-6-0 CD 34-0-0 OVER 2 SUPPORTS * R-11480 W- 3.50' R-11760 W• 3.50' PLT. TYP.-ALPINE SEON-- 40792 REV 15.6.5 SCALE - 0.1875 = o p o o p *1fIMPORTANTHK ASHALL nNE ENGINEERED , Be RESSPONS BELE FOOR S. ZNC.ANY WARNING IN�HANOLING'�ERECTION EXTREME LARE AND DESIGN CRIT: UBC REF 8427--48590 pA�=3= DEVIATION FROM IVIS DESIGN OR 11ESE SPECIFICATIONS. OR ANY BRACING. SEE HIB -91 BY IPI. SEE THIS DESIGN TC LL 16. O PSF OATE 06/01/92 G p FAILURE TO BUILD THE TRUSS IN CONFORIWICE WITH 03788 BY TPI ALPINE CONECTORS ARE MADE OF YOGA GALV. STEEL MEETING ASTM FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. LBLESS OTHERWISE INDICATED. TOP TC OL 10. 0 PSF ORWG CAUSR427 92153003 A443 GR A EXCEPT AS NOTED. APPLY WNECTOAS TO EACH FACE OF THIS OESIGH. POSITION CORD SHALL BE LATERALLY BRACED MIT" PROPER LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CA BC OL (U) 5.0 PSF CA-ENGCOINECIORS TRUSS AM UNLESS OTHERWISE LOCATED ON PER DRAWINGS 130. 150 9 (BOA -F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEECowon" LD. 31.O PSF 0/A LEN. 34-0-0 O W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S SEAL ON THIS DRAMINO APPLIES 10 THE COPONVIT DEPICTED HERE ALPINE TECHNICAL UPDATE (7/1/01) FOR PROPERTOT. DRYWALL APPLICATION. FUNISH A CRAW OF THIS OUR.FAC. 1.25 PITCH 4.0/12 CIM C= p = ONLY. AND SHALL NOT BE RELIED UPON IN AMY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. SPACING 24.0' COWN-- A- -TPI • TRUSS PLATE INSTITUTE - NOS - 1991 NATIONAL DESIGN SPECIFICATION FDA MOOD CCAIRUGT10N1 TYPE AC :. :Zt 2 15A J 230A �I .,.s3 •r 1 �/ / 40.09AC. :.0 ( '4.r,7 7`.�n%'L 34 4C �j '`• ' IOAG. B. j 9; i:: �! 40! 1567. — — — µ r� ,�,�',.� , ` • • .� - - - - �, �3 /SAC eLO 21K, 0• .�z • `7 F NT?K R, O 30A �s=�R ter"• , ' �'Q \ C a - C.�ir z �:• ••i •, ar 0 (0 �' 45 AIC. ; . PM66-591Afho 0 161 64 .�►_���'� :`..� i QP2 C . C. 23� 25 i___� C3(JS`� 33966-25 '`�•.,.' -- 1 ,c. ac. 162 i63; Q� 3966 Prl , R 5 165. 5 AC =/ii i / A •BLANC�� .i 8 5 {. A 58.26/ A. 61 5 AC ao v+q' 93 1t y1 5- AiC IIC t5ACt, mo;•`� 4 7 r. 01 ,94 ►Ci2 I AC 1 4' 3.• f:% � a0 •. • a f43.J6AC6 e: �. !83 % C • J _ 9 i 00 OV 1' 01 43.17ACcv 7 29 5 1� 40, C _ 8325AC 611 41 40 I �h 'moi (g �1't 3� • 'AOORJ I, ! !Ib �! • I 4 34 4. 45 61 4 • `� 178 I79 173 17 4CO 1 + w [ fi' ICAC. 17. r0 WS�pY. A 15.36 IJI .9C. 1 AV • y_ ..., r<•° '' ;.\ AC. (IP'fN.Q) f' PL1L.0 ,� N • 1 ,� ,#.� "!y� .�':. ° r •;(.�'t ? ; • , -SEE 6ic92 05 :�r�•a. - . T n c PCL. - i ' BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT'OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING OPTION 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 PARCEL NO. ZONING OWNERA '�— PHONE NO. OWNER'S ADDRESS 171LOCATION OF BUI DING n Ckee L., USE OF BUILDING q L� OZ- SIZE ZSIZE OF STRUCTUR TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Spec'rfy) TYPE OF SIDING =ROOFVERING FLOOR TYPE� ESTIATED g COST OF CONSTRUCTION AG Buildings shall comply with the building front, side, and rear yard requirements as follows: of the applicable County Ordinances FRONT 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 tocomply ' the requirements in effect at that time and before occupancy. Date Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building g permit. Receipt No. Foo PAR L T. RUO G ISSUE •/ i Manager Building Division By � �j/ry 7 SDate CHESTER MORRIS ROLAND K. IVERSON, JR. DAVID R. LANE x BRANT J.BORDSEN. STEPHEN W:'BERRIEK ANTHONY E: GALYEAN BUTTE COUNTY MAR 2 12003 LAW OFFICES RICH, FUIDGE, MORRIS & IVERSON, INC. DEVELOPMENT 1129 D STREET W.P. RICH(1880-1965)SERVICES P. O. BOX "A" RICHARD H. FUIDGE(1906-1976) MARYSVILLE, CALIFORNIA 95901 TELEPHONE (530)742-7371 RETIRED FAX (530)742-5982 THOMAS MARSH EMAIL drlane@rfm .com ROGER E.'GROVE JOHNSANBROOK HARJINDER K. CHIMA • CERTIFIED SPECIALIST IN FAMILY LAW, THE STATE BAR OF CALIFORNIA BOARD OF LEGAL SPECIALIZATION March 18, 2003 24-)0- i >r Y Scott Rutherford Chief3Building Inspector -Butte. County Building Division Department of Development �'� N . 7 County Cente"'-r Drive �NK� Oroville, CA 95965-3397 3 2S RE: LOIS DUNKIN;POTTS 125 Weedy,Way Bangor, CA R A.P. #028-270=179 Dear Mr. Rutherford: {` X v'n. This office has been contacted by Lois Dunkin Potts (vk {note you previouslycorresponded ' with heron December 3, 2002, as Lois Potts -Dunkin). ' Ms Potts, is concerned that your department,_ has apparently issued building permits to her neighbor;=Roger Harkema, which encroaches onthe '' recorded subdivision easement allowing access to Ms. Dunkin"Potts' property. Mrs. Potts requests that your office investigate this mater and follow,'up with appropriate action if Mr. Harkema has been allowed to place structures upon the easement with your department's blessing. I need an investigation of this mobile home installation and deck to determine whether or not the mobile home is in the road easement or setback at any point. (See attached parcel map) p,uwvn- &UV AAA 02g 2 7D R-- 17S 7 � Y�JSO%4 1- '3 CM P-7- P"l P 1 D �,C a /c s trt— K .77-041%- ALL 8MMIRES ASD® EQUIPMENT - INCLUDt OVERHANGS SMALL BE CLEAR OF ALL EASEMEN A SE r ®ACIZ OF S FT. FROM THE SIDE'A Fr. FROM THE FEAR PROPERTY LINES A ROAD CENTERLINE SHAW,. sR OF WRUCTURES AND A 2 FT. EAVE OVERHANG R�djPr #Iyle Ke4 i q? 73Art�Z7-'�S9 ��ps OtIAID N 60 EASEMENT TO 8AA160,R PARK ROAD P�2 Booir 2476 pAGE 437 Lp 100 o \ o� 3� oo /• \oma �!,� °� - 23 E Norio P q Ac. S. L. v \ 19 ' �• \ \ � a' 3 E E NOTE / 6' Cy 11415 Pati? C -EL. \ FD PER (R) � h PA Rc [. 2 rn Z P � ARG El 3 15.1 36 Ac. i y 50. 2 N89'/;:Oce •-_ _ 4•So•oo 433.65 N 84013'(WI •883,oS' 60 Boa, I SEC NOTE / ti F U r ( sk t 4 4 • f 3 t (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • 0rovill6, Cali?ornia 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT �g � F*Y ASSESSOR PARCEL NUMBER 028-270-179 ZONING BUILDING PERMIT OWNER POTTS-DUNKIN., LOIS TELEPHONE 6 2-6959 SO. FT. OCC. BUILDING VALUATION 1216 'R 65,664 . OWNERS MAILINGADDRESS P.O. BOX 22 BANGOR , CA 95914 CONTRACTOR'S 1��77N�M�E . OWLVI'�R TELEPHONE 190 1,950 CONTRACTORS MAILING ADDRESS . CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 67-6114 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 495.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS 129 WEEDY WAY, BANCM Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 A1 00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REPLACES BM -9692 AG. CONVERTED TO LIVING A, Ann SOFT Gas piping system t - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W @20.00 PERMIT FEE s 143..-00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR LES Main Service 2o.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER 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 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.) 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 work s' compensation provisions of section 3700 of the Labor Code, I shall fo ith comply ith those Lslons. ��%%���— /L�!�«J Date �� l _ g ature of Applicant —Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mein Service 200AWEE TO 1000A 46.00 NEW CONST. DWELLING OCC. OR ACDNS. & ACC. BLDS. SO `3.5¢FT. 42.56 Qa 7.50 NOµHESIDT 1=0CYRTCITS bSINGLE OUTLET APPARATUCIR.S Ex. Occup. OUTLET OR FOMRES 20 BAS p':5o Ex. Occu . oFlxuT>FTs RFS Oen 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 Cooling Hood 6.50 6.50 Ventilation 4.90 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCHD EL PD ISSUE This permit is hereby issued under the of the Butte County Code and/or Indic ed ab for w&hfeeshave By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date D to rReceiptNo. / ITE-D.D.S.-B.D. — CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT s � t I Fev.12/96) ASSESSORPARCEL OWNER OWNER'S; Z,Z COUNTY OF BUTTE - DEPARTMENT OFjDEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 E APPLICATION AND PERMIT IMB G �. ZONING ' BUILDING PERMIT T E FT. I B1ALDlhJrVALVAT[ON CONTRACTOR'S NAME CONTRACTORS MAIUNO ADDRESS CONSTRUCTION LENDER LENDER S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS / LOTNO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIFv TYPE OF WORK New ❑ Addition ❑ yiemodei Q Utilities ❑ Installation r3, Nh, A'1 *PERAUTv FEE PAU> s 4CQ SRA • • SHERIFF OTNE.it s AMOVNT RECEIVEb t# NVA%M * TO tE !V1' ZNTO COMA nreplace Total Valuation Is Filing Fee $ 20.00 Permit Fee $ — '— Plan Checkin Fee $ --" ;• Energy Plan Checking Fee $ 23.00 Mobile Home Facilities S -- PERMIT FEE $ PLUMBING PERMIT Each Trap Solar or heat um water heater M1500 Water piping Each as water heater or vent Gas piping system 1 • 5 outlets 15.00 4 Building sewer15.00 Mobile Home S G W 1 @20.001 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service 1100✓ OR LESS I 200A OR LESS 23.00 ,.. _ Main Service 200A TO i000A ) 46.001, 50 Ex. Occup. OUTLET OR FIXTURES 20 1.00 EX. OCCU FOXED APPLIVS. OR 114E .SOI otrnErs REsiD. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.0011 PERMIT FEE S j(Q'�� MECHANICAL PERMIT Fling Fee 1 20.00 6.50 PERMIT FEt 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ r occ cD T•T- TOTAL FEE $ g Z• I D. FEES I IMP I n.001 CEL PO I 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 E No. WHITE HIT-D. PERMIT EXPIRES ON WHITED.D.S.•8.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT -- I& OWNER -BUILDER VERIFICATION Anention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing ytfw 90MUM Please complete and return this information at your earliest opportunity to avoid moeoear in processing and issuing your building permit. No building permit will be issued '=A dds verification is received. C.. I personally plan to provide the major 1 or and materials for construction of the proposed C;property im rovement :YES E3 Nold 1 I HA HAVE NOT 0 signed an application for a building permit for the a; moo weds. ;. I have c atracted with the following person (firm) to provide the proposed constrncdm: 4 AME: PHONE: COiN-MkCTOR'S LICENSE NO. I plan to provide supervise, and prc NAME: ADDRESS: PHONE: rtioas of this work, but I have hire a following person to coordinate, iL,the major work: 5. I will provide some of the work indicated: NAME WHOM CTOR'S LICENSE NO. but I have -contracted (hired) the following persons to provide ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWIS -- — a i� S OCI.-L. SECURITY NUMBER: i'VOTE: ' This Owner -Builder Verification is required by Section 19831 and 19831 oV&a California Health and Safety Code. This verification must be towpl&W std returned to our office before we are permitted to issue the permit OVER �. , , r . . OWNER BUILDER INFORMATION , CC-- P-occrri A.i applicaiion for a building permit has been submitted in your name listing yourself as the builder of property, improvements specified For your protection. you should be aware that as "owner -builder" you are the responsible p@M ofreeaed onsneh a permit. Building permits are not required to be signed by property owners unless they are personally " -9 8-11 it own work. If your work is being performed by someone other than yourself, you may protect yourself &Orn possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: . ♦ If you employ or otherwise engage any persons other than your immediate family. and the work ('including mawrials and other toss) is 5300 or more for the entire project, and such persons are not licensed as eoatraetors or subcoraactors. then you may be an employer. ♦ I;. you are an employer, you must register with the State and Federal Govern meets as an employer and you are subject to several obligations including, *state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be F.nancial risks for you if you do not carry out these obligations, and these risks are especially serious w;th respect to worker's compensation insurance. ♦ For mere specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, I f You wish, the G.S. Small Business Administration). For more specific information about your obligations under Stare Law, ccr.cac, the Department of Benefit Payments and the Division of Industrial Accidents. 1: the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin their work personally or Lrxougi their own employees, without a licensed contractor or subcontractor, only under hiraited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is to be signed by property owners unless they are performprovidin; his or her own labor and material personally. Building permits are not required performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your corununiry er at 10:0 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confuzn that you are aware of these matters. The building permit will not be issued until the verification is returned. 4NIgeir, y. C. Vi ira, C.B.O. Building Inspection /VOTE: This Owner -Builder Information is required by Section 198J0 of 1h California Healt/r and Safsry Cads. OVER M NOTES ; A AZro RESIDENTIAL 028-270-179 02-1014 PERMIT NO. — POTTS, LOIS DUNKINI 125 WEEDY WAY, BANGOR ,CONT: HYSMITH CONST. DETACHED GARAGE SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ., FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER .JOB FINALED (D� Signature x f a f , SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ., FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER .JOB FINALED (D� Signature V=OK 0 = Not OK - = Not Applicable RESIDENTIAL (; = Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope - 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test �. 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. e Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation r jingle & Duplex) 16. Insulation FRAMING (Continued) 46. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 17. Water Htr.; Vent -Access -Combustion Air Baffle Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 18. Water Pipe; Test & Anchor -Nail Protection Garage Fire Protection Framing 19. D.W.V.; Test Fittings & Anchor -Nail Protection Property Line Firewall & Openings 20. Shower Pan; Test, First Floor -Tub Access Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 21. Test Tub & Shower, Second Floor -Tub Access Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 22. Gas Pipe; Sixe & Anchors Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Shear Walls; Nailing -Bolts 23. Fixture & Transformer Clearance -Ins. Protection Brace Interior/Exterior Wall Panels 24. Elec. Receptacles Spacing -Lights & Switches at Doors Insulation -Walls -Ceilings 25. Size Boxes & No. of Conductors Stapled Infiltration -Walls -Windows 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al FINAL (Plans) OK except #'s 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes IZI No Ext. Steps -Door & Sidelight Protection -Landings 31. Service -Riser Conductors & Ground Main Disconnect Smoke Detector 32. Equip. Clearances Panels-Motors-Mech. Equip. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 33. Clothes Closet Light -Shower Light -Spa Light Bedroom Exiting 34. Smoke Detector If 68. Date Card B-1 Date Card B-1 • Date Card B-1 Date Card B-1 ate MECHANICAL (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 35. A.C. Ducts Insulation & Support Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 36. Vent Fan, Exhaust above insulation Elec. Outlets & Receptacles at Kit. Counter 37. Condensate Drain & Overflow, Size & Grade Garage Fire Door; Swing -Landing -Closure 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet A.C. Duct in Garage -Damper 39. Attic Access & Platform if Furnace in Attic Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 80. FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing r jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive U Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK , , 0 = Not OK - = Not Applicable , =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except It's Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Soils; Special MH Support Sketch FINAL (Plans) OK except It's 3. Sewer; Location -Test -Fall -C/O -Concrete Setbacks -Easements 4. Water; Location -Test -Easement Needed (Sketch) Soils; Compaction -Structure Stability 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Elec.; Receptacles and Lighting, Distance-GFI 7. Well Clearance & Disconnect Elec.; Pool Lighting; 15 Volts-GFI 8. Utility Clearance Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except It's 11. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, CCIY.F�, CARPORTS'GARAGES (Plans) OK except It's 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors V. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Carports; Windows -Doors 7. g.' Sills-Anchors-Studs-Rftrs-Trusses ' ing; Nailing -Veneer -Stucco -Mesh 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except It's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Q 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751- 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE T7'1 6Z--/oic r /t OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ( A CMCJ t 0 Date (n / _v —Inspector REV 10/92 f, tf ?•Cck ---------- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT O. (Rev. 12/96) r APPLICATION AND PERMIT Yy `f�Z�'' ASSESSOR PARCEL NUMBER 028-270-179 ZONING BUILDING PERMIT OWNER POTTS LOIS DUNIN TE 632-6559 SO. FT. OCC. BUILDING VALUATION 560 U 10,080,00 . OWNERS MAILING ADDRESS WWEE®Y WAY BANGOR CA 95914 CONTRACTORS125 WSIL' M CONST. TELEPHONE 171-3-19490 CDNTRT6 '-F86LI N "°ST.S LIVE OAK CA 95953 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 0190.00 ARCHITECT OR ENGINEER LICENSE NO. 9 Filing Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 125 WEEDY WAY BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ 227.90 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACM GARAGE 20' X 28' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, a!10 my license is in II force and effect. I p Icense Class / Lic. No. -7 / 1117 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier S% 11;4MI> Policy Number I&QS 11 -01 (The above sections rfieiid 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 per t is issued, I shall not employ any person in any manner so as to become . bject to workers' cow ensation laws of California, and agree that if I should be, me subject to theX r ers' compensation provisions of section 3700 of the Labor Code, I shall o wit comply with those provisi S. i -Bate / p4.7 - ©� nature of Applicant - ❑ Owner & Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO t 46.00So WEE200A NEW coNsr. DWELLING Occup. so U OR ADONS. ( 8 ACC. BLDS. 3.5QFT, 19 'no NOµHEOSID. MULTI-OUTLEITS T @7,50 POWER APPARATUS 8 SINGLE OUTLET A. Ex, Occup. OLmFr OR FIXTURES SAL@ I: o LNS Ex. Occup. GUTTFrs REs,D°.R, 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 FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ U CONST. TYPE VN DOTAL F E $ 67. 0 HAZ. FE IMP CDP I P PD I D ISSUE 1.1000 This permit is here 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 a d ate Receipt No.3-53315 •90 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT a P , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION t J 4 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 s PERMIT APPLICATION DATA SHEET 79 OWNER: r I �L`dJ ASSESSOR PARCEL NUMBER O�y / I/ Proposed Building Use: Cox=i'��^�� �-a-� Counter Technician: Date: Items required in order to apply for a permit. All'lloxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. Co plete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6: Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or[ foundation plans, all in duplicate. y ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor;plans iitYtr,\ icate. All of these must be stamped and wet -signed by the engineer. 4, Items required] r. initial plan reAew. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. . . Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ...........................:•;,... ❑ 9: Plot plan and business license approval from the City of Biggs ................................'+ .. .' ❑ 10. Letter of intent for non-residential buildings......................................................... 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12.' Hazardous Material Form............................................................................... ❑ 13. Other Remain' items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet...... ' 15. Statement of Intent for Non -heated and A/C Buildings .....:..................................... 16. Sanitation and plot plan approval from tte Environmental Health Department in F1 7. City of Chico Plumbing permit ....................................................... . 8. California Department of Forestry plan approval aid. Sent by: .......... 9. Planning approval for (A) Use: O l<- (B)Parking: (C) arcel Check: rS, -7— U2. ❑ 20. Contact Land Development about ❑Improvements, ❑Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement...' ................................. ❑ 28. Manufactured home utility clearance ............I ................................................... ❑ 29. Existing violations and/or expired permits ....................... ............................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone • . and hold for pickup. I have been info ,ddoof the+abo/ve�it'ems and renuirements for obtaining a building permit. Applicant: L.�T/%1�-� G' I �� Date: n 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ' Plan Check Letter t ❑ phone; ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ count y Date: N _ Plans approved by: Date: ;t, -- Structural, approved by: Date: Yellow: Building Division 1; i c E.H. USE ONLY Piot Pian Attechod FZaoa Plme Ah®d� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance tot IL , ?IVAS N -I-) Owner Locatio AP# Plan Approved for: Sewage Disposal----, Water Supply: Public Private Well Clearance for dwelling. Other D ?CQ -2 r---% AQPC Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING APNi ONE: BUILDING PMT. # OWNER: �O/r �,�Ki �/� PHONE: MAIL ADDRESS: SITE ADDRESS: �. - 4 PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on,the property? Yes: No: 2. Is the structure already'built under construction, or under notice of code violation? Yes: No: 3. Will items produced in this building be offered for sale? Yes: No: 4. Will the public have access to this building? Yes: No:V 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: /�/ //� 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: V T 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: VA 16. Will this building have a water closet/toilet? Yes: No: 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? 20. What type of wall covering will the building h ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation Is true and correct. 1 understand that any changes to the use, or character of use, of this building will require permits from ng authority. I understand th t Real Estate Disclosure laws require disclosure of this information H or when offered for sale. O NEWS SMAtIJKE DATE OWNER'S SIGNATURE ' i,DATE ., FOR OEPARTMENTALUSE REVIEWED BY: DATE: } COMMENTS: f OF-T I i . i ACC R.W02 06ninwe. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING r { OWNER: MAIL ADDRESS: SITE ADDRESS: G PMT. S PHONE: PROPOSED USE: 1 4 {A y i g f PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OR THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION N) . . - r 10. Is the structure foundation within 5' of septic tank or 10' of leach Ones? Yes: No: 11.' 'Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: r 12. po you plan to add a driveway or modify existing access to a county maintained road? Yes: No: 13..Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 1 14. GENERAL INFORMATION: Yes: No: 15. Will this building be heated or cooled? Yes: No: 1. Is there a primary dwelling on the property? Yes: No: ' { 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: f 3. Will items produced in this building be offered for sale? ` �' - Yes: No: . 4. Will the public have access to this building? Yes: No: ,y 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6, -Will this building be occupied at any time as a sleeping quarters? Yes: No: M; 7. Will this building be occupied at any time as an eating area? Yes: No: , 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: r 10. Is the structure foundation within 5' of septic tank or 10' of leach Ones? Yes: No: 11.' 'Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: r 12. po you plan to add a driveway or modify existing access to a county maintained road? Yes: No: 13..Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 1 14. -Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closeUtoilet? Yes: No: 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? ' 20, What type of wall covering will the building have? 06/14/2002 10:19 5308460490 MITCHELLS BUILDING M ? PAGE ^02,,,. APAAMM MWE'S7. Certificate of Conformance Certificate 054072 THIS IS TO CERTIFY that the olued laminated timber products identified with a co Engineered Wood Systoms (EWS) ware rhanutactured In accordance with the applicable standards and associated spe„ifications Indicated below: ANSI Standard All 90.41-1992, For Wood Products — Structural Glued Laminated Timber NER-496 Giued laminated Timber Cornbt�ations And "GAP' Computer Program For Determining Design Stresses RITC 11743 . Menrlecturing — Standard Speciticatirins For StruG'MSI Glued Laminated Timber Of Softwood Species I -r IS HEREBY CEATIFIED!that the APA EWS trademarked siructuret glued laminated timoer members were produced In a manufacturing to^.ility subjee! to regutat audits in accordance with the Eng)neerod Wood Systems (EWS) Gaal+tp As Prog am. Floutine audits Include Inspection of lr�e manufacturing process and, evaluation, of the In -plant OA program with adequate sampling to verify contormance to industry alandards tar lumber grade and 9lueline bond quality. %,%W 0411110 00 ��� �A-W C4DpP a ep 1 SEAL y PCD t` iy C Thomas G. Willlarrison Ex6cutive Vice President 450 BNGWIM60 WOW of sa �81+i+4 aue. a v.0. edatoc-� t7coat �ao yns. w os•et.otoo Tenmtenr (26)1 1fi&W6 -Fae Num0§,:1269) 065072" 10 3914 ON1 SOMM N83AS3M ?0980680E9i ASaoCLA710N t,0:11 L60z1v!190 12/23/2002. 10:21 5308460490. MITCHELLS BUILDING M PAGE 02 . � .__....-- - -..... r Certificate of Conformance Certificate_ 0 5 4 910 THIS IS TO CERTIFY that the glued laminated timber products Identified with a collective mark of Engineered Wood Systems (EWS) wee anufaatursd in r�l000rdanc® with the applicable standards and associated specifications Indlcatod below, ANSI Standard Al 610.1-1992, For Wood Products - structural Glued Laminated'nrnber NER-486 Glued Laminated Mrnber Combinatlons And' GAP" Computer Program For Determining Design Stresses AITC 117.93 - Manufacturing - Standard Spedilcations For Structural Glued Laminated Timber Of Softwood Spools$ IT IS HEREBY CERTIFIED that the ARA EWS trademarked struotural glued laminated timber members were produced In a manufacturing facility subject to regular audits In 9ccordanoe with the Eng fild Wood Systema (EWS) Quality, Assurance Program, Routine audits include Inspection of the manufacturing process and eveluatlon of the in -plant OA program with adequate sampling to v®rlty conformance to industry standards for lumber grade and gluellns bond quality. r woo o ySFAL Ito too$ %%vee�� by Thomas Q. Williamson Exeoutive Vice President EN®!N@ERBD WOOD #Y8719MJ it a totaled corporalle11 of APA - ME 9VOINHCAED WOOD A990CAVON 70119ou1h 19th 611061- P.O. sot 11700 - Tacoma, WA 98411.0700 telephone: 125) 365.0000 - FOR Nu036r; (153) 8"'72ap I /I *.--.I I•,r r,l I !•t.a ��1: T'1 .r.t . I.-. CDF FIRE SAFE REQUIREMENTS4 ,�, , ZO/S AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must.be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [I]- 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [� 1. No roadway shall have a horizontal inside radius of curvature of less. than 50 feet and additional sur- face width of 4 feet shall be added to curves of SO - 100 -feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical.curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of theroad. f�1 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 'foot taper on each end. 0 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--, 4 AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than.400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all // building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates Y] 1. Gate entrances shall be at least two feet wider than the roadway it serves. _ {fJ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to'stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parvels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center, of the road. [ j 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi_zal inspection of a building permit. Page 2 of 3 f 61V AP # PERMIT # NAME Other Requirements [ J If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet .Choose any 3 of the following: - Metal or no doors on side toward property'line with insuffi- cient setback, - Class A or B roof with enclosed eaves -.Interior?automatic spr'nkler system per;NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: -Stucco - 3 coat �Hardi-Board'or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials L Date Signature Page 3 of 3 i L Date Signature Page 3 of 3 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE 7/28/89 Marvin Potts RE.Storage Building Permit 457 Lindley Drive Sacramento, CA 95815 A.P. # 28-27-179 With reference to the above subject: X Attached is: XApplication for permit Mobilehome Utilities Installation Sheet XBuilding Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet' XOwner-Builder Verification Form List of Codes Enforced OTHER Your check #1375 for sum of $79.00. We need the following information: XPermit application signed and completed where indicated with all copies returned. XFees of $ 67.75 payable to Butte County Treasurer. XCertificate of Workmen's Compensation Insurance or check exemption statement. lXContractor's License Law information or check exemption statement. _� Complete plans in duplicate , including plot plans. Plot plans in XStructural details in duplicate Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Sect ion'(DPW). sets of plans in accordance with the changes marked in red. --x Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico X 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for X Completed Owner -Builder Verification form. Recorded copy of deed showing X Recorded copy of agricultural acknowledgement statement. OTHER Encroachment permit (driveway) from Butte County Public Works. Should you have any questions concerning the above, please contact Robert Keith of this office. Yours very truly, JFG/aj William Cheff Director of Public Works /1/ f.F. GlanderChief Building Inspector BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (916) 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 PARCEL NO. v2 Z 7 ZONING OWNERPHONE NO. OWNERt ADDRESS�-�1— LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURIf X 3v 7 t'D $ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER(Specify) TYPE OF SIDINGp Q� ROOFERING FLOOR TYPE � 6 ESTIMATED/COST OF CONSTRUCTION $- AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT 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 the requirements in effect at that time and before occupancy. Date ] 3 _9 3 Signature of Owner Permit Fee - $60.00 Receipt No. 1�1003Z�5 The above described AG Building is exempt from a bpilding permit. Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant FLOOD PlYLL I V ROOD G/J ISSUE Date �� �� �''i-�--ryri:'�.,,w",i--^-''�t"l:fY�•'�...-t"�-✓'ti-r"'.'�"�11.,.iY�tl.X....•r'�.•y.-.r�.,.ru1�Y��.^-«�,�.vrn7..'-�•�...�'r,-.�.,.-.�.r,s �.�r;.".�+�'�.-.n,✓_.. r. ,. y-'ti-...^`.r�TY��.. .-r.-r .-...,:L. ..,COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION OWNER _ Proposed Bu 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT Wal A) o Use A ts- ,, APPLICATIOVy DATA SHEET X, /PPN o. Building Inspector) • Date At timeof ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted. .. . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ..-In .. -� Prespection reque�- 20. Pre -inspection for required. .. to Building Inspector(Dat j 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31.,°Existing violations/expired permits . ...................................... 32.,Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup a -r office. Deliver with inspector. Other Parcel Creation Acreage Applicant t Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 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 _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works r r�.a�'17-179 /,3 /"95 1 S 6 43IZZF,4 2 snf ! 0 1 C) r Ql. IN- I A"- . Ivircnmental Hsali;i OCT 2 2 2001 7(;oUAIY�qnLerUnve ANG DIVISION- BUILDING PLAN APPROVAL Date: S 71— 0 2 ------__ Landscaping: I owe �=00 ALL A� I�r �U �piNa �Cyl9it'��NT II�ICL AND EASE�EN-I`S. TRUCTuHES Be Dt-EA6� OF ALL SIDE AND HANQS BHAL� VT- FROM THE BACK OF � 'i`( LINES AND i'HE Rf-'AR 1, ,,T�Ropq SHALL Be FT r-H2OV, COAD DENTE�►I-INE SAND eatjI mE� CEpT "E N OF ,iHD�TDHE In i t� 10' y BUTTE CO. FIRE DE T. CALIF. DEPT. of FORE TRY ❑ approved as submitt approved with condit' ns . t. 2�� f Mttached I Signature Date i t� 10' y 4..... 41. -_ SUB PANEL�- w 4X 1'2' -'HDP,' - m 403 •.' ry -.... l i I - 1 t/2" X -10" FDT BOLTS G' O.C. ANF1=,NCr: MORE Tt A4 ,90- FROM - PLATE. END5. QK-1 5E_5-IMP5QN-.. MAS FDT. ANCHORS Q.: 4 FLllQR_ _ O o i 0 / FLOOR PLAN c\j= AU SCALE: I 'M"= I '-0" ccm X 12" X 12" FOOTING C \ ' G X G X 10 X I-0 REME5H 4 FLUOR... 0 BRAG WALL PANELS- T0= BE 5/5" &LQ-.6. DURA -TEMP SIDING . GVA AiI�J-Q9� FLOOR 'PLAN DRJIWFF' 8: "' [SCIZE:.- [MMMIG-- NO -ISMf REV. APPROVED Butte County invironmental Health `J-2;�;S' at I �gna une PR 2 5 nn --j? 7 County Center lir ivt Oroville, Ca 4030 L 41- 8Ui'1c C" i . )1's Building Mawrrials Wambome �UlLi� DEPART PO. Box 1038 _ In v r CridlS�CA 1114 01-103 8 2XG@24"'RAFTERS 5[D[NtG'-NA-[tW- G-'&-d'ff-9-GALV.' 4" CORIFtERS S"7"NT ' ra ... \—CONCRETE FOUNDATION- 5.HEAMALLt'P,OOF- =L[RG:-.8dJ-iD-GALV_ G!'EDFGf--5,..[.2" FIELa.- -TYPICAL 5-ECTION " f "MING 2X4 5T.UD5 92 1 I.G" O:C. 2X4-1' T---SILL- G Z O-: .X4.P-T---5[LL- UZO: X -f DTT BOLT--&- GP- G,,C- H #4 -RE -BAR, 2" MINJ FOUNDATION-- DETAIL fILL fc=2500 P51 I- MateMsWathoum -,PO. Box 1038 0 Bo Gom q",y. CA 95948-1038 rWWAR"TW.30) 46-4409 o v K00f -PL-W 5CALF_: 1/4."= P-0" 4-11.2- PITCH - 7/-1 G" 05B 5HEETING- 5TA-GGIfKM`WT-. 175ff--3G"-fELT-'- 20 YEAR CLA55 A P,00FI_UG 80TTE COM I (4--0UT—P,1GG&K.Ds ,l:%,,JG DEPAR .24"U.-C. @'-ODTW P 8 0 V s 4fti.o. ®.Box Matweirniadls u ' Is W Ou Ox 10 .0. Box 1038 Gridley, CA 95948-1038 (530) 8464409 RGG-F- PLAN, OR YM BY: -[SCALE: DRAWING -NO. SNT. 'REV 7/1 G". 0513 5HEETING STAGGERED1 5f X- 319"FEM-20 YFAK'1�5:A "BRACED -WALE -PA O:C.- DURfi,,-T-EMP-,-%-D1NG. NORTH-- ELEVATION I GX7 SECTIONAL DOOR BRACED WALL PANEL5 5/5" 5"O.C. DURA -TEMP 51DING 7/ LG'05a 5.HEE-Tl.UG.5TA-G G -E D- - 131Z [ ACEDFWALL-FANEL5 I r_- It VI 113 -" ==I -r /Y!l V/= A M 0— 1 A'e-- e-' A 5rCALE:-'-V14N'=-l-'-0" A 50UTHELEVATION 5CALE: 114""= P-0" ELEVA-TKM- imva4- BY-. SCALE: 1 1; 1/4'=V9-tl� MMEMLMN K's Bwf Materials Warehouse Wox 1038 Gridley, CA95948-1038 (530) 846-4409 12. 4F FIN. GRADE 1-4" GABLEVENT.- 7/1-G". 05135HEETING 5TAGGERED. 1-5* X 3G`FELT,'ZUYEAK-CLA-55'A PGQFfUG_. 2XG RAFTERS @ I G" O.C. EAST-ELEVATI-04-: T�s 5CALE: 1/4"=1'-V "IR 6 7/ 1 Gl,_ 05&_5�If— f G- 5TAGGERE D 15# X 3G" FELT; 20- YEAR CLA55 A mt-W-%mikill I All %I 1 .011 ,- AMI= %I=#,l-r 5/8 Z—E WE5T EIEVAT[Of+ 5C A-ff—:-- VW� I—Ct!'-- 5/5,—Z-&AR. -- - - L//LD/IVG C TGTVT� rT ELEVATIONS Of Vmwz BY,t SCALE--. ,DRAWNGNO-.: [SifffN-.RE 1/4= V -a. g Materials Warehouse P. fIN. GRADEle�'l Box 1038 Gridley, CA 95948-1038 v= -A