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HomeMy WebLinkAbout041-590-011s GERMO, BARRY PERM NEWAL �r D -, ' P# COMPLETE 01-1661 .�',5-0 EXPIRES: D 041-590-011 05-1178 GERMO, BARRY 411 �1 041-590-011 PERMIT#97-43AG r GERMO, Barry R.:4 L_-- Spring Hill Dr., Oroville 041-590-011 PERMIT#98-0957 Ag Ex Permit -Equip Stg GERMO, Barry /0-1—Spring Hill Dr., Oroville Move -in SF �5 ,117 041-59--0-011 99-1150 BARRY GERMO (1ST RENEWAL/98-0957) 041-59-0-011 00-1357 GERMO, BARRY 101 SPRING HILL DR., OROVILLE 4_ CONTR: OWNER 2nD RENEWAL OF BP#98-0957 t i 041-590-011 01-1 1 GERMO, BARRY - 101 SPRING HILL DR. OROVIL CONT: OWNER 3RD RENEW #98-0957/00-1357._ --L 041-590-011 04-0075 GERMO, BARRY PERM NEWAL 101 SPRING HILL DR, OROVILLE Cont: OWNER �/ D -, ' P# COMPLETE 01-1661 .�',5-0 EXPIRES: D 041-590-011 05-1178 GERMO, BARRY 101 SPRING HILL, OROVILLE 0 CONT: HYSMITH CONST/N� NEW PRI DET GARAGE -A17,7/fY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BPO51178 LICENSED CONTRACTORS 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 Issued Date: 06/27/2005 APN: 041-590-011-000 the Business and Pro ssions Code, and my license is in full force and Li 1 Licen: r: 1 I Lse Class ense Numbe icen. ILI USContractor: m 1v Site Address: 101 SPRING HILL DR ORO Map Index: Date: Description: garage (1400) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GERMO BARRY RICHARD permit to construct, alter, improve, demolish, or repair any structure, prior - , to its issuance. also requires the applicant for such permit to file a 879 WAGGONER ROAD signed 'statement lhai he or she is licensed pursuant to the provisions of PARADISE,. CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of -Division 3 of,tfie Business and Professions Code) or that he or _ 95969 she is•exempt therefrom^and the basis for the alleged exemption. Any violation V Section 7031.5 by any applicant for a permit subjects the applicant taxa civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not .,inter�dec�ooff@red,forsalg (Sec.7•l)44,,^BusResswand,.Professions .- •Applicant: HYSMITH.CONST.RUCT.ION.•_..,..:.. Code: The Contractors' State License Law does not apply to an RICK HYSMITH owner of, property who, builds or improves thereon, and who does such work himself or.herself or through his or her own employees, 10480 N STREET provided that such improvements are not intended or offered for howevei, LIVE OAK, CA 95953 sale. If the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-695-8784 `,proving that he or she did not build or improve for the purpose of sale.). �..,..l,..as-owner,-of.,the_ property,. am -.exclusively -contracting with licensed contractors to construct the project (Sec. 7044, Business ..and Professions Code., The Contractors' State License Law does Contractor: HYSMITH CONSTRUCTION not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed RICK HYSMITH pursuant to the Contractors' State License Law.). 10480 N STREET ❑ , I'am.Exempt under Article 3 of the Business and Professions Code LIVE.OAK, .CA 95953 530-695-8784 Date: Owner: License #: 791117 ' .. •:;;WORKERS' COMPENSATION DECLARATION I 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 Architect: is issued. ,Engineer:. I'have and will maintain workers' compensation insurance, as required.by. Sectio n•3700 the Labor Code, for the performance of the work for which this permit is issued. My -workers! compensation insurance carrier and pAicy number a e: Gamer.. Total Square Ft: 1400 S.F. Valuation: $33,600.00 Census Code: Policy#: 6'f �J 1 CD ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and tagree that- if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith coply with t ose provisions. Date: V/ 1 Applicant!,. WARNING: a` re to secure workers' 'compensation ' coverage is unlawful; and shall subject an employer to criminal penalties and oneR6601ffff dollars ($100,000), in addition to the cost of L/�,hundred'thousand `444 �j� 9 -/�ellS C;Z 7S, compensation, damages as provided for in Section 3706 of the Labor 1 code,, interest, and attomey's;fees. / CONSTRUCTION LENDING AGENCY T his permit i ereby issued and r the pplicable pi visiuns of ti,e Butte County Coda enri/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) ReoI tion o do work indi t abo for ich fees have been paid. ka Name: BY Date: PERMIT EXPIRES ON: Address: D to "d , 'I:heriby certifythat the use of,this facility shall complywith Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ 'Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Atiached are copies of the required E.P.A. notification forms. I hereby certify that I.have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici form or d merit of But County. I hereby authorize :epr@sentatiyes of Bu�ttenC�o n�o enter upon the above mentioned property for inspection purposes �" Print Narr % I ' Signature: V� Dater.x,•• ^ ❑ Owner Contractor 0 Agent for Owner ❑ Agent for Contractor 0 6-K Co ---5r' r, .67 T RESIDENT 4 PERMIT NI PERMIT Eli '_? . N 4 75- 041-590-011 PERMIT#98-0957 GERMO, Barry /d/ Spring Hill Dr., Orovil e Move -in SF PERMIT RENEWAL 0e_r1fCHFb G. DATE: Z/ — �/Oro BP# 0 * -007 _ I- .,. - .1 EXPIRES: LOCATION ur-r-R-r- COPY Address GAS of Meter By Date.'/ - ELECTRIC RA Meter By S FLOOI! FIRE §_1P_R___ INKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY PERMIT RENEWAL kTemp. Power Pole f BP # Called PG&E—i Date BP Expires: (<,a qq ;Temp. Elec. Service' -- Called PG&E 4, Temp. Gas Service Called PG&E JOB FINALED (Date) Signature COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE =" x OWNER PERMIT NO. Nr; V, A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected.; Please call for re -inspection when correction of va j completed. If you have any questions pertaining to this matter, or need additional tion, please contact the Building Inspector as indicated below. iF 4 ffm Date / I t v Inspector— REV nspector REV 4/05 Phony #' FOR RE -INSPECTION -CALL: 538-7636 OR 891-2834 tri ffutte, county LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 January 12, 1998 Re: . Special Inspection # 97-15 A.P. # 042-070-190 Richie Construction 389 A Connors Ct. Chico, CA 95973 Dear Mr. Richie, With reference to the above subject and your request for inspection of the proposed dwelling unit to be moved from 1043 Henshaw Ave. Chico CA to an unspecified lot in Butte County, the inspection was made'on 1/7/98. A reasonable visual inspection was performed without going on the roof, under the building, or in the attic and the following i!,ems were identified, and must be completed or resolved: 1. Approval required by Planning Division for zoning requirements. 2. Septic and water supply to be approved by Health Department. 3. Structure to be installed to meet all current uniform code requirements and National Electric Code. This inspection by the County of Butte does not act as a guarantee or warranty as to the internal soundness of said addition, conversion, etc. It is now in order for you to submit four 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 prior to any work being done, and the above listed items completed within thirty (30) days of the date of this letter. 1 Should you have any questions concerning this matter, please contact Rod Taylor at 891-2751. Sincerely, Micael C. 'eira, C.B.O. Ma ager, Building Inspection Owners Name/S.I. 98-?? 2 COUNTY OF BUTTE - DEPARTMENT OF DE%ELOPMENT SERVICES - BUIL ANG DIVISION 7 County*, Center Drive • Oroville, California 95965 • Telephone (53d)4r,"`8 7541 (Rev.12/96)* ; APPLICATION AND PERMIT 16rT ASSESSOR PARCEL NUMBER 04¢ (]0 Z)NING BUILDING PERMIT OWNER •• Germ;" Bar T-:LEPHONE 876-0150 SQ. FT. OCC. �/ BUILDING VALUATION '$40:000.00 OWNER'S MAILING ADDRESS . 879 Wi6 ner Paradise I CONTRACTOR'S NAME��,.�` a Owrt :,i TELEf_HONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER - r Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ W, UW90 ARCHITECT OR ENGINEER i�, 1 LICENSE NO. Filing Fee •$ 20.00 Permit Fee $ 349,50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 101 $ rine Hill -,Dr. Oroville Energy Plan Checking Fee $ $ PERMIT FEE $ 369.% LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other I 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: Permit to complete 01-1661 _Gas piping system 1 - 5 outlets 15.00 Building sewer. ; 15.00 Mobile Home S G W 920.00 PERMIT FEE $ - ELECTRICAL PERMIT Fling Fee 20.00 a00VOR LIE Main Service 200A OR LESS 23.00 3t 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.PowEA License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawq,for the following reason: � . I] 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 sile. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and ProfessionsC ode for this reason Main Service TO 46.00so CCU000A NEW CONST. DWELLING OCCUP. SO DWE200ALLING OR ACDNS. ( a ACC. sLDs. 3.50 NEW CONST. MULTI.OUTLET NON-RESID. C @7.50 APPARATUS 8 SINGLE OUTLET CIR. zo @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL. @ .50 Ex. Occup. ourrs RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. i ❑ 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 ere: 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.)Occ I] 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 X 8&tee � • �k�t�.+�'t.% Date " �~ e3 Signature of pplicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionWhb stories, in hei ht. of structures -o e�3 , g� ` MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOTAL FEE $ 369.50 HAZ. D.FEES IMP I - FLOOD I JPARCEL. �HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat d Ave for which fees have been paid. f +�V "'`- % ��'( By Date %� /� PERMIT EXPIRES ON I /,/r1 / )5 Defer i ReceiptNo. �-��% �"� iCr r WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BU ILDING•DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541• PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER041-590-011_ � + 6 ZONING U BUILDING PERMIT OWNER BARRY, GERMO MaU1S0 SO. FT. OCC. BUILDING VALUATION OWNER'S MA1879DWGWR PARADISE 95%9 CONTRACTOR'S NAME SR TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 40 ".w ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 349.W ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 227.17 BUILDING ADDRESS ' 101 SPRING Hill Dr. Energy Plan Checking Fee $ ORUvnu PERMIT FEE S 1596 .67 LOTNO.��SUBDNISION'SNAME PARC(L,MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Q 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: SPECIAL. INSPEMON #97-1S TRUSS 200F — 2 PT ,__ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home. I S I G I W @20.00 PERMIT FEE $ I fit,1� /� :r ��m "�' ELECTRICAL PERMIT Filing Fee 20.00 'T yLJ "'Z� f ' �� Ill o eoov LE Main Service 200A ORR LESsSs 23.00 +' LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions bf 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. DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Y 0'*l, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale:: I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADONS. ( a ACC. BInS. 3.52FT. =RESOMUITI.OUTLETITS 97.50 POWERNGLEPARAPATUS OUTLECIR. 8 SIT ZD @ 1.00OWNER-BUILDER Ex. Occup. OUTLET OR FIXTURES BAL. @ .50 Ex. Occup. ourLEeors A IEs o.Den 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 'cd 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_—_— Date ��_ Signature of pplicant - Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 60" deep and olition or co truction447 of structures over 3 stories in height. ��'� Mobile Home Installation Fee $ Energy Inspection Fee $ acc CONST. Tv T 7 TOTAL FEE,$- HAZ. D. FEES IMP FLOG CD PARCEL V PO .. HD SUE ✓ 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 D to PERMIT EXPIRES ON h?A/`I (Date)' Receipt No. % '7 -1 S / WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK•INSPECTC / GOLDENROD -APPLICANT ( Dt P41`- 4 .. y . �. a.. .--r.�y., d+ecc•.F-awr .r-^. ru.�+.a!�.o++:r.- ,;..,�.. .+�a�'- ^a•*.' vr+^+•--e.. - -.. ....,�•.- � ..:��,r- c�.y. ..__. ffl-011 " 01-1661 ,.2 O,BARRY RING HILL DR. OROVILLE OWNER NEW #98-0957/00-1357 T �o-I35� i f 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 0 7 County Center Drive • Oroville, Califomia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT #Llf: ,tJ44 ASSESSOR PARCEL NUMBER ZONING 0 BUILDING PERMIT OWNER �t � T—U—ONE ^ SO. FT. OCC. BUILDING VALUATION OWNER'SMAILING ADDRESS �;.rz P� �n�r n51M CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENiE NO. Fee $ 20.00 —Filing Permit Fee $ pp q O / 4. Irye+ 5 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS A01 sY � 1 . All 1111 D _O i i] Ener Plan Checking Fee $ 9Y 9 - .PERMIT FEE ,. $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ OtherWater SPECIFY 1 Each Trap 7.00 Solar or heat pump water heater 23.00 piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:���ry�4'r= Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, 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, willdo 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 Treason - WORKERS' COMPENSATION DECLARATION I 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 Coda,- 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. <<1 Xtr.n,,���• _:_ii tLt/;,qtr{% Date %- S (i Signature olfApplicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" dee and demolition or construction of structurs over 3 stories in height. P Main Service 200, To 1000, 46.00 NEW CONST. DWEU9 OCCUP. 3.5QFT.. NEW CONS ( MUACTICOU�TLSS. NON-RESID. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 00 EX. OCCU OUTLET OR FIXTURES BAL ®I 50 Ex. Occup. D TiETS AE.,6.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S - MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ W-11. 5 HAZ. I D FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. %� 1 �f By r� - �,- { Date / "� PERMIT r rl./-� _ Date `•�r`%�F%�%�`✓�'i;/�f Receipt No. I . WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT rug 041-59 0-0111' !: 00-1357 ' r GERMO, BARRY 101 SPRING HILL DR.; OROVILLE CONTR: OWNER 2ND RENEWAL OF BP#98-0957 • 1 y • A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT 99-1150 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER BARRY GERMO TELEPHONE __R7 Sn SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS A79 WAMNER PARADISE CA CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSJ No. Filing Fee ,`$ 20.00 Permit Fee $ 174 7-1 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 101 S RING 9111 DR, OROVILLES CA Energy Plan Checking Fee $ PERMIT FEE $ 194 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE ` SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY -�'` Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK # New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ l °' Describe work: 2ND RENEWAL OF PERMIT #98-0957 - Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home s G w 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provision Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profe.. s Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contra 't s License Law for the following reason: I, as owner of the property, or my employees with wages as their sole ca ensation, will do the work, and the structure is not intended or offered for sal' ❑ 1, as owner of the property, am exclusively contracting with licensed ntractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions , ' e for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLMIG OCCUP. OR ADDNS. ( a ACc. BLDs. SO 3.5¢Fr: T. rNioP}gEOSID. MULTRANCI-OUTLET @7,50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET BAL ®1 0 Ex. Occu . DUTLEEDTS pa D,° 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 T workers' compensation, as provided for by section 3700 of the Labor e, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as requir by Section 3700 of the Labor Code, for the performance of work for which this per it is issued. My workers' compensation insurance carrier and policy number ere: Carrier 1` 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.) XI certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with, those provisions. .�� X Date /S •00 Signa re of hcant - ❑ Owner ❑ Contractor ❑ Agent An OSHA pelt is required for excavations over 5'0"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 $ 194.75 FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code,and/or indicated above for which fees ave ` By, / PERMIT EXPIRES ON 6 -/7-01 the applicable provisions Resolutions to do work been paid. - Date Date Receipt No. `i e1 �l �� Ste/ 1) �y �.= WHITE -D.D.S` 1B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 041-590-011' , i _ 99=115, GERMO, Bang 101 Spring Hill Drive, Oroville Contr: Ownr 1 st Renewal of BP# 98-095.7 ti • 1 r 4 041-590-011' , i _ 99=115, GERMO, Bang 101 Spring Hill Drive, Oroville Contr: Ownr 1 st Renewal of BP# 98-095.7 &OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0,... • atZ-150 ASSESSOR PARCEL NUMBER ZONING U BUILDINGPERMIT ' owNER BARRY G i� �, ; TEL�Ft��NE�I� �� V..� SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 879 WAGONER, PARADISE CA 95%9 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ •� +� I 1 I �4. 75 ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee $ BUILDING ADDRESS 101 SPRING 11TU DR. , OROVILLE CA Energy Plan Checking Fee $ $ • t. 4. ,PERMIT FEE $ 194.75 LnTNo. 9 'susoNl5loNSNAME 89PARCE33P PLUMBING'PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK J - New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ f Describe Work: . FIRST RENEWAL OF PRMTT ; 9$-0957 T i , y Gas piping system 1 - 5 outlets 15.00 sewer 15.00 —Building Mobile Home S G W @20.00 PERMIT FEE $ �- ` • ELECTRICAL PERMIT Fling Fee 20.00 EOOV OR LESS Main Service 200 OR LESS 23.00 - 1'- "` LICENSED CONTRACTOR'S DECLARATION �; .. I hereby affirm under penalty of perjury that I am licensed under provisionlof 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 O 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. ! c ❑ 1 am exempt ',u Business and Professions Code for this reason " T - . r .z_. ,. +.-" . 1= WORKERS' COMPENSATION DECLARATION i I hereby affirm under penalty of perjury one of the following declarations: I ❑ 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.) [,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. a/ 'r CV/ �V X .4 4&IIIn Date S - 26 - l j _ Signature of Applicant - Ek Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. + I Main Service zooA TO ieooA 46.00 1 NEW CONST. DWELLING OCCUR s0 OR ADDNS. a ACC. BLDS. 3.50 NEW CONS MULTI -OUTLET NON-RESID. 97.50 POWER APPARATLS a SINGLE ourLET CXR. Ex. Occup. OUTLET OR FIXTURES 20 O X'50 BA @ so FlXED APPLNS. OR Ex. Occup. oUTLETs REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S. MECHANICAL PERMIT'-' " -Filing Fee' ''20.00 • Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $1$4.75 HAZ. I D. FEES IMP I FLOOD I COF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do'work indicated above for which fees have been paid. g i I L aa,, By Datevllllqi? PERMIT EXPIRES ON f i Date Receipt No. A _11"i � ��� � 4"47 WHITE-D.D.S.-B.D. CANARY -ASSESSOR ' PINK -INSPECTOR GOLDENROD -APPLICANT M, -J V=OK 0 = Not OK NoReady Not MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s - 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location-Test-Fall-Ci"oncrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / / L'tL / /Nat. or/ /Lt./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval S. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pod Lghtq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy _ 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 4L MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI S. 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/S Circulating Equip. -Pod Lghtq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0= Not OK RESIDENTIAL - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s Z gSetbacks-Easments-Flood-Slope tq., Main; Soils-Elec. d. /j� i Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ / Ftg. Depth 4. F Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped (Single & Duplex) Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection Alec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 2 e"Romex Nstalled Close to Edge of Studs & C.J. 2.k -Equip. Ground made up w/Mech Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size GFI 29e'Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral n Yes n No 31. Service -Riser Conductors & Ground -Main Disconect 210'Equip. Clearances Panels-Motors-Mech. Epuip. Clothes Closet Light -Shower Light -Spa Light 6a. Hold Downs and Special Anchors 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 7. !!!b -,Steel -Wrapped Date 52. J/Piers-Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way /O -S r Test Date Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 10. YA Gas Pipe; Size Anchors - Yard s Piping; Size Test Date . Water Pipe; Test -Anchors -Regulator -Service Test MECHANICAL (Permit) OK except #s 56. 12. Electric Underground A.C. Ducts Insulation & Support 58. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Vent Fan, Exhaust above insulation Shear Walls; Nailing -Bolts .W. -Anchor Bolts-Joists-Vents-Crippies Condensate Drain & Overflow, Size & Grade Insulation -Walls -Ceilings 15. Access & Ventilation Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 16. Insulation Attic Access & Platform if Furnace in Attic Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-147 - Date Card B-1 Dat Date- � Card B-1 1,,Oj Date PLUMBING (Permit) OK except #'s Card B-1 Date Water Htr.; Vent -Access -Combustion Air Baffle Card B-1 Date Card B-1 Date 1 Water Pipe; Test & Anchor -Nail Protection FRAMING (Plans) OK except #s Stairs & Rails D.W.V.; Test Fittings & Anchor -Nail Protection Sits Proper Materials & Anchors 20. Shower Pan; Test, First Floor -Tub Access Walls Studs -Nailing Spacing & Braces -Plates -Sound 21. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date I lell-SIX- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection Alec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 2 e"Romex Nstalled Close to Edge of Studs & C.J. 2.k -Equip. Ground made up w/Mech Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size GFI 29e'Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral n Yes n No 31. Service -Riser Conductors & Ground -Main Disconect 210'Equip. Clearances Panels-Motors-Mech. Epuip. Clothes Closet Light -Shower Light -Spa Light 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors Z�t'> Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-ShtinA,13ffiWV4117 48. Fireplace Ties or Type A Flue -Fireplace Throat clears e 49. X. Smoke Detector 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Date 52. Card B-1 (,�� Date Card B-1 Date Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits Card B-1 Date Card B-1 Date 55. MECHANICAL (Permit) OK except #s 56. 35. A.C. Ducts Insulation & Support 58. Glazing Area -Glass Protection -Skylights -Plastic Vent Fan, Exhaust above insulation Shear Walls; Nailing -Bolts 37. Condensate Drain & Overflow, Size & Grade Insulation -Walls -Ceilings 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date /FINAL (Plans) OK except #'s . Date a,! / Card B-1 (µ� Date Card B-1 Date ' Card B-1 Date Card B-1 Date Trim & Subpanel, Breaker Size Labe FRAMING (Plans) OK except #s Stairs & Rails 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors Z�t'> Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-ShtinA,13ffiWV4117 48. Fireplace Ties or Type A Flue -Fireplace Throat clears e 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & 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 . ExtSteps-Door & Sidelight Protection -Landings e4!'Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- I arage; Above Floor-Ducts-Mech. Protection room Exiting FI. & Bath Fixtures & Tub Access -Spa (TrElec. Trim & Subpanel, Breaker Size Labe 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. 72 it. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance Elec. Outlets & Rece ticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. !S. Duct in Garage -Damper . Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. I ars e; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Ins lation-Foam-Looked in Attic and rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoANalks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish $tl/J1.C. Unit Disconnect, Electrical -Plumbing is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings W ter Well, Disconnect, Electrical, Plumbing 7 nor Elec. Trim, G.F.I. Receptacle -Underground tilation Throught House GI ss Protection 9rrections from Previous Inspections as Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date �0 Card B-1 Date Card B-1 Date Card B-1 4 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: )'F BUTTE COUNTY 0 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION a �0, 0 0 AND SUBMITTAL REQUIREMENTS 0 =- _ 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 0 - 0 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION **PLEASE PRINT CLEARLY** OWNER Last ust NamAa. Address Ci tZipPhone J Fax �. E-mail CONTRACTOR �wi •.. j Andress - _! _ City tate Zip Phone Fax r�� APPLICANT SIGNATURE X For office use only: I ARCHITECT/ENGINEER Name j Andress - _! _ City tate Zip Phone Fax E-mail, &tate License Number APPLICANT SIGNATURE X For office use only: I APPLICANT NAIM - M7, j �o' ii _! _ E !7/�' Type Const Subdivision Name Map BookPage Lot # APPLICANT SIGNATURE X For office use only: I Zoning (, Flood Zone SRA Yes No Occ. Type Const Subdivision Name Map BookPage Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BPO5-/) % BIN # LOCATION AP# Property Address City Of C , WORKER'S C MPENSATION • Policy Number Carrier if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or cope oC c��� f Work: x d� Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy. (Note previous use): EXPIRATION OF APPLICATION ' Applications for which a permit has not been issued will expire one ear after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refnds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Receipt P a('o) 28S--'1S7- Amount Bldg O �8 Siw Sheriff SMIP Date: Other / D Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. , Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). �L7 ❑ 9. Site plan and business license approval from the City of Biggs. 0� ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). �- r ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Ketunas can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits ssued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan :heck fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION ,AFORMSSUILDING F0RMSXBIdgApp1SubRgmts.doc Page 2 of 2 Qui 7227-1.1 utte County Department of Development Services )NNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: - FROM: Q SUBJECT: Z DATE: WILLDAN o�%TTFo 0 0 0 0 o o UN Scott Rutherford (530) 538-7160 srutherford(a)buttecountv.net Plans Transmittal For Review Per Contract 5/6/2005 Applicant: Germo, Barry Permit No: 05-1178 Project Type: Det Garage I APN: 041-590-011 100% 70% Plan Check Fees $ 285.95 $ 200.16 $ 285.95 $ 200.16 WILLDAN Fee $ 200.16 Copies Attached: Qty 'Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: '"' /' ` 'l ASSESSOR PARCEL NUMBER Proposed Building Use: [�� �yDO Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \ / N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. Z9 jVJ 2. Complete 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. /✓V 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ,,�J 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ` `❑ &Erosion Control Plan Required........................................................................ Z9 20 Fees as shown on the attached Schedule of Fees Due Sheet .............................. (° ❑ 21. City of Chico Plumbing permit .................................... ............................... o ^ 22. Site plan and business license approval from the City of Biggs .............................. California Department of Forestry plan approval ald. t'b/� 24. Planning approval for (A) Use: (B)Parking: (C) ❑i` 25. Contact Land Development about _ Improvements, _ Drainage ........................ Iri 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ...... .......................... \ 33. Existing violations and/or expired permits .................................................. _ - 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone �� y6 _c/ yGf and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. C Applicant: F`�X�'2'P', Date: J I l 1. Index permit application for the above,ite s numbered: v Plan Check Lette 2. Additional items required CDp designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter,b) Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: _ Date: Structural approved by: 1 Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.N. USE ONLY Plot Plan Aneshod h. - � Floor Plmn Attached Sent to B.D. C `Ll l �- se) d ll /Z ) O ner Location AP# Plan Approved for: Sewage Disposal=, W ter Sup ly: Public Private Wel Clearance for dwelling. Other !' Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE "(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER v � A.P. # PROPROSED BUILDING USE/���� y8d DATE 5—ry a� 9 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES -'- Balance Due ..................... $—,7--��/ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE / / C $204.98 (paid at Building Division) a4 9 J 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 336 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the 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, 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 Division Yellow -Applicant Pink -Owner (rev. 3/05) Opp PSTMeNT T r� 0 \ o ok Department of Public Works 0C o u n t y o f B u t t e 0 01. Michael -Crump, Director LAND DEVELOPMENT DIVISION o / Storm Water Management Program 7 County Center Drive A­%Niis� 5 Oroville, CA 95965 4?6C `NOFt'f- (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the 'State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. I . Signed: Title: Date: Less than I Acre NPDES & SWppp Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 A A W I LLDAN Serving Public Agencies June 16, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: 14353-1636 Jurisdiction Job No: 05-1178 Assessor's Parcel No: 041-590-011 Description: Germo Detached Garage Dear Mr. Rutherford: 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies of sheets 1 through 7 dated 4/8/05 by Jerry Mitchell ➢ Truss Calculations: Two (2) copies dated 2/17/05 by Homewood Truss Co. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as CBC • Part 3, known as the California Electrical Code and abbreviated herein as CEC • Part 4, known as the California Mechanical Code and abbreviated herein as CMC • Part 5, known as the California Plumbing Code and abbreviated herein as CPC • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as CECS CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and permit application. Specific Type of Type of 1" Floor 2° Floor Use Occu anc Construction Stories S Ft S Ft Total Sq Ft Garage U-1 V -N 1 1400 NA 1400 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincere , 4 Isaac Kuster Plans Examiner Ce: Alice Mefford, E-mail: amefford@buttecounty.net Jerry Mitchell, P.O. Box 1038, Gridley, CA 95948, Fax: (530) 846-0490 Page 2 of 2 County of Butte Permit Number 05-1178 W illdan Project Number 14353-1636 - 4! CDF FIRE SAFE REQUIREMENTS AP# ��� Q� PERMIT # 05- NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are D minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. = Driveway Standards ' Pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall ' provided unobstructed access to conventional drive vehicles, including sedans F and fire apparatus weighing up to 40,000 pounds. Pq Grade. Not to exceed 16 percent unless paved. I Driveway Radius R pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. Pq 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 T feet radius. x Pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. Pq Width. All driveways shall provide a minimum 10 -foot traffic lane and -� T unobstructed vertical clearance of 15 feet along its entire length. U Pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates Pq 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M - shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides Si entrance, a 50 -foot turning radius shall be used. T . T 1 Setback for Structure Defensible Space . C [X] Maintenance of Defensible Spac6. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1. All parcels 1. acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all ry • : � .. , . rY 9 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. T [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or 1 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. Disposal shall be completed prior to completion of road construction or final building R. permit inspection. . E Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof R Enclosed eaves [ J If Building Setback is Less Than 15 Feet — E Class A or B roof with enclosed eaves and choose any 2 of the following: Q ❑ Metal or no doors on side toward property line with insufficient setback ElInterior automatic sprinkler system per NFPA 13D T T 13 Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer R o Metal o Other Butte County Fire Department approved materials [l E M E N; S -Cos Date Signature i S;. VIE ! 0 ! p MAY -I 2005 T'tUSS lV.IL-L OAN ` 0OMIS OFFI" 3243 Rippey Ro d JUN 16 2005 5( Loomis, CA i 56 0 Me Phone: (916)165 -6 - a Fax: (916) 652-3860 Fax: 13 Feather River Blvd. sville, CA 95901 e: (530) 743-8855 (530) 743-8856 Truss Des ign Sitt 1 Designed By: Date: I Technical Representative: Bryan Wagner February 18, 2005 Bryan Wagner * All enclosed drawings are in alpha ;numerical order Client Mitchell's Building Supply Office Phone: Office Fax: Plan/Elevation: Work Order # 0301203 Floor System: 10 Roof Systern:1 O PrQieect 28' x 50' Bldg Site Phone: Site Contact. I ' O Original Submittal WEP-TSEALS O Complete Revision O Partial Revision: Replaces individual drawings O Addition: Add to Original Submittal UILDIN�z' DIVISION APPROVED s 50-0 c 4 C� o I o ao 00 N N r E Y 50-0 j jAP D 3 RO C>E11rie 3D Lay X2.8 �� s o , B 1 dg SALES REP : BW WOa gar2828 DUE DATE a D DSONR/CHKR c HW / BW Date 2/17/2005 9:05 M1tchellS Building Supply n 1n' Bangor C a _ TC Live 20.00 psf DurFac-Lbr 1.15 II II� �n TC Dead 14.00psf DurPaC-Pct 1.15 Illulll BC Live 0.00 ps£ O.C. Spading 24.0 BC Dead s.00 psf Design Spec UBC -97 S y s t e m s 1 Total 4e .00 psf #Tr /#Cfg 26 / 0 Fit Job Name: 28'x 50' Bid(Lindsey) Truss ID: C1 Qty: 1 rBRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec - ANSI/TPI - 1995 UPLIFT REACTION(S) ' 1 0- 1-12 1372 3.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -333 lb 2. 27-10- 4 1372 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -333 lb BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss is designed using the on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. MAX DEFLECTION (span) : Bldg Enclosed Yes, Importance Factor - 1.00 L/99I IN MEM 6-7 (LIVE) Truss Location = Not End Zone L- -0.19" D= -0.20" T= -0.38" CRITICAL MEMBER FORCES: Hurricane/Ocean Line = No Exp Category = C ft, Bldg Width 28.00 ft TC COMP. WR. / TENS. DUR. CSI Bldg Len th - 50.00 Mean coo height 22.49 ft, mph = 80 1-2 -2695 1.15 / 682 1.60 0.93 2-3 -2364 1.15 / 623 1.60 0.66 UBC Special Occupancy, Dead Load = 12.0 psf 3-4 -2364 1.15 / 623 1.60 0.66 4-5 -2695 1.15 / 682 1.60 0.93 8C COMP.(DUR. / TENS.(W1 CSI 6-7 -575(1.603/ 2494(1.153 0.69 7-8 -318((1.60))/ 1686((1.153 0.49 8-9 -575 1.60 / 2494 1.15 0.69 Y1B COM P.(IR. / TENS. (OUR. CSI 2-7 -520(1.153/ 250(1.603 0.12 iO 3-7 -153(((1.603)/ 731(((1.153) 0.32 % 4-B -520 1.15 250 1.60 0.12 _ ((- t 4-1 -13 2 0-3-13 HOMEWOOD ®TRUSS 4445 Northpark Dr. Colo Springs, CO 80907 TRUSPLUS 6.0 VER: T6.4. 8-08-0 0 6-0-0� 6-0-0 8-0-0 i 8-0-0 14-0-0 20-0-0 28-0-0 14-0-0 14-0-0 r 1 2 3 4 5 4��4 00 4-4 ( 22-0-0-0 2u0-0 1 6 7 8 9 1010 8-08-0 0 1010 10-0-0 18-0-0 28-0-0 20 2 0-3-13 BUTTE COUNTY BUILDING DIVISION doer Join( DMiFe'Sonf10VE D ; l '314 Wg005 WAK/V//VC7Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not tmss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or Noor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateralsupport of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install and brace this twss in accordance with the following slandards:'Jolnl and Cutting Detail Reports' available as output from Tmsval software, 'ANSIRPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION' - (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofdo Drive, Madison, Wisconsin 53719. The American Forest and Paper Associallon (AFPA) is located at 1111 II th Street. NW, Ste 800, Washington, DC 20036. Cust: MITCHELL'S BUILDING SUPPLY W0: Drive_T_0301203_L00005_100001 Dsgnr: BW #LC = 16 WT: 144# TC Live 20.00 psf DurFacs L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bnd 1.15 BRep Mbr Comp 1.00 C Live 0.00 psf Rep Mbr Tens 1.00 BC Dead 7.00 psf O.C.Spacing 2- 0- 0 Design Spec UBC -97 TOTAL 4100 psf DEFL RATIO: L/240 TC: L/24 t.)w Job Name: 28'x 50' Bid(Lindsey) Truss ID: CG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 This truss is designed using the DurFacs L=1.15 P=1.15 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 1.15 GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Importance Factor = 1.00 Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location - Not End Zone 1.00 PLATING BASED ON GREEN LUMBER VALUES. May use adequate staples for gable blocks. BUILDING DESIGNER MUST VERIFY CABLE LOADS! Hurricane/Ocean Line No Exp Category = C Bldg Length = SO.00 ft, Bldg Width - 28.00 ft 2- 0- 0 1+] gable bracing required B 58" intervals, Mean roof height - 22.49 ft, mph = 80 UBC -97 TOTAL if exposed to wind load applied to face. UBC Special Occupancy, Dead Load 12.0 psf L/240 TC: L/24 See "General Gable Details', C002065035. HOMEWOOD ® TRUSS 4445 Northpark Dr. Colo Springs, CO 80907 TRUSPLUS 6.0 VER: T6.4. oT 6 t 14-0-0 t 14-0-0 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 F DO 4-00 3-4 B1 OVER CONTINUOUS SUPPORT B2 2 0-3-13 0- 0- 28-0-0 20 21 22 23 24 25 26 27 28 29 30 313233 34 35 36 37 38 t BUTTE COIJITY i TYPICAL PLATE: 1.5-4 BUILDING DIVISION' } ImL APPROVED 20 oa. unless WAKIVI/V URead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an IndlAdual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the cur int versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the Component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top Chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of Components members only to reduce buckling length. This Component shall not be placed In any environment that will cause the moisture Content of the wood to exceed 19% and/or cause connector plate Corrosion. Fabricate, handle, Install and brace this truss In accordance with the following standards: *Joint and Cutting Detail Repots' available as output from Truswal software, 'ANS11TPI 1', WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. E 2/17/2005 Cust: MITCHELL'S BUILDING SUPPLY W0: Drive_T_0301203_L00005_)00001 Dsgnr: BW #LC = 16 Wf: 190# TC Live 20:00 psf DurFacs L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bnd 1.15 Rep Mbr Comp 1.00 BC Live 0:00 psf Rep Mbr Tens 1.00 BC Dead 7:00 psf O.C.Spacing 2- 0- 0 Design Spec UBC -97 TOTAL 4100 psf DEFL RATIO: L/240 TC: L/24 , GABLE END DETAILS LUMBER SPECIFICATIONS: SHEATHING ON ONE FACE REO. -?X4 y2 DF—L CHORDS SHEAR DESIGN BY OTHERS 2X4 STD. DF—L STUDS 16-14-10 OR 20-10-10 PSF. LOADING CU10VT FOR 2X4 CUTOUT FOR 2X4 70 MPH WIND LOADING ar slue" m� crim • FOR CABLE ASSEMBLY GREATER THAN 5'-10" IN HEIGHT SEE GE -2. ADD-ON SAME SIZE AND GRADE AS TOP CHORD '041H i16d NAILS AT if O.C. � I ADD ON SPLICE TO OCCUR AT PANEL POINTS WITH - VARIES CLUSTERS 2-16d NAILS A 3-6 OUTLOOE<ER DETAILS HORIZ. VEN1 MEMBERS NOT REQUIRED I, BUTTE COUN �; y 1.5-3'014E SIDE AND (2) 14 GA ALJ v • 0 ?" STAPLES ON OTHER SIDE BUILDING ®i V@a; I ISl0�v I I ¢ [{ O OR (5) 2" 16 Co. STAPLES APPROVE® { I > 12 I i —VARIES 3-5 IN. O PLATE AS 0 3-5 FULL BEARING WALL nrr mrTAil Q, ,? UP TO 24" O.C. DEVEL GABLE END FRAME 2X4 DIAGONAL BRACE AT CENTERLINE OR AT W-0" U.C. CD --� jNOl r--' 5932 m y OPTIONAL CANTILEVER �. ;i n I rtxp, 12.131/02 T}! UP TO 48" WITH STUD C WAL UP TO 24" NO CHANGE' SEE OUTLOOKER DET GABLE END FRAME MINIMUM BRACING DETAILS — SEE STRUCTURAL j6d AT 24" O.C. DRAWINGS FOR ADDITIONAL REQUIREMENTS BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS ON THIS PAGE ARE SUGGESTIONS 01.10 AND ARE NOT TO BE UTILIZED WITH OUT THE BUILDING DESIGNERS APPROVAL. SEE TPI HIB -91 FOR OTHER BRAL, RECOMMENDA110115 2. - 16d NAILS DIAGONAL BRACE Al rZ.. CENTERLINE OR AT 16'-0" O.C. TRUSS 45 DCC. 1 SECTIOI,d A S optional vent 3-4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING S=3-4 ° ' ' Connectorplates shown are for example only. See actual truss design iorrequired plate sizes and orientation. Structural gable trusses will generally have diagonal and vertical members other that those shown above. END LT____ Is ineering dard Thaler) brace along back ce of gable, braced with or - 45 degree diagonal c_ (typ.) braced to roof wathino as shown. Truss spacings per designs. WALU BEARING SUPPORT + Indicates stud members that require bracing) SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE LID LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1.6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN *5 MUST BE ACCOUNTED FOR EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE *1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING 7X01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLIGATIUN SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR TRU DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL S IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ,x-_14 _W 'E 7 APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RFSPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. 9 i Q tr .J 4 82 .12/311 f CMS OF CALIFOP BUTTE iE COU ILDII'IG DIV ION 17�Y1 6 6 \11V��C 3/20/2002 GBA DWG# C002065035 Max. 12" eave unless noted on drawing. Solid block between trusses Gable End Truss for nailing of diagonal brace, attached to sheathing and truss each end, typ. Thaler) brace along back ce of gable, braced with or - 45 degree diagonal c_ (typ.) braced to roof wathino as shown. Truss spacings per designs. WALU BEARING SUPPORT + Indicates stud members that require bracing) SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE LID LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1.6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN *5 MUST BE ACCOUNTED FOR EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE *1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING 7X01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLIGATIUN SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR TRU DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL S IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ,x-_14 _W 'E 7 APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RFSPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. 9 i Q tr .J 4 82 .12/311 f CMS OF CALIFOP BUTTE iE COU ILDII'IG DIV ION 17�Y1 6 6 \11V��C 3/20/2002 GBA PEAK PLATE: 3.4 (2x4) 5-5 12:6) 6-6 (2x81 1.5-3, TYPICAL BC SPLICE; 3.4 12x41 5-5 (2x6) 8.8 (2x8) A MAXIMUM 40 PSF LIVE LOAD. BO MPH WIND EXPOSURE C. LESS THAN 20'-0' WALL HEIGHT. QPpFES O�q CING DETAILS ME � Q Lu cc EXP. 12/ ' MAXIMUM 1'-0- EAVE WITH BLOCKS @ 32'0.c. OR 2'-0' EAVE, 6'-0' MAXIMUM MAXIMUM, WITH 4x2 12 OR BTR. BRACE SPACING OUTLOOKERS CUT INTO GABLE 0 32'o.c. 2x4 /2 MINIMUM CONTINUOUS STRONGBACK BRACED TO ROOF STRUCTURE AT 6'-0' MAXIMUM. STRONGBACK AT; 4'-10' CLEASPAN, 70 MPH W-1.5'CLEARSPAN, 80 MPH 2x4 STRONGBACK BRACED AT EVERY 6'-0' MAXIMUM MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. HEEL PLATE: 3-4 (2x4) 5.5 (2x6) 6.6 (20) BRACE WALL BRACING PER BUILD DESIGNER. 2x4 CONTINUOUS BACKING CONTINUOUS BEARING WALL WITH 16d NAILS AT 24' O.C. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REOUIREMENTS SHOWN) GABLE STUD 2x4 SOLID BLOCK WITH 3-1 Od NAILS Sd AT 6' a.c. SHEATHING TO GABLE EA. END AND Bd NAILS FROM SHEATIIINO I TRUSS, 8d AT 6' c.c. TO BLOCK AT B'o.c. 1; 1-16d Idd AT 24' o.c. I 2.16d 16d AT 1 Y.' NOTCH Q 32' o.0. SOLID BLOCK 24'o.c. WITH 2.16d TOE - 2.16d NAILED EA. END '2.16d 2x4 BRAC[ r WITH 4.1td NAll3 BUTTE UTE AU�-Fy BUILDING DIVISION 'J'AGINII UAIE MO-ZUBC CONTINUOUS 2111/99 GABLE DETAILS CO WARNING Read all notes on this sheet and givea copy of it to -the Erecting Contractor n Inn d•.•�•. u nr .n ..we.a.ui bm�d�np uln.ylMlont tt tum toren named on spenacatronm provKlud by Ise Cornpon nCdrLa.tur «.u11ne wuord •u.lonm UI IPI and AFPA rhayer standard. No rwpon.Ibady, u uwrned tlr dimltnawnat aJ 00 Oan.nteo `odds b. •ma•.d b, o.e ranle.o•m mamrt mem and'or buad.Up deUdnN prenr to Latu:•Alion Tim buddinb d..yn.r stuW asCeMin INI IM load( ulare•1'm Inn dee-j" .,..I W e—od fire,4lamnu Impo—I by it'. 1M/I build "reg trilateral 11 r r.sumad A11. re wp Cnord l wvnm bra[ed by pu uud w rove sn.wm,nb and Ilia bottom Cnnrd n Laterally bund M a nerd sn.atmnp materW dun[tN adaCnad. unless otn.lwns• notal el'apltQ .r wrl U b.r (.lomat .upprnl 1.1 l.M,lUll•rllm rr.en.ner. adr to r.dul:etruese IIIKFIIIId I.nplil lnu Cnm„una.t .lost( not M V�� Nry •nwn.un•M fnat wa Cau.e In• rr:nNur. Ccnl.nt d IM Mood •.CMd 19%and/or Caul• Conn•otor plate Cerro.wn. Fabnul•. Nrtd1., Y1E7AL PLATE and Orate UW CONNECTED e7� e7h � �a�� 1• )I, mMWUUNO INSTAlA1N0 AND BMGNO METAL A►LATE CONNECTED WOOD Tnl1SSEaWe41J and eM69 INUSWAL 3r $I LMS (;ONVVOAIQN WOW 11x1SSES'10 N SUMMARY SALE 1' by TPI The Trin. FW.1n.IdW. RPI u kxatnd at 583 00hoew 0l", Mar""on. WI.Cat.n 37719 lb• Amer.ot:t FOreY arv• edpw w A.cl.lally IAF ,A) is ldtat•d a IWbo eortn•atcM Ave. Nor. Sid Z10. WYtt:tpl0rt. UC 10036 TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 C001003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusTm engineering software will . correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required.number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTm or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building designer. 1. EXAMPLES 2• E 90% L 90% L Please contact a Truswal engineer if there are any questio c:Vnsofflce\wi nwordlbrace-newJet :I m + 4 _ .._�„ ,� COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville,, California 95965 - Telephone (916) 538-754 PE,�iMIT (Rev.12/96) APPLICATION AND PERMIT ��� ASSESSOR PARCEL NUMBER 041-590-011 , ZONING U BUILDINGPERMIT OWNER BARRY GERMO TELEPHONE SO. FT. OCC. BUILDING VALUA ION OWNER'S MAILING ADDRESS 879 WAGONER PARADISE 95969 qT 0,000.00 CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 40 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee - 20.00 /Permit Fee-) Fee-) $ 349,50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 227-17 BUILDING ADDRESS SPRING Hill Dr. Energy Plan Checking Fee $ OROVILLE $ PERMIT FEE S596.67 LOTNO. I SUBDNISIOWSNAME, I PA$�F,{.,jA !lJJVV VVGG AP3 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SPFCTAT, INSPECTION #97-15 TRTTSS ROOF — 2 PT Gas piping system 1 - 5 outlets 15.00 Building sewer 115.00 Mobile Home I S I G I W 020.00 PERMIT FEE $ O i/G L/Z� �_G� 'r ELECTRICAL PERMIT Filing Fee 20.00 MOV OR L_S9 Main Service 20OAORLESS 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.P License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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 200AWEE TO IOooA 46.00 NEW coNsr. DWELLING Occup. NRA DNS.r. ( 3.5Qs°' s� MuiDTcou.csTLE NON-RESIDONS. C cl c 97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES @ I.50 BAL @ .SO Ex. Occu .oUTLEEDTs PLNs,6OE0. 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 MECHANICAL PERMIT Filing _Fee 20.00 Heating Cooling ,CD Hood 6.50 Ventilation PERMIT FEE $ 50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in, the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. '97of X -Z _a4_ Q�Date .S'�8= Signature of Applicant - Owner ❑Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and l'tion or co struction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection F e $ coNs . TOTAL FEE , HAZ. D. FEES IMP FLOG CD p pD HO SUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ate PERMIT EXPIRES ON (Da te t�..�► Receipt No. S�— �► / WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO G l ENROO-APPLICANT , �, -0 F 1 "1 "�, COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` -°' f 7 COUNTY CENTER DRIVE - OROVILLL-G- � �ORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATIONDATA SHEET OWNER: b R 6'r-"a /ASSESSOR PARCEL NUMBER: _57Cl — I Proposed Building se: - S Building Inspector: r D S e: (6 y6 At time of permit applica ioo;.I was advised the following data must be submitted prior to permit processing and/or issuance: N el ------------------- Date Received By El 1. All items have been submitted.------------=-------------------------------------------------- jVl\ot plans,3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ omplete plans, 3/4 sei*s, signed by the preparer of plans.----------------------------------------------------- �¢ ' ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 1K5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------- ==------------------------- ❑ 7. Statement of Intent for Non-Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ---------- -------------------------------------------------------------------------------- ❑9. anufactured Home data and inst at'o instructions including Tie Down Specifications.------------------ 1 G 16 s of $ ------ -d- --------------------------------------------------------------- /b r04, 1. Impact fees as shown on the attached schedule. ----�---jO ---------------------------- - a California Department of Forestry plan appro aUfe--- 24---e---------------- 1113. -------------- ❑13. Flood elevation certificate. ---------------------------------------------------------------------------------------- Ot%114. Sanitation and plot plan approval Health Department. ------------------------------------------- 7 9 S ❑ 15. City of Chico plumbing permit. ---------------------------------------------------- h ❑16 Plot plan and business license approval from the City of Biggs. ---------------------------------------------- . Planning approval for (A) Use: :� (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachn ent;P'ermit for driveway (construction approvaLprior to occupancy).---------------------------- '020. ------------------------=--'❑20. Pre'ection for�, Request9uest to Building Inspector on (Date) 1:12 1. Contractor's license information. (Number, Name Style, Classification).,---'----'--, ----;-------=------- `---- 022. Workers' Compensation carrier and policy number. ......... =`-------------------------------------------------- ❑23.Owner-Builder Verification (Given'to owner ❑, Mailed to owner 13) - -------------------------------------- 1124. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. --------==------------------------------------------------------------------------- ❑ - 27. Manufactured Home utility clearancef -------------------------------------------7 ---=--`------------- ❑28. Existing violations and/or expired permits- ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other:------- When you issue the pt, process as follows 11Mail to owner, ❑Mail to contractor. :!',i "?. •; Tel g 9u and hold for pickup at office. 13 Deliver with inspector. r, { Applicant: •, r(J-Q/lM�t Date: S �8 �/8 'Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollutio _ Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, they: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di ' 'on counter, by ate/ Plans reviewed by: Date: ,\ Plans approved by: Date: �0 % L ��'' •. Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. r��t $%e i.. � .l4PiFn"FCk•. iF' i✓rlrf"7 .'`i+rl,J!x'� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................- -- Additional Fees Due ............ $ -- Additional Fees Due .......... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES Jl'ft (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ....... I x $360.00 = $ 3 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) . 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE REC # DATE REC s//,C,>/ 9 6 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 A/D A4 oe DATE Original -Owner Copy -Building Div. (Rev., 12/96) (Rev.12/96)� COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICA-T-10 V AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER IV' "t CNS- J Qv TELEPHONE V % O i S� SO. FT. OCC. BUILDING VALUATION 0 0 0 O OWNER'S MAILING ORES ��jj�1 �n - p, (/'fn �/7� V 19 UL N ` 9L CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation S D 05 n ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 3 6 / T_ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ " 17,/7 BUILDING ADDRESS n A I -IJ Ni � U 2 / L/.L Energy Plan Checking Fee $ $ PERMIT FEE $ (:5—YA9 7 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF uplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 00 Water piping 15.00 Each as water heater or ven 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ O/� -7 / /57 Describe Work: �;pG�e- !2 I �NS� �� r/_11the % / ' r/z V SS Kc> ,) P� Gas piping system 1 - 5 o ets 15.00 Buildingsewer 15.00 }5-- Mobile Home I SrG I W 1 (9?20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 600V OR LESS 2o.OR LESS 23 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000ANEW 46.00 CONST. DWELLING Occup. OR ADONS. (-& ACC. BLAS. s0 3.5QFT. NEW CONS . MULTI.OUTLET NON-RESID. 97.50 a POWERAPPARATUS SINGLE Ex. Occup. O��GocruREs B0 o , 00 Ex. Occup. QFIx£OTSA PP(R 5.00 Temporary rvice 23.00 Mobile H e Facilities 20.00 Misc. iring 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ' X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. y7 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CO. TYPE TOTAL FEE $ j %C :HAZ]..Tf.FEES IMP FLOOD I COF PARCEL PO NO ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ �Ie ReceiptNo. L F Lq7 t'— 3 - M1 WHITE-D.D.S.-B.D. , CANARY-ASSE S R PINK -INSPECTOR GOLDENROD -APPLICANT C Cb , L-? I School District " r • A.P. Number Property Owner Property LocationM Subdivision r;l BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Buildingll Oro �M " Q H � � Building Department Na 90 —✓l����/ Jurisdiction: City County Lot No. Residential Development © L L No of Living Mobile Home Addition Units Installation Commercial/Industrial New Addition Building Sq. Footage (Group R) Sq. Footage Roofed Areas) Date moor rians reviewea Dy acnooi,uistnct versonnei) District Identification No. 9801 4 Ld (%/I/Z li/ WlelX_ School District certifies that (Applicant) (Street Address) (City) has complied with the requirements of Resolution No. representing ,j square feet. 1'011Z4 -T - District Representative 2 � p h'1 Paid by Check# o2h.Ltf� �Aiol� Remarks: (Phone Number) - (State) (Zip CPA / f(J by payment of $ c2 , B 2926 $ ULL MITIGATION $ } /-7 97 Date Notice: You may protest the imposition of thefeesidentified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit youfrom 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) feeformAs (2/97)dmm a) Remove and replace dry rotted and/or deteriorated material. b) Light and ventilation for each room 91 U.H.C. section 504(c) (5 square foot minimum. C) Bedroom emergency egress windows (maximum 48" height, 5 square feet, 22" wide and 22" height, unless windows are changed, then current code requirements will be required). d) Bedroom smoke detectors. e) Environmental Health approval for new location. f) Attic access and ventilation. ROOF NAILING INSPECTIONS Review the attached data (sheets 1-4) with your inspectors and make sure they understand the concepts. All items A— typically inspected, except the edge nailing into the freeze blocks. Therefore, it will be necessary to implement a roof nailing inspection on all engineered buildings and/or buildings that have been noted by plan checkers as requiring roof and shear wall inspections. The plan checkers, on future plan checks, will include a note or stamp on the plans indicating, "This building requires a roof and shear wall diaphragm inspection". It will be necessary to explain when nailing inspections are required to clerical people taking inspection request (i.e. engineered plans for shear walls and roof nailing and that plans should be so stamped). The inspectors, when out on early inspections, should try to inform builders of engineered buildings that a roof nailing and shear wall inspection is required. The inspector will verify nailing per schedule on plans at time of inspection. Then using the standard check list, Item 46 has a note, Sheathing -Roofing, which would be checked ( ) to note inspection and approval of roof sheathing with the inspectors initials next to it. Since we have not always required roof nailing inspections on engineered building in the past, this should be phased in to prevent complications. May 1995 4.1 HOUSE MOVES Building permit must be issued prior to house being moved. 1. Electric: a) Adequate service, adequate safe circuits and grounding and bonding of electrical service and interior metal piping. b) Grounding of all receptacles. C) Two (2) Kitchen appliance circuits. d) G.F.C.I. in bathrooms, exterior and kitchen receptacles within 6' of kitchen sink. 2. Plumbing: a) Vent and trap all fixtures. b) Gas appliances properly vented and installed. c) Provide required fixtures and heating. 3. Structural: a) New foundation. b) General structure - make adequate. C) Masonry chimneys - must be reinforced or removed. d) Make building weathertight. e) Attic insulation and smoke detectors as per 1991 U.B.C. 4. Other: a) Remove and replace dry rotted and/or deteriorated material. b) Light and ventilation for each room 91 U.H.C. section 504(c) (5 square foot minimum. C) Bedroom emergency egress windows (maximum 48" height, 5 square feet, 22" wide and 22" height, unless windows are changed, then current code requirements will be required). d) Bedroom smoke detectors. e) Environmental Health approval for new location. f) Attic access and ventilation. ROOF NAILING INSPECTIONS Review the attached data (sheets 1-4) with your inspectors and make sure they understand the concepts. All items A— typically inspected, except the edge nailing into the freeze blocks. Therefore, it will be necessary to implement a roof nailing inspection on all engineered buildings and/or buildings that have been noted by plan checkers as requiring roof and shear wall inspections. The plan checkers, on future plan checks, will include a note or stamp on the plans indicating, "This building requires a roof and shear wall diaphragm inspection". It will be necessary to explain when nailing inspections are required to clerical people taking inspection request (i.e. engineered plans for shear walls and roof nailing and that plans should be so stamped). The inspectors, when out on early inspections, should try to inform builders of engineered buildings that a roof nailing and shear wall inspection is required. The inspector will verify nailing per schedule on plans at time of inspection. Then using the standard check list, Item 46 has a note, Sheathing -Roofing, which would be checked ( ) to note inspection and approval of roof sheathing with the inspectors initials next to it. Since we have not always required roof nailing inspections on engineered building in the past, this should be phased in to prevent complications. May 1995 4.1 180' 160' 140' 1 logo- 9� 120' . I .. - 100' 1 80' 60' 40' 20' r " i3,4R� Cr6k"t HNNING DIVISION -BUILDING PLAN APPROVAL lase: & G! Zanc pate: _ G%/G��fr Parking:, A114- �...LanrAlm l-kv:l k._.._.. Other: Dhe /rk, /� Aq,�ee 1. Signature:�- �pr�C 01, _ ktirio�x L,E�t Gl/LFS E7�GN S/DE /�Oi9p �� a z® /0-0 lea, 12 80. qb 20' 40' = 60' '{ 80' 100' 120' 140° 160° f 71 All '24±414032, 9f 200' d Good Practi Ca • S� ,:�.:�+or�lF:cic with ;�,ecognaze inl a uni ea and 180' 160' I i 140' ioy0. q� 120' i 100' 80' i 60'_� Em sdt�f pFas and specifications M[TSTbA kept on the -job at ail times and it is unlawful to make any changes or alterations on same withc written permission from the Depsrtment of Pub egc,l so -89 FF ' Oount, of Butte. c ALL STRUCTURES AND EQUIPMENT INCLUDING A R OF ALL EASEMENTS. OVERHANGS SHALL BE C FROM THE SIDE AND A SET BACK OF �D FT. FROM i'HE NEAR PROPERTY LINES AND E SHALL BE FT, FROM THE ROAD CENTERL EXCEPTC AR OF STRUCTp.UV OVER ES AND EQUIPMENT -� FOR A 2 FT- EAVE FY p�vF1RE DEPT. EpT. of FORESTRY . D submitted ovedas sub►roved conditions ttacherte_ Jr a J y'FC?k � 6 I LJO10ON-i 20' 20' 40' 60' /Gb0 Gf�. Or (v,S/ 7"0 F/RST DJJk�7T�R .BOX ao., 4L, -"4,—q L/it•FS C)OUR PA6TMVOINP � 0 V 80' 100" 120' 140' ?.o - D q5;7 /15 .1" iz SG, 9� 160 W � r r' 1 Ll f 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. [j 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 LN/V1 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant 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. (�J 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. ] 2. The length o.f vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [Y] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. ] 1273.05 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.. 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 lI building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates ['i 1. Gate entrances shall be at least two feet wider than the roadway it serves. r -L] 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 parcels 1 acre azid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 413 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including _- chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f_:zal inspection of a building permit. Page 2 of 3 40 -s9-1/ 6 AP # PERMIT # NAME Other Requirements [ ] 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 sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 I t BUILDING DEPARTMEW A P P. Ft.,0 VFr, RICHARD GERMO / 30X50 - T-1 HIP [e'SB1 [1 -PL TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: BOT CHORD 2x4 OF -L #1&Bet. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC 0 24.00. OC. ATTACH WITH 2-16d MAILS& 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33), OR DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES IS EVERY 05-07-14 OC. W4X12(B3) E_;, W2. 5X4 0 5 r- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W5X89 W3X68 WUBa 12 WU61m W5X8ft VIL.7A'I IN na^u— NS416 W2.5X4 ft --1 5 W4x12(83) - " U60i 1 8-0-0 1 14-0-0 _Is 8-0-0 _ _1 �" 30-0-0 Over -2 Supports R-2564 W-3.5' R-2564 W-3.5' R3-1304 W-3.5' R3-1304 W-3.5". PLT TYP. High Stren th.Wave TPI -95 Design Criteria: TPI S1 ---� WARNING—TRUSSES RE41111 EXTREME CME IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND I I ACING. REFER TO 816.91 (HANDLING INSTALLING AND BRACING). PUBLISHED OT TPI (TRUSS PLATE OO INSTITUTE, 563 D-080FR10 OR.. SO1TE 200. MADISON. NI $3)19). FOR SAFETY PRACTICES PRIOR TO Q) PE DIM THESE FO/CTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED C STRUCTURAL ►ARILS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. '--' ••TMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Com) Rol III THE TRUSSESIN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND RRACTOG OF TNOSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of 105 (NATIONAL DESIGN .--. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►I. ALPINE Q CONNECTORS All NADI OF tOCA ASTM A653 GRAD &ALV. STEEL. EICt PT AS NOTED. A►PLT CONNECTONS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION COINICTORS PER DIANE RCS 160 A-1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of 040f(SSIONAL ENGINEERING e',,,�. q,,,���,�,1 N[SPDRSIBILITY SOLELY FOR THE TRUSS CORPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TRIS "'M""�s��� 828 COMPONENT FOR All PAATICULAA BUILDING IS Tot RESPONSIBILITY OF THE BUILDING OISIGNER. PER ANSI/TTI l•1995 SECTION t. +8-0-0 �,D4+yy TC LL 16.0 PSF TC DL 10.0 PSF May 19 '9B Ho. CBC DL 8.0 PSF G68005 Ew. LL 0.0 PSF OT.LD. 34.0 PSF CWII- OUR.FAC. 1.25 SPACING SEE ABOVE cc .:2 i C: Scale-.1875'/Ft REF R427--82261 DATE 05/18/98 DR W CAUSR427 98138067 CA -ENG AEB/GWH SEAN - 48791 FROM ED 7GERMO-RICHARD GERMO / 30X50 - T-2 COMN TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 OF -L $2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS-91.TABLE 7.3.3. ADDITIONAL LOADS ---(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 20 PLF at 10.41 to 20 PLF at 19.59 WSX4m verve rAwolfTCb TAIDIIT n nAns a OINENSIONSI SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** - ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC 0 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. NY AY— W3X6(A1) W3X6(Al) - P4•aa�-DA°1 . 15-0-0 I 15-0-0 J 30-0=0`Over 2-Supportsj R-1256 W-3.5" R-1256 W-3.5' r PLT TYP. Wave 7PI-95 R Desi n Criteria: TPI 51 —VARYING-- 'MOSSES REQUIRE EXTREME CARE IN FABRICATION, YAYDl IN6. SYIPP SR6. INSTALLING AND ~ M&AGING. RIFER TO HIB -91 (RAIDLIMC IMSTALLING AND DANCING). PUSLISUED BI TPI (TRUSS PLATE D INSTITUTE, SBS D'ON0FA10 DA.. SUITE 200, MADISON, VI 53719), FOR SAFETY PRACTICES PRIOR TO n PERFORMS i THESE FUNCTIONS. NILESS OTHERWISE IR0ICATEO. TOP Ctl0A0 $YALL HATE PROPERLY ATTACHED n STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 4I010 CEILING. '"IMPORTANT'" FURMISM A COP" OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE EaGIVIEAED PRODUCTS, ]MC. StlALL I0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU LLD THE TRUSSES IN CONFORMANCE YITM TPI; 0R FABIICATING. HANDLING,SMIPPI N6. 1tl3TAlL1YQ ANO BRACING OF I OSSES. THIS DESIGN CONFORMS VITH APPLICABLE PROVIS TOES OF NDS (NATIONAL DESIGN ~-�Ok� SPECIFICATION PUBLISHED By TOE AMEIICAA FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE -6 CMECTORS ARE MADE OF 906A ASTM U53 FARO GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO E4 Chu FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TN[S DESIGN. POSITION CONNECTORS PER' CRAVING 5 160 A•I. TME SEAL ON THIS ORAYIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERS NC IESPOtl510II ITT SOLELY FOR TNI TRUSS COMPONENT DESIGN fXOYN. TME SOITAB ILITY AND USE Of TY IS Batt ilk - P 951128Pto,Tna. ANSIONENTJTPI 1FOR ANY PARTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER a +8-0-0 L31et L8 z CD L Scale —.1875"/Ft REF R427--82262 DATE 05/18/98 DRW CAUSR427 98138068 CA -ENG AEB/GWH SEON - 49163 FROM ED 1 gyp yy ti TC LL 16.0 PSF �q TC DL 10.0 PSF May 19 '9 BC DL 10.0 PSF No. 0058005 Exp. &3 LL - 0.0 PSF OT.LD. 36.0 PSF OUR.FAC. 1.25 PACING 2, L31et L8 z CD L Scale —.1875"/Ft REF R427--82262 DATE 05/18/98 DRW CAUSR427 98138068 CA -ENG AEB/GWH SEON - 49163 FROM ED AP# 04J -Sqo -Dl I PER9IT* 98 -0957 RARR_y Underfloor aooeee and ventllatim per . Ow. 2i8, UBC.,.:2 /-/ '7 /oZ " of.��,C7 rl' roc W c cCLf-aoT-r�u,� r� �� � � �• q i �-- 1 i i ( I I I f I Ii i 14J i 1 , ,' , a 775 t i 1 ! I i 1 i IFL00 l% 1. 6. I i J i I i I I I I 1 ! f 1 I i 1 4 ! 1 % I I I I I 1 I i -T_ 1 I I I I 1 I I f .J-� — J99 _ I � I 1 ! BLOCK 1 LJ ( F 1 I I i 1 1 • j 1 ' LJ i rm _EJ LJ + r HORIZ BARS .VFRT BARS 0014+ S TO dIA i GY RE /oL OF WALL 4 VEiT RFiNF i i I �_�..'� I ` l — �'_ ' 1 �� uNO/S'Ulim • SOIL 1—g4 CONT. IN F0077NG ._'...._._.p r .� iZ_ I �' o.0 ' �'- F - ' IT z E Coo /oZ " of.��,C7 rl' roc W c cCLf-aoT-r�u,� r� �� � � �• q i �-- 0 GD moi. rn 000 - rn .� _ %rot17 11EIAIL-n2 ALIEIUTAIE IInJE: BEE AnAFllllCr 001N1NAl_ FI1n L11110". PI_AIES. Atli) OTIQ:n DATA IIOT GI101I11 IIEIIE. TnI)SSES REOIITRE EXTnE11E CARE IN IIAN0I.I1113, ERECTIQI•I Allo BIIAC1110REFEII TO IIII Illn-111. St:E THISOI7RCIIIIlFUJI A1911 JBhA1_ SPECIAL 1'E011AIIEIII GRACING 11111155 IITIIEnN1SE TIll)WAT!•'n. Jill' C11UIln SIIALL Ill: I.AMA1•I_Y CIIOIlnD1111 IIIPIIiipt:nLYYATIAMI OOCEI1.111G1! 611L•A711TIIfi, 13011014 co 01 g�1l.D1NQ � o d £ mm JAI 1X4 Y7 111.11-FIn 011 BETTER CONTIIIUMS LATF.IIAL IIIIAC.1111i TO BE CGUAI_LY 6PACE(l. AT1'Alal 111111 (?I lid IIATI.S. DnACIIIG I HATC-11TAL TO DE SUPPLTEO Am �AiTACIIUII AT DOW EllDH TO A 6UITAALE SUPPORT 11Y EnEGYMI011TnarrOA. nAtlY OF THE BELOW 1,E1111DIIE0IMACING TYPES HAY Of GUBST11111EIIll 2X4 'T" IMAGE. fiAllE GnADE A3 NI:n 1101OEn. ATTAC.II 111111 Ifid NAJI.S 0 4" Q.C. DIMING IIATERIAL TO BE SUPPLIED BY ERECTION COt1111AMIll. HAILSL0 6' O.C. SDIIACING 1 ATEMAQ TO HEnSUPI I IE611BYIT11 I6d EIIECTION CONIOACTOII. 2X4 -L" nnACE. SAIIE GnAOE AS IIEB IIEI•IOER. ATTACH 111TH WillIIAILS0�110CT0 r 011ACIIJU IIATEnTAL 70 BE SUPPLIED fly IPI11111A SCAB MACE SANE SIZE. GRADE AHO LEIIGTII AS WEB 10111FI1. B11L1[II NO HAILS A1ACI11G IIA7LIl1A. Il E 511QYEI1C0ICONTACT01� 1V 4 m I O O O la C7 O q p O 161 cm [.1 O O ��1lll p C7 la [a c �ALPI11 � C] Q o MUSS C1 SEE OnIGIIIAL OEUIGII Fon PnoPEYI nEltillsvol+7 -MR11111 NxIIIPnnIAIITxx'1lncn.alulu ta/vcl1. 11c.' frolL 1101 ll: It/10141611 Ms 011111101 Ilnti 1105 0111u1 /6 11[1! V(CIfl11161.11. DI 111/ fillip[ 11 s,ll0 114 1P0f6 III talt0111Y[[ 411/106111 11 M. 4tilt IY0tCI1PS Pit IUD[ of 7X.1 illi. S1111.,4u1110 Still 4411 Ln 1 fltlll U 161110, Inl ((a14cdM 11 144/11401 tf Ings{ AI• utlll out Mur 1014111 ill lilts ulflaL/111111111 o0nlCluq 111 01460.11 NL 1" 6 11.11•(. 01f ILII SI001rwi 14"1nt IIll" I"I n1041nMa 01 IPI 1 11,1. 0140111096'[ R.,pl 1.11 061,4110 vr11(S 10 Irl torp Vll 11PII1141,11E 1411 [ILl. 10 10114 lul it 141110 40011 IU /u 11 I111H 641. 4-10.1, 111"L f1 t�(.I"5111016 114 1101Iloilo-lit rill 1IA111IIIJG',it uiul o�t4lwcc lull CX,li r.ICI'q. St4 1110.11 1( IPI. 41L VIII 111140 lot 12111144111 IFIClll K04401111 0P4[IIB At Wllf'lluls. 011113 OIItINItt (1014110. lot 0011t111J11 at 1t11nt11Y /01114 1111111ff"11 t1 4111040 rL100t0 61411/1114, 4011141114r.S1 still 000PI11.1 Atli u[o 1,11610 II It 1111 __ CU ItIu4 Ilnfll L.l ►lull) 11/111161 1101 tOGtI 611{414 11111411111, I11111y1I 01,4'1 01 null 14,114+11 11 111( IA411 1101 [tial (01u4t 100. .It tt1t111141Ia1(CA N1u11 ruillll�•11411�- NI TC LL 30.0 PSF jjl F JILL? -=J2293_ TC DL j!-1 . 0 PSF (IA1C_O(i/i!R�113_ Il11C RI. 1' 0 � . P.Ir F 11m1 C 101 OC LL __0 .0_ PSF -f! Ih n P imp _ TIIT�1.11, 50-0 DIJA 1.15 _AC. Job: • TRUSS PROFILE ' TRUSS PROFILE "BUILT-IN CRIPPLES G (REMAINS IN PLANE WITH TRUSS) �96 HIP WITH FUR I -PLY (D) TYP. G (D) TYP. 115 HIP WITH FUR. I -PLY �— �14 HIP WITH FUR I -PLY #3 HIP WITH FUR I -PLY SETBACK. ��- HN2 Hip WITH FUR I -PLY �(D) (B) C I— SETBACK] - BI IIIP GIRDER MAY BE MLILTIPLEMf:MUEP. PERMANENT DIAGONAL BRACING (B) PUPLINS SPACED a 24'0.C. TYP. APPLIED TD TOPSIOE OF FLAT TOP (:CONTINUOUS 2X4) CICIP.D BY ERECTION CONTRACTOR. (D) CRIPPLES SPACED 24' O.C. TYP. ( SEE BRACING -RACT NG DL•IAIL (D) FURRING & FLAT 1C SAVE SIZE AND SPECIES AS DESIGN • NOTE: SEE ORIGINAL DESIGN FDR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HER NI HIP ( MAY BE I JACK RAFTER RIGID CONNECTION DETAIL SIMPSON 113 TIE SEE SIMPSON CATALOG C -PT FOR NAILING SPECIFICATIONS.I C=3 o C=3 o C=' C=3 I=RTRUSS 1= C=3 1� C=�c=C:D 1 7 CJC� JACK RAFTER. PERMANENT START OF TOP CHORD EXTENSION ( SLOPING TO FLAT) BI MIP, REFER TO ORIGINAL DRAWING FOR NURE INFORMATIIII • SEIBACI WITH 40" O.G• Yulau Ru ,. BUILT-IN CRIPPLES (PENAINS IN PLANE --{ m WITH TRUSS) NHIP CHORD EXTENSION 1 -PLY t,Z-C HIP WITH FUR I -PLY B4 HIPg3Illp WITH FURNIIPLYY#2 141P CHORD EXTENSION I -PLY B) (B1� NI IIIP GIRDER MAY , / DE Mt1L1IPLEMEMBER PERMANENT DIAGONAL BRACING (B) PURLINS SPACED a 24-O.C. TYP. "'�AAPPLIED TO TOPSIDE OF FLAT TOP (CONTINUDLIS 2x4) CHORD BY ERECTION CONTRACTOR (0) CRIPPLES SPACED 40' O.C. TYP. (SEE BRACING DETAIL) (D) T-I.IRPING 6 FLAT TC SAME SIZE AND SPECIES AS DESIGN, « NDTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. 13RACINC DETAIL - SECTIONOFTHE A-ASTRT TOP CIIDP.D FLAT TDP CHORD PURLINS EXTENSION (TYPICAL) (CONTINUOUS'/ (SLOPING TO FLAT) Bli BUIL vvum DING PART PDBr- A R 0 SHEATHING � E PEPMANEfIT U AGONALS FORM ORACEO BAY. REPEAT AT ALL HIP ENDS AND JACK RAFTER. AT APPP6XTMA'TELY 20' INTERVALS OR LESS THEREAFTER AND AT END BAY. (I )) LAIIERALCMUVEMENTDDr-T1IUl't CHORD. ( IFRACING ILED 10 PLYYWOODIISHEATHIING ISERSIDE OF FLAT PRESENT ONDRD END`JACKS, �IN DIAGONAL BRACING IS AND JACKS PROPERLY ATTACHED[SEEDTAIL)NT INTERVA ISSTILLPEOUIRED,) NDCSSAPY RE20S Rev 17.3v3 (( IMPORTANT *SH►l LL NOT BE.RESPONS"BLEGFOR BNIIC. DEVIAItON FRDN THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE 10 BUILD INE TRUSS IN CONFORMANCE 1611H OSTBB BY TPI. of AWI6 ALPINEIN CBNEIICEPISAS NAREO EOE"AD APPLY CCOGNECIO SE EL 10 E CHI FACESOF ON THIS TRUSS ANO UNLESS OTHERWISE LOCATED DESIGDESIGNNSTAND►RBS , POSITION ,CONNECTORS PER ORAMINIIS 170. 150 C 180A -F. COtIfoTW W/APPLICABLE PROVISIONS OF NEN C IPI. AN ENGINEER'S SEAL ON IHIS DRAWING APPLIES TO THE COM'ONENT DEPICTED HERE 111 IN OtIY, AND SHALL NOI,BE RELIED 1A UNI IN AN'9OTHER IONIAN UC a._p•1 llal55 P1 AI(. It1;1t1UlE. ARE WAR `SES EMITIOJOESIGH ARE �pRE„UIRE SEE HIB -91 BY IPI. SEE THIS ti BRACING. FIE ADDITIONAL SPEttAL PERIUNIEtII BRAWOUIRENENIS. • A � FOR UNLESS OTHERWISE INDICATCHORD BRACED WITHLMI111DRD PSF SHALL BE LAIERALLY T PROPEPI.�AIIIC/EO RIGID CEILINGOIFUW LY 17/1/911 FORDRYWALL PSF ALPINE TECHNICAL UPDATE FURNISH A COPYTRUSSERECTON r— zu APPLICATIUII. CO111RA_nOODC110 �S�pN TC LL * PSF REF R42/---' TC DIL * PSF DATE 04� • A � BC OL * PSF DRW C01102 PSF CA -ENG PBC r— zu BC LL __� !0T.LD. * PSF DUR.FAC. STANDARD JACK DETAIL c • 'SPACING 24" O.C. n DEFLECTION CRITERIA: In 1 5X3 . (L I VL LOAD) to RAFTER SI.013ES < 4: 12 - L/240 N RAFTER SLOPES > 4: 12 < 12: 12 - L/100 CEILING JOIST L/240 I) IT IS THE RESP014SIBILITY OF THE BUILDING DESIGNER AND RAFTER I •'TRUSS FAOIIICATOR TO REVIEW T11IS DRAWING PRIOR TO CUTTING \ I ( LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS � AND LOADS, CONFORM TO THE ARCHITECTURAL SPECIFICATIONS I AND FABRICATOR'S TRUSS LAYOUT. 2X4. ( BUTTE CiouN I_� TY BUILDING DEPARTMENT 1.5X3 / MAXIMUM CLEAR SPAN 2X4 DIEM -FIR STANDARD P --------...-......-..--...-•----�'l-R(:D11InF_D IF RAFTER 1.1D�r CEILING.JOIST SUIIPOFITED AT END LIVE LOAD (PSF ) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE 2X4 111 FL 2X4 SS FL 2X6 /1 FL 2X6 SS FL 0 0 0 0 0 t� 0 0 1 0 0 0 0 0 0 o . (� = (J 0 0 0 0 o ALPINE �' 0 0 TRUSS f=7 17 o C'1 (1 CI RAFTER (SLOPE 6 4:12 16 16 30 30 10 15 10 15 25% 25% 15% 15% RAFTER SLOPE > 4: 12 BUT � .?_: 12 CEILING JOIST 16 16 30 30 10 15 10 15 5 25% 25% 15% 15X 1.00 --MAX IMUM CLEM SPAN-- ---- -- 7-2-0_ 8-7-0. 7-11-0 7-5-0 0-11-.0- 0-410-_- 7_10-0•- _7 ?-6-0 0-11-0 0-5-0 - 0-0-0 - -- _ _ 9-3-0_-- 0-7-0 - _0-22-0-- -7 13-4-0 -12-6-0 10.9-0 .10-2_0- _ 12-3-0 - 11-6-0-- 10-9-0- 1 13-11-0 13-1-0 11-10-0 11-4-0_ - 12_8-0- 11-11-0 1 111=4.0 _...1 K)(IMPORTANT NI(Al.rnF ulGnrutu rinm11ro. IIr.. WARN INGIasSE3ltooulE 111111110! C SIIAII Ilno IRE It 51`01111111E ((At All( III IIA11111110. E11[CIIIMI If[11AI1a1 real 10011 IlttlGl On nest SIV; r.1111;A1IU/S, al Aur aIAGIIU. Sll 11111.01 O( Irl. So' IIII. O rAIEWIt to OunO Ile muss III Co1raWAll:t MIM Otlal Of 11'1. IWI A110111111A1 SPlclu. I'r.nNA0E111 OIUC Al►All to sgo;IonS Alit HAOt 0r low GAIV. SIM 11111410 ASIN 01111E11r IRU. 111L(SS n11rlMllst IIMIIGAI(I 1 Al/t GI • toClrl AS Iloilo. AWIf Ca Alt Cluls 10 (ACII rAC( Or CIMIIO 51"t OE I419.11,A1.1I O.IACr.II 011111 Inuit Ale WII/SS 011tldlSE IOCAIIO Oil 11113 nISIG11 POtlllal to AltACItto r111111)(111 dr.AII11116. 0011011 CaVtCIOnS roll allMllnS 110. 1}0 It IAOA•r. OESIGI SIA141Alus 11111 rIM1rUl11 AIIAtIro nlGlll Clll,n/l -- COIrOaI 1/Ar(UCAnII n11VIs1an Or 1413 C Irl. All UMllltrn'S Al,rllt IEt1111C4 INVAIE INIASII run rIK SIAL 011 IIII! OnAMn4 111111t 10 Alt r. ""hill OLPIGHO I4111 011(MAI1 4I181.ICAln(l. IV1MIIr41 A CIA -1 or 1 IN 0141. AIO SIuIE Int Sl ntllEn ural Ill Aur 011tn MAI, IIIESIGII in 11( IlKISS (10[111111 CIM1111Ar.Il9I. •.•IPI - IMM NAZI IllslI ROIL 11R ` l'Igl Illlpnal Ii Siill Orf C111CI11N1 FIRI 111111111:1MRIPIf.11110 JACK DETAIL REF R992--905 DATE 02/17 DRW CD101 CA -ENG JS =5= -- -- e=9--2— 0_3_0 - — 13-11-0 0.10_0- JACK DETAIL REF R992--905 DATE 02/17 DRW CD101 CA -ENG JS - -ro FpGE PLAN ---- coMMoN TR-1�r 1 F P�I;G�'t7 6+f LAYo1r• - ----1j —�o�•T GUio� � r E-12 W f J�+G• C -� or- N�t� 2�4 c� 2.�co.r&R SPL�c� e Nit? mn J�t4T . ® RIDGE HIP TO HIP MASTER ��jlrsa a1�• ��� . STANDARD' HIP DETAIL t r»r;FFLLOW LUMBER CO. CHICO, C'A. (918) 893-0112 rMilli - -ro FpGE PLAN ---- coMMoN TR-1�r 1 F P�I;G�'t7 6+f LAYo1r• - ----1j —�o�•T GUio� � r E-12 W f J�+G• C -� or- N�t� 2�4 c� 2.�co.r&R SPL�c� e Nit? mn J�t4T . ® RIDGE HIP TO HIP MASTER ��jlrsa a1�• ��� . STANDARD' HIP DETAIL t r»r;FFLLOW LUMBER CO. CHICO, C'A. (918) 893-0112 • (GERMO-RICHARD GERMO / 3OX50 ---T-.1 HIP (B'SB] (I -PLY]) TOP CHORD 2,4 DF -L #1 :T2 2x6 DF -L #2: BOT CHORD 2x4 DF -L #1. \ WEBS 2x4 DF -L Standard N :Lt Wedge 2x4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR.GREEN LUMBER PER NDS=91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON. HIP TRUSSES 0 24.0" OC. EXTEND . SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER: SUPPORT . o EXTENSIONSEVERY 2.00 FT. TO FLAT, TC. ATTACH 2x4,STRESS RATED LATERAL BRACING TO FLAT TC 0 24.00 OC. ATTACH WITH 2-16d z NAILS6 2x4 DIAGONAL BRACE PER HIB -91 13.2.l(FIGURE 33). OR, DETAILCD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 02-09-15 OC. Q N C7' PLT 00 CT LS7 N z �HHy ti THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY.TRUSS MFR. ROOF -OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 08-60-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. .BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R 6 R3 ARE FOR 01 CALIFORNIA HIP AND. #3 CALIFORNIA HIP RESPECTIVELY, W5X80 W3X6W3X8- W3X6ia W5X84�s, W2.5X4 ,0 >W2..5X4.s 6.25 r -16.25 W6X4 (C8) SIR NN R W4X6(Ca) - W1.5X4 0 W5X8- W2.5X4.a HS4126i W2.5X4- W5X8i;t W1.5X4 M 8UGj0��Fc0 T\�P��Fp�i OEC W6X4(C8) Is W4X6(C8)18870=0 8-0-0 1 14-0-0 I_ 8-0-0 J 30-0-0 Over 2.SUpports- R=2559 N-3.5' R-2559 W-3.5' 0.3-1189 R3-1189 Str Alp= Fz&c ` red PmdUCb. IOC. S=dkocuto. CA 95828 Ith.Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CA - 1 - - - F •WARNIRG•- TRUSSES RE001RE E[T0.EltE CART IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND REFER TO HII.91 (HANOLIRC IRSTALLIN6 AND BRACIRG). PUBLISHED B1 TIE (TRUSS PLATE Q�� TC LL 16 .0 P S F EoYEQN/ - _•�7( IBACIN6. INSTITUTE, S/3 DIONOER16 DR., SUITE 200, HAD[fON. R.1 Slf19). FOA SA/ETI PRACTICES PRIOR 10, OTNERNISE INDICA1IO, TOP CHORD SMALL HAVE ATTACHED • �P_ T C DL 10.0 P S F _•f� PIs MINING THESE FOICTIONS. UNLESS .PROPERLY STRUCTURAL PANELS, ►OTTON afIRO SHALL NAYS A PROPERLY ATTACHED RIGID CEILING. COPT Of THIS DESIGN TO THE IISTALLATION'CONTRACTOR. ALPINE ENGINEEIED '98 B C D L 10 .0 PSF '•iNP00.TANT• ►URNJSH A PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEIlAT101 F0.0M THIS Otf1GN: ANY FAILURE T0. BUILD THE TRUSS[S IH CONFORNAHCE YITS TPI: Dw FABRItATIIG. HANDLING, SHIPPING. 2RSTALLING ARD G.lB�S B C LL 0.0 PSF SRACIN6 0I 1RUS2E3. THIS DESIGN CONFORMS WITH APPLICAOIE PROVISIONS Of IDS (NATIONAL DESIGNft SPECIFICATION ?USLISWED BT THE AMERICAN FOREST AND PAPER. ASSOCIATION) AND TII. ASPIRE �� TOT. L D . 36.0 P S F CONNECTORS All HAD[ Of LOCA ASTM A6S3 60.00 6AlI. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE 0/ TINSS. AND UNLESS OTNtSNISE LOCATED ON THIP DESI6N. POS1T10N CONNECTORS PER THE SEAL 03 TIES DRAWING ItlDICA7 ES ACCEPTANCE OF PROFESSIONAL ESSINEERIN D U R .FAC . 1.25 DAAWIN6S 160 A.I. RESPONSIBILITY SOLELY FOR IN; TRUSS COMPONENT DESIGN flogs. THE SUITABILITY AND USE OF THIS OF THE ►uISD1Y6 DESIGNER. PE0. S PAC I NG S E E ABOVE COMPONENT f0R ART PARTICULAR BNILOING 1S THE RESPONSTRIIITY ANSI/TPI 1.1916 SECTION t. Scale -.1875"/Ft REF R427--18184 DATE 06/25/98 DR W CAUSR427 98176002 CA -ENG AEB/DC SEON - 55572 FROM ED 7GERMO-RICHARD GERMO / 30X50 - T-2 COMN) TOP CHORD 2z4 DF -L #1 BOT CHORD 2x6 DF -L #2 �, NEBS 2x4 OF -L Standard c+-3 ,j PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS E'------ (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) c="BC- From 20 PLF at 9.46 to 20 PLF at 20.54 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR - ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR' ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 8 BC @ 12.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. WSX4- W3X6(A1) _ W3X6(A1)- I 15-0-0 I 15-0-0 _I 30-0-0 Over 2 Supports - j R-1275 W-3.5' R-1275 W-3.5" 1- 0, +B-0-0 Desi Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale -.1875"/Ft. PLT TYP. Wave TPI -95 R n ••YARNING•• TRUSSES REOYIRE EITREIIE CARE IN FABRICATION. HAROLING, SNiPPiNG, INSTALLENG AND PLAT[ t ESSIp TC LL. 16.0 PSF REF R427--18785 GRACING. At IR TO HIP -01 (HANDLING INSTALLING AND BRACING). PUBLISHED By TPI (TRUSS INSTITUTE. SOI D'OYOFRIO DR.. SUITE 200. MADISON. YI 63719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATI ACBID NF. l� TC DL 10.0 PSF DATE 06/25/98 PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '9B STRUCTURAL IMPORTANT— /Ol1ISN A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED TO BC DL 10.0 PSF DRW CAUSR427 98176003 PRODUCTS. IBC. SCALL NOT OE RESPONSIBLE FOR ANY UTYIAT SON FROM TRIS DESIGN: ANY FAILURE BUILD iXE IRUSS[I IN CONFORMARC[ YITM TPI; OR FABRICATING. MARBLING. SHIPPING. JOSTA/l1NG AND r m B C LL 0 . 0 PSF CA -ENG A EB / D C BRACT NG OF TRUSSES. THIS DESIGN CONFORMS WITHAll APPLICABLE PROVISIONS OF NOS (NATIONAL OFSIGN SPECIFICATIONBY AND ESTBALI. TAPILT = TOT. LD. 36.0 PSF S E 0 N - 55608 STEEL`R[[CIPT(ASION) AREPMADESHED OF TOGATHE ASTM A6S3AGRAORNOTED. CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL OR Ttl1S DNAYIN1 IBOIIITEI ACCEPTANCE Of PROFESSIONAL I GINEERINU �� �' RESPONSIBILITY SOLELY FOR TX[ TRUSS CDMPOHENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS A1P FA&oR� cmd 95028 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TFI 1.1995 SECTION 2. AL C DUR .FAC SPACING . 1.2 5 • 24. 0 " FROM E D LAND DEVELOPMENT BUILDING / ENVIRONM e4AL HEALTH -PERMIT CLEARANCE Banding Permit No. OWNERS A.P. NAME: e/2 n 0 f1 2�� NUMBER: d y' PRINT LAST NAME FI T ADDRESS / LOCATION:C //)P 40A-2 e COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP. APPROVED: CONDITIONALLY APPROVED: V RESOLVE PR PRIOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP -� Z2.9 Co Ac DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING g 82 LOT / BOOK PAGE 3.3 COMPLIANCE WITH OLD SUBDIVI N LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO HE PAID TO THE BU/LD/NQ DMS/ON UNLESS OTHWWJSENOT®. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. X4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a.,/ ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply.. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of S 12. Meet the requirements of the Department of Fish.and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of S as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the PJ<arriiV Dhdsf &L _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions. of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the-Mte '-. significance and suggest appropriate mitigation measures. —21. r. 22. 23. 24. 25. 26. AIO 1NlNdOIDA 0 GNVI 31-Lng J0 A.LNn03 8661 6 1 AN a3AI3a3H LO 5/97 Ad- suite42 ount -�` LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 536-7541 FAX: (916) 538-2140 January 12, 1998 Re: Special Inspection # 97-15 A.P. # 042-070-190 Richie Construction 389 A Connors Ct. Chico, CA 95973 Dear Mr. Richie, With reference to the above subject and your request for inspection of the proposed dwelling unit to be moved from 1043 Henshaw Ave. Chico CA to an unspecified lot in Butte County, the inspection was made on 1/7/98. 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. Approval required by Planning Division for zoning requirements. 2. Septic and water supply to be approved by Health Department. 3. Structure to be installed to meet all current uniform code requirements and National Electric Code. This inspection by the County of Butte does not act as a guarantee or warranty as to the internal soundness of said addition, conversion, etc. It is now in order for you to submit four 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 obtainedrel _r to any work being done, and the above listed items completed within thirty (30) days of the date of this letter. 1 Should you have any questions concerning this matter, please contact Rod Taylor at 891-2751. Sincerely, Micael.C. 'eira, C.B.O. Ma ager, Building Inspection n Owners Name/S.I. 98-?? 2 RE: Special Inspection # q 7-1 (A. P. # 042- 0020 — /q)(D Dear 140— ai co& With reference to the above subject and your request for inspection of the proposed O"J.L4(. UA.i / I be- ttovaig at !C) 43 !d XAZS*4d w iQ•Iff__f C4J4CC) the inspection was made on A reasonable visual inspection was made without going on the roof, under the build— ing, or inthe attic and found the follo�,ing items which must be done or resolved: (1) 4Va& TO f"V-84f&A10 ii'o A'1 A,/-7('fi 41-L Cu2io/ -t- uiwWY? 1 'COD n uc �nrAs' i4noq &4PvK.aG iJc.AeYW_je- CO104- This inspection by the County of Butte does not act as a guarantee or warranty as to the internal soundness of said addition, conversion, etc. It is now in order for you to submit complete plans in triplicate with calculations to this office including plot plans, floor plans and structural details, apply for the required permits, and pay the appropriate fees. Should you have any questions concerning this matter, please contact4this office. Yours very truly, li C t Manager, Building inspection cc: %2Wo-e Yis GAAC-fvQ g CAOV /V o �/� _ e C Complaint -Date Ocher -Date - BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT ZONING Owner:RLC g4ij COA.SJ A. P. # 047-020—N b Address: 164-A Co ,',s.cafz(' Cl- Date , of Itispectiord--Lyd Tenant: N DNR— —' (f Inspector Building Location: !0U A'J-ftA�� Type of Inspection requested: 1. Housing 11 2. 11 4. Work W/O Permit. Financing 3. Change of Occupancy to / / 5. Other (specify) l iys-et A he Present use of building: A. Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or sho er : _L(4i 4. Kitchen sink: 5. Hot and cold wat r to fixtures: �v `6. Ming facilities:14 N tural light and ventilation: 8� m and space requirements: Bedroom window or door for second exit: Infestation of insects, vermin, or rodents: Connection to sewage disposal: — Connection to water supply: ,jEq- . kuubbish and garbage facilities: Stairs:(Rise, Run, headroom, 1HR, Tolerances,Handrails) i.15. Comments: B. Structural _ n 1.- Piers and footings: CUA-�-C-C 2. Floor construction: c) goisr Qom' R 3. Wall construction: d Oy7wz� 4. Ceiling and roof construction: 3 5. Fireplaces: 6. Comments: 0 G M rZ0u7- O Get C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, California 95965 Telephone: 538-7541 APPLICATION FOR SPECIAL INSPECTION• /S Owner A. P. No. 147-- 0112 SO Mailing Address 2j 4F� -14- CO It/ /1/0 C% Telephone No. J`�0 - �S3- d6 Z Applicant R�� i-�"�,yj f t! Telephone N Mailing Address Building Location I 0 �j 3 . "A VC. I hereby request a special inspection of the following -building: Dwelling (if only a portion, specify)- 0 2. Apartment House (if.only a portion, specify) Q 3. Commercial (specify present occupancy) Q 4. Other (specify) I am requesting a special inspection for the purpose of: E_�j �l Moving the building. Q 2.. Financing (specify agency) 6 3. Change of occupancy to 4. Other (specify) Case No. i 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 inspection purposes. Signature of Owner 40 Fee Paid $.160 Date Z2` 02 / `97 Receipt No. Z�� ORDER NO. BU -160876 TB DESCRIPTION .THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, CITY OF CHICO, AND IS DESCRIBED AS FOLLOWS: PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP ENTITLED, "ON LOT 21 OF THE THIRD SUBDIVISION OF THE JOHN BIDWELL RANCHO, COUNTY OF BUTTE, STATE OF CALIF.", SAID PARCEL WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 6, 1981 IN BOOK.86 OF MAPS, AT PAGE 71. EXCEPTING THEREFROM THAT PORTION DEEDED TO THE COUNTY OF BUTTE, BY DEED RECORDED AUGUST 28, 1981 IN BOOK -2653, PAGE 327, OFFICIAL RECORDS. f • �s� 39. boyo � ��% �_� 3 0 G°�65 La�aoe`� I , d 00. cl-�o— x d � P M L ,T Y d m ' a p .. d z 7 (Y) jasek F�os c<4 f cooefed Foo-[ Reck tui r� (Enc%scv) (? q Lo,/ 6 v I sh o� h Uc a a >sv/� �- 3#elll �� �� BALANCE OF FEES SSI` DATE: ���%✓ '-� LJ PERMIT:j�i>� / d � . /-, r?9 09 57) ASSESSOR PARCEL #: OWNER'S NAME: FEES: (Amount and Purpose): BALANCE OF FEES: ADDITIONAL FEES: REVISED PLAN CHECK: $ SHERIFF FEE: $ SRA $ COPIES $ URBAN AREA. FEES $ CSA 87 (North Chico Spec) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTHER $ OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ (Check one) COUNTY CITY OF BIGGS M (Check one) RESIDENTIAL V' ICOrIIMERCLAL s NOTES RESIDENTIAL 'PERMIT NO. _ U41-590-011 ._ GERMO; BARRY 05-1178 �� 101 -SPRING HILL, OROVILLE CONT: HYSMITH CONST i NEWS PRI DET GARAGE t � y 2- Y i i i 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER II Lll� D_ I 0�q_ � 0\Lrks4&ov_ II JOB FINALED (Date) 317 �o 6-1 . ' Signature J J=OK 0- Not OK • = Not Ready Applicable . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) S. Electricity-, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date • MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; 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-Connectot 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC!2, COVERS, CARPORTS, GARAGES (Plans) OK except #'s oning Requirements -Setbacks -Easements - 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 6ZF rmg.; Sills-Anchors-Studs-Rftrs-Trusses �I- ing; Nailing -Veneer -Stucco -Mesh 29-•&-'1 Roof; Shthg-Roofing 11. Eft.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date '97AZI oC Card B-1 Date Card B-1 Date POOLS (Pla s) 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. Sec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8: Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Appriable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockotits-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B 1 Date PLUMBING (Permit) OK except Its 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Date 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb- Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Date 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec_ Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit_ Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following InstldAMve 0 Yes O No/Walks D Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle_ Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Re: Building Permit # 00-1357 Expiration Date: 6-15-01 A.P.# 041-590-011 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: 1A Permit work started, but not completed. Permit may be renewed for 'h the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE _ office. Thank you for your prompt attention concerning this matter. YWrs very truly, , C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 Y Telephone (530) 538-7541 PERMIT. NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-5 0-01177IT ZONING BUILDING PERMIT OWNER BARRY GERM0 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 879 WAGONER, PARADISE CA 95969 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1 74 75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 101 SPRING DR, OROVILLES CA Energy Plan Checking Fee $ $ PERMIT FEE $ 194. 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 ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: 2ND RENEWAL OF PERMIT #98-0957 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home s G w ' 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service 20 A OR IESS 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.PSINGLE 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 workers' compensation provisions of section 3700 of the Labor Code, I shall -forthwith comply with those provisions. q�of X Date -,(J- -00 Signature of pplicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA pe mit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00So WEE200A CC NEW corer. DWELLING OCC P. 3.5QF°; OR ACC. sr. ( uBLDS EW cor M NON-RESID. C 97.50 OWER APPARATUS b OUTLET CIR. 20 °'.0° Ex. Occup. ounETORFaTUREs BAL @ .50 Ex. Occup. oFIXED „T R� o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 4 Occ CONST. TYPE TOTAL FEE $ 194-79 HAZ. D. FEES IMP ROOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code /or Resolutions to do work indicated above for which ees ave been paid. By Date PERMIT EXPIRES ON Date Receipt No. C / .�' WHITE-D.D.S.-B.D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541/ �i /PE�MIT NO. (Rev. 12/96) APPLICATION AND PERMIT v// ASSESSOR PARCEL NUMBER I ZONING BUILDING PERMIT OWNER BARRY GERMO T 876-0150 SO• Fr. OCC, BUILDING VALUATION DWNEA'S'cf7MONER, PARADISE CONTRACTOf�,R TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee ORIGINAE $ 174.75 Plan Checking Fee $ BUILDING ADD.p�S,S :MSSPRING HILL DRIVE, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 194. 7 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF Cf 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 11 Utilities ❑ Installation ❑ Other CK Describe Work: 2ND RENEWAL/98-0957 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ — ELECTRICAL PERMIT Fling Fee 20.00 Main Service eo.V OR LESS sooA oa uess 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 herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 rY P 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ 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. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUR SO ( 3.5¢FT: ORw cons . MULTI-OUTLETACc NON-R61D. BRANCH IRCUFTS @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDMRES BAL FIXED PPLNS. OR Ex. OCCLI OUTLETS ovnFrs Esso. EA 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 CONST. TYPE TOTAL FEE $ HAz. D FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON 6/17/01 (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT e. . O LOOMIS OFFICE V MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. Loomis, CA 95650 Marysville, CA 95901 Phone: (916) 652-4655 Phone: (530) 743-8855 TRUSS Fax: (916) 652-3860 Fax: (530) 743-8856 0 D si n Su mittal .Truss e Designed By: Date: Technical Representative: Bryan Wagner April 28, 2005 Bryan Wagner * All enclosed drawings are in alpha -numerical order " Client Mitchell's Building Office Phone: Office Fax: Plan/Elevation: Work Order # Floor System: 1 O Roof System: Project 1;28_x_50' Germo_" Table Mountian, Oroville, CA Site Phone: Site ,Contact: Original Submittal O Complete Revision O Partial Revision: Replaces individual drawings 0301203 O Addition: Add to Original Submittal i GAULL LI`1U UL I /\ILJ LUMBER SPECIFICATIONS: SHEATHING ON ONE FACE REO. 2X4 y2 DF -L CHORDS SHEAR Di -SIGN BY OTHERS 16-14-10 OR 20-10-10 f SF. LOAD1140 WOW rap 2x4 cu�a�� rzea 2X4 STD. DF -L STUDS 'a+ STUD" 70 MPH WIND LOADING urr swu` SI FOR CABLE ASSEMBLY GREATER THAN 5'-10' IN HEIGHT I� ADD-ON SAME 'WCA1,40 SEE CE -2. GRADE AS TOP CHORD '/41H 16d HAILS Al 12. O.C. ADD ON SPLICE TO OCCUR AT PANEL POINTS WITH VARIES CLUSTERS 2-16d NAILS OUTLOOKER DETAILS A 3- 5 I � I I f I A IIORIZ. VENT MEMBERS NOT REOUIRED 1.5-3 ONE SIDE AND (2) 14 GA 0 y" STAPLES ON OTHER SIDE Li a OR (5) 2" 16 Ca. STAPLES cc — I VARIES u' 3-5 MIN. 0 ;o I PLATE AS -5 Full BEAR NC wnu OPTIONAL CANTILEVER A. I; UP TO 48" WITH STUD Ca WAL C�'fjL UI' TO 24" O.C. UP TO 24" NO CHANGE err nr�eu FIEVEL 4AOLE END FRAIAE 2X4 DIACONAL BRACE AT CENTERLINE OR AT 16'-0" U.C. MINIMUM BRACING DETAILS — SEE STRUCTVRAL DRAWINGS FOR ADDITIONAL REOVIREMENTS CABLE E14D FRAME 16d AT 24" C BEARING CONNECTIONS ARE TI -IE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS ON THIS PACE / ARE `.SUGGESTIONS 01.10 AND ARE NOT TO BE UTILIZED WITH OU•I THE BUILDING DESIGNERS APPROVAL. SCE 7I31 HIB -91 FOR OTHER BRAT. RECOMMENDATIONS SECTI011 A Gd NAILS '4AL BRACE Al RLINE OR Al ,O.C.aA C. J1 'TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 CO01003160 . 11/14/02 Users of Truswal engineering: TX01087001 . The TrusPlusTI` engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. . In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building designer. 1. EXAMPLES 2. 90% L 90% L Please contact a Truswal engineer if there are any questio cAmsofticelwinworMbroce-n ew.let �� ROofline 3D La a�aDao p00000 S y s t el 50-0 8' x 50Germo Mitchells Building Supply Table Mountain Oroville Ca SALES REP BW DUE DATE DSGNR/CHKR BW / BW TC Live 30.00 pBf TC Dead 14.00 pBf BC Live 0.00 pBf BC Dead 8.00 pBf Total 52.00 pBf WO# : gar2432 Date : 4/27/2005 15:42 DurFac-Lbr 1..15 DurFac-Plt 1.15 O.C. Spacing 24.0 Design Spec UBC -97 #Tr/#Cfg : 26 / O Job Name: VARIES GARAGES Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.); positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). Truss ID: C1 Qty: 1 BRG ' X -LOC REACT SIZEREQ'D TC 2x4 DFL SS Plating spec • ANSI/TPI - 1995 UPLIFT REACTION(S) ' DSgn r : BW 1' 0. 1-12 1692 3.50" 1.80" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -273 lb 30.00 psf 2 27=10- 4 1692 3.50" 1.80" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -273 lb TC Dead 14.00 psf PLATE VALUES PER ICBO RESEARCH REPORT #1607. BEARING REQUIREMENTS shown are based ONLY This truss is designed using the O. C. Spaci ng 2- 0- 0 MAX DEFLECTION (span) Loaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing. UBC -97 Code. of America Standard Design Responsibilities, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' L/999 IN MEM 6-7 (LIVE) PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed = Yes 51.00 psf L= -0.25" D= -0.18" T- -0.43" Truss Location = Not End Zone Hurricane/Ocean Line = No Exp Category Bldg Length 30.00 ft, Bldg Width 50.00 = C ft TC FORCE AXL BND CSI - = Mean roof height - 12.49 ft, mph 80 1-2 -3363 0.23 0.71 0.94 2-3 -2935 0.07 0.54 0.61 . UBC Standard Occupancy, Dead Load = 12.0 psf 3-4 -2936 0.07 0.54 0.61 4-5 -3363 0.23 0.71 0.94 BC FORCE AXL END CSI 6-7 3110 0.51 0.31 0.82 7-8 2099 0.34 0.22 0.56 8-9 3110 0.51 0.31 0.82 WEB FORCE CSI WEB FORCE CSI 2-7 -672 0.15 3-8 894 0.40 3-7 894 0.39 4-8 -672 0.15 t 4-11-13 1= 0-3-13 8-08-0 0 6-06-0 0 6-0-0 8-00 8-0-0 14-0-0 20-0-0 28-0-0 t 14-0-0 14-0-0 1 2 3 4 5r R. DD -4.00 3-6 0- ' I 28-0-0 6 7 8 9 10-0 8 0 0 10.00 10-0-0 18-0-0 28-0-0 0-3-13 t 5-7-11 SHIP Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.); positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 2I1 SIO3 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: MITCHELL'S BUILDING SUPPLY This design Is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri ve_T_0301203_L00005_J 00001 . ® and done In accordance with the cunent versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. DSgn r : BW #LC = 14 WT : 144# Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that TC Live 30.00 psf Du rFacs L=1.15 P=1.15 HOMEWOOD the Wads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes mat the top chord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly noted. Bracing is for lateral or components members only to reduce buckling length. This component TC Dead 14.00 psf Rep Mb r Bnd 1.15 ®TRUSS attached. unless otherwise shown suppon shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Live 0.00 psf O. C. Spaci ng 2- 0- 0 4445 Northpark Dr. Fabricate, handle, install and brace this truss In accordance with 'JOINT DETAILS' by Truswal,'ANSUTPI 1', WTCA 1' -Wood Truss Council _ 'HANDLING BC Dead 7.00 psf , Design Spec UBC -97 Colo Springs, CO 80907 of America Standard Design Responsibilities, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' TrusPlus 6.0 Ver: T6.4.2 {HIB -91) and HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA)islocated at11111gin Street. NW, Ste 800,Washington, DC20036. TOTAL 51.00 psf DEF.Ratio: L/240 TC: L/240 Job Name: VARIES GARAGES Truss ID: CG Qty: 1 TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 This truss is designed using the BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. CBL BILK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed Yes PLATE VALUES PER IC80 RESEARCH REPORT #1607. BEARING REQUIREMENTS shown are based ONLY Truss Location Not End Zone Du rFdcs L=1.15 P=1.15 Loaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing. Hurricane/Ocean LineNo Exp Category - 30.00 ft, Bidg Width 50.00 C ft BUILDING DESIGNER MUST VERIFY GABLE LOADS! [+I gable bracing retired @ 58" intervals, PLATING BASED ON GREEN LUMBER VALUES. Bldg Length - Mean roof height - 12.49 ft, mph = 80 ® TRUSS if exposed to wind load applied to face. BC Live UBC Standard Occupancy, Dead Load 12.0 psf See "General Gable Details', C00206503S. Fabricate. handle, install and brace this Imss in accordance with 'JOINT DETAILS' by Truswal,'ANSVTPI 1', WTCA 1' -Wood Truss Council TRUSSES' BC Dead 7.00 psf 4-0-0 i2-8-0 i2-8-0 ,2-8-0 t2-9 0 3-11-0 r2-8-0 r2-8-0 t 4-0-0� 4-0-0 6-8-0 9-4-0 12-0-0 14-9-0 18-8-0 21 4-0 24-0-0 28-0-0 t 14-0-0 14-0-0 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 4r-4-4.Od 3-4 4-0-0 r2-8-0 t2-8-0 t2-8-0 2-90 4-0-0 6-8-0 9 4-0 12-0-0 14-9-0 TYPICAL PLATE: 1.5-4 2-8-0 2-8-0 4-0_ 0 21-4-0 24-0-0 28-0-0 OVER CONTINUOUS SUPPORT QROF SSI\ Jm m q�OF CAU fo SHIP t 0 4 JUIN 1004 0-3-13 Truswal Systems Plates are 20 ga. unless shown by'18"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 2I 1 vIO� WARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: MITCHELL'S BUILDING SUPPLY This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri ve_T_0301203_L00005_J 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dsg n r' BW #LC = 14 WT' 190# ' Dimenslonsare to be verified by the component manufacturer and/or building designer prior to fabdnaiton. The building designer must ascertain that TC Live 30.00 psf Du rFdcs L=1.15 P=1.15 HOMEWOOD the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top Mord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component TC Dead 14.00 psf Rep Mbr Bind 1.15 ® TRUSS shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. BC Live 0.00 psf 0. C. Spaci ng 2— 0— 0 444$ Northpark fir. 4445$pringsr Fabricate. handle, install and brace this Imss in accordance with 'JOINT DETAILS' by Truswal,'ANSVTPI 1', WTCA 1' -Wood Truss Council TRUSSES' BC Dead 7.00 psf Design Spec UBC -97 CO 80907 of America Standard Design Responsibilities. HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD Trus Plus 6.0 Ver: T6.4.2 {H19-91) and HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at O'OroMo Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 1 91h Street, NW, Ste 800, Washington, DC 20036. TOTAL 51.00 psf DEF.Ratio: L/240 TC: L/240 1� Job Name: 28'x 50' Germo Truss ID: C2 Qty: 7 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 1372 3.50" 1. SO" TC 1x4 DFL dl b Btr. BC 2.4 DFL #1 b Btr. Platin�gg sppeec ANSI/TPI - 1995 THIS OESIW IS THE CQ4POSITE RESULT OF UPLIFT REACTION(S) 2 27-10- 4 1372 3.50" 1. SO" `W�-EB 2x4 DFL STANDARD Y td-- 2x4 OFL N1 MULTIPLE LOAD CASES. Support 2 -31 lb BRG REQUIREMENTS shown are based ONLY OD the truss material at each bearing RATE VALUES PER ICBG RESEARCH REPORT #1607. + + + + + . + + + + .. + + + + IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR This trust is designed using the UBC -97 Code. g g MAX DEFLECTION (5 an) + + + + + ♦ Unrestrained horiz. LL deflection . 0.31 in. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE Bldg Enclosed .Yes, Importance Factor .1.00 L/401 MEM 9-10 (LIVE) LC 1 L= D= + . ♦ . + . ♦ . r .. + ... ♦ ♦ . r ♦ ♦ . HANGERS MUST BE RE-EVALUATED (BY OTAERS). RATING BASED ON GREEN LIMBER VALUES. Trus* Location . Not End Zone Hurricane/Ocean Line . No Ex Catego - B �Yidth -0.83' -0.90" T- -1.73" CRITICAL MEMBER FORCES: ® TRUSS noted. Bracingshow" a for lateral Supfled of oorrperwsds mornbers o^tY to reduce b Ming length. This Owphw me t sa not be placed in cry ernironnvlthat,iIIC3"themoistureeadetofthetwodtoecceed19%ardrorcausecomodorplatemmsion. Bldg Length . 28.00 ft Bidg . 8.00 ft Mean roof height 22.d9 ft, TC COMP. WR. / TENS. DUR. CSI S n owDu r L=1. IS P=1. 15 4445 Northpark Dr. . Mh 80 UBC Standard Occupancy, Dead Load . 12.6 psf 1-2 -S734 1.15 / 70 1.60 0.51 2-3 -5488 1.15 / 50 1.60 0.80 psf 0.00 psf Rep Mbr Bnd / Comp / Tens 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 3-4 -3959 1.15 / 12 1.'0 0.28 BC Dead 7.00 psf O.C.Spacing 2- 0- 0 4-5 -3959 1.15 / 12 1.60 0.28 (BCSL7-0.3).and W,% SI WAFZY SMEE-M by VVrCA and TPI. The Tris Rate Institute (TPU is located at SM Vorchio Di%e, Madison, Vutsoonsin53719. The AmericanForest and paper Association (AFPA)tslocated attitt 19th Street. NW. Ste 8001Mdshirgton DC2OD3B S-6 -5489 1.1T / 50 1.60 0.80 Bldg Code: -5735 1.15 / '0t(((1.6033 0.51 DEFL RATIO: L/240 TC: L/2 g6-7 9810 27(1.603% 4754(1u15) 0.981 10-11 / 4754(1.1S 0.81 ' ll -12 -27(1.60)/ 5526 1.15 0.98 WB COMP.(DUR.)/ TENS. (UR. CSI 2-9 -283(1.15)/ 62 1.60 0.03 3-9 / 619 1.15 0.27 3-10 -960(1.15)/ 90 1.60 0:38 4-10 / 2217 1.15 U 9 5-10 -960(1.15)/ 90 1.60 0.30 6-71 662 -283(1.15)% 1.60 0.04 B1 MOB 1.:308 R:1372 U:-310*8 2.25 1-2.25 0 8 U:,31 2 t 1388 2L 0 13-8-8 l 28-0-0 ~� 8 9 10 11 12 , t 14-0-0 14-0-0 1 2 3 F4 5 6 4.00 -4.00 5-6 6,uswaiP�ysterns ales r 2 Ppa. unless sFpvn by "18 �'N'(16.pa. b�e slid laces t a a. , poSA Pon per Joint Details Re ortP ares and ase rarne ales are sN as a ve. Shat g� ✓'ovens wit laces le 1 /30/2006 stnidura sta . WARNIN Read all notes on this sheet and give a copy ofit to the Erecting Contractor. Cust: Mitchells Building Supply This design Is for an Indhidual building oortOonerd not t"" system. h has been oared an specifications Provided M the cor ponmE manufacturer W0: Drive_T_0301203_L000OS_300001 and dare in accordance with the crosl versions M TR ad AFPA design standards. Mb nesportsibility hi BSStarted far diA915ionat 800aary. DiR1erLUaK one to be verified by the mrponer4 marxaaaurer aMls building designer prior to labriratien The building designs m v ascertain that the Ioaft D s g n r : BW p LC - 1S WT: 1580 HOMEWOOD aiiized do this design noel or erxeed the loading Imposed by the local building and the particular application The design assranes that the top choral Ls laterally braced by the roof s floor shealhi g and the boom acrd is laterally traced by a rigid sheathing material directly amen ed. unless oth-ise TC Live 20.00 psf L i ve D u r L=1.15 P=1.15 ® TRUSS noted. Bracingshow" a for lateral Supfled of oorrperwsds mornbers o^tY to reduce b Ming length. This Owphw me t sa not be placed in cry ernironnvlthat,iIIC3"themoistureeadetofthetwodtoecceed19%ardrorcausecomodorplatemmsion. TC Snow TC Dead 0. psf 00 P 14.00 S n owDu r L=1. IS P=1. 15 4445 Northpark Dr. Falxirale.handle. Install and trace Ws truss in accordance with the following scan dads:'Jolrl and rutting Detail Reports' availahie as output from Tnsval software. BC Live psf 0.00 psf Rep Mbr Bnd / Comp / Tens 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'AN ' t,VVTCA' Wood Truss TnConncilOfAnerirastandardoesignRespoisibilties.'etnLgl4c00IMPO ENTsAFETYIW40Rnwn0i,4 BC Dead 7.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (BCSL7-0.3).and W,% SI WAFZY SMEE-M by VVrCA and TPI. The Tris Rate Institute (TPU is located at SM Vorchio Di%e, Madison, Vutsoonsin53719. The AmericanForest and paper Association (AFPA)tslocated attitt 19th Street. NW. Ste 8001Mdshirgton DC2OD3B Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 0��qN (Rev. 12/96) ;� APPLICATION ANDPERMIT ASSESSOR PARCEL NUMBER 041-590-011 ZONING BUILDING PERMIT OWNER Gering, Barr TELEPHONE 876-0150 SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 879 Wagoner Paradise 40,000.00 CONTRACTOR'S NAME Orrmer TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ y .00 ARCHITECT OR ENGINEER LICENSE NO. FIIn Fee $ 20.00 Permit Fee $ 349.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 101 Serino Hill Dr. Oroville Energy Plan Checking Fee $ $ PERMIT FEE s 369.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IS 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 J] Describe Work: Permit to complete 01-1661 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LE Main Service p A OR LESS 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. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License LaVor the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWEILUNG OCCUP. sO OR ADDNS. ( a ACC. BLnS. 3.5QFT: NO"p0�,p ' MULTI -OUTLET 97.50 POWER APPARATUS 6 SINGLE OUTLET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FVTURES BAL @ .w Ex. Occup. oUTLe°s Ra16.) E 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 + 1"' 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.) d 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 �Cp/�nh/ -Utf Date �— /Z/-03 Signature of plicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavatio over 5'0" deep and demolition or construction of structures r stor' n e' t. Receipt No. 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 $ 369.50 D FEES IMP FLOOD COLSS This permit is hereby issued under the applicable provisions of the Butt County CodaDat esolutions to do work indica d ve r w ichbeen paid. ' 1 By C PERMIT EXPIRES ON I 0;ts), WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i 'I OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 /J mr7i IRev.12/96) APPLICATION AND PERMIT RCEL61BERD 20WNG BUILDING PERMIT 0.SSESSORPA�. OWNER Al j n,4 A � � � � aV5Z,E1) l �i AI A FT. CC. IN TIO bl CONSTRUCTION LENDER LENDER'S HUNG ADDRESS ARCNnECT OR ENGINEER MALM LD7 N0. I sUBDN6IDNTS NOME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New ❑ Addition ❑ el 13 utimes ❑ Describe Work- 7A,6z:z-�; J Fireplace /� 1 I - Total Valuation I$ 48 la NEW eoNs . reuuH CIRM @7.50 �� A Firing Fee $ 20.00 Permit Fee $ OUTLET OR FDrmR Z @ t.00 Ex. Occup. eAL. .so Plan Checking Fee $ Ex. Occup. p n W ESID.OEA 5.00 Energy Plan Checking Fee $ Temporary Servce 23.00 PERMIT FEE $ $ Moble Home Facilities 20.00 PLUMBING PERMIT Filing Fee 20.00 Each Tr $ 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater OTHER$ 15.00 ®rvent Gas piping system utiets 15.00 ulding s oble Home S I G W Cooling j 15.00 @20.00 Hood 6.50 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service z n01iR on tg; 23.00 Main Service tow► To IOWA 46.00 • /� NEW DONS.. DwBLNG LDS. 3.5Q7 DR ADDRS.ce F . A A. u`ns 48 la NEW eoNs . reuuH CIRM @7.50 �� A PERMIT FEE PAID $ POWER APPARATUS SMGIE OUTLEt dR OUTLET OR FDrmR Z @ t.00 Ex. Occup. eAL. .so Ex. Occup. p n W ESID.OEA 5.00 SRA$ Temporary Servce 23.00 Moble Home Facilities 20.00 Wsc. Wiring 23.00 SHERIFF $ PERMIT FEE s MECHANICAL PERMIT Filing Fee 20.00 OTHER$ Heating Cooling Hood 6.50 $ ventilation PERMIT FES S Mobile Home installation Fee $ Energy Inspection Fee $ =c CONsr. TYPE TOTAL FEE $ WP FLOOD CDF PARCEL I PD M ISSUE AMOUNT RECEIVED $ '_/C(/n (�� I I 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. DATERECEIVED By Date OWNER -BUILDER VERI]FICATION 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 in ovement : YES NO 112. I HAVE7HAVE NOT ❑ signed an application for a building permit for thero osed work - 3. P 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 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: ADDRESS: PHONE: CONTRACT'OR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAMIE ADDRESS PHONE TYPE OF WORK DATE: / — /y - V j NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 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 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 party ofrecord 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: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 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. 4ly, Mic 1'C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safely Code OVER SITE PLAN REVIEW APPLICATION Date: I,e Zy. AP# �(" ©G( Permit Number (if applicable) a, ��'9 Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: , ' R-IeLnT 6-e"� Owners Address: Telephone No.: Email: Situs Address:., 5oLue. Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home Residential Accessory Permanent Second DwellingC� ❑ Temporary Mobile Home (Aunt Minnie) �. ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site P n Stamped proved By Date 'C Page 1 of 5 �_ ff ALL ITEMS CHECKED APPLY TO THE PROPERTY 1 Parcel Is In: ti ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) 49 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) Flood Zone: X Flood Panel No.: &WyC Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------- 7---------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. a CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 2� Side c'f ' 3&1 Side Street Rear P Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. a CDF approval needed for encroachments into SRA setbacks. Page 2of5 f) 41 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area —Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map), * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: r ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: 7/ ( (`7S 1�7 Lot: Book: ET< Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑■ Page 4of5 C O F J � •� ' A 'J fl � 'N < NO 01 J O 'v r N ip V O` N O1 ID O T N N P N N O N N N J J m J N N m O N J 0 J J J J N N JNJ J J•0. �, �.p . J. �• O w °'a m ' Q r Nv ry 0 N� mmC1Trv_ NFv _ N _m6�Nt.Q V NON O1 N,,gNQO O m 0 J °o OI Q'7 CN m pm N. t..NiO N_N�Q O" N � p Q J U NN Ngti yp P. Q T N N N V N L m A m N Nn; of -C'JwN Nw3N33N3��N�fl� VIiZ�W ..2 r'30,y MW -�mn p Qp•04N0 aa."' 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Ce b: Nh07 1•A117]6 N Odor. - da1/a0> d91a9n0 a03D 91 a, ,F,1 Od !t DD027 3Ja d'/ 74 139 • ON -7937 ♦ , .- . -� ... .. - �. �`, ".. v-A��.. _�! _ r r\ .... -.mow-� �'r..`-�-w.-�.�.ln-r^t+"1���.,: '�v-r-r-+•.�-ws.til: Y"'�-./"vrY..i�v..-'�-�-•+�.�� •. _'`_.. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION (!D/— Iib) rf` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT e"CJ ASSESSOR PARCEL NUMBER 041-590-011 ZONING U BUILDING PERMIT OWNER BARRY GERMO TELEPHONE 876-0150 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 879 WAGONER PARADISE 95969 CONTRACTORS NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 174.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 101 SPRING HILL DR, OROVILLE. Energy Plan Checking Fee $ $ PERMIT FEE $ 194.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um 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: 3RD RENEWAL PERMIT 98-0957 (00-1357) 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 Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, alp d license is in full force and effect. U se Class Lic. No. OWNER -BUILDER DECLARATION I er yl affirm under penalty of perjury that I am exempt from the Contractors License aw fo ;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 ereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWETllNG OCCUP. OR ADDNS. ( a ACC. BLDS. 3.5QSO. FT. NON RES DONS. MULTI.OUTLET @7.50, POWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.BAL 20 @ 1.00 @ .50 Ex. Occup. 0� APP D,OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation 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 c7�n✓! -. J_Qit/L!/� Date 7- S `O Signature o Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in h fight. Mobile Home Installation Fee $ Energy Inspection Fee $ Gcc CONST. TYPE TOTAL FEE $ 194.75 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD I HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPI S N the applicable provisions Resolutions to do work been paid. Date ,y 0— Date rRceipt No. 60% r ITE-D.D.S.-B.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 1 bor and materials for construction of the proposed pro erty improvement: YESK NO[ ]. 2. I HAVE HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with . the. following person (fire) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 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: ADDRESS: 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: PROPERTY OWNER: R - �. SOCIAL SECURITY NUMBER: DATE: ' T S`0 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 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 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 party 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: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 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. 0 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. 0 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 'ownerbuilder" 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. Sinc'I rel ; Micha4l�C. Vieira, C.B.O...: Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION ANDPERMIT 6?9 ASSESSOR PARCEL NUMBER ZONING U BUILDING PERMIT OWNER BARRY GERMO TE%gNE0150 SO. FT. OCC. BUILDING VALUATION .OWNER'S MAIUNG ADDRESS 879 WAGONER, PARADISE CA 95969 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 174.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 101 SPRING HILL DR. OROVILLE CA Energy Plan Checking Fee $ $ PERMIT FEE S 194.75 LAT NO. n 7 SUBDNISIONSNAME PARCEL MAP 07 3.J PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF X] 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: FIRST RENEWAL OF PRMIT # 98-0957 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI WF-' @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee20.00 Main Service 200AORLESs 23.00 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.PSING License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: )�I 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 workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. > X r1 Date S -z6- %`3 Signature of pplicant - KOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionC- of structures over 3 stories in height. TO Main Service TO 46.00 200ALICENSED NEW CONST . DWELL WEE oCCUcuP. 3.5QF°; OR ADONIS. SLDTLSS. ( ACC. NEW CONST. L& ET NON.RESID. @7.50 a E OtlfLET OWERLAPPARATUCIR.S 20 p 1.00 Ex. O,ccu ourLEr OR FIXTURES a„L @ •50 Ex.t' ccu , oLITtt� pE, .) 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 FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 194.75 HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By to PERMIT EXPIRES ON Receipt No. ✓ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPE OR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION r 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 aezay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide th major labor and materials for construction of the proposed property ' rovement : YES NO 13 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:-: =: N1Ai1�E • -. ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. r. i' ' . 4. I plan to provide portions of this work, but I have hired the following person to* coot+din&6; . supervise, and provide the major work: :;.. NAME: ADDRESS: 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: PROPERTYOWNER: f-���i�,�,�ye�•�p SOCIAL SECURITY NUMBER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed oxd returned to our office before we are permitted to issue the permit. OVER a . , 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-buildee, you are the responsible parry ofjecord 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.sedous 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'litnited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner buildee' 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 carless they are performing their own work personally. Information about licensed contragprs may be obtained by contacting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" inn 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. i rely, ��1 Mic el C. Vi iia, C.B.O. M ger, Building Inspection NOTE: This Owner-Builder.Information is required by Section 19830 of the California Health and Safety Coda OVER ✓ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Atta hed Sent to B.D. / Owner Location AP# Plan Approved for: Sewage Disposal Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public Private Well 0)a=1,6044�2 14W5 nvironmental Health Specialist 8/96 Date 180 � fiPJC,l Dy%�S�o-a//-cwo . . ".,, 1 -- m egg S0 = 1'�e89�- 140' 120' I i 100' I. 80'- 60'____L 40' 20' 20' ' APPROV6 me County Environrnerdal Health Ca - Signature /Z 80. q% sc`7�r�C T� a Oe 7-0 F/,esr +� ?3oXes Ll I LIO! —J - 6296H S/PC--�z S 70 /06 y 1�,� v i 40' 60' 80' 100' 120' 140' •l BARRY GERMO 879 WAGONER PARADISE, CA 95969 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 Permit # 98-0957 Expiration Date: 06/17/00 A.P.# 041-590-011 With reference to the above subject, our records indicate that your building permit expires on the above date and our permit falls into one of the category marked below: ] Permit work started, but not completed. Permit may be renewed for '/i the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the office. Thank you for your prompt attention concerning this matter. Y,Qyrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 9A-n9S7 ASSESSOR PARCEL NUMBER ZONING U BUILDING PERMIT OWNER BARRY GERMO TE 19N_ 150 ��jj ��bb SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 879 WAGONER, PARADISE CA 95969 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuatlon S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 174.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 101 SPRING HILL DR. , OROVILLE CA Energy Plan Checking Fee S $ PERMIT FEE $ 194.75 LOT NO. 989 SUBDIVISION'S NAME PARCEL MAP 33 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF K] 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: FIRST RENEWAL OF PRMIT # 98-0957 Gas piping stem 1 - 5 outlets 15.00 —Building sewer 15.00 Mobile Home F9f G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800V OR LES Main Service 0." 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: ❑ [,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.) El 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. —k X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service tow TO 46.00 NEW CONST. DWELLING OCCUCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.5¢FT; NEW CONS MULTI.OUTLET NON RESID. H CIRCUITS 97.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL @':50 Ex. Occup. OSS q� D°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ±� PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE $ 194.75 Z D f ETOTTALFEE 0 COF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By / Date PERMIT EXPIRES ON � tl -I/Owe) provisions to do work paid. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �'-T E� May 27, 1998 Barry Germo 879 Wagoner Paradise, CA 95969 �• !;utte Couidq 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: Application and Permit Fee AP# 041-590-011 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: Permit # 98-0957 [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton 0 0 Permit Applicant: Barry Germo Permit Number: 98-0957 Assessor Parcel Number: 041-590-011 Date: 5-27-98 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Please show the location and type of water heater on the plans. 2. Please show the location and type of heating and air conditioning on the plans. 3. What are the over all dimensions of the house. 4: What type of roofing will you be using? 5. Please size exterior headers to support the trusses. 6. Provide complete foundation plans. 7. Provide complete window sizes on the floor plan (height and width). 8. Provide a structural cross - section of the house. A plan check has not been done pending the above If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Linda Sexton BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965- TELEPHONE: (916) 538-7 41 AGRICULTURAL BUILDING EXEMPTION PERMIT %fi P MIT NO. 3 Agricultural building is defined as follows: Agricultural building is a structure design and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This strudlure 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. o y - - - ZONING OWNER PHONE NO. - - OWNER'S ADDRESS '. 679 S 5- ,I. 5V-96 LOCATION OF BUILDING 0 USE OF BUILDING &o LTr'J/L UCiTJ- SI E OF STRUCTURE X ' := 2 SQ. FT. PE OF CONSTRUCTIO : WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION 7 QQQ 00 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: J� 1f"^'`i Q d 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 with the requirements in effect at that time and before occupancy. Date 1-1-17-27 Permit Fee - :$6:007Z Receipt No. C O Q Signature of Owner /9azLA& The above described AG Building is exempt rom a b 'ding permit. FL7 I ?*RC,&N ?*RP.D./ ROOF ISS Manager Building Division By Date . White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant .r LAND DEVELOPMENT Q f / BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 7r7, `7 OWNERS NAME:: �r_/r o & A.P. NUMBER:—T G 0['t— 5Q0 PRINT LAST NAME FIRST COUNTY ZONING '' `` �• <4r DESIGNATION: U FLOOD ZONE: FLOOD. MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓ 2Z'94-- ,4C DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: L/ LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: /"- DATE OF RECORDING S Z 4 8 2 LOT BOOK 99. 7 PAGE 3 COMPLIANCE WITH OLD SUBDIV ON LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBU/LD/NG DIVISION UNLESS OTHERWISE NOTED. X1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. X4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a 100 ft.'leachfield setback from S P12.1 NG SELO O 9 M 33 Pip2 LOCAT10 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. v 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ „ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355=7L`'10. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. ftymmt to be made to the Plavm09 Division. 1 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed ori a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. ' 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaer-:,�-,yist. This person would then be able to assess the site significance and suggest appropriate mitigation measures..: 21. 22. 23. —24. 25. 26. 'AI41NVU013AM dNH'1 ULM 30 AM= 1661 0 £ ddd C13A1333H LD 7/96 CAWP51 \FORMS.K\BLDGPERM.CLR ; ITI= DI Ah 7 ..... ..... 7 ........... . ..... ...... 71* 080hed Fue Safe Mquirements ft _cq)ecff18d cw ...... ...... ............. must be cornplet(I pill ..... ...... ...... ...... . ..... . ..... . ...... Plane and docurlm ft "3'starnP hillve been . W accePOG MOO&V to appkeNe Provisions of - - ----------- . ........ Callfon0a COCi6 Of RaguhftM TMe 24. Acne ptance is not appmvd to vkft4g any &POjeabIe ...... ...... ...... ODde:The Plan re*w kWAKW ft t4owing sub**: (Y/N) .. . ........ ...... r ntu ..... ..... Date cb k Signature ------------ 4x Date 7 N ....... .. ..... The 2001 CBC, cmc,'3 CPC, CEC, and 2001 California Energy Efficiency Standards as amended by Butte County apply to this project APPROVED NOTE: Butte County See the attached Wn�nmental 3- ...................................... Residential Construction a Requirements. ............. ... —&---jages PLANNING DIVIelo man 1 5'0 ture iZ1g&na aturc iFasteners for pressure -preservative treated and Use. .... ...... ...... i fire -retardant treated wood shall be hot- Par.king:,tVnd� dipped zinc coated galvanized, stainless steel silicon bronze or copper per CBC 2304.3. The -1VE Other. J builder is responsible for compliance with the Signature: W140 Proprietary hardware manufacturers specific !lot........... If requirements for corrosion -resistance. 6. CA 95948-1033,*1 U 20\V < _%MILL U11 ..... ..... . ..... . ..... ------ -77 ... ......... ..... . ..... . ........... fl ............ . ..... ........... . . ......... ... . ..... . ..... ..... . ..... ... . ........... . ..... __t ... , - . .................. . ..... P, AP LDING /i, T Number: M Assessoe.s Parcel Numb' c' le. PROVIDE FOR ALL S a FOR OFFICE.US8 ONLY ,."v 0 K 0 -PARCELS 0 ADJACENT Owner Name 1"M 1 Zoning:,,. �oo I MIT, I _� � �4 6 SIZE .(AC): Address General W It Phone No. 11 0 G ral Plan Desig" ZONING: .Sfte Location Size.: Acres GEN PLAN: ON 4.0(r USES: TContact _-NaIM, C ? . ................. 1 ..... ..... ------ ...... Swam . (4 —&-. Fk* L& Satay REVIEWED BY .......... ...... ...... .... . ..... .....CALIF. rmpril BUTTE CO. FIRE DEPT tJ AJ Acomesibility DEPT. of FORESTRY Mechanicall Other 11 OPI`011ed as,submitted Plan Revvleww M approved wit't. h conditions . ............. Principal Plan per viffarbioriL-k A* Date cb k Signature ------------ 4x Date 7 N ....... .. ..... The 2001 CBC, cmc,'3 CPC, CEC, and 2001 California Energy Efficiency Standards as amended by Butte County apply to this project APPROVED NOTE: Butte County See the attached Wn�nmental 3- ...................................... Residential Construction a Requirements. ............. ... —&---jages PLANNING DIVIelo man 1 5'0 ture iZ1g&na aturc iFasteners for pressure -preservative treated and Use. .... ...... ...... i fire -retardant treated wood shall be hot- Par.king:,tVnd� dipped zinc coated galvanized, stainless steel silicon bronze or copper per CBC 2304.3. The -1VE Other. J builder is responsible for compliance with the Signature: W140 Proprietary hardware manufacturers specific !lot........... If requirements for corrosion -resistance. 6. CA 95948-1033,*1 U 20\V < _%MILL U11 ..... ..... . ..... . ..... ------ -77 ... ......... ..... . ..... . ........... fl ............ . ..... ........... . . ......... ... . ..... . ..... ..... . ..... ... . ........... . ..... __t ... , - . .................. . ..... P, AP LDING /i, T Number: M Assessoe.s Parcel Numb' c' le. PROVIDE FOR ALL S a FOR OFFICE.US8 ONLY ,."v 0 K 0 -PARCELS 0 ADJACENT Owner Name 1"M 1 Zoning:,,. �oo I MIT, I _� � �4 6 SIZE .(AC): Address General W It Phone No. 11 0 G ral Plan Desig" ZONING: .Sfte Location Size.: Acres GEN PLAN: ON 4.0(r USES: TContact _-NaIM, C ? m 33 ) \ \ � .. � / / | �� . ! | | \ � � � � � �; /\ / / m 50'e�!���� a 26' 24' 4' 4' BWP BWP BWP 1'�5tDETAIL BRACED WALL PANEL TO BE 7/1 Gill `r L.P. SMART BOARD 8" O.C. FLOOR PLAN SCALE: 3/1 Gil= I ' -Q" 4" THICK SLAB —_ • 12n X 12" FOOTING I� APPROVED U '6X6X IOX IOREMESH Butte Countyo w xEnvirm 1/2 _ ntplHealth REBAR 2 RUNS b � O N I igna ure I/2 x 10" ANCHOR BOLTS 6 O.C. W/ 2"X2"X3/ 16" 5Q. WASHERS, 12" d FROM END5 AND JOINTS OR U5E 51MP50N MAS FOUNDATION ANCHORS. 4X 12 5EE DETAIL IA&DIN • G 5 co 16X8 SECTIONAL DOOR m B 3 1/2" X 13 1/2" X DHF- I .8E GLB wp B BUTTE COUNT 4' ' 6' 6' 20' 4' BUILDING DIViSIOt APPROVED 6' X 18' CONC. APPRON , BARRY GERMO 101 5PRINGHILL DRIVE OROVILLE; CA Je ' itchell Mitchell's Building 4 is Warehouse a P.O. goz 1038 3Gridley, CA 95948-1038 (530) 846440.9 k. OVERLAP T.P. @ CORNERS 4X 1 2 4X12 TRU55E5@24" O.C. , 20 YEAR OWEN5/CORNING DIMEN51ONACD F— SHINGLES O/ 15# FELT O/ 7/1 G" 05D 2X BLOCKING �— DBL. T.P. 2X4 TRIMMER TYP 2X4 P.T. 51 LL PLATE W/ 2" 5Q. X 3/1 G" 5TL. PLT. WASHERS @ G" O.C. 12" 2X4@ I G" O.C. FROM JOINTS AND ENDS FIN. GRADE 51DING NAILING: 5d HD GALV. 4" CORNERS, 5" JOINTS, 12 FIELD CONCRETE FOUNDATION SHEARWALU ROOF NAILING: 8d HD GALV. _G: -j 2: _ TYPICAL SECTION FRAMING SCALE: 1/4"= P-0" 2X4 @ I G" O.C. 2X4 P.T. 51LL 112"0 X 10" FDT BOLT @ G" O.C. U W/2"X2"X3/ 1 G" 5TL. PLT. WASHER a 13UTTE COUNTY a _ _BUILDING DIVISION \V z I I L ..III 4 I I 1-1 I I FI LL APPROVED #4 REBAR CV Fc= 2500 psi Jet' chell 2" M I Mitc6eu's Building Materials Warehouse 4x,.._ P.O. Boz 1038 FO U N DATION DETAIL - dley, CA 95948-1038 SCALE: III"= 1 '-0" (530) 846-4409 qA/ ® 13 4. 2X4 OUTRIGGERS @ 4' O.C. TRU55E5@24" O.C. 7/1 G" APA RATED 0513 NAILED W/8d @G:G: 12 W/ 15# FELT AND 20 YEAR O/C DIMENSIONAL COMP051TION SHINGLES( 0 O 51MP50N H I CLIP5 @ EACH TRU55 TO TOP PLATE. ROOF PLAN 5CALE: 3/1 G" = P-0" 4/12 PITCH PL�11T��P�p JUN 16 2005 BUTTE COUNTY BUILDING DIVISION, APPROVED ?,4p_ Mitchell's rials Warehouse 38 Gridley, CA 95948-1038 (530) 8464409 Li/g/C-G S FIN. GF I ^ 11 V 1 Lill FIN. GRA[ I All V I QII /`A=I F \/GAiT d RIGHT ELEVATION SCALE: 1/4"= 11_011 VATION "'D -Yv 11 _ 1 1-011 P*ding Mitchell Mitchell's Materials Warehouse Boat 1038 YNR Gridley, CA 95948-1038 (530) 8464409/Q � REAR ELEVATION SCALE: 1/4" 1'-0" ` 1 FRONT ELEVATION SCALE: 1/4"= P-0" ridley, CA 95948-1038 (530) 846-4409 y/?�/0S' i 1 41 I II fl II � DOUBLE TOP PLATE I II II / I • I \ I I I I / I• ` • 1 II I I I II I, 1 . I II Ii L I V•I I•I / I ` I II II ' ' 1• 7/ 16'1 SHEAR 05E3 PANEL ONE SIDE I II Ii Of WALL FROM BOTTOM 51LL PLATE X ; ; TO ROOF SHEATHING NAILED Gd@ G: 12. 1 I•I / \ I•I �• • I I I 1 1 I. � . I I I I LII ,\ I I II I, I I II II I I, \ I I II I, I • I II II III -W-1 I 2X4 5TU D5 @ I G" O.C. 2X4 P.T. D. F. BOTTOM PLATE 12" X 12" FOOTING 112"0 FOU N DATION BOLT5 4 EACH 112" REBAR 2 RUNS ' 4' BRACED WALL DETAIL 11211 = 1 1-0 1 1 8BUTTE D®UJVT UBLDI G ®1VjSIOIV Y Jerry Mitchell Mitchell's Building Materials Warehouse P.O. Box 1038 .:Gridley, CA 95948-1038 (530) 846-4409 Li /�/� 1 41 I II fl II � DOUBLE TOP PLATE I II II / I • I \ I I I I / I• ` • 1 II I I I II I, 1 . I II Ii L I V•I I•I / I ` I II II ' ' 1• 7/ 16'1 SHEAR 05E3 PANEL ONE SIDE I II Ii Of WALL FROM BOTTOM 51LL PLATE X ; ; TO ROOF SHEATHING NAILED Gd@ G: 12. 1 I•I / \ I•I �• • I I I 1 1 I. � . I I I I LII ,\ I I II I, I I II II I I, \ I I II I, I • I II II III -W-1 I 2X4 5TU D5 @ I G" O.C. 2X4 P.T. D. F. BOTTOM PLATE 12" X 12" FOOTING 112"0 FOU N DATION BOLT5 4 EACH 112" REBAR 2 RUNS ' 4' BRACED WALL DETAIL 11211 = 1 1-0 1 1 8BUTTE D®UJVT UBLDI G ®1VjSIOIV Y Jerry Mitchell Mitchell's Building Materials Warehouse P.O. Box 1038 .:Gridley, CA 95948-1038 (530) 846-4409 Li /�/� 46 FUCUICAL CMUT Wim 7 RU-5�S46-S 7z) Z6_ e7W6 R -S io AAW(..'!S'9!0i•Q// .......... ...... 2q 66,10E (A'JLJ71 x -149 3,4 OW6 Ju WX 0j. IT I i -d- AV 6 ' ; I ( i I I 1 , .'. i 1 i � � r . ..... . . . . . . . . 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