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061-450-014
DAY) ���►" 10J ;Jl�a . I%' T 1J �Jd�iL11VV VV 11%7jjLrr111V1V '. 'f.., 1 ..061-450-014 cony -workshop to SF; MHI and out-601ding w/o permits M.,tchell M. Medved - W�S pri.rd.,app.4 mi.W.of Oro -Quincy Hwy, 2nd dirt rd to left,No.of I;ake } Madrone �_ `L �." �': 9�� Permit ik4i66-7p6y,E(ut�i ELEC ./G�%T GAS av 9 SUPPORTf StRUCTUIRE REQ. At1--) COMPACTION - TEST REQ. NL contr: Earle %owne, Paraise47-w. Permit #4-525-76MHI �_,2GIssued contr: Holmes MH Service,Bangor -Permit #6-1-54-76B(3_n w awnings/MH) rermit #4403-78B(install deck under" existing awning/MH)r 407-90B , E t. TROTTIER, Francis "107 Eden Canyon Rd, rry Creek (shop" open deck) .,_.. _ :: moa 8 TROTTIER,- Francis 107 Eden„Canyon Rd,.Berry Cree (Nithrm for workshop) 6 5-14 ?� Permit#322-91B (1st renewa 40 0) 06- -014 01-252J. RABINO �', � I ALFRED/CASPE NICER I I 107 EDEN CANYON, B Y CR NEW ELECTRICAL SERVIC 61-45=14 100-91 :.� •`�" _ �' TROTTIER, Francis 107 Eden Canyon Rd, Berry Creek Ag Exemption Permit_;'' oree Touse tor p ants "chickens) 1 k • t a I j Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538.2140 Facsimile July 25, 2003 Alfred & Janis Rabinowitz 107 Eden Canyon Rd. Berry Creek, CA 95916 RE: Building Code Violation Location: 107 Eden Canyon Road, Berry Creek, CA AP #061-450=014 Dear Alfred and Janis Rabinowitz: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the conversion of a workshop to a single family residence, installation of a mobile home, and construction of an out -building. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the'County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have -thirty-(30) days - to voluntarily comply with the above directions or to present an acceptable plan -for abatement or corrective actions to be taken by you. Should. you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. qMan erely, el C.Vieir ger, Buildi g Inspection SR: aam cc: Assessor � Butte County _ Dept. ofDevelopment Services � Building Department . 7County Center Dr. ~' OroviUa.CA. 95965 ~ . _7 28153 % TO Eha-F BUTTE Not De . __ 4 COUNTY -~w -rd ad AJfmad&Janis Rabinov �z AUG M 4 2003 ^107EdenCanyoOFj. Bern/Cr�8h.CA 85916 DEVELOPMENT ~'St, SERVICES -'~ cant -"t rn 0N a '~"' ' .�.''nv`.-".m...."."."./° n ` `^ | ``` � 061-450-014 01-2523 RABTNOWITZ,.ALFRED/GASPER 107 EDEN CANYON ROAD, BERRY CR NEW ELEC. SERVICE t R OFFICE COPY Address M110al, ig-111115 ELECTRIC Meter By . Date�L�/��j�p� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT1+ ASSESSOR PARCEL NUMBER 061-450-014 ZONING BUILDING PERMIT OWNER RABINMTz ALFRED/CASPER JANIS TELEPHONE SO. FT. OCC. BUILDING VALUATION ,4 . OWNERS MAILING ADDRESS PO BOX 1608 OROVIUE CA 95965 CO^'NNT'RRAy'CTTRO,S NAME TELEPHONE \ 1. CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Feed, $ BUILDING ADDRESS 107 IMEN RD BER CREM Energy Plan Checking Fee` $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome C7: 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: NEW ELEMIM SERVICE I I Gas piping system 1 - 5 outlets 15.00 Building sewer ~` 15.00 Mobile Home IS G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 EOOV OR LESS Main Service ".v GR LE.. 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION �., i I hereby affirm under penalty of perjury that I am licensed under provisionslof Chapter 9 (commencingwith 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 ff r the following reason: CsY I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A NEW CONST. DWEl11NG OCCUP. DWE200ALLING OR ADONS. ( a ACC. BLDS. SO 3.5¢FT. NEW CONS MULTI.OUTLET NON•RESID. @7.50 POr APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES BAS @':005050 Ex. Occup..OUTLETS A� D,o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 43.00 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, "' forthe 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.) VI 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'J X / Q., •,I ate �Q d e� _ Signature of`Ap licant - IVOwne O Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction /of structures over 3 stories in height.(/" MECHANICAL PERMIT Filing Fee 20.00 Heating = Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Energy Inspection Fee $ specCONST OccTOTAL TYPE FE�� HA2. D. FEES IMP FLOOD CDF PARCEL pp 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. /� / PERMIT EXPIRES ON Date ReceiptNo. 12377,/4.3.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION + "' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 al No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 061-450-014 ZONING BUILDING PERMIT OWNER RABINOWITZ ALFRED/CASPER JANIS TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX.1608 OROVILLE CA 95965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 107 EDEN CANYON RD. BERRY CREEK CA Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Each Trap 7.00 Solar or heat u water heater 23.00 Water piping 15.00 Each gas water heater o ent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel 13 Utilities ❑ installation ❑ Other ] Describe Work: NEW ELECTRICAL SERVICE Gas i in stem 1 - 5 ouUe 15.00 Buildin sewer 15.00 Mobile Home I S G W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 600VOR LESS Main Service p A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in 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 r the following reason: l 1, 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 tOOOA 46.00NEW CONST. DWELUNG OCCUP. OR ADONS. ( a ACC. BLnS. SO 3.5QFT: NOµREOSIo RANCMULTI.OUTLET 97.50 POWER APPARATUS 8 SWGLE OUTLET CIR. Ex. Occu ounEToRFaruREs 20 � � � Bks 50 Ex. Occup.O� ED RESS,,6.) A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 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.) Q11 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 mply with those provisions. a Date�indicated licant - .Owner ❑ Contractor ❑ Agent HnOSHArequired for excavations over 5'0" deep and demolition or construction 3 stories in height.Date/� 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 FE 43.00 w,z. D. FEES IMP FLooD CDF PARCEL PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. 119 PERMIT EXPIRE �� `' d 'o� ate i� Receipt No. 1_2377/43.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • ' 7 County Center Drive • Oroville, California 95965 Telephone (530) 538-7541 PERt4T N0. �I (Rev.12/96) APPLICATION AND PERMIT ASSESSORPA u ZONI'10 BUILDING PERMIT TELEPHONEOWNER TELlRNE SO. FT. OCC. BUILDING VALUATION S OWNERAD 8 COMM R' NAME TELEPHO� NE Temporary cONTMCTO ADDRESS 23.00 CONSTRUCTION LENDER 20.00 LENDER'S MAIUNO ADDRESS - Fire lace Total Valuation E ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 ARCNRECT OR ENOMEEAB MAILING ADDRESS eulwMD AnoREss �� � i Permit Fee $ Plan Checking Fee b Energy Plan Checking Fee S PO S PERMIT FEE t ,OT NO. SUBDNISpN8 NAME PARCEL MAP _ PLUMBING PERMIT Fling Fee 20.00 Y USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Wat"iping 15.00 TYPE OF WORK New ❑ Addition O Remodel O ueritiea ❑ Instigation ❑ Other Q Describe Work: 1 e ��{�,{) �I �(° �(( (a,4 � `�� /(/� Co Each gas water heater or vent 15.00 Gas pipingstem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W (Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Mein Service 800V OR LESS 400A OR LESS 23.00 60 Main Service 200A TO tOOOA 48.00 NEW CONST. DWELLMO OC. SO OR ADONS. ( a ACC. stnsCUP. 3.5QFT: N MULTI -OUTLET NON-RESID. BRAWNCIRCUITS @7.50 Ex. Occup. OUTLET OR FDRURES 20 ® t.00 SAL @ S0 Ex. OCCU FU(EO APPINS. OR ounErs ESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring NST. �°� TOTAL FEE $ 3 G� 23.00 *PERMIT FEE PAIDX13 SRA _ � SHERIFF # i OTHER ; AMOVW RECEIVEp ���,�. (�] n *RECEZt ft NVMM ( 2,1 / / " TO BE PVT INTO COMPUTER PERMIT FEE $ co MECHANICAL PERMIT Fling Fee 20.00 Heatin Coolin Hood 6.50 Ventilation PERMIT FE15 $ Mobile Home Installation Fee $ Energy Inspection Fee S acs NST. �°� TOTAL FEE $ 3 G� NAZ• D. FEES IMP FLOOD CDF PARCEL PO ND 6SUE 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 .R Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile June 4, 2003 Alfred & Janis Rabinowitz PO Box 156 Berry Creek, CA 95916-0156 RE: Building Code Violation Location 107 Eden Canyon Road, Berry Creek, CA Y AP #061-450-014 - - - - Dear Alfred and Janis Rabinowitz: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the conversion of a workshop to a single family residence, installation of a mobile home, and construction of an out -building. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved.. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. r� - ing Inspection. SR: �aam cc: Assessor T . County of Butte r)Ppartment of Development Services Building Division 7 County Center Drive Oroville, CA 95965 To ° d�MOQq Not Deliverable As Unable To Forwar y Addressed O insufficient Addre O Unclaimed p Refused C No Refused - Not Known O Vacan �0 011ie i O Number O No Mail ble Receptacle All Oro 3 } + I�k4-�� .I�I;I�a:I�l°H�I' (,LI�1 I I III 1 YI:IY YYI:I�IiIY;t,1,1 LI,II I�I:I' A red & Janis Rabinowitz PO. Box 156 Berry Creek, CA 95916-0.156 - _�'�� �-��l��lI1��7'�Lt!�tt!'flit�l�i t.�f3,33 _-�tfll3ftl l3!'!{33l!11l;i3It71�:!!I�l�1.t F�f�7 t1!ld3� jII Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS'* PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile June 4, 2003 Alfred & Janis Rabinowitz PO Box 156 Berry Creek, CA 95916-0156 RE: Building Code Violation Location 107 Eden Canyon Road, Berry Creek, CA AP #061,450-014 Dear Alfred and Janis Rabinowitz: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the conversion of a workshop to a single family residence, installation ofamobile home, and construction of an out -building. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and . you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. SR: aam cc: 'Assessor ction O B.I.N. REQU Location: %(/) `% 1-1 Owner. Complaint: FOR INSPECTION Permit No. -/�ISd-(1314 — X579 -/e l el -I Kq�.P)�Stractot orTenant: A5>✓ BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. RE - Form Rough Rough SPECTION Frame/Underfloor Top Out Temp. Service Corrections Stucco Lath Gas Piping/Test Service Final :Housing b StatusStucco Brown Temp.Gas Underground rmit RenewFireplace Sewer Piping Well Circuit rify Utilit' Bond Beam Water Piping Light Niche OTHER Insulation Shower Pan Nailing Corrections Corrections Corrections READY FOR A.M. Final Final Final INSPEC.ON oil9P.M. Date: v Time: Note: &4e- Will be tmla611 Cid December 19, 2001 Mr. Alfred Rabinowitz P.O. Box 1608 Oroville CA 95965 RE: Building Code Violation 107 Eden Canyon Rd., Oroville CA 95966 AP # 061-450-014 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 r Dear: Mr. Rabinowitz: This is a courtesy notice to notify you that you arefin violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the construction of a covered deck. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherfor Chief Building Inspector SR:tp cc: Assessor r PRE-INSPETIOl� OWNER: I �t Q 630)142 - LOCATION: 2 -LOCATION: CONTRACTOR: 12& PRE-INSPETION FOR:: 16 I I P r/f I^ i i t ✓� r ✓1 nt T1.1 / n 17 o k DATE TO INSPECTOR: / - V -- Building Description: Electric: Cominercial/Usage: Residential/# of Units: Currently Occupied Abandoned/Vacant Yes No Condition of Electric Gas: WT DATE: DATE: A.P. ZONING: (-AAS FOLLOWS: e tf A +A,. ham, j BUILDING INSPECTOR'S REPORT Electric currently On Off Natural Propane None Currently On, Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Comments: ACTION RECOMMENDED: ISSUE: HOLD FOR Inspector: Date Sketch buildings on reverse and indicate location on property. BUILDING CODE VIOLATION Hwy, 2nd dirt ,rd o left,No.of Lake Madroney��% Permit #4166-7,6'�,E(utSLl ELEC. L GAS _W StiPOR StRUCtURE REQ, e) COMPACTION ,TEST REQ. D contr: Earle'Tvwne, Paradise Permit #4525-76MHI ` fr Issued 3- contr: Holmes MH Service,Bangor Per #6154 76B(3 -n w awnings/MH) -Permit #4403-78B(insta 1 deck under ` existing awning/MH) efl 61-45-14 407-90B,E TROTTIER, Francis 107 Eden Canyon Rd,�rryCreek (shop open deck) TROTTIER,77 Canyon1Rd, Berry Cr eDaF'90 / (bathrm for workshop) Permit#322-91B 6 5-14 (1st renewa 40 0) 06 - 014 01-252 RABINO IT', nom, ALFRED/CASPE NICEIm-q • a I 107 EDEN CANYON, B Y CR NEW ELECTRICAL SERVIC TROTTIER, Francis 107 Eden Canyon Rd; Berry'Creek Ag Exemption Permit green ouse or pan s& chickens) L A N D O F N A T U R A L W E A L T H A N D B E A U T Y December 19, 2001 Mr. Alfred Rabinowitz P.O. Box 1608 Oroville CA 95965 RE: Building Code Violation 107 Eden Canyon Rd., Oroville CA 95966 AP # 061-450-014 Dear: Mr. Rabinowitz: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the construction of a covered deck. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcemenfif voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (LO) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira iri this office at the address or telephone number 'listed above. Sincerely, Scott Rutherfor Chief Building Inspector SR:tp cc: Assessor B gatte, Counk L A N D O F N A T U R A L W E A L T H A N D B E A U T Y Decemlef5 2001 Mr. Alfred Rabinowitz 5250 Olive Hwy., Ste L Oroville CA 95966 RE: Building Code Violation 5250 Olive Hwy Ste L. Oroville CA 95966 AP # 061-450-014 Dear: Mr. Rabinowitz: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County. Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the construction of a covered deck. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR:tp R E C - 1 V' �, :1 cc: As DEC 12 M-1 BUTTE COUNTY BUILDING DIVISION COUN'T'Y OF BUTTE 4 RTTMDING DIVISION DEPARTMENT OF DEVELOPMENTSERVICES 7 COUNTY CENTER DRIVE OROVIL.LE, CALIFORNIA 95965-3397 �Q RETURN SERVICE REQUESTED ®�ih aFTG9 SFT zF q Mr. Alfred'Rabinowitz 5250 Olive Hwy. ,Ste L Oroville CA 95966 rI N.�^'AW'eAfYy6y,.or. � f I RUMP 95966 It�L��I�I�t�L��lt�„It���L1��16�ololJLf�IfflfJ�Jlffflt December 5, 2001 Mr. Alfred Rabinowitz 5250 Olive Hwy., Ste L Oroville CA 95966 RE: Building Code Violation 5250 Olive Hwy Ste L. Oroville CA 95966 AP # 06 541 0 014 Dear: Mr. Rabinowitz: BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the construction of a covered deck. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily'comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR:tp cc: Assessor V''7'`Oct`ober: 3Q;,2001 Mr. Alfred Rabinowitz 107 Eden Canyon Rd. Berry Creek CA 95916 RE:. Building Code Violation 5250 Olive Hwy Ste L. Oroville CA 95966 AP # 061-450-014 Dear: Mr. Rabinowitz: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the construction of a covered deck. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. ely,, Q Mich 1 Vieira Manager, Building Inspection MCV:tp cc: Assessor utte vont LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 RE:. Building Code Violation 5250 Olive Hwy Ste L. Oroville CA 95966 AP # 061-450-014 Dear: Mr. Rabinowitz: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the construction of a covered deck. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. ely,, Q Mich 1 Vieira Manager, Building Inspection MCV:tp cc: Assessor COUNTY OF BUTTE BUILDING DIVISION 11 DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED Mr. Alfred Rabinowitz 107 Eden Canyon Rd. Berry Creek CA 95916 7(1314681 qE TU,? TD FO SENDEAO ❑NpT DSLIkIERARLEAS CJ SEUNAB TEOFO cj/vAp,D ADDRE�ED � UNCLAIt 1E0 - T KNOWN Q NO SUCy STRE REFUSED Dp NOT REUAIL INT UMREI� h INSUFFICIENT ADDRESS ENVELOPE Y NOMAILRECEPTACLE �•� t�11 �lil'��lt�l�t=l l�Ilit111�11!'�'t'If'�Ii�t�l7lili����d 1"1'i'7 f't��ifJ i-11 .. � Nr Fzl it��r►t r LAND OF NATURAL WEALTH. AND BEAUTY October 30, 2001 Mr. Alfred Rabinowitz 107 Eden Canyon Rd. Berry Creek CA 95916 RE:. Building Code Violation 5250 Olive Hwy Ste L. Oroville CA 95966 AP # 061-450-014 Dear: Mr. Rabinowitz: PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the construction of a covered deck. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. ely,, Mich 1 Vieira Manager, Building Inspection MCV:tp cc: Assessor s Allain Assessor NameRABINOWITZ ALFRED Asmt ## ! Fee # 061.450.014-000 — Status ACTIVE Status Date MOO CASPER JANIS -- - -- Tax 000 NORMAL OWNERSHIP , JTRA 101 000 AddrZ 5250 OLIVE HWY ST " L"_ 1 Situs 107 EDEN CANYON RD_BCK 'Addt3 I OROVILLE _CA 95966 �� Base Dt 12!31!2000URNTME -- -. Addr4 _ - Land 47,685, AgPres (Structure 73,117] - - Etal N Fixtures Q Comments 6145001400 CONVERTED '0 Notes Growing Creating Doc# 198082509503 Date �� a ay ,i -Jj Bonds Total L&I 120,802 Current Doc# 1997836559 Date 09!30!1997 J Multi Situs Fix. RIP0 0, Killirig`Doc# $ Date , Q Flag1 MH PPU1 OJ s Flagg Asmt Desc 107 EDEN CANYON RD 11SupICnt PP 0 I Exempt _ 7,000; Zonin TM5 RC j� 9 Dwell'2=T� � Asmt PP Pen Net ' 113,802 >-Acres 10:56 NIC FO61. Tax PP Pen RIC#� -----� IJ Appeal Pending T/R,Dt } p Split Pending_jJR1C Stat -. --- - PHY TAX i HON ATT IT, I APR, PCL F t� Find��it1 - x" ��2001 �sa, 07j25J2001 3:27:21 PM -t�'�vLF_".a. cna.nrv,;x.= .�: .c•._ca �o ,«� — ...�a,� . COUNTY OF BUTTE 4 p l BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 } 7 County Center Drive - Oroville, CA - (530) 538-7541 �T CORRECTION NOTICE i OWNER PERMIT NO. r A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is r= completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. &.� z -/ i c C r c� Inspector f, 30 Z)A-Y I&7720Z 4*vcecn p6uL 1pL'�iis 538-2219. The tour is limited to th first 20 boats registered. Car show today at ,20th Street park The fourth 'annual. Custom Impalas' car show, with approxi- mately 300 cars.showing, will be held from. l0,a.m. to 4 p.m. today at Community Park off 20th Street. The hydraulic airbag competi- tion is scheduled for 1 p.m. Aztec dancers will perform and free chil- dren's activities will include two bounce houses, face painting; .race's and gift certificate give- aways. For information, call 321-1920. ;;Farm Bureau to` hole! -:summer" barbecue . GRIDLEY'-`The Butte Cou6iy iFarm Bureau will hold. its annual - 'summer barbecue June 26 at the Butte County Fairgrounds. 'The event begins with a social hour at 5:30 p.m., followed by din- ner at 6:30 p'.m. and is open to the, public. A tri -tip dinner -will 'be served and there will be raffles as well as silent and live'auctions;. '.Raffle`and'auction'proceeds' will go toward agriculture educa lion and the Butte County Farm Bureau's Gerald M. Geiger Memo- rial Scholarship. ' Dinner tickets are $15 each or $25 per couple. Kids 9212 are $10 each and under 8 are free. Raffle tickets are $5 each or 1.1 for $50. For information; or to reserve dinner or raffle tickets,'contact the Butte County Farm Bureau at 533- 1473 or visit www.butte:cfl f. com/Newslettechtm. .. . F01 . e e Berry Creek o for allegedl3 Oy ELEANOR CAMERON Staff Writer o BERRY CREEK — A • Creek' husband and wif A ,arrested by the Butte ( e sheriff's special enfor( a unit for allegedly growi Eden marijuana plants at thei Canyon Road home. • Alfred Rabinowitz; 6 ® his wife, Janis, 50, have o charged with possession :a0entrated:, cannabis; ma in. for cultivation . and possessi sale. 1• Full-grown ' ,: plants; a seedlings` t ; were reppt 'found along with hashi; e 'equipment for manufa( uring hashish. A total of 81 se( flings "were re ortedly found the residence; 17 larger • were found growing c e covered patio and- 32 ::were •found growing in,, o next to the house'. I Home Care AR m Bed couple .arrested growing pot plants- lantsThe Theremaining 64 plants were found growing both out- side and inside a trailer located Berry on the property. were According to - Sgt. Dennis. ounty Cooley, evidence. of drug sales ?ment was found,, including docu- ig 194 ments, packaging material and Eden scales. No cash was found. and The couple claimed they had been medical marijuana recomme'n- f con- . dations from the San Francisco JuanaDepartment of Public'- Health. in. for Cooley said he believes one of the two had- or has cancer; how- ow- ,arid ,.,.arid fever, ' tlieh.r:nuiriber =. of :plants �tedjy :found exceeds the Butte County 1 and 'guideline. uring : . The District Attorney's Office flings established the guideline at six nide plants . or '. one : pound .. of )lams , processed marijuana per person i the 'with a valid recommendation... slants The couple ' is being held in shed the Butte County jai l'in Oroville in lieu of. $110,000 bail. COMPLETE LINE OF NUTRENA FEED • HAY • STRAW • BABY- CHICKS • LIVESTOCK, POULTRY & BIRD FEED • PET & VET SUPPLIES t TACK '• ROPES- 4H & FFA DISCOUNTS • .WRANGLER JEANS • STETSON HATS • RANCH SUPPLY • WESTERN GIFTS O.NubemFeeds Class N1'�ryQ��r STZT$011i i.93LSI RANCH & ME, Open I Days a Week (530) gan:Satam bpm 86g-1/17 '® F on..-Sat 3247 Smith Ave. *Bigg • •'e'Horse Boarding FacrU4 &'Riding Lessons Available. • • •„ , v erv-a v ° ECC JOEEf �1®! ®� �� ©� .E� : � �`�M�^ �� Ty'\�|�� .~ '� - &��3�� �� \�� \G/ . «�22�g / \�2� �� t ƒ/ \ Page 2 a I�� � li►�� f Page 2 Page 3 Page 4 pp � �. 014 F-��g � a Page 4 7 'his L AP#061-450-014 OS -29-03 sj Page 1 n low- it ' A L AP#061-450-014 OS -29-03 sj Page 1 vx t L MAv-----T_ fli e - r L MAv-----T_ fli AP#061-450-014 OS -29-03 sj Page 2 e - r s AP#061-450-014 OS -29-03 sj Page 2 � AP#061-450-014 05 -29-03 sj Page 3 I _ r l ✓ y`; i '• rl � j � � 7 AT 1 � AP#061-450-014 05 -29-03 sj Page 3 I _ r l ✓ y`; i '• rl � j � AP#061-450-014 05 -29-03 sj Page 3 I _ r j 6NAITN0UF1 j '4 jz ii k, t =. 1 � AP#061-450-014 05 -29-03 sj Page 3 I _ 6NAITN0UF1 j '4 jz ii k, 1 � AP#061-450-014 05 -29-03 sj Page 3 llll.wjSM AP#061-450-014 OS -29-03 sj Page 4 •r ! r AP#061-450-014 OS -29-03 sj Page 4 BUTTE COUNTY DEVELOPMENT SERVICES Date: �7 A.P.#: Owner: CKA �l _5 1 �T! F%2 Zoning: ' Address: C,411/�(,9140 �d _ General Plan: ,.;• . . Location: TYPE- [ ]Building [ ]Health, [ , ]Planning Taken By: COMPLAINT: . k Caution: Yes[ ] No[ ] Permit History on File: [ ]None [ ]As follows: INSPECTOR'S REPORT Tenant: .1jo,A%S S Caspar SITZ/Address: �'o ho... lfvOgj , proi,vi,., !gl(oj'I Description of Violation: Approximate Building/Mobile Home size: Approximate Building/Mobile Home age: Under construction: Built by/for: [ ]Present owner [ ]Previous owner [ ]Occupied [ ]Vacant Has Electricity: [ ]Yes [ ]No Has Gas:[ ]Natural [ ]Propane [ ]None Has Sanitation: [ ]Yes [ ]No Obvious sewage problems? [ ]Yes [ ]No Hazards:[ ]Yes { ]No Person Contacted: Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE! Inspector: . Date: ACTION RECOMMENDED: [ ]Information Only, File [ ]Hold for Days [ ]Complaint Unfounded [ ]Other [ ]Resolved per Inspector's Report [ ]Send Letter for Compliance BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Address: Phone Number: Other Comments: .. ...... ... 3-K. 4- Inspector must draw a plot plan with. all building locations.:'.:. - i.., Additional comments from Inspector: Butte C®unty Department ofDevelopment Sei-;ices ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530);538-7541 Telephone (530) 538-2140 Facsimile July 25, 2003 Alfred & Janis Rabinowitz 107 Eden Canyon Rd. Berry Creek, CA 95916 RE: Building Code Violation Location: 107 Eden Canyon Road, Berry Creek, CA AP #061-450-014 Dear Alfred and Janis Rabinowitz: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the conversion of a workshop to a single family residence, installation of a mobile home, and construction of an out -building. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal. to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should. you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. 4ere', ich el C. Vieir Man ger, Build' g Inspection SR: aam cc: Assessor T PE 4403-78B PERMIT EXPIRES Ail OWNER Mitchell Medved 'CONTR. owner LOCATION (A.P. 62-12-33 ) W/S pri.rd., app.k mi.W.of Oro -Quincy Hwy, 2nd dirt rd. to left, N.of Lake Madrone 4L -q-KL' Temp. Power Pole Called PG&E _ Temp. Elec. Serv., Called PG&E _ Temp. Gas Serv. _ Called PG&E JOB FINALED (Date) (Signature) btucco COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS' BUILDING INSPECTION RECORD Subpanels BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows. 3rd Floor StemwalI Sidina To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Slab handicapped physically ` Conformance of ex. structure Final Appliances Gas Pip ng & Test Temp. Gas Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors btucco Final Subpanels Mesh MECHANICAL Gird. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES -----------•------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEUOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS a (NOTE: An.entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE`'' — DEPARTMENT OF PUBLIC WORKS 4 1 7 County Center Drive — Oroville, California 95965 Tel epWne: 534-4541 y APPLICATION AND PERMIT / BUILDING Owner �+d �j SQ. FT. OCC. BUILDING VALUATION Mailing Address �£ — 3 �"— iz O Telephone No. Q Contractor V w'r— I. iv Mai I i ng Address Building Address Jew. ne No. A. P. o. '� J ELECTRICAL PERMIT FILING Zoning 8 Planning FJ,4s 610V OR LESS 100 AMP OR LESS S n Fire Dept. Fire Zone OVER 600V 100 AMP OR LESS Use Permit EQA Parking P ns Parcel Declaration Parcel Ma 60' R/W Im vements P Bld . Plans Recd Parcel Ape roval Plans Approval NEW [3 ADDITION ❑ UTILITIES ❑ OTHER ❑ Single Family ❑ Duplex ❑ 11A Mobil Home 170 Others ❑ r /CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Fireplace Total Valuation !� Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service 610V OR LESS 100 AMP OR LESS Main service EA. ADD•L 100 AMP Main service OVER 600V 100 AMP OR LESS Main service EA. ADD'L 100 AMP NEW CONST. ( OR ADDNS, DWELLING OCCUP. 5i ACC, BLDGS. NEW CONSTR. Nn N.RESIo. (MULTI -OUTLET `BRANCH CIRCUITS Ex. Occup (OUTLETS OR FIXTURE. Ex. Occup.( FIXED APPLNS. OR OUTLETS (RESID,) EA Temporary service Mobile Home Facilities Misc. Wiring License No. Classification 1 am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Cooling Workmen's Compensation Insurance. $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 5.00 2.50 25.00 1.00 2.00 10.00 15.00 6.25 $3.00 FEE FEE FEE I cel � tl t at in t e per ormance o e wor or w ich this Ventilation ermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of Hood 1 1 2.00 California. $ $ Permit Fee I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X X Date Signal e�o7f Permit 7eepor Agent Receipt No.//(L/ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Land Development Fee $ TOTAL PERMIT FEE $ 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. DIRECTOR OF DUBLIC WORKS By q Date 7— 7� ���ilding` permit expires Date 7'y�' 7f NOTE:—,A.11 �'r `�� ryls f' W ,rI ►�.. ,�„� S',roll Be in a� Accorclorce '11- n , ,� _ .• -i h,,,��.•� S and of a qualify r*re-,,t Uniform Building, PlumYng & Machanical d the Na-� ionol Electi'rical C= SEPTic W ATEA This set of pians tnd specifications ^ USbe •s and it is unI wfu T1"iDr,.S On 5a1`Ia W.t'i]OU1 ;ho D(-:)..rtme nt e t Publir ' 01 .. Cojr.: / or 8111-rs+. Q f�k- E C,7 arc <<. C1,Qa..i- -—is 19 Du'; ei1iIrely CiVl (/( 4.1 VG.. •r. i...r..�J• MAhRONC- r�� OAS -4 e Cw S�Cowt;y ��t-t. L �k F �r�itUt�i' .� OckirA IC -cation of to be as per rRe- C, ^Ov INH- Y ORov\L`rm GRw4v yaRD �bo:�t GrAd�. Top rail to be in. high with i termediate rayn- s to be not over 9 in. aparf. r� t rT4i X U DI�• WC-k E'9. � �0a �o`2R07c'- _doa 5TH u �`7/ 0� o.r� :tom t'T`iL' F}_I. C. 0,2ADE iA l.>d M l N vt^itl �"4'q' ►J DYZ A 1. C.S � 2 o2r►7C�y u.9oo���'nl fle4e- S I�a:D �okf3�F •Z`�X�r� " rb p M l�h.�llv1 Dpa!�M6.S BUTTE COUNTY 3U' G±��JG DEPARTMENI APPROVED w L _ , BUTTE COUNTY `3Ul± DlNG DEPARTMENI R0VED _ MOBILEHOME SUPPORT DATA Mobilehome Mfr. fYOONFA/k) �U/� Setup Model No. 760/2� Year C� Width �--� (ft.) Length. -Expando: Size ft.x eft. t (Draw support details below) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not .on.file with the County of Butte). Sin lei,` ,1 Footings (check. one) 1. Wood either pressure treated or -Center Center Support fdn-.. grade. Support Footing Sizes Locations (in.) f;l 2. Concrete pad. x / / 3. Other,: specify M. -- -- - Supports (check one) Nno't �� 4.11 11 1. Concrete block ..��. / / 2. Concrete piers ft .din in:) (in.) 3. Steel piers 4. Other,..specify –� �a x3� Footing Sizeort C in. l in. in. (in.)(in.) i. Max. Pier Spacing ft. in. n. in. •! 3.-13 r-..... _._._: (i ) ( in) — Max. �� Overhang *If rnlocations iers are other than drawn above, BUTTE COUNTY dra , spacing, and dimensions. BUILDING DEPARTMENT APPROVE® BUTTE -COUNTY DEPARTMENT OF PUBLIC WORKS `. 7 County Center Drive, Oroville. CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: % T CISH F L L 2. Installer's name: oAlecc TO 60 A) -'i 3. Is the site currently under permit? Yes%I�/ No (If yes, furnish permit number ) OR Is the site an existing site? Yes / / No /"/ (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / / No / / , ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- % j'D Amps 6. What is the mobilehome site service rating? --------------------- ps 7. What is the mobilehome site circuit breaker rating? ------------- /�� fps 8. Is there any other electric load to be served -by the mobilehome site service? --------------------------------------------------- Yes / '/ No (If yes, identify the load and size: (d/ (Load) /S- (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- (in.).. 10. What is the type of gas service? ----------------------------- Natural /--t- LPG 11. What is the gas pipe length from meter 'or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not -required if pipe length less than 6 ft. on natural gas or less than '50 'ft .. ,.on.L'PG.) .-; • r 7'-oK /10 Q,) A -,T-,,.� - - - -_ -47_-, i t 8 &Sol zo o JKJ"mCEIVED SEP 2 91997 BUILDING DIVISION .4 v �� C,�,r/- dlo � �.�oG �fFvct o f2- Is -,f 10) 6 L AG GC- -- �vo'hJ, «.'�.�,,,, X08 - g� �-ozi7 INVESTIGATIONS ICA, 232 E. Blithedale, #200 95 OC7 9 Mill Valley, CA 94941 It Tel: (415) 381-9320 g 2 - Fax: (415) 381-9323 STATE LIC. P17716 JAMES G. CAMPBELL 9M �r F f� o S. Michael Mooney 5B Madrone Avenue Oroville CA 95966 Dear Mr. Mooney: utteount� LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVIL LE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 13 Oct 97 A request has been made to duplicate the set of plans for the residence or business name shown on the attached affidavit. The California Health and Safety Code, Section 19851, requires that written permission must be obtained from the certified, licensed or registered professional or his or her successor, if any, who signed the original documents and written permission from the original or current owner of the building. If the building is part of a common interest development, the written permission must be obtained from the board of directors or governing body of the association established to manage the common interest development, or by order of a proper court. Written permission from the certified, licensed, or registered professional shall not be unreasonably withheld as specified in Section 19851, subdivision (f) of the California Health and Safety Code. A copy of Section 19851 of the California Health and Safety Code can be found on the reverse side of this letter. Your cooperation and immediate written response to this request would be appreciated. Please send your written response, within thirty days to: Butte County Building Division #7 County Center Drive Oroville, California 95965 Sincerely, 4hael C. 4Vi�ei�ra, C.B.O. Manager, Building Division P,06- 19851 n6 - California Health and Safety Code 19851 Inspection of records; duplication of plans a. The official copy of the plans maintained by the building department of the city or county provided under Section 19850 shall be open for inspection only on the premises of the building department as a public record. The copy may not be duplicated in whole or in part except (1) with the written permission, which permission shall not be unreasonably withheld as specified in subdivision (f), of the certified, licensed or registered professional or his or her successor, if any, who signed the original documents and the written permission of the original or current owner of the building, or, if the building is part of a common interest development, with the written permission of the board of directors or governing body of the association established to manage the common interest development, or (2) by order of a proper court. b. Any building department of a city or county, which is requested to duplicate the official copy of the plans maintained by the building department, shall request written permission to do so from the certified, licensed, or registered professional, or his or her successor, if any, who signed the original documents and from (1) the original or current owner of the building or (2), directors or other governing body of the association established to manage the common interest development. C. The building department shall also furnish the form of an affidavit to be completed and signed by the person requesting to duplicate the official copy of the plans, which contains provisions stating all of the following: 1. That the copy of the plans shall only be used for the maintenance, operation, and use of the building. 2, 'Elia+ *swings_are-instn ments-of_professional service and are incomplete without the interpretation of the certified, licensed, or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of, those plans, specifications, reports, or documents where local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also approximate cause of the damage. d. The request by the building department to a licensed, registered, or certified professional may be made by the building department sending a registered letter to the licensed, registered, or certified professional requesting his or her permission to duplicate the official copy of the plans and sending with the registered letter, a copy of the affidavit furnished by the building department which has been completed and signed by the person requesting to duplicate the official copy of the plans. The registered letters shall be sent by the building department to the most recent address of the licensed, registered, or certified professional available from the California State Board of Architectural Examiners. e. The governing body of the city or county may establish a fee to be paid by any person who requests the building department of the city or county to duplicate the official copy of any plans pursuant to this section, in an amount which it determines is reasonably necessary to cover the costs of the building department pursuant to this section. f. The certified, licensed, or registered professional's refusal to permit the duplication of the plans is unreasonable if, upon request from the building department, the professional does either of the following: 1. Fails to respond to the local building department within 30 days of receipt by the professional of the request. However, if the building department determines that professional is unavailable to respond within 30 days of receipt of the request due to serious illness, travel, or other extenuating circumstances, the time period shall be extended by the building department to allow the professional adequate time to respond, as determined to be appropriate to the individual circumstance, but not to exceed 60 days. 2. Refuses to give his or her permission for the duplication of the plans after receiving the signed affidavit and registered letter specified in subdivisions (c) and (d). 19852 Fees; limitations The governing body of a county or city, including a charter city, may prescribe such fees as will pay the expenses incurred by the building department of such city or county in maintaining the official copy of the plans of buildings for which it has issued a building permit but the fees shall not exceed the amount reasonably required by the building department in maintaining the official copy of the plans of the buildings for which it has issued a building permit. The fees shall be imposed pursuant to Section 66016 of the Government Code. 19853 Exclusion of banks, financial institutions or public utilities —This cliapter shall not apply to any building containing a bank, other financial institution, or public utility. AFFIDA HT REQUESTING DUPLICATION OF PLANS (California Health and Safety Code Section 1985 1) The official copy of the building plans may not be duplicated without written permission from the certified, licensed, or registered professional, if any, who signed the plans and .the building owner. I hereby request duplicate copies of the building plans on file with the Butte County Building Division for Permit Number'- 90-407 and the building known as 107 EDEN CANYON ROAD, BERRY CREEK (Residence or Business Name) I am aware of the following three provisions of the Health and Safety. Code as follows: 1. That the copy of the plans shallonly be used for the maintenance, operation, and use of the building. 2. That drawings are instruments of professional service and are incomplete without the interpretation of the certified, licensed, or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of those plans, specifications, reports, or documents where local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also approximate cause of the damage. Current Building Owner: FRANCIS TROTTIER Design Professional of Record: MICHAEL MOONEY Signature of person requesting copies: ( REQUEST MADE BY MAIL) Printed or typed name of person requesting copies: JGC INVESTIGATIONS (JAMES G. CAMPBELL) Date: 13 OCT 97 Address: 232 E. BLITHEDALE, #200 Reason for requesting duplicated set of plans: MILL VALLEY CA 94941 RESEARCH For Building Department Use ❑ Owner Permission received - Date Sent. DateReceived- ❑ Professional Permission received - Date Sent. DateReceived- Receipt Number. Match 1996 f California Health and Safety Code 19851 Inspection of records; duplication of plans a. The official copy of the plans maintained by the building department of the city or county provided under Section 19850 shall be open for inspection only on the premises of the building department as a public record. The copy may not be duplicated in whole or in part except (1) with the written permission, which permission shall not be unreasonably withheld as specified in subdivision (0, of the certified, licensed or registered professional or his or her successor, if any, who signed the original documents and the written permission of the original or current owner of the building, or, if the building is part of a common interest development, with the written permission of the board of directors or governing body of the association established to manage the common interest development, or (2) by order of a proper court. b. Any building department of a city or county, which is requested to duplicate the official copy of the plans maintained by the building department, shall request written permission to do so from the certified, licensed, or registered professional, or his or her successor, if any, who signed the original documents and from (1) the original or current owner of the building or (2), directors or other governing body of the association established to manage the common interest development. C. The building department shall also furnish the form of an affidavit to be completed and signed by the person requesting to duplicate the official copy of the plans, which contains provisions stating all of the following: 1. That the copy of the plans shall only be used for the maintenance, operation, and use of the building. 2. That drp—ings are instniments of Professional service and are incompktumithot the interpretation of the ---certified, licensed, or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of, those plans, specifications, reports, or documents where local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also approximate cause of the damage. d. The request by the building department to a licensed, registered, or certified professional may be made by the building department sending a registered letter to the licensed, registered, or certified professional requesting his or her permission to duplicate the official copy of the plans and sending with the registered letter, a copy of the affidavit furnished by the building department which has been completed and signed by the person requesting to duplicate the official copy of the plans. The registered letters shall be sent by the building department to the most recent address of the licensed, registered, or certified professional available from the California State Board of Architectural Examiners. e. The governing body of the city or county may establish a fee to be paid by any person who requests the building department of the city or county to duplicate the official copy of any plans pursuant to this section, in an amount which it determines is reasonably necessary to cover the costs of the building department pursuant to this section. f. The certified, licensed, or registered professional's refusal to permit the duplication of the plans is unreasonable if, upon request from the building department, the professional does either of the following: 1. Fails to respond to the local building department within 30 days of receipt by the professional of the request. However, if the building department determines that professional is unavailable to respond within 30 days of receipt of the request due to serious illness, travel, or other extenuating circumstances, the time period shall be extended by the building department to allow the professional adequate time to respond, as determined to be appropriate to the individual circumstance, but not to exceed 60 days. 2. Refuses to give his or her permission for the duplication of the plans after receiving the signed affidavit and registered letter specified in subdivisions (c) and (d). 19852 Fees; limitations The governing body of a county or city, including a charter city, may prescribe such fees as will pay the expenses incurred by the building department of such city or county in maintaining the official copy of the plans of buildings for which it has issued a building permit, but the fees shall not exceed the amount reasonably required by the building department in maintaining the official copy of the plans of the buildings for which it has issued a building permit. The fees shall be imposed pursuant to Section 66016 of the Government Code. 19853 Exclusion of banks, financial institutions or public utilities _ This chapter shall not apply -to any building containing a bank; other financial institution, or public utility. I.z utte ount -42 L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 October 13, 1997 JGC Investigations 232 E. Blithedale Ave., Suite 200 Mill Valley, CA 94941 Re: Request For Records: 107 Eden Canyon Rd., Berry Creek A.P. # 061-450-014 582 Eden Canyon Rd., Berry Creek 061-450-015 611 Eden Canyon Rd., Berry Creek 065-450-016 ,Dear Mr. Campbell, We have provided the enclosed copies as requested in your letter dated September.26, 1997. All plans associated with the above mentioned address's were prepared by a an engineer licensed to practice in the State of California, and will require the completion and return to us of the enclosed "affidavit requesting duplication of plans." We have also requested written permission to copy the plans from the engineer who signed the original documents, and will assist you in obtaining copies when we have the required consent. Copy and mailing costs total $69.00, which will be the amount of your check # 03463. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira at the address or phone number listed above. Sincerely, Scott Rutherford .Supervisor, Building Inspection 1 -�i..:wi=,+'"'!"'°rir'�`.'f:{#r,'it�s+a"ki^n'ro3�•s4 ,�d ` 4.i`�.r{{�`v4`•`i?"e'! COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ° COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number l��-=> 7/ for the following location: ilei 2 Owner /l/1 A') ,4 1 `-Owner's Address I Y 2. 23 /= t "Mobilehome Mfg. ray ir�i. , / %�n .�/r Model Year S22�— Insignia No. // - // Serial No.2 It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date -74 B y , THIS CERTIFICATE IS VOID WHENMOBILEHOME IS RELOCATED PEFyWIT NO. 4166-76P,E PERMIT EXPIRES OWNER Mitchell M. Medved ' ICONTR. owner LOCATION (A.P: 62-12-33 W/S pri.rd.,app.k.mi.W.of Oro -Quincy Hwy, 2nd dirt.rd.,to left, N.of Lake Madrone Temp. Power Pol Called PG& Temp. Elec. erv.� 7 L Called G&E f' IG�Lo Temp. G s Serv. Ca ed PG&E F ALED e5' 71 (Date) a (Sig t re) (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback — Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab f Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Slab r physically handicae Conformancdde.of ex. structure Final Appliances Gas Piping & Test Temp. Gas Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough —� Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatina Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) ;t RESIDENTIAL JM Y . 61-45-14 407-90B,E TROTTIER, Francis 107 Eden Canyon Rd, Berry Creek v (shop open deck) 7 4o 6 M-7 MAD t2bw i� . V y • ��o � /acv OFFICE COPY Address G Meter By ELECTRIC Date Meter By Date z JOB FINALED (Date) Signature . d t• W COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico —.Phone: 891-2751 . 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307' ,CORRECTION NOTICE'- ER OTICE.: ER 7 - �'O PERMIT NO. A routire inspection indicates that the following violations of County Ordinance exist a: the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date_ �� �� Inspector � _,,. ,ter-i..� t.n .4`"�+.....-a.•rr'yr,�'^ �y--v.:...-e:.:��r•. P'W _�''r.. `_•`^',1...''"f.. _'VW COUNTY COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center. Drive, Orovi Ile — Phone` 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 •CORRECTION NOTICE i(Ot ER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to.this mat or need additional explanation, please contact this office immediately. Dateio Inspector S Dateio Inspector t COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ; 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916.) 538-7541 747=Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERLIFT O- A routine inspection indicates that the following violations of Butte County Ordueances eristat the above address and should be corrected. Please notify this office when correction of term is complete �1.�yhave any questions pertaining to this matter, or need additionalexplanatiart,please cont office immediately. e� P � � ti � V N Date Inspector REV -11/31 'J OK O = Not OK = Not Applicg6le = Nqt #ieady RESIDEN AL f(Sin§le & ,Duplex) )ate AMING (Continued) a rs-Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng. fn 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. q6rade Fire Protection Framing Pr perty Line Firewall & Openings 52"Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. S 'rs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55.•Siding-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic, 58. Shear Walls; Nailing -Bolts u9. Insulation -Walls -Ceilings "C" 60. Infiltration -Walls -Windows Date UND FLOOR (Plans OK except It's 41"Zo cks-Easements-Flood-Slope g., Main'Soils-Elec. - " Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab -Steel -Wrapped iers-Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pie ums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date $ Incard B-� Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except H's 79. 16. Water Htr.; Vent -Access -Combustion Air -Baffle vy ater Pipe; Test & Anchor -Nail Protection _ rte-17VV._V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card 1371 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL Permit OK except If's Fixture & Transformer Clearance -Ins. Protection 82!ETec. eceptacles Spacing -Lights & Switches at Doors 4 e Boxes & No. of Conductors -Stapled Ro ex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water '721, 2 Appir nce Circuts in Kitchen & Conductor Size/GFI Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al Range . / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. nsulated Neutral ❑ Yes No rvice-Riser Conductors & Ground -Main Disconnect p. Clearances Panels-Motors-Mech. Equip. othes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'S RA 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G (Plans) OK except N's Si roper Material & Anchors . W s Studs -Nailing, Spacing & Bracing -Plates -Sound Bea ' g Walls over Girders & Floor Nailing 42wraft Stop in Walls (rat proof) 43. Stops; Furred Ceilings -Stairs -Chases -Tub . Headers & Beam -Size & Bearing Date Card B-1 Date Card B-1 Date U CJD Card B- Date Card B-1 Date FINAL Plans OK except It's Ext. Steps -Door & Sidelight Protection -Landings a2�mok�lletector urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection x, ittg� : & Bath Fixtures & Tub Access -Spa EI . Trim & Subpanel; Breaker Sizes & Labels Stair -Rails ireplace or Stove; Clearances -Hearth 6 lec. Outlets at Wood Panel; Int. & Ext. ce; Grnd.-Air Gap -Cooking Clearance 71. s eceptacles at Kit. Counter 2 Gatag= c .o [1cDr; Swing -Landing -Closer 74 -, ,euc m Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection U&.-Prb ETec. & Mech. Equip. Listed for Location _acles in Garage; (G.F.I.)-Romex Protection ai n -Foam- ooked in Attic 0 Yes Guard Rails & Deck Construction -Post Caps . dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ YY s- o; Walks ❑ Yes F]-pf ; Planters 0 Yes 4--1No t79R--3toc�wn -Finis h t, Electrical, Plumbing nts Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openin ater W II; Disconnect, Electrical, Plumbing 8 erior Iec.;Trim; G.F.I. Receptacle -Underground :8 ntil tion Throughout House lass piatei5tion orrections from Previous Inspections as Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 9erhy-6empliance Certificate -Other Certificates Date, `/09Z_.Card B-1_- Date Card B -1 - Date �Z.3Lg yard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) J=OK O = Not OK ' = Not Readyable M O S I LE .HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ 1'11t./ ft./ /"LPG 7. 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 -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy D e Card B-1 Date Card B-1 e Card B-1 Date Card B-1 9 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors Shthg.-Rfg -Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-hoofing 11. Ext.; Steps -Doors -Landings 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS IT NO. 7 County Center Drive - Oroville, C3lifornia•95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT Y ! ( V ASSESSOR PARCEL NUMBER _14 ZONING TMq Pr BUILDING PERMIT OWNER Francis Trottier _ TELEPHONE 589-3829 SQ. FT. OCC. BUILDING VALUATION --y 1764 Z4,0190.uu OWNER'S MAILING ADDRESS P.O. Box 415 Berry Creek 9 916 288 open 1,440.00 CONTRACTOR'S NAME owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace 1 ,30.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 27,06.00 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' 92.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 107 Eden Canyon Rd. Permit fee $ 286.00 PLUMBING PERMIT Filing Fee 10.00 Berry Creek Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME IP4 E10— Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Shop SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 , Mobile Home S I G I W 10.00e TYPE OF WORK New® Addition[-Remodel[:]Utilities[:]Installation❑ Other E] Describe work: 28x40 & Open Deck _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BOOV OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW perjury Y ( ). � 1 declare under penaltyof check one ® I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. �hn2h() Classification B ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.5i OR ACDNS. ACC. SLOGS. ( 2/2¢sgft 44.10 NEW CONSTR MULTI -OUTLET NON-RESID BRANCH CIRCUITS) 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. ' Ex. Occup(OUTLETS OR FIXTURES 20®50S 9ALa30 Ex. Occup. .OUTTS PIRESID IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. / ^G X �� / ,!t-�"" Dat Signa ure of Applicant — Owner EJ Contractor a Agent ❑ An OSHA permit is required for excavation over 5'0" deep an /moll i nor onstruct- ion of structures over 3 stories i height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONS TYPE TOTAL FEE 350.10 HAz CUA PARK SCHL F P PD ti HD IssuE Th:s permit is nereby issued under sions of the Butte County Code and/or work indicated abo a for which fees D E OR BLIC BY PERMIT EXPIRES gate the applicable provi- resolutions to do have been paid. WORKS Date Lz Receipt No. 58687 / WHITE-D.P.W., YELLOW -AS SaR, PINK INSPECTOR, .0LDEHR0- PP i ' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7.County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCE NU ERI / ZONING �/ 1 BUILDING PERMIT OWNER /yam, TELEPHONE- SO. FT. OCC. BUILDING VALUATION J OWjJE 'S MAIO�G ADD14 RESS ���, �1716 CO RAC TOR'S NAME TELEPHONE 0 CONTRACTOR'S MAILING ADDRESS Fireplace_ CONSTRUCTION LENDER UNKNOWN Total Valuation LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ V ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ v.r ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS l� Permit fee $ �-- PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome❑ Other �`�� SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 e a TYPE OF WORK New eAddition ❑ Remodel Utilities ❑ Installation[] Other ❑ Describe work:Contractor Permit Fee $ ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS 10.00 Oi = CONTRACTORS LICENSE LAW penalty 1 declare under perjury p y of p I y (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. X60 -26D Classification �l %, F-1, I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD -L 100 AMP 2.50 NEW CONST. DWELLING OCCUPM OR AODNS- ACC. SLOGS. , /20sgft / NEW CONST R.. ULTLOUT LET NON.F7ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. EX. OCcup(OUTLETS OR FIXTURES AL0eAL00 3 Ex. Occup. OUT OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 -• Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. rV1 i have placed on file with the County of Butte Building Department IKN a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee = Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - Owner Contractor A g pP R ❑ gent ❑ ! An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 3i l0 HAZ I CUA PARK SCHL I FLo I PAR I PD HD ISSUE. This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid.. WORKS Date C3,sstto`rieess Receipt No. WHITE-O.P.W.. YELLOW- ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Buildinci'Departme nt Environmental Health Sanitation Clearance /07 500 OT 06mer01 cat AP# Plan Approved for: Sewage Disposal Water Supply Hold final for:. Water Supply Final clearance-O.K. for: Water Supply Clearance for NOTE ** * Sanitarian Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION '7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER FR*)CTS �3' A. P. No.�� Proposed Building Use _14, ck _74c)Gtr0 Building Inspector Date Ci C)/i At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ..................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 24\13. School District fees paid .............. 14. Sanitation approval from /Y��� GF" Health Department _.Z2�q--,'; S 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... E�5r When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone—!7,99— RVR? and hold for pickup at _office. Deliver w/inspector. Other Applicant ,,�TI/s ,,� Date l99G Copy of plans sent Health Dept., Fire Dept„ Other Date The following data must be submitted prior to permit issuance: (Circlq neyj itemjjgt checke ab ve, . 1. Index permit for above items No 2. Additional items required: Contractor, designer, owner, was advised of above required Ma by6!tphone___jnail—counter byX-5 .date 102y 13-36% Contractor, designer, owner, Plans checked bye Copy—DPW s advised of above required data by—phone —mal l—counter by date 7 Z9a"te Plans approved by Date Sets of plans on hold in File cabinet AP folder � � mid � �;., G� � � d�_z-cG� � cc�� RESIDENTIAL .PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) -4-.---Exterior plaster - weep screeds (Sec. 4706). <�Proper roof pitch for roof covering (Chapter 32). ' Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. arage door or porch header sizes. ,-ToAdequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. o exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). W-.-.,At-tic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516.). Combustion air for fuel burning appliances. poise requirements on duplexes. -1-6—.Adobe soils - special foundation design. etaining walls requiring design. U sual shape, size, or split level house requiring lateral design. 4-�Y' Flashing at all exterior openings. 5/89 5/89 RESIDENTIAL PLAN, CHECKING GUIDE (S.F., DUPLEX,&MIFC. ONLY) Bldg. Permit # OWNER A.P. # GEN�ERALL oning requirements: (sideyards and number of permitted living units). ��V�._V�a-uation. ans signed by designer. energy Design and Compliance. Existing violations on property. 6. Items on data sheet. PLOT PLAN d-�omplete parcel size and dimensions. etbacks, sideyards, easements, etc. Gi3! -ther buildings or structures. rading, fills, drainage. c-5..—Flood hazard. c� ecial conditions on. creation map or compliance document. FAU & FAS road setback. FT.nnR PLAN �,complete to scale plan with dimensions. .�_,Required windows for light and ventilation (Sec. 1205). ,,,Required windows for_`econd exit (Sec. 1204). j. Skylights (Chapter 34 &,-Sec. 5207). L9'.>man impact glass Sec. 5406). t-6- Required room sizes, ceiling heights (Sec. 1207). L-7/ CIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. --9/Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. rage firewall, door size, and closer (Sec. 503(d)(3)). - 3'0" exterior exit door (Sec. 3304(e)). Ll 2. Fi eplace and wood stove location, alcoves, and clearance. -L3----Smoke detectors (Sec. 1210). STRUCTURAL DETAILS -1. Foundation plan complete enough to construct building. -- Foundation construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. MISC L'LANEOUS ITEMS TO LOOK OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). ,.,3—.Brick or stone veneer (Chapter 30). )i �yI , COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California.95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 61-45-14 ZONING TM S BUILDING PERMIT OWNER Francis Trottier TELEPHONE 589-3829 SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 415, Berry Creek, CA 95916 CONTRALTONAME TELEPHONE CLO`�_N-T—YRG_`AEvCCTTORR''S• MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ Ener Plan Checking Fee 9Y g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 107 Eden Canyon Rd., Berry Creek Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 3 2.00 6.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Workshop SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ( Describe work: Bathrroom for Workshop _ Permit Fee $ 36.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. ��n0 0;60 Classificationll ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a ORA DDNS. * A S. , 2/20sgft ULTB OD NON-RESID BRANCH CIRCUITS 2.50 ea POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES eA 030 FIXED APLNS Ex. Occup. OUTLETS P(RESID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. IYirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIirig Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and a enses which may in any way accrue ing of this permit.This against said C unty in,nsequef RJ� XDate( I�D Signature of Applicant —_U Owner � Contractor Er Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 36.00 HAZ I CUA PARK I SCHL I FLO I PAR I Po I HD I ISSUE permit is hereby issued under sions of the Butte County Code and/or work i ted above for which fees DIRE F PUBLI L. BMR PERMIT EXPIRES Date the applicable provi- resolutions to do ave been paid. RKS ate 6/19/90 Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 PERMIT NO. APPLICATION AND PERMIT ASSES OP. PARCEL NUMBER ZONING-------- 1— 4r — 14 OWNER J `-t T-rh 5 l2C BUILDING PERMIT- ONE �A fi120'fT(�-l'� TELEPHS89_ S0. FT. OCC. OWNER'S MAILING ADDRESS 3829 'ADDRESS BUILDI VALUATION MAW P. 0, 66Y, 4t5I 9591 CONTRACTOR'S NAME JS1r nn n. TELEPHONE-__— ELEPHONE CONTRACTOR'S CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace UNKNOWN Total Valuation LENDER'S MAILING ADDRESS Filing Fee ARCHITECT OR ENGINEER Permit Fee 10.00 V LICENSE No. Plan Checking Fee AR CHITE•.T OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ BUILDING ADDRESS Penalty $ dPermit fee 5 PLUMBING PERMIT Filing Fee 10.00 Each Trap 3 200 (� LOT NO. NAME Solar or heat pump water heater 20.00 ESUIBDIVIS:ION PARCEL MAP 3 Water piping r1� 5.00 5 r V v Each qas water heater or vent 500 USE OF STRUCTURE Gas piping system 1 - 5 outlets SF❑ Duplex❑ MobilehomeN Other_La]zL�Jkj1O Building sewer rj,r6b gPECIFY Mobile Home S G W A,2--$Y TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ ❑ Other Permit Fee 1Innstallation Describe work: _ (DA'Y) (o �� ��► J Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ;000V OR 0 - OSLESS 10.00 CONTRACTORS LICENSE LAW Main service EA. ADO'L too AMP 2.50 I declare under penalty of perjury (check one): NEW CONST. DWELLING OCCUP,p+` OR ADDNs. (ACC. BLDGS. I 1/20S qft ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions NEW CONSTR ULTI-OUTLET NON-RESIO BRANCH CIRC ITS 2.50 ea Code and my license is in full force and effect. (POWER APPARATUS e� SINGLE OUTLET CIR. License No. Classification ❑ I EX- OCCUp(OUTLETS OR FIXTURES SAL@30 ALO 30¢ , as the owner, or my employees with wages as their sole compen- Ex. OCCUp. OUTLETS (PRESID )REA.) 2.00 sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) Temporary service ❑ I;, 10.00 as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I am exempt under Sec. , Business and Professions Code Misc. Wiring 15.00 for this reason Permit Fee $ WORKMEN'S COMPENSATION INSURANCE Contractor I declare under penalty of perjury (check one): MECHANICAL PERMIT ❑ The permit is for $100.00 (valuation) or less. FiIingFee 10.00 ❑ I have placed on file with the County of Butte Building Department Heating al Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self-Insure. Cooling ❑ I shall not employ any person in any manner so as to become subject Hood to the W. C. laws of California. 3.00 Notice to (Applicant: If after making this statement, should you become subject Ventilation to the W. C. provisions of the Labor Code, you must forthwith comply with Permit Fee such provisions or this permit shall be deemed revoked. $ Contractor I certify that I have read this applicat' d M Ion an state that the above Information oblle Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee to buildinc construction, and hereby authorize representatives of the County or E57 $ Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against ETOTAL FEE $36.dt all liabilities, judgments, costs, and expenses which may in any way accrue CHL FLo PAR Po HD IssuE against sa d County in consequence of the granting of this permit. X Date This permit is nereby issuea under the applicable provi- sions of the Butte County Code and/or resolutions to do Signature o- Applicant — Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA Permit is required for excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS ion of structures over 3 stories in height. Receipt No. -V 6(06V By Date WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PERMIT EXPIRES Date COUNTY OF BUTTE = DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 61-45-14 ,..TMC Z NTNG BUILDING PERMIT OWNER Francis Trottier TELEPHONE SO. FT. OCC.1 BUILDING VALUATION Ist renewal OWNER'S MAILING ADDRESS P.O.Box 415 BerryCreek 95916 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee 1EFF $ 92,00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 102-00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME PARCEL MAP 46-90 Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other Sh(ip SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other Describe work: 1st renewal of BP#407-90 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury(check . y (econe): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification For I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.// DWELLING OCCUP.& OR AODNS, l ACC, BLOGS. , 2/20sgft NEWp �AULT'*OUT T NON•RESID R BRANCHCIRCITS 2.50 ea POWER APPARATUS S SINGLE OUTLET CIR. ) Ex. OCCU OUTLETS OR FIXTURES p 20@50S SAL@3o FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. / ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Ccunty in consequence of the granting of this permit. X4a�s��P Date Signature of Applicont — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures overd3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ CONST TYPE TOTAL FEE $ 102.00 Icc HAz I CLIA PARK I SCHL I FLD I PAR I PD I HD ISSUE This permit is nereby issued under sions of the Butte County Code and/or work ated above for which f DI R OF P B '. PERMIT EXPIRES Date 9-14-92 the applicable provi- resolutions to do s have been paid. WORKS /Date Receipt No. .3 T�-� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916=538-754.1 W OWNER -.BUILDER VERIFICATION Attention Property Owner: . An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1: I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or 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.(firm) to provide the proposed construction: Name Address City Phone Contractors 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 Contractors License No. - 5. I.will provide some of the work but I. have contracted (hired) the following persens to provide the work. indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections `19831 and 19832 of the California:Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit: V 3 gqf 7,/2S =�•� 721, �7e /. Sko Lox- . 03l ,� 2� z 3 2 0 Sy� / 2 K 1'750 �• �Xo 03 � z � 9 25 � 2I 2 �5�xo.�3.6X 293 J. i�u�22 SOC- 3.22 x 7 QY JA to IA rt! tv A K 1-73 0; .17412 Z z � IO �o = �i8�3 i�i3 ���- ���F � iN� �r = agg3+ 75 6(�Dl� �_C(a4�-%613L _- Provide the following additional information or•mak:e revisions checked below: 1 ] Enclosed are red marked plans or calculations. Make revisions or additions noted in red and resubmit for review. 1 J Provide complete Code Analysis which classifies the building in terms of use, occupancy, and type of construction. (UBC Chap. 5, 17, and 33). 1 ] Provide complete lateral analysis and design calculations for governing load in both directions (wind .or seismic) from roof to foundation including design of horizontal diaphragms, chords, collectors, shear walls, connections and anchorage, holdowns, and provide all necessary construction details as required. (UBC Chap. •3) 1 7 Provide complete design calculations for gravity loading from roof to foundation, including all structural members, connections, and construction details as required. (UBC Chapter 23) C J The submitted design shown on the plans is inadequate and does not comply with UBC: ---------------------------------------------------------- C 7 The submitted calculations are incorrect or incomplete and do not comply with UBC: C 7 Provide the following other information: Plan Checker 12 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT N Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shal'I 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. ZONIN (� ( l ( C OWNER PHON NO. � r � �l OWN 8R"S ADDRESS V C- ,v C C-) LOIb,ATIdN OF BUILDING i c P C�QEF�' USE OF BUILDING U s SIZE OF STRUCTURE I —�—' X _ �Q SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME '-- STEEL CONCRETE f� OTHER (Specify) TYPE OF SIDING ROOF FLOOR TYPE v<CO w �% �° ESTIMATED COST OF CONSTRUCTION A'1 v ,r- GI d C $ AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: /� e � O ti FRONT �°"'t 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 am in imum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Signature of Owner Permit Fee - $25.00 Receipt No. c1y5.0a The above described AG Building is exempt fr m a building permit. FLOOD PARCE P.D. ROOFINGISSU Director o f White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant Public Works By Date 7—ct COUNTY OFBJTTE, - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION .7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 :•- - spi PERMIT APPL•IMT-10N DATA SHEET % F Permit No. OWNER 1211)"Ale-1 /IZ' y-��e� A. P. No. Proposed Building Use A C �X F/� Building Inspector Lq Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Building. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions: ...................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13• School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit .................. I................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. (Date) When you Issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicani t:n— Date l Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent77—" ^H th-Dept. Fire Dept. Other Date By The following data m tst h,��mittPd prior to permit issuance: (Circle new ' Z t-Ehee�ked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in -File cabinet AP folder Date PERMIT NO. i 6-piT 7-k PERMIT EXPIRES OWNER Mitchell M Medved CONTR. Holmes Mobile Home Service, Bangor LOCATION (A.P. 62-12-3.3 W/S'pri.rd.,app.k mi.W.of Oro -Quincy Hwy, 2nd dirt rd to left, N.of Lake Madrone Temp. Power P ie Called P &E Temp. ec. Serv. C led PG&E Te p. Gas Serv. Called PG&E JOB _/�_ �� FINALED ®� (Dt) e (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback �—>�y ? Firewall Soil Piping It Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor StemwaI V Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footin s Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab, Carport Footings Slab Prov. for phsically handica pe.1 Conformance of ex. structure Final Appliances Gas Piping & Tes Temp. Gas . Sanitation 4RaU* A6CN1,A( — FIREPLACE Final Footings /-�— �/—%1. Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FAE SPRI KLERS Motors FramIn9&011w4 Test i Water Htr. Stucco Final Sub anels Mesh MECHAAICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling 21N, Temp..Pole Finish Ducts Under round Interior Lath Ventilation ;� Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) ' COUNTY OF BUTTE - DEFARTP 7 County Center Drive - Oro Telephone: 534-4541 APPLICATIQN AND PERMIT -IC WORKS ..95965 authorize repres mauves OT the county oT Butte to enter upon the above -m tone property for.4*nsBection purposes. 7� Date//, -,!F- ZZ " F. of PVrrteev or Agent rI Receipt No./f-3 ��/041, White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR PUBLIC WORKS By Date //-zy-7 6 Biding permit expires Date l/ -2-'L-? BUILDING Ownerzz C SQ. FT. OCC._WILDING VALUATION S' -Z© 11 0 d Mailing Address Telephone No. Fireplace Contractor 1716 ZOW&rs Total Valuation r00 Mailing Address �� Permit Fee Plan Checking Fee&/or Penalty Teleph ne No. �! Building Address _ Permit Fee $ 95r. ® Q PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Za 511A-7, Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 g A. P. No. — 2—J� Zoning & Planning Gas piping system 1 - 5 outlets 1.50 $ Each additional outlet .30 F W. . S 'on Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA plans - Declaration I Parcel Map 1 60' R/W I Improvements Lawn sprinkler system 2.00 Permit Fee $ Bld Ions Recd Parcel Approval I Plans proval NEW JR ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD -L 100 AMP 2,50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service VER 600V 10 0 AMP OR LESS 25.00 Main service EA. ADD•L 100 AMP 1.00 ' . NEW CONST. I DWELLING OCCUP. & 2¢sq ft OR.ADDNS. ACC. BLDGS.NEW CONSTMULTI-OUTLET NON.RESID R.( BRANCH CIRCUITS) 2.50ea - NEW CONSTR. POWER APPARATUS & NON•RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name St Ie,O y / (/-/ma- .a / L Ex. Occup(OUTLETS OR FIXTURES)@� BAL@1 FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ��-.�, License No. 32-1 �7I Classification � �. � — Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. nI certify that in the performance of the work for which this ermit is issued I shall not employ any person in any manner o as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE authorize repres mauves OT the county oT Butte to enter upon the above -m tone property for.4*nsBection purposes. 7� Date//, -,!F- ZZ " F. of PVrrteev or Agent rI Receipt No./f-3 ��/041, White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR PUBLIC WORKS By Date //-zy-7 6 Biding permit expires Date l/ -2-'L-? NOTE: --All Matt terials &niWd - Accordance WrescR'oedg or ti^ of a quality p Uniform Building, plumbing & the: National Electrical Code. p Sh on rac's s u - . � d se � Co 1 MVS�f"be • atjon unw to d SPecif;;c • W{u1 { of P a X11 {imes ado `s°me j Qu6 %4 P}ion he fib `�5 ar alters DeipOrk n{ o cl+ar� ' make an riF:�s`° tte• Written p un{y 7 Q o _JQ � rt n 71 '0 jig wAW9 l_ Ot afd ' Setback shall 6e 5 ft, fro' o "'i Q �J - property line - and the, ` e.... _ O co'A QPq;r,e of fibi he road 450 ft. from fh® m[ r�•aa 2 f}. cove ove ha i,fing a ma ' F Q 01,t of aU easements. — ng but entirely 00) BUTT cTY �0 BUILDING DEPARTM Q G _ 7 9. Electrical A. Is. service large enough to provide adequate amperage to mobilehome (must equal rating of mob4_lehome with a minimum of 11000 amp) and other facilities on lot, i.e., water pumps,. garage, cabana, etc.? . Yes e/ tvo B. Is :here proper clearances around panels? Yes tl_ No C. Is power supply cord or feeder assembly properly fused? Yes/ No D. Is continuity test satisfactory as per the following procedure? Yes.�o 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord'or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test. instrument "to the mobilehome grounding conductor and apply the other lead to each rn.obileiiome supply conductor, including neutral. 5. All non-current., carrying metal parts of the mobilehome (aluminum siding, gas line, water line),. including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly coridu-tors.shall be connected to the site service equipment. A further continuity test `s.hall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may �e approved for energizing. 10. Is job card signed by Health Department for water and sanitation?. 11. If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle��j��� Length Width�� Vehicle Serial No. O„ State Identification No. Additional,Informati.on or Comments: MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1: Is the mobilehome located w'i required separation from lot lines and buildings and generally conform to plot plan? Yes j No 2. Does the mobilehome have required clearances above ground? (Sec. 5085) Yes 'I,<No- 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes LI5o 4. Is the mobilehome level? (Sec. 5088) Yes�jNo� 5. If mo�ree han a single unit, are crossover connections properly installed? (Sec. 5088) Yes (% No 6. Water A. Is flex' le connector of adequate size and properly installed (1/2" ID min.)-? (Sec. 5566) Yes !/ No B. Test - Does water piping withstand working pressure or.50 lbs. air test? Yes QiNo C. Backflow - If coach is not State of California approved, does station have backflow.device and pressure -relief valve? Yes_ No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes 4—No B. Does it have minimum 4' per foot slope and is it properly supported? Yesy No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes No D. If coach is not State of .California approved, does station have required trap and vent? Yes No 12/V A 8. Gas Piping and Gas Vents A. Connect - Is mobilehome connected to the gas su with an approved 3/4" minimum mobilehome connector not more than 6 ft, lon Note: All piping is to be at least as large as the obilehome gas line inlet w' out reductions other than the mobilehome connector. Ye 1 ---No B. Test OK as per foowing pro ure? Yes No 1. Open all applia e c nector valves. 2. Shut off appl" nce urner and pilot valves. 3. Air tes with manomet to 10"-14', water column, or test with slope gauge (minimum 6oz.- aximum 8 oz.) cal rated in tenth pound increments. Test for 10 min. without dro . 4. ConYiect gas meter to mobileho e with connector, turn on gas, test connections with soapy water. C. Are 411 appliance vents properly installb4? Yes No COUNTY OF BUTTE . = DE13-ARTMENT OF PUBLIC WORKS 7 County Center Drive — 5 le, California 95965 / � �� Telephone: 534-434-4541 C: () APPLICATIDN AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned proper for inspection purposes. X Date & — O - 7 (? Signature of Perrmm'iit�eee or Agent Receipt No.Hy l White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OFA:TWBLIC WORKS By��'� �� Date��! t (ding permit expires Date F'1 Z — ! BUILDING Owner J �°/d�'[ (� J50 V SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor • LF Total Valuation �o3� G°h ezic r ' Mailing Address Ire` 4• ,V) Permit Fee Plan Checking Fee&/or Penalty K 4 D 15E R T le ie N — Permit Fee $ Building Address �✓ S 1 O PLUMBING No.1 @ FEE PERMIT FILING -FEE $3.00 340 -Qv1ivG tcc Ci?- d fq u L.¢' > ©r= Each Trap 1.50 buc U _ 1 _ 1A�fW Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 /g r ., 2 A. P. No. vV V Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees C. ftffite4ion Fire Dept. Firre�� Zone Use Permit Building sewer 5.00 EQA Parking Declarration dfce11 tJlap ` 60' R/W Improvements Lawn sprinkler system 2.00 ! Bldg. Plans Recd 3 Parcel A royal PlaI Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 -• ^' S VJ Main service 600V OR LESS100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home ER Others ❑ Main service OVER 1100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ADWECCLBLOGS.LING CCUP. &) 22sgft NEW CONSTR, MULTI.OUTLET NON-RESID, BRANCH CIRCUITS) 2.50ea NEW CON5TR. POWER APPARATUS & NON-RESID- (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name �ry s of, Z �� ( ^!�� � �LJf"t -/�+–' Ex. Occup(OUTLETS OR FIXTURES)@25Q eAL�t Ex. Occup ( FIXED APPLNS, OR • OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 p Mobile Home Facilities 15.00 Ct r License No.2-KwClassification C _ ( Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby e�-7Jdn� TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned proper for inspection purposes. X Date & — O - 7 (? Signature of Perrmm'iit�eee or Agent Receipt No.Hy l White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OFA:TWBLIC WORKS By��'� �� Date��! t (ding permit expires Date F'1 Z — ! y COUNTY OF BUTTE ' DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Tel ephorre: 534;4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. k D V,J Signature of Permiteeeorr Agent Receipt No. l q!?6 OF White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF/AUBLIC WORKS By Date ilding permit expires Date BUILDING Owner �� / %� �G L . MG� �� SO. FT. OCC. BUILDING V LUATION Mailing Address y % / 110i'Ql_21_vA�V kV s G ® Gid ���� Telephone No. 9as- S' Fireplace Contractor Total Valuation Mailing Address a r/1/ Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee Building Address! j= �� /Logy, PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Y,00 O Gj2,0(j L c- Each Trap 1.50 L Repair drainage or vent piping 1.50 Water piping 1-90 /0-00 r 1,.4*,= 12' 4o40AI1 `gr -Each gas water heater or vent 1.50 -�^ A. P. No. C7 /0 1 � .�.7 ` / Pon; a Gas piping system 1 -5 outlets 1.50 Each additional outlet .30 F VVSki FireDept. Fire Zone Use Permit EQA Parking Parcel eT a 60' R/W ImprovementsLawn Plan Declaration P Building sewer 5-.e0 !7. sprinkler system 2.00 Bldg. ans Recd '467-3Permit Parcel Approval ans Approval Fee $ Z3,00$ 2 3 OC NEW ❑ ADDITION ❑ UTILITIES Eq OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 0 LES Main service 600V OR 100 AMP 5.00 O Main service EA. ADD'L 100 AMP 2.50 L 0 Single Family ❑ Duplex EJMobil Home � Others ❑ R 600V Main service OVEAMP OR LESS 25.00 Main service EA, ADD'L 100 AMP 1.00 NEW CONST. DWELING OR ADDNS. ( ACCLBLDGS. OCCUP. &) 20.sgft NEW CONSTR. MULTI -OUTLET NON.RESID, BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS & NON -RESID, SINGLE OUTLET CIR, CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name Ie St Of: Y c/n► Y Ex. Occup(OUTLETS OR FIXTURES)@@256 BAL�1 FIXED APPLNS, OR Ex. Occup.(OUT LETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 1,5.00 License No. Classification Misc. Wiring 6.25 R1 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 2 Jr_tr0 $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. , ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ `J 7 �Q authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. k D V,J Signature of Permiteeeorr Agent Receipt No. l q!?6 OF White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF/AUBLIC WORKS By Date ilding permit expires Date NOTE:—ATI Materir.ls & Workmanship Shall Be in Accordance with Rpconnized Good Practices an4 of a quality orescr3� 4 for the Specified use in the Uniform Building, Plum�inq & Machanical Codes and the National Electrical Code. Septic system and location ottd- i to be as per Butte County Health Dept. Re- quirements. 06 All utility connections shall be located within 4 ft. outside the reax third section of the mobile home M on the left (road) side of the mobile home. R. 46 4?/ PA r Gtt Z. 44 -a 4i 41 62 -/z - 33 Mis set of plans kept on the job at all tie ndand unlawful oto make any changes or alterations on same without written permisson from the Department of Pu6l;r Works, County of guff,, X .3,-4r 11• G / MW 0, LSTfe-S Thee. Setback shall be 5 ft. from the side property line and 50 ft, from the centerline of the road, permitting a maximum of a 2 ft. eave overh $`O 0 5, a'4 I A permit will be required for the installation of the mobilehome. /1 /UTT[� COUNTY C BUILDING DEPARTMENT APPROVED i 11 s I ' �I 4i ji A,ry O 9. r (� Q \� iN rl lo � G \ \ � vl O• � 1 irk ^1 W Q '\\S \ ID. h o a ;t \ \ v 7 \ �� `L ♦7 wN >>� \.\ �/�'� V h-• n1 O h J Q / \ be LAJ r/-�► VC m �dOd vac fry c •c° / \�� 7 WA A' LU EL ka J �,1+� � O Ll i � �P • rs tiff�I, f� Et CMLl IT y h' m vi h 41 at' Ey 0 •r' Cy. Inr p / ~ r• ~ / kz Q u, .,. a �F. . � eta - -� � " • i March 27; 1990 Francis Trottier RB: Stressed Skin Panels P.O. Box 415 A.P. #61-45=1�__'I% Berry Creek, CA 94916 Permit #-407-- 0� Dear -14r. Trottier: The design of the proposed stressed skin roof system has been approved. However, Butte County Building Department will require -a Testing Agency or Testing Consultant (approved by Butte County) to provide continuous special inspection of fabrication and to certify in writing that the construction complies with the following:, 1. Splice plates to be pre -clued to skins prior to assembly of panels. 2. All plywood panels to bear grade stamps.(STR-II) 3. Moisture content of plywood and lumber to be between 7% and 16% at time of gluing. Maximum variation between panels of 5%. 4. All framing lumber to bear grade.stamp. (D.F. No.l. 2 X 10') 5. All mating surfaces to be glued shall be completely clean.. 6. Surface variation of framing to be 1/64" maximum, and 1/32" maximum variation in depth. 7. All areas to be glued shall have full contact area glued. 8. Splice plates to be 10" long for 3/8" plywood and 16" long for 3/4" plywood. 9. Nails shall be as follows: 4d @ 311o.c. @ 3/8" plywood 6d @ 4"o.c. @ 3/4" plywood Nailing to progress from start point to an end. Letter to Francis. Trottier RE: Stressed' Skin Panels A.P. 61-45-14 Page 2 March 27, 1990 Testing Agency or Consultant is to certify that the construction complies with the Uniform Building Code Standard 25-18. Should you have any questions concerning this matter, please contact John Henry (916=538-7541) of this office. Yours very truly, William Cheff V . Gandow JFG:ds J.F. Glander Chief Building Inspector X17`f� 51VOW low C s�CCC� pZE-S �o p`'�_ �CuC- ✓ 7-6 ro To �z AA, C. V hX l tT(o til �w . {�.2 T i�t, RAMS -r,? L--/6 CS-FwaaqMC-A46�5 SHA 03� `2r c- Co,F Aja. Ue?t(Fy AS-rA4 p -2,02y OL D 2551 GW EE -- /NTC utn�t. EF1rcrx- 5-6—f� c �� L5-lq e7tcT z -T y Frovid the following additional information or make revisions checked -low: C ] Enc l sed are red marked plans or calculations. Make revisions or a itions noted in red and resubmit for review. C ] Provide complete Code Analysis which classifies the building in terms of use, occupancy, and type of construct'on. (UBC Chap. 5, 17, and "). C ] Provide com lete lateral analysis and design ,calculations for governing load in both directions (wind or seis 'c) from roof to foundation including design of horizontal 'aphragms, chords, collectors, shear walls, connections and nchorage, holdowns, and provide all necessary constru tion details as required. (UBC Chap.:;) C 7 Provide complete de ign calculations for gravity loading from roof to foundation, including all structural members, connections, and cons ruction details as required. (UBC Chapter 23) C 7 The submitted design sho n on the plans is inadequate and does not comply with UBC: ---=----------------------- ----------------------------- C 7 The submitted calculations ar incorrect or incomplete and do not comply with UEC: ----------------------------------------------------------- C ] Provide the following other ioformat Qn: --------------------------------------------- i - - - - - -- - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - -y ------------- ------------------------------------------------- ------------ ------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•- - - -- - - - -- _ - - - - - - - - - - - - - - - - - - - -- -~ - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - ------- ------ ----------------- ----------------- Plan Flan Checker I 1 �v GUC- lav-bl tv Pau ;r Prd\vide the following additional information or make revisions the ;ed below: C ] Inclosed are red marked plans or calculations. Make revisions K- additions noted in red and resubmit for review. C ] Pr d\ ide complete Code Analysis which classifies the buil ing in terms of use, occupancy, and type of const action. (UBC Chap. 5, 17, and ). C ] Provide omplete lateral analysis and design calculati ns for governing load in both directions (wind or s ismic) from roof to foundation including design of hori�ont 1 diaphragms, chords, collectors, shear walls, connections a d anchorage, holdowns, and provide all necessary cons ruction details as required.. (UBC Chap. 3) C ] Provide complete%gnculations for gravity loading from roof to founcluding all structural members, connections, and on details as required. (UHC Chapter3) C ] The submitted deson the plans is inadequate and does not comply w ---------=--------------------\1correct ----------------------- C ] The submitted calculations are or incomplete and do not comply with UBC: ------------------------------------- -;-------------------- I -------- - -------- C ] Provide the following other information: --------------------------------------------- ------------------------------------------------------------ Flan Checker a March 27, 1990 Francis Trottier RE: Stressed Skin Panels PX, Box 415 A.P. #61-45-14 Berry Creek, CA 94916 Permit #407-90 r; Dear -Mr. Trottier: i The, design of the proposed stressed skin roof system has been approved. However; Butte County Building Department will require a Testing Agency , or 'Testing Consultant (approved by Butte County) to provide continuous special inspection of fabrication and to certify in writing that the construction complies with the following: 1. Splice plates to be pre -glued to skins prior to assembly of panels. i 2. All plywood panels to bear grade stamps (STR-II) '! 3. Moisture content of plywood and lumber to be between 7% and '16% at time of gluing. Maximum variation between panels of 5%.. 4. All framing lumber to bear grade stamp. (D.F. No.l. 2 X 10) 5. All mating surfaces to be glued shall be completely clean. 6. Surface variation of framing to be 1/64" maximum, and 1/32" maximum variation in depth. 7. All areas to be glued shall have full contact area glued. ,i 8. Splice plates to be 10" long for 3/8" plywood and 16" long for 3/4" plywood. 9. Nails shall be as follows: 4d @ 3"o.c. @ 3/8" plywood 6d @ 4"o.c. @ 3/4" plywood Nailing to progress from start point to an end-. � M 1 11 i iL Letter to Francis Trottier RE: Stressed Skin Panels A.P. 61-45-14 Page;2 March 27, 1990 `resting Agency or Consultant is to certify that the construction complies with the.Uniform Building Code Standard 25-18. Should you have ariy questions concerning this matter, please contact John Henry (916-538-7541) of this office. Yours very truly, William Cheff By JFG:ds J.F. Glander Chief Building Inspector r I Typical Two -Sided Stressed -Skin Panel i Plywood splice plate Pluwnnmr Butt joint between Plywood panels i LGlue joint Ventilation openings Blanket insulation as required Vent holes Lumber headers C] Typical One -Sided Stressed -Skin Panel Vent holes Lumber header op may be continuous - or as shown on opposite end '® Lumber stringers Lumber blocking \(not req. if pre -spliced skins are used) Plywood lower skin Scarf joint in lower skin is Preferred method (alternate: spliced butt joint) •gyp...... .....bv va.v�.wa�wnn� ronv� Scarfed joint : :> or splice -plated butt joint between •= - . plywood panels 3 Lumber stringers K �1 1_.y.`1,.t �i.t7m`�'�.+i R "r - r v£ S,.{^ t'h • T •-%. �f t'w 4 ,,,-;Plywoodskin�{.• fi.. Li y 000 Lumber stringers '4 - EFFECTIVE SECTION PROPERTIES FOR PLYWOOD Table 1. Face Plies of Different Species Group from Inner Plies (Includes all Product Standard Grades except those noted in Table 2.) Table 2: Structural I and Marine Stress Applied Parallel to Face Grain Stress Applied Perpendicular to Face Grain A I KS AIQ A I KS Ib/Q Nominal Appproute to Thickness Weight Effective Area Moment Effective Rolling Area Moment Effective Rolling On) (psf) Thickness Om2/ft) of Section Shear 0m2/(t) of Section Shear 0n.4/ft) On.3/ft) For Shear (hn.4/ft). Inertia Modulus Constant 5/16-U Inertia Modulus Constant 0.022 0.126 2.667 1.188 (in.41ft),, Omll/ft► ao.2lft) 9/8 -U On.41ft) On.31ft) (in.2/ft) UNSANDED PANELS .,� -..• *< ' ;. 5/16-U 1.0 0.268 1.491 '0.022 r; 0.112 2.669 0.660 0.001 0.023 4.497 L� ,y 318 -U 1.1 0.278 ,1.866 0.039'- - 0.152 3.110 0.799 0.002 0.033 5.444 15/32&1/2 -U ' 1.8 , 0.298 , :5" 2.292 fv 0.067 0.2199.921 23/32&3/4 -U 1.007 0.004 0.066 2.450 19/32&5l8 ; U 1.8 0 918 ti # x•8990 x x}0121 w 80379',* -:6.004 718 -U 1.285 -0.010 < 0.091 3.106 23/92&9/4 -U t7/8 •Urt 22 28 " .0.445 `� 0 607 n 9609 0294 0 340 0 878; 8.456 7.175 1.569 1.950 0.4"0.292 -0.112 0.397 9.619 4.791 0.922 „ 6.661 0.270 0.781 6.435 1-118 -U 3.3 1.118 6.654 1 0.761 1 1.164 &0 r 0.842 fi 9.918- . �*0.., 48 ; 0.869.E 9.244 9.148 0.210 0.660 8.599 0.012 0.093 0 868 ,�4 926,40 8761.047 mss) .9.960 9079 0.288 0.768 7.991 "BANDED PANELS e..Vir.T3'I+i"i"^ 'E�r7v'i'.3c, ;s. • - 1/4 S,41, ' 0.8 "; 0.267 ; Js; 0.996!k t ; 0 008 . 0.059 ; 2.010 0.348 0.001 0.009 1019 Il/92x3 ;: 1.0 . :: 0.284 r 0.996 O 019 0.0991 2.766 0.417 0.001 0.016 2.589 A _ t 9/8 �4 " 1.1 0_88'�r .: 1.907 0.027 �� " � 4r 126 - - 9.088 0.626 0.002 0.029 3.510 15/32.3 1.4 0421 11XI.947 0086 } �- 0.214 ; 4.113 1.204 0.006 0.067 2.434 l/2 S• 1.5 0426:."1.847 0.199 0077,Y�-0.2384: 6/8 -S 4.486 1.240 0.009 0.087 2762 19/32-4' 1.7 0.646: " 1423 :0.115 - : :g'0-315, - 5.471 1.389 0.021 0.197 2881 518-S 1.8 0.580 " 2.475 0.129 �.' . 0999 " 5.824 1.628 0.027 0.164 9.118 23/32-S 11 0.563 - 2.822 0.179 .:0.389 6.681 1.737 0.050 0.291 3.818 3/4 -S 2.2 0.668 2.884 0.197 0.412. 6.762 2.081 0.063 0.285 4.079 7/8-S 86 0.686 2.942 0.278 0.616. 8.060 2.651 0.104 0.394 6.078 1 -S 9.0 0.817 3.721 0.423 0.664 8.882 3.163 0.185 0.591 7.031 1-1/8 S 1 3.3 0.936 3.864 0.648 1 0.820 9.883 1 3.180 1 0.271 1 0.744 1 8.428 TOUCH SANDED PANELS 1/2 -T 1.5 0.342 2.698 0.083 0.271 4.262 1.159 0.006 0.061 2.746 19132&5/8 -T 1.8 0.408 1364 0.129 0.327 6.346 1.655 0.016 0.135 3.220 23/32&3/4 •T 2.2 0.439 1715 0.193 0.398 6.689 1.622 0.032 0.219 3.635 1-1/8 -T 3.3 0.839 4.648 0.633 0.977 11.268 4.067 0.272 0.743 8.535 Table 2: Structural I and Marine 14 i� Stress Applied Parallel to Face Grain Stress Applied Perpendicular to Face Grain A I KS INQ A I KS Ib✓Q Nominal • Approximate to Thickness On.) Weight (pail Effective Thickness Area On.21ft) Moment of Effective Section Rolling Area Shear 0n.21ft) Moment of Effective Section Rolling Shear For Shear Inertia Modulus Constant Inertia Modulus Constant On l 0n.4/ft) On.3/ft) (in.21ft) (hn.4/ft). On.3/ft) (in.21ft) UNSANDED PANELS 5/16-U 1.0 0.356 1.619 0.022 0.126 2.667 1.188 0.002 0.029 6.037 9/8 -U 1.1 0.371 2.226 0.041 0.195 3.107 1.438 0.003 0.043 7.307 16/32&1/2 -U 1.6 0.635 2.719 0.074 0.279 4.167 2.175 0.012 0.116 2.408 19/32&5/8 -U 1.8 0.707 3.464 0.154 0.437 5.685 2.742 0.045 0.240 3.072 23/32&3/4 -U 2.2 0.739 4.219 0.236 0.649 6.148 2.813 0.064 0.299 3.540 718 -U 2.6 0.776 4.388 0.346 0.690 6.948 3.510 0.131 0.467 4.722 1 •U 3.0 1.088 5.200 0.529 0.922 8.512 6.661 0.270 0.781 6.435 1-118 -U 3.3 1.118 6.654 1 0.761 1 1.164 1 9.061 6.542 0.408 0.999 7.833 SANDED PANELS 1/4 -S 0.8 0.342 1.280 0.012 0.093 2.009 0.626 0.001 0.013 2.723 11/32-S 1.0 0.365 1.280 0.026 0.133 2.764 0.751 0.001 0.023 3.397 318 -S 1.1 0.373 1.680 0.038 0.177 3.086 1.126 0.002 0.033 4.927 16/32-S 1.4 0.537 1.947 0.067 0.246 4.107 2.168 0.009 0.093 2.405 1/2 -S 1.5 0.645 1.947 0.078 0.271 4.457 2.232 0.014 0.123 2.725 19/32-S 1.7 0.709 3.018 0.116 0.338 5.566 2.501 0.034 0.199 2.811 6/8 -S 1.8 0.717 3.112 0.131 0.361 5.934 2.751 0.046 0.238 3.073 23/32-S 2.1 0.741 9.735 0.183 0.439 _ 6.109 3.126 0.085 0.338 3.780 3/4 S 2.2 0.748 9.848 0.202 0.464 _ 6.189 3.745 0.108 0.418 4.047 718 -S 2.6 0.778 3.952 0.288 0.569 7.539 4.772 0.179 0.579 6.046 1 -8 3.0 1.091 6.216 0.479 0.827 7.978 6.693 0.321 0.870 6.981 1.1/8 -3 3.3 1 1.121 1 5.593 0.623 0.966 8.841 1 5.724 1 0.474 1.098 8.377 MUCH -SANDED PANELS 112 -T 1.6 0.643 2.698 0.084 0.282 4.511 2.486 0.020 0.162 2.720 19/32&6/8 -T 1.8 0.707 3.127 0.124 0.349 5.500 , 2.799 0.050 0.259 3.183 23/32&3/4 -T 2.2 0.739 4.059 0.201 0.469 6.592 3.625 0.078 0.350 3.696 14 i� TWO 3. Allowable Stresses for Plywood (psi) conforming to U.S. Product Standard PS 1.83 for Construction and In- dustrial Plywood. Stresses are based on normal duration of load, and on common structural applications where panels are 24' or greater in width. For other use conditions, see Section 3.3 for modifications. (1) See pages 12 and 13 for Guide. ' 7b qualify for stress level S•1, gluelines must be exterior and only veneer grades N, A, and C (natural, not repaired) are allowed in either face or back For stress level S2, gluelines must be exterior and veneer grade B, C -Plugged and D are allowed on the face or back. Stress level S-3 includes all panels with interior or intermediate (IMG) gluelines. (2) Reduce stresses 25% for 3 -layer (4- or 5 -ply) panels over 5/8' thick Such layups are possible under PS 1-83 for APA RATED SHEATHING, APA RATED STURD-I-FLOOR, UNDERLAYMENT, C -C Plugged and C -D Plugged grades over 5/8' through 3/4' thick. (3) Shear -through -the -thickness stresses for MARINE and SPECIAL EXTERIOR grades may be increased 33% See Section 3.8.1 for conditions under which stresses for other grades may be increased. 15 ,, Species Grade Stress Level(1) S-1 S-2 $.3 Group Type of Stress of Face Ply Wet Dry Wet Dry Dry Only ' EXTREME FIBER STRESS 1 1430 2000 1190 1650 1650 IN BENDING (Fb) TENSION IN PLANE Fb 2.3 980 1400 820 1200 1200 OF PLIES (Fd & Face Grain Parallel or Ft 4 940 1330 780 1110 1110 j Perpendicular to Span (At 450 to Face Grain Use 1/8 Fd w , COMPRESSION IN PLANE OF 1 970 _ 1640 900 1640 1640 PLIES fi2- Fe 730' 1200 680 1100 1100. Parallel or Perpendicular to -. 3 ^.. 810 1060 ' 680 990 .s 990 Face Grain . (At 45° to Face Grain Use 1/3 Fd 4 610 1000 - 680 950 960 SHEAR THROUGH THE 1 165 190 165 190 160 THICKNESS(s) Parallel or Perpendicular to FU 2.3 120 140 120 .140 120 Face Grain (At 46° to Face Grain Use 2 F,) 4 110 130 110 130 116 ROLLING SHEAR (IN THE PLANE OF PLIES)8`rRRURCTURRINEA .1 63 75 63 75 — Fs Parallel or Perpendicular to Face Grain ALL OTHER(2) 63 44 63 48 W 46° to Face Grain Use 1-1/3 Fr MODULUS OF RIGIDITY (OR 1 70,000 90,000 70,000 90,000 82,000 SHEAR MODULUS) 2 60,000 76,000 60,000 75,000 68,000 Shear in Plane Perpendicular a 3 60,000 60.000 60,000 60,000 55,000 to Plies (through the thickness) 4 45,000 50,000 46,000 50,000 45,000 (At 45° to Face Grain Use 4G) BEARING (ON FACE) 1 210 340 210 340 340 Perpendicular to Plane FC 1 2, 3 - 135 210 135 210 210 of Plies 4 105 160 105 160 160 MODULUS OF ELASTICITY 1 1,500,000 1;800,000 1,500,000 1,800,000 1,800,000 IN BENDING IN PLANE OF PLIES 2 1,300,000 1,500,000 1,300,000 1,500,000 1,500,000 E 3 1,100, 000 1,200,000 1,100, 000 1,200,000 1,200,000 Face Grain Parallel or 4 900,000 11000,000 900,000 11000,000 11000,000 Perpendicular to Span (1) See pages 12 and 13 for Guide. ' 7b qualify for stress level S•1, gluelines must be exterior and only veneer grades N, A, and C (natural, not repaired) are allowed in either face or back For stress level S2, gluelines must be exterior and veneer grade B, C -Plugged and D are allowed on the face or back. Stress level S-3 includes all panels with interior or intermediate (IMG) gluelines. (2) Reduce stresses 25% for 3 -layer (4- or 5 -ply) panels over 5/8' thick Such layups are possible under PS 1-83 for APA RATED SHEATHING, APA RATED STURD-I-FLOOR, UNDERLAYMENT, C -C Plugged and C -D Plugged grades over 5/8' through 3/4' thick. (3) Shear -through -the -thickness stresses for MARINE and SPECIAL EXTERIOR grades may be increased 33% See Section 3.8.1 for conditions under which stresses for other grades may be increased. 15 ,, .1 Lq 5 1" �1G G a co •-7S `c -7. I ZS -7 f 2 r- K- co -z z Fs- I tis 6/9Z 4._ :\•��_J_I:_1__�'_1.�°16 :._ .�4Dc.3.?1:-_LZ,9 ... 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General 1.1 This specification covers the fabrication of glued plywood stressed -skin panels, ; with spaced stringers of lumber or plywood and with skins of 2.1.2 At time of gluing, the plywood shall be cond Ctioned{to_a-moisture content between 7% an �16%Pieces to be assembled- into a ins sing stressed -skin panel shall be selected for moistui content to conform with Section 3.3.1. I, plywood glued to one or both"sides .j:• YA.r is 1.2_ Surfaces of plywood.to be glued shall be clea ' nel and free from oil, dust, paper tae and oth( Plywood stressed -skin panels should be designed.-: - p by a qualified architect or engineer ih accordance material which would be detrimental to satisfai with the latest edition: of the American Plywood tory gluing. Medium density overlaid surface Association PLYWOOD DESIGN SPECIFICATION shall not be relied on for a structural glue bond. (PDS), using the method set forth in Part 1 of this 2.2 Lumber PDS Supplement. Other design methods may be employed, provided they are supported by ade- quate test data. 2'2'1 1.3 Plywood stressed -skin panels shall be fabricated and assembled in accordance with engineering drawings and specifications, except that minimum requirements herein shall be observed. 1.4 The plywood use recommendations contained in this publication are based on American Plywood Association's continuing program of laboratory testing, product research and comprehensive field experience. However, there are wide varia- tions in quality of workmanship and in the condi- tions under which plywood is used. Because the Association has no control over those elements, it cannot accept responsibility for plywood perfor- mance or designs as actually constructed. 2. Materials 2.1 Plywood 2.1.1 Plywood shall conform with the latest edition of U.S. Product Standard PS -1 for Construction and Industrial Plywood. Each original panel shall bear the trademark of the American Plywood Associa- tion. Any precut plywood shall be accompanied by an affidavit from the pre -cutter certifying that each original panel was of the specified type and grade, and carried the trademark of the American Plywood Association. Grades shall be in accordance with current lumbe grading rules, except that knotholes up to th, same size as the sound and tight knots specifie for the grade by the grading rules may be permit ted. When lumber is resawn, it shall be regradei on the basis of the new size. 4pjp� kAt time of gluing, the lumber_shal_7%ol.be conditionei tto-a_moisture-content-.between _and 16% Pieces to be assembled into a single stressec skin panel shall be selected for moisture Conten to conform with Section 3.3.1. 2.2.3 Surfaces of lumber to be glued shall be clean ani free from oil, dust, and other foreign matter whicl would be detrimental to satisfactory gluing. Eacl piece of lumber shall be machine finished, but no sanded, to a smooth surface with a maximun allowable variation of 1132" in the surface to bi glued. Warp, twist, cup or other characteristici which would prevent intimate contact of matin( glued surfaces shall not be permitted. 2.3 Glue 2.3.1 Glue shall be of the type specified by designer fo anticipated exposure conditions. . 14 2.3.2 Interior type -glue shall conform.with ASTM Specifica- t0ion D3024. Exterior type glue shall conform with ASTM Specification D2559. 2.3.3 Mixing, spreading, storage-, pot-, and working -life, and assembly time and temperature shall be in accordance with the manufacturers' recommendations. 3. Fabrication 3.1 Skins 3.1.1 Slope of scarf and finger joints in plywood skins shall not be steeper than 1 in 8 in the tension skin, and 1 in 5 in the compression skin. Scarf and finger joints shall be glued under pressure over their full contact area, and shall meet the requirements of PS 1, Section 3.9. In addition, the aggregate width of all knots and knotholes falling wholly within the critical section shall be not more than 10" on each face of the jointed panel for a 4 -ft -wide panel, and proportionately for other widths. The critical section for a scarf joint shall be defined as a 12" -wide strip, 6" on each side of the joint in the panel face, extending across the width of the panel. 3.1.2 Butt joints in plywood skins shall be backed with plywood splice plates centered over the joint and glued over their full contact area. Splice plates shall be at least equal in thickness to the skin, except that minimum thickness shall be 15/32" if nail -glued. Minimum splice plate lengths, face grain parallel with that of the skin, shall be as follows (unless otherwise called for in the design): Skin Thickness Splice Plate Length 1/4" 6" 5/16" 8" 3/8" sanded 10" 3/8" unsanded 12" 15/32" & 1/2" 14" 19/32" - 3/4" 16"(- 3.1.3 Surfaces of high density overlaid plywood to be glued shall be roughened, as by a light sanding, before gluing. 3.2 Framing 3.2.1 Scarf and finger joints may be used in stringers, pro- vided the joints are as required for the grade and stress ( , used in the design. Knots or knotholes in the end joints shall be limited to those permitted by the lumber grade, but in any case shall not exceed 1/4 the nominal width of the piece. 3.2.2 The edges ofthe framing members to which the plywood skins are to be glued shall be surfaced prior to assembly to provide a maximum variation in depth ,of 1/16?! for all members in a panel. (Allow for actual thickness` of any splice plates superimposed on blocking.) 3.3 Assembly 3.3.1 The range of moisture content of the various pieces assembled into a single stressed -skin panel shall not exceed 5%. 3.3.2 Plywood skins shall be glued to framing members over their full contact area, using means that will provide close contact and substantially uniform pressure. Where clamping or other positive mechanical means are used, the pressure on the net framing area shall be sufficient to provide adequate contact and ensure good glue bond (100 to 150 psi on the net glued area is recommended), and shall be uniformly distributed by caul plates, beams, or other effective means. In place of mechanical pressure methods, nail -gluing may be used. Nail sizes and spacings shown in the following schedule are suggested as a guide: Nails shall be at least 4d for plywood up to 3/8" thick, 6d for 1/2" to 7/8" plywood, 8d for 1" to 1-1/8" plywood. They shall be spaced not to exceed 3" along the framing members for plywood through 3/8", or 4" for plywood 15/32" and thicker, using one line for lumber 2" wide or less, and two lines for lumber more than 2" and up to 4" wide. Application of pressure or nailing may start at any point, but shall progress to an end or ends. In any case, it shall be the responsibility of the fabricator to produce a continuous glue bond which meets or exceeds ap- plicable specifications. 15 4 l t' . 3.3.3 Where a tongue -and -groove type panel edge joint is specified (and not otherwise detailed), the longitudinal framing member forming the tongue shall be of at least 2" nominal width, set out 3/4" ± 1/16" from the plywood edge. Edges of the tongue shall be eased so as to provide a flat area at least 3/8" wide. Any corresponding framing member forming the base of the groove shall be set back 1/4" to 1" more than the amount by which the tongue protrudes. One skin may be cut back slightly to provide a tight fit for the opposite skin. 3.3.4 Unless otherwise specified, panel length and width shall be accurate within ± 1/8". Panel edges shall be straight within 1/16" for an 8 -ft length and proportionately for other lengths. Panels in the same group shall not vary in thickness by more than 1/16", nor differ from design thickness by more than 1/8". Panels shall be square, as measured on the diagonals, within 1/8" for a 4 -ft -wide panel and proportionately for other widths. Panels shall lie flat at all points within 1/4" for 4 -ft x 8 -ft panels, and proportion- ately for other sizes. Panel edge cross sections shall be square within 1/16" for constructions with lumber stringers 4" deep, and proportionately for other sizes. 3.3.5 Insulation, vapor -barrier materials and ventilation shall be provided as specified in the design. Such materials shall be securely fastened in the assembly in such a way that they cannot interfere in the process of gluing the plywood skins, or with the ventilation pattern. When ventilation is specified, panels shall be vented through block- ing -and headers on the cool side of the insulation. Provision shall be made to line up the vent holes within and between panels. Stringers shall not be notched for ventilation, unless so specified. 4. Test Samples - 4.1 - �- When glue -bond test samples are taken from a - member, if not otherwise obtained from trim, they shall be taken as cores approximately 2" in diameter, drilled perpendicular to the plane of the skins, and no deeper than 3/4" into any framing member. 4.2 No samples shall be taken from the same skin at cross sections closer together than 12" along the span of the panel, except as detailed in Paragraph 4.2.2 below. Samples shall be taken at a distance from the panel ends not greater than the panel depth, except as follows: 4.2.1 One sample may be taken from one of the outside longitudinal framing members, within the outer quarters of the panel length, provided the framing member is notched no deeper than 1/2" below its edge. The other outside longitudinal framing member may be sampled similarly, but at the opposite end of the panel. 4.2.2 No more than two samples per butt joint at any one cross section may be taken from skin splice plates. They shall be located midway between longitudinal - framing members, and shall be aligned longitudinally, one on each side of the butt joint. 4.3 Where glue -bond test samples have been taken, holes shall be neatly plugged with glued wood inserts. 5. Identification Each member shall be identified by the ap- propriate trademark of an independent inspection and testing agency, legibly applied so as to be clearly visible. Locate trademark approximately 2 feet from either end, except appearance of in- stalled panel shall be considered. 16 U N SM 'DC-QD (Z (CAcTl6tiU CSS PL`I U ni FA-ECZ (Cf3"� CSP- 'PL" -1 UJXU 2.UFVUEMA:D U T 3 e --L(N\J O- Seo �� \OQ m(o� 3 -Zpl ' Typical Two -Sided Stressed -Skin Panel •AM6- Plywood splice plate • PI ood yw top skin Butt joint between Plywood panels .o Glue joint Vent holes Lumber header may be continuous or as shown on opposite end Scarf joint in Ventilation lower skin is openings Lumber stringers preferred method (alternate: spliced butt joint) Blanket insulation Lumber blocking as required (not req. If pre -spliced skins are used) Vent holes Lumber headers Plywood lower skin Typical One -Sided Stressed -Skin Panel Typical T•Flange Scarfed joint or splice -plated butt joint between plywood panels 3 Plywood top skin PLAJ� Lumber stringers 41 ¢ .'a.r Plywood skin". Lumber stringers PART 2—Fabrication of Plywood Stressed -Skin Panels 1. General 2.1.2 1.3 Plywood stressed -skin panels shall be fabricated and assembled in accordance with engineering drawings and specifications, except that minimum requirements herein shall be observed. 1.4 The plywood use recommendations contained in this publication are based on American Plywood Association's continuing program of laboratory testing, product research and comprehensive field experience. However, there are wide varia- tions in quality of workmanship and in the condi- tions under which plywood is used. Because the Association has no control over those elements, it cannot accept responsibility for plywood perfor- mance or designs as actually constructed. 2. Materials 2.1 Plywood 2.1.1 Plywood shall conform with the latest edition of U.S. Product Standard PS -1 for Construction and Industrial Plywood. Each original panel shall bear the trademark of the American Plywood Associa- tion. Any precut plywood shall be accompanied by an affidavit from the pre -cutter certifying that each original panel was of the specified type and grade, and carried the trademark of the American Plywood Association. Grades shall be in accordance with current lumbe grading rules, except that knotholes up to thi same size as the sound and tight knots specifies for the grade by the grading rules may be permii ted. When lumber is resawn, it shall be regrade( on the basis of the new size. 2.2.2 At time of gluing, the lumber shall be conditioner to a moisture content between 7% and 16% Pieces to be assembled into a single stressed skin panel shall be selected for moisture conten to conform with Section 3.3.1. 2.2.3 Surfaces of lumber to be glued shall be clean an( free from oil, dust, and other foreign matter whici would be detrimental to satisfactory gluing. Eacl piece of lumber shall be machine finished, but no sanded, to a smooth surface with a maximun allowable variation of 1/32° in the surface to bf glued. Warp, twist, cup or other characteristic,, which would prevent intimate contact of matinc glued surfaces shall not be permitted. 2.3 Glue 2.3.1 Glue shall be of the type specified by designer fo anticipated exposure conditions. . 14 At time of gluing, the plywood shall be cond tioned to a moisture content between 7% an This specification covers the fabrication of glued. 16%. Pieces to be assembled into a sing) plywood stressed -skin panels; with spaced stressed -skin panel shall be selected for moistui = stringers of lumber or I g p ywood, and with skins of content to conform with Section 3.3.1. �r�rplywood glued to one or both -.sides i �: - 2.1.3ra""� 1 'i.-,'e.. .. r. - �"'"'. a •i v :. 7 L'-' �, v t' "'„ ��: .',"�y.: ", '"'°,C .s-'*'�i''�S 4 t .d j j • r ,��y . ,a .. � �"�- � fir.. S Surfaces of plywood to'bo glued shall be clea and free from oil,' dust, paper tape, and oth( Plywood stressed -skin panels'should be designed >,r. - - ,by a qualified architect or engineen accordance: material which would be.detrimental to satisfa4 with the latest edition of the American Plywood,-;; '. `tory, gluing. Medium density overlaid surface Association PLYWOOD DESIGN. SPECIFICATION shall not be relied on for a structural glue bond. (PDS), using the method set forth -JA Part 1 of this -2 : PDS Supplement. Other design methods may, be Lumber - employed, provided they are supported by '*ade- 2'2'1 quate test data. 1.3 Plywood stressed -skin panels shall be fabricated and assembled in accordance with engineering drawings and specifications, except that minimum requirements herein shall be observed. 1.4 The plywood use recommendations contained in this publication are based on American Plywood Association's continuing program of laboratory testing, product research and comprehensive field experience. However, there are wide varia- tions in quality of workmanship and in the condi- tions under which plywood is used. Because the Association has no control over those elements, it cannot accept responsibility for plywood perfor- mance or designs as actually constructed. 2. Materials 2.1 Plywood 2.1.1 Plywood shall conform with the latest edition of U.S. Product Standard PS -1 for Construction and Industrial Plywood. Each original panel shall bear the trademark of the American Plywood Associa- tion. Any precut plywood shall be accompanied by an affidavit from the pre -cutter certifying that each original panel was of the specified type and grade, and carried the trademark of the American Plywood Association. Grades shall be in accordance with current lumbe grading rules, except that knotholes up to thi same size as the sound and tight knots specifies for the grade by the grading rules may be permii ted. When lumber is resawn, it shall be regrade( on the basis of the new size. 2.2.2 At time of gluing, the lumber shall be conditioner to a moisture content between 7% and 16% Pieces to be assembled into a single stressed skin panel shall be selected for moisture conten to conform with Section 3.3.1. 2.2.3 Surfaces of lumber to be glued shall be clean an( free from oil, dust, and other foreign matter whici would be detrimental to satisfactory gluing. Eacl piece of lumber shall be machine finished, but no sanded, to a smooth surface with a maximun allowable variation of 1/32° in the surface to bf glued. Warp, twist, cup or other characteristic,, which would prevent intimate contact of matinc glued surfaces shall not be permitted. 2.3 Glue 2.3.1 Glue shall be of the type specified by designer fo anticipated exposure conditions. . 14 X I'm 2.3.2 Interior type glue shall conform.with ASTM Specifica- tion D3024. Exterior type glue shall conform with ASTM Specification D2559. 2.3.3 Mixing, spreading, storage-, pot-, and working -life, and assembly time and temperature shall be in accordance with the manufacturers' recommendations. . 3: Fabrication M ,uT'.ir}`,(a. j„- T - 3.1 SkinsTt UTF �- �-. 3.1.1 Slope of scarf and finger joints in plywood skins shall not be steeper than 1 in 8 in the tension skin, and 1 in 5 in the compression skin. Scarf and finger joints shall be glued under pressure over their full contact area, and shall meet the requirements of PS 1, Section 3.9. In addition, the aggregate width of all knots and knotholes falling wholly within the critical section shall be not more than 10" on each face of the jointed panel for a 4 -ft -wide panel, and proportionately for other widths. The critical section for a scarf joint shall be defined as a 12" -wide strip, 6" on each side of the joint in the panel face, extending across the width of the panel. 3.1.2 Butt joints in plywood skins shall be backed with plywood splice plates centered over the joint and glued over their full contact area. Splice plates shall be at least equal in thickness to the skin, except that minimum thickness shall be 15/32" if nail -glued. Minimum splice plate lengths, face grain parallel with that of the skin, shall be as follows (unless otherwise called for in the design): Skin Thickness Splice Plate Length 1/4" 6" 5/16" 8" 3/8" sanded 10" 3/8" unsanded 12" 15/32" & 112" 14" 19/32" - 3/4" 16" 3.1.3 Surfaces of high density overlaid plywood to be glued shall be roughened, as by a light sanding, before gluing. 3.2 Framing 3.2.1 Scarf and finger joints may be used in stringers, pro- vided the joints are as required for the grade and stress used in the design. Knots or knotholes in the end joints shall be limited to those permitted by the lumber grade, but in any case shall not exceed 1 A the nominal width of the piece 2 The edges @J a framing members to which the . plywood skins are*_"'to be glued shall be surfaced prior to ass embI— to provide a maxiimum'vahation in depth sof 1/16" f o i aII'members in a panel. (Allow for actual thickness' of any splice plates -superimposed on blocking.) 3.3 Assembly 3.3.1 The range of moisture content of the various pieces assembled into a single stressed -skin panel shall not exceed 5%. 3.3.2 Plywood skins shall be glued to framing members over their full contact area, using means that will provide close contact and substantially uniform pressure. Where clamping or other positive mechanical means are used, the pressure on the net framing area shall be sufficient to provide adequate contact and ensure good glue bond (100 to 150 psi on the net glued area is recommended), and shall be uniformly distributed by caul plates, beams, or other effective means. In place of mechanical pressure methods, nail -gluing may be used. Nail sizes and spacings shown in the following schedule are suggested as a guide: Nails shall be at least 4d for plywood up to 3/8" thick, 6d for 1/2" to 7/8" plywood, 8d for 1" to 1-1/8" plywood. They shall be spaced not to exceed 3" along the framing members for plywood through 3/8", or 4" for plywood 15/32" and thicker, using one line for lumber 2" wide or less, and two lines for lumber more than 2" and up to'4" wide. Application of pressure or nailing may start at any point, but shall progress to an end or ends. In any case, it shall be the responsibility of the fabricator to produce a continuous glue bond which meets or exceeds ap- plicable specifications. .2 15 .' 3.3.3 < Where a tongue -and -groove type panel edge joint is specified (and not otherwise detailed), the longitudinal framing member forming the tongue shall be of at least 2" nominal width, set out 3/4" ± 1/16" from the plywood edge. Edges of the tongue shall be eased so as to provide a flat area at least 3/8" wide. Any corresponding framing member forming the base of the groove shall be set back 1/4" to 1 " more than the amount by which the tongue protrudes. One skin may be cut back slightly to provide a tight fit for the opposite skin. 3.3.4 Unless otherwise specified, panel length and width shall be accurate within ± 1/81. Panel edges shall be straight within 1/16" for an 8 -ft length and proportionately for other lengths. Panels in the same group shall not vary in thickness by more than 1/16", nor differ from design thickness by more than 1/8". Panels shall be square, as measured on the diagonals, within 1/8" for a 4 -ft -wide panel and proportionately for other widths. Panels shall lie .flat at all points within 1/4" for 4 -ft x 8 -ft panels, and proportion- ately for other sizes. Panel edge cross sections shall be square within 1/16" for constructions with lumber stringers 4" deep, and proportionately for other sizes. 3.3.5 Insulation, vapor -barrier materials and ventilation shall be provided as specified in the design. Such materials shall be securely fastened in the assembly in such a way that they cannot interfere in the process of gluing the plywood skins, or with the ventilation pattern. When ventilation is specified, panels shall be vented through block- ing and headers on the cool side of the insulation. Provision shall be made to line up the vent holes within and between panels. Stringers shall not be notched for ventilation, unless so specified. 4. Test Samples 4.1 When glue -bond test samples are taken from a member, if not otherwise obtained from trim, they shall be taken as cores approximately 2" in diameter, drilled perpendicular to the plane of the skins, and no deeper than 3/4" into any framing member. 4.2 No samples shall be taken from the same skin at cross sections closer together than 12" along the span of the panel, except as detailed in Paragraph 4.2.2 below. Samples shall be taken at a,distance from the panel ends not greater than the panel depth, except as follows: 4.2.1 One sample may be taken from one of the outside longitudinal framing members, within the outer quarters of the panel length, provided the framing member is notched no deeper than 1/2" below its edge. The other outside longitudinal framing member may be sampled similarly, but at the opposite end of the panel. 4.2.2 No more than two samples per butt joint at any one cross section may be taken from skin splice plates. They shall be located midway between longitudinal - framing members, and shall be aligned longitudinally, one on each side of the butt joint. 4.3 Where glue -bond test samples have been taken, holes shall be neatly plugged with glued wood inserts. 5. Identification Each member shall be identified by the ap- propriate trademark of an independent inspection and testing agency, legibly applied so as to be clearly visible. Locate trademark approximately 2 feet from either end, except appearance of in- stalled panel shall be considered. -16 U N SM DQE 'fVbl7-- ICE 6F FAQ ( CA-TM)U CSP- PL`I WOQO n S-�K�►'� �'sU-FvL,EM&V T 3 e -�w Seo `) ; - rn(� 3 ip1 U N STSN DII� 6F (ESS Q /d1U YD F&AE2(CAMM 6'P— Pl`l (wL SL� EM&J -r- 3 e -{ w WsLS-o _� 3 1 Typical Two -Sided Stressed -Skin Panel • Plywood splice plate Plywood top skin Butt joint between Plywood panels Glue joint Vent holes Lumber header may be continuous or as shown on Opposite end Scarf joint In Ventilation lower skin is openings Lumber stringers preferred method (alternate: spliced butt joint) Blanket Insulation Lumber blocking as required (not req. If pre -spliced Vent holes skins are used) Lumber headers Plywood lower skin Typical One -Sided Stressed -Skin Panel 1 ypicat ii -mange Butt Jo between p ood panels (or scarfed) Scarfed Joint or splice-piated butt joint between plywood panels Plywood top skin splice lywooplate Lumber stringers 7 .. . . Lumber stringers PART 2—Fabrication of Plywood Stressed -Skin Panels 1. General This specification covers the fabrication of glued plywood stressed -skin panels; with spaced stringers of lumber or plywood, and with skins of plywood glued to one or both sides. 1.2 Plywood stressed -skin panels should be designed by a qualified architect or engineWin accordance with the latest edition of the American Plywood Association PLYWOOD DESIGN SPECIFICATION (PDS), using the method set forthInPart 1 of this PDS Supplement. Other design methods may be employed, provided they are supported by ade- quate test data. 1.3 Plywood stressed -skin panels shall be fabricated and assembled in accordance with engineering drawings and specifications, except that minimum requirements herein shall be observed. 1.4 The plywood use recommendations contained in this publication are based on American Plywood Association's continuing program of laboratory testing, product research and comprehensive field experience. However, there are wide varia- tions in quality of workmanship and in the condi- tions under which plywood is used. Because the Association has no control over those elements, it cannot accept responsibility for plywood perfor- mance or designs as actually constructed. 2. Materials 2.1 Plywood 2.1.1 Plywood shall conform with the latest edition of U.S. Product Standard PS -1 for Construction and Industrial Plywood. Each original panel shall bear the trademark of the American Plywood Associa- tion. Any precut plywood shall be accompanied by an affidavit from the pre -cutter certifying that each original panel was of the specified type and grade, and carried the trademark of the American Plywood Association. 2.1.2 At time of gluing, the plywood shall be conc tioned to a moisture content between 7% ar, 16%. Pieces to be assembled Into a sing stressed -skin panel shall be selected for moistui content to conform with Section 3.3.1. ,2.1.3 Surfaces of plywood to be glued shall be clea and free from oil, dust, paper tape, and othE material which would be detrimental to satisfai tory gluing. Medium density overlaid surface shall not be relied on for a structural glue bond. 2.2 Lumber 2.2.1 Grades shall be in accordance with current lumbo grading rules, except that knotholes up to th same size as the sound.and tight knots specifie for the grade by the grading rules may be permit ted. When lumber is resawn, it shall be regradec on the basis of the new size. 2.2.2 At time of gluing, the lumber shall be conditione( to a moisture content between 7% and 160/. Pieces to be assembled into a single stresse(f skin panel shall be selected for moisture conten to conform with Section 3.3.1. 2.2.3 Surfaces of lumber to be glued shall be clean an( free from oil, dust, and other foreign matter whicl would be detrimental to satisfactory gluing. Eact piece of lumber shall be machine finished, but no sanded, to a smooth surface with a maximum allowable variation of 1/32" in the surface to bf glued. Warp, twist, cup or other characteristic: which would prevent intimate contact of matinc glued surfaces shall not be permitted. 2.3 Glue 2.3.1 Glue shall be of the type specified by designer fo anticipated exposure conditions. 14 101, SIU 2.3.2 Interior type glue shall conform with ASTM Specifica- tion D3024. Exterior type glue shall conform with ASTM Specification D2559. 2.3.3 Mixing, spreading, storage-, pot-, and working -life, and assembly time and temperature shall be in accordance with the manufacturers' recommendations. 3. Fabrication - 3.1 Skins 3.1.1 Slope of scarf and finger joints in plywood skins shall not be steeper than 1 in 8 in the tension skin, and 1 in 5 in the compression skin. Scarf and finger joints shall be glued under pressure over their full contact area, and shall meet the requirements of PS 1, Section 3.9. In addition, the aggregate width of all knots and knotholes falling wholly within the critical section shall be not more than 10" on each face of the jointed panel for a 4 -ft -wide panel, and proportionately for other widths. The critical section for a scarf joint shall 'be defined as a 12"-wide.strip, 6" on each side of the joint in the panel face, extending across the width of the panel. 3.1.2 Butt joints in plywood skins shall be backed with plywood splice plates centered over the joint and glued over their full contact area. Splice plates shall be at least equal in thickness to the skin, except that minimum thickness shall be 15/32" if nail -glued. Minimum splice plate lengths, face grain parallel with that of the skin, shall be as follows (unless otherwise called for in the design): Skin Thickness Splice Plate Length 1/4" 6" 5/16" 8" 3/8" sanded 10" 3/8" unsanded 12" 15/32" & 1/2" 14" 19/32" - 3/4" 16" 3.1.3 Surfaces of high density overlaid plywood to be glued shall be roughened, as by a light sanding, before gluing. 3.2 Framing 3. 2.1 Scarf and finger joints may be used in stringers, pro- vided the joints are as required for the grade and stress used in the design. Knots or knotholes in the end joints shall be limited to those permitted by the lumber grade, but in any case shall not exceed 1/4 the nominal width of the piece. 3.2.2 - The edges of tie framing members to which the plywood skins are tobe. glued shall be surfaced prior to assembly to prov'idea maximum variation in depth of 1/16" for all members in a panel. (Allow for actual thickness -'of any splice plates superimposed on blocking.) 3.3 Assembly 3.3.1 The range of moisture content of the various pieces assembled into a single stressed -skin panel shall not exceed 5%. 3.3.2 Plywood skins shall be glued to framing members over their full contact area, using means that will provide close contact and substantially uniform pressure. Where clamping or other positive mechanical means are used, the pressure on the net framing area shall be sufficient to provide adequate contact and ensure good glue bond (100 to 150 psi on the net glued area is recommended), and shall be uniformly distributed by caul plates, beams, or other effective means. In place of mechanical pressure methods, nail -gluing may be used. Nail sizes and spacings shown in the following schedule are suggested as a guide: Nails shall be at least 4d for plywood up to 3/8" thick, 6d for 1/2" to 7/8" plywood, 8d for 1" to 1-1/8" plywood. They shall be spaced not to exceed 3" along the framing members for plywood through 3/8", or 4" for plywood 15/32" and thicker, using one line for lumber 2" wide or less, and two lines for lumber more than 2" and up to 4" wide. Application of pressure or nailing may start at any point, but shall progress to an end or ends. In any case, it shall be the responsibility of the fabricator to produce a continuous glue bond which meets or exceeds ap- plicable specifications. 15 3.3.3 Where a tongue -and -groove type panel edge joint is specified (and not otherwise detailed), the longitudinal framing member forming the tongue shall be of at least 2" nominal width, set out 3/4" ± 1/16"'from the plywood edge. Edges of the tongue shall be eased so as to provide a flat area at least 3/8" wide. Any corresponding framing member forming the base of the groove shall be set back 1/4" to 1" more than the amount by which the tongue protrudes. One skin may be cut back slightly to provide a tight fit for the opposite skin. 3.3.4 Unless otherwise specified, panel length and width shall be accurate within ± 1/8". Panel edges shall be straight within 1/16" for an 8 -ft length and proportionately for other lengths. Panels in the same group shall not vary in thickness by more than 1/16", nor differ from design thickness by more than 1/8". Panels shall be square, as measured on the diagonals, within 1/8" for a 4 -ft -wide panel and proportionately for other widths. Panels shall lie flat at all points within 1/4" for 4 -ft x 8 -ft panels, and proportion- ately for other sizes. Panel edge cross sections shall be square within 1/16" for constructions with lumber stringers 4" deep, and proportionately for other sizes. 3.3.5 Insulation, vapor -barrier materials and ventilation shall be provided as specified in the design. Such materials shall be securely fastened in the assembly in such a way that they cannot interfere in the process of gluing the plywood skins, or with the ventilation pattern. When ventilation is specified, panels shall be vented through block - Ing and headers on the cool side of the insulation. Provision shall be made to line up the vent holes within and between panels. Stringers shall not be notched for ventilation, unless so specified. 4. Test Samples 4.1 When glue -bond test samples are taken from a member, if not otherwise obtained from trim, they shall be taken as cores approximately 2" in diameter, drilled perpendicular to the plane of the skins, and no deeper than 3/4" into any framing member. 4.2 No samples shall be taken from the same skin at cross sections closer together than 12" along the span of the panel, except as detailed in Paragraph 4.2.2 below. Samples shall be taken at a distance from the panel ends not greater than the panel depth, except as follows: 4.2.1 One sample may be taken from one of the outside longitudinal framing members, within the outer quarters of the panel length, provided the framing member is notched no deeper than 1/2" below its edge. The other outside longitudinal framing member may be sampled similarly, but at the opposite end of the panel. 4.2.2 No more than two samples per butt joint at any one cross section may be taken from skin splice plates. They shall be located midway between longitudinal framing members, and shall be aligned longitudinally, one on each side of the butt joint. 4.3 Where glue -bond test samples have been taken, holes shall be neatly plugged with glued wood inserts. 5. Identification Each member shall be .identified by the ap- propriate trademark of an independent inspection and testing agency, legibly applied so as to be clearly visible. Locate trademark approximately 2 feet from either end, except appearance of in- stalled panel shall be considered. 16 Typical Two•Sided Stressed -Skin Panel ® Plywood splice plate Plywood top skin Vent holes Butt joint between . Lumber header Plywood panels may be continuous or as shown on • opposite end Glue joint • Scarf joint in Ventilation lower skin is openings Lumber stringers preferred method (alternate: spliced butt joint) Blanket insulation Lumber blocking as required (not req. if pre -spliced Vent holes skins are used) Lumber headers Plywood lower skin Typical One -Sided Stressed -Skin Panel Scarfed joint or splice -plated butt joint between plywood panels 3 ood skin Lumber stringers EFFECTIVE SECTION PROPERTIES FOR. PLYWOOD Table t. Face Plies of Different Species Group from Inner Plies ' (Includes all Product Standard Grades except those noted in Table 2.) Table 2. Structural I and Marine Stress Applied Parallel to Face Grain Stress Applied Perpendicular to Face Grain A 1 KS Ib✓Q A I KS 1b Q Nominal Approximate is Thickness Weight Effective Area Moment Effective Rolling Area Moment Effective Thickness On l (pat) lbiekneea Oa 2/ft) of Section Shear On.2/ft) of Section Shear Inertia Modulus For Shear Inertia Inertia Modulus Constant Inertia Modulus Constant 8n.3/ft) pn.2/ft) 8n.) (Ln.31ft) On.4/ft► Oa.31ft) On.2/ft) 1.0 Oa4/ft) 0n.3/ft) Oa .21ft) UNSANDED PANELS 6/16-U 1.0 0.268 1.491 .0.022 0.112 2.669 0.660 0.001 0.023 4.497 3/8 -U 1.1 0.278 1.866 0.039 0.152 3.110 0.799 0.002 0.033 5.444 16132&1/2 -U 1.5 0.298 2.292 0.067_ . 0.213 3.921 1.007 0.004 0.056 2450 19/32&5/8 -U 1.8 0.319 9.590 .:.. U21 :'ra 0.979 _ . 6.004 1.286 0.010 ` 0.091 8.108 23132&314 -U 2.9 0.446 : 8,847.:, == ;.0 234.: ^; , X0.7 6.455 1.589 0.098 0.232 U13 i 7/8 -U 26 0.607 =� 1j 609 =' • 1 -U 7.175 1.950 0.118 0.397 4.791 1.-U 3.0 0.842 : &918 , - ask Q483�:, G 869.. 9.244 3.145 0.210 0.680 8.533 1-1/8 •U 3.3 0.869 . := ..4L725 % " : A:'=1.047 9.960 9.079 0.288 1 0.768 1 7.931 BANDED PANELS 1/4 -8 0.8 0.987. '... .. 0.996 0.008 ; ":.&-.0.059 .. 9.010 0.348 0.001 0.009 2.019 11/32-S 1.0 0984 0.998 M019 ," 'I .093• ; •- :' 2.765 0.417 0.001 0.018 2689 318-8 1.1 0.288 1.307 M027 0.186 9.088 0.626 0.002 0.023 3.610 15/32-S 1.4 0.421 1.947 0.088 5.214" 4.113 1.204 0.006 0.067 2.434 119 -8 1.5 0.425 1.947 0.077 0.238 . 4.466 1240 0.009 0.087 2752 19132.3 1.7 0" 2423 0.116 `" 0.316 5.471 1.389 0.021 0.137 2.861 618 -S 1.8 OAW 2.475 0.129 0.389 5.824 1.528 0.027 0.164 5.119 23/32.3 21 0.563 2822 0.179 0.389 6.681 1.737 0.050 0.231 3.818 314 -8 2.2 0.568 2884 0.197 0.412 6.762 2.081 0.063 0.286 4.079 7/8 -8 2.6 ow 2.942 0.278 0.515 8.050 2.651 0.104 0.394 5.078 1 -S 3.0 0.817 3.721 0.423 0.664 8.882 3.163 0.186 0.591 7.031 1-U8 -8 1 3.9 1 0.838 3.854 0.548 0.820 1 9.883 1 3.180 0.271 0.744 8.428 TOUCHSANDED PANELS 1/2 -T 1.5 0.3422698 0.162 0.083 0.271 4.262 1.159 0.006 0.061 2.746 19/32&618 -T 1.8 1 0.408 2.364 0.123 0.327 .5.346 1.565 0.016 0.135 3.220 23132&3/4 -T 22 0.439 2715 0.193 0.3% 6.589 1.622 0.032 0.219 3.635 1-1/8 -T 3.3 0.839 4.548 0.633 0.977 11.258 4.067 0.272 0.743 8.535 Table 2. Structural I and Marine 14 Stress Applied Parallel to Face Grain Stress Applied Perpendicalar to Face Grain A I KS Ib✓Q A I KS 1w Nominal - Approximate to Thickness Weight Effective Area Moment Effective Rolling Area Moment Effective Rolling On l (pall Thickness On.2/ft) of Section Shear On.21ft) of Section Shear For Shear Inertia Modulus Constant Inertia Modulus Constant Oj On.4/ft) 8n.3/ft) pn.2/ft) 0m41ft). (Ln.31ft) On tilt) UNSANDED PANELS 6/16-U 1.0 0.356 1.619 0.022 0.126 2.567 1.188 0.002 0.029 6.037 318 -U 1.1 0.371 2.226 0.041 0.195 3.107 1.438 0.003 0.043 7.307 15132&1/2 -U 1.5 0.635 2.719 0.074 0.279 4.157 2.175 0.012 0.116 2.408 19/32&5/8 -U 1.8 0.707 3.464 0.164 0.437 5.685 2.742 0.045 0.240 3.072 23132&314 -U 2.2 0.739 4.219 0.236 0.649 6.148 2.813 0.064 0.299 3.540 718 -U 2.6 0.776 4.388 0.348 0.690 6.948 3.610 0.131 0.457 4.722 1 -U 3.0 1.088 5.200 0.529 0.922 8.512 6.661 0.270 0.781 6.435 1-1/8 -U 1 3.3 1.118 1 6.664 1 0.751 1.164 1 9.061 5.542 1 0.408 1 0.999 1 7.833 BANDED PANELS 1/4 -S 0.8 0.342 1.280 0.012 0.083 2.009 0.626 0.001 0.013 2.723 11/32-S 1.0 0.365 1.280 0.026 0.133 2.764 0.751 0.001 0.023 3.397 3/8 -S 1.1 0.373 1.680 0.038 0.177 3.086 1.126 0.002 0.033 4.927 15/32-S 1.4 0.537 1.947 0.067 0.246 4.107 2.168 0.009 0.093 2.405 1/2 -S 1.5 0.645 1.947 0.078 0.271 4.457 2.232 0.014 0.123 2.725 19/32-S 1.7 0.709 3.018 0.116 0.338 5.666 2.501 0.034 0.199 2.811 518 -S 1.8 0.717 3.112 0.131 0.361 5.934 2.751 0.046 0.238 3.073 23/32-S 2.1 0.741 3.735 0.183 0.439 6.109 3.126 0.085 0.338 3.780 314 -S 2.2 0.748 3.848 0.202 0.464 6.189 3.745 0.108 0.418 4.047 7/8 -S 2.6 0.778 3.952 0.288 0.569 7.539 4.772 0.179 0.579 5.046 1 -S 3.0 1.091 5.216 0.479 0.827 7.978 5.693 0.321 0.870 6.981 1.1/8 -S 1 3.3 1 1.121 1 5.593 1 0.623 1 0.956 8.841 -1 5.724 1 0.474 1 1.098 8.377 TOUCH SANDED PANELS 1/2 -T 1.5 0.643 12.698 0.084 0.282 4.511 2.486 0.020 0.162 2.720 19/32&6/8 -T 1 1.8 0.707 3.127 1 0.124 0.349 6.500 2.799 0.050 0.269 3.183 23132&3/4 -T 2.2 0.739 4.069 0.201 0.469 6.592 3.626 0.078 0.350 3.596 14 Table I Allowable Stresses for Plywood'(psi) conforming to US Product Standard PS 1-83 for Construction and In- dustrial Plywood. Stresses are based on normal duration of load, and on common structural applications where panels are 24' or greater in width For other use conditions, see Section 3.3 for modifications. (1) See pages 12 and 13 for Guide Tb qualify for stress level S•1, gluelines must be exterior and only veneer grades N. A. and C (natural, not repaired) are allowed in either face or back. For stress level S-2, gluelines must be exterior and veneer grade B, C.Plugged and D are allowed on the face or back. Stress level S-3 includes all panels with interior or intermediate (IMG) gluelines. (2) Reduce stresses 25% for 3 -layer (4- or 5 -ply) panels over 6/8' thick. Such lgyups are possible under PS 1-83 for APA RATED SHEATHING, APA RATED STURD-I-FLOOR, UNDERLAYMENT, C -C Plugged and GD Plugged grades over 5/8' through 3/4' thick. (3) Shear-through-the•thiclmew stresses for MARINE and SPECIAL EXTERIOR grades may be increased 33%. See Section 3.8.1 for conditions under which stresses for other,grades may be increased. 15 Spies Grade Stress Levelll) S-1 S-2 S,? Group Type of Stress of Dry Face Ply Wet Dry Wet Dry Only ' EXTREME FIBER STRESS 1 1430 2000 1190 1650 1650 IN BENDING (Fb) TENSION IN PLANE Pb 2.3 980 1400 820 1200 1200 OF PLIES (Ft) & Face Grain Parallel or Pt 4 940 1330 780 1110 1110 Perpendicular to Span (At 450 to Fees Grain Use 1/6 Ft) COMPRESSION IN PLANE OF 1 970 1640 900 1640 1540 'IES PC 2 T30 1200 ' ' 680 1100 1100 Parallel or Perpendicular to 810 1060 680 890 990 Face Grin a 3 (At 45° to Face Grain Use 1/3 Fc) 4 610 1000 580 950 960 SHEAR THROUGH THE 1 155 190 155 190 160 THICRNESSM Parallel or Perpendicular to FU 2.3 120 140 120 140 120 Face Grain (At 45' to Face Grain Use 2 FV) 4 110 130 110 130 115 ROLLING SHEAR (IN THE PLANE OF PLIES) MARINE STRUCTURAL 1 63 75 63 75 — Ps Parallel or Perpendicular to Face Grain ALL OTHER") - M 63 44 63 48 (At 45° to Face Grain Use 1-1/3 Fr MODULUS OF RIGIDITY (OR 1 70,000 90,000 70,000 90,000 82,000 SHEAR MODULUS) 2 60,000 75,000 60,000 75,000 68,000 Shear in Plane Perpendicular d 3 50,000 60.000 50,000 60.000 55,000 to Plies (through the thickness) 4 45,000 50,000 45,000 50,000 45.000 (At 45° to Face Grain Use 4G) BEARING (ON FACE) 1 210 340 210 340 340 Perpendicular to Plane PC 1 2,3 135 210 135 210 210 of Plies 4 105 160 105 160 160 MODULUS OF ELASTICITY 1 1,500,000 1;8001000 1,500,000 1,800,000 1,800,000 IN BENDING IN'PLANE g 1,300,000 1,500,000 1,300,000 1,500,000 1,500,000 OF PLIES E+ 3 1,100,000 1,200,000 1,100,000 1,200,000 1,200,000 Face Grain Parallel or 4 900,000 1.000,000 900.000 1.000,000 1,000.000 Perpendicular' to Span i. (1) See pages 12 and 13 for Guide Tb qualify for stress level S•1, gluelines must be exterior and only veneer grades N. A. and C (natural, not repaired) are allowed in either face or back. For stress level S-2, gluelines must be exterior and veneer grade B, C.Plugged and D are allowed on the face or back. Stress level S-3 includes all panels with interior or intermediate (IMG) gluelines. (2) Reduce stresses 25% for 3 -layer (4- or 5 -ply) panels over 6/8' thick. Such lgyups are possible under PS 1-83 for APA RATED SHEATHING, APA RATED STURD-I-FLOOR, UNDERLAYMENT, C -C Plugged and GD Plugged grades over 5/8' through 3/4' thick. (3) Shear-through-the•thiclmew stresses for MARINE and SPECIAL EXTERIOR grades may be increased 33%. See Section 3.8.1 for conditions under which stresses for other,grades may be increased. 15 Li qo-oi-o9 �1GoJm a2 / feu rIlcf�- G c U c.15 IJ L i�..tn1i•� — I -COS 2 6/9Z 5/voN Z ZU u C- w -7�� �_lU•FS?�- -32.�� . ..(cA,34o . 75o.--'-zs3..4 _ •tu:�_ U).6 I 'Z� Cw L �1. c^\ O I .c[n/ClU-u o .G36 � , �S�;O��J ►3s,c�q 0 14S9? ILKo.ci l 2-9 p . 32 oC- -0 SFAS' 03-4-1 10,91 Z-7 "309 1 ICS .4-7 l 10..Z- 2-1 b•cm� 0 4,0`t.07 7 x (.01 to ,MN e- ls,v� 2 2 2�0K SZCk�K 110j:_ +l( .-- 112���(� q•�z� ,. ti( A, 11 &,E � 10 4, Zs,�(� .� Z 3 0�\3 X 1.063 7,S;9bG 41.175' !ISAq ?is s 4v.,66ti I - 4 . l sto 4I Cb3 `3 .q(y l0�6 Zs2.3ZS' 37 0. Z9 G 11 ZN2..zc)Z4- 301.1 r!�- `'-29. S-i�) I 55"].66Z 5'-T% z 13-14..1 1-3 Qhs OtU' L2� 4() VZ 7c(�� -�� �o.1 p .3?S * �� "! la>r- A &o S, I -W o�3� 1 i6 2 4 ,45.- -7. Toy. `10 �taS.� EMMca 2 'V -F (o Z/C(SD Q--, 73-3 .7 Q CU- BE 19% - ,q(oy 1L+. o Rs7 w 11(0.y�6{ 2 J �i2s j1 I -W o�3� 1 i6 2 4 ,45.- -7. 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Z4 (C� 35ZI. 14 &I dlnk sl;_Z Irc Z-71 /S�pa-,� r $cZ,Z � 1� Mjs\AA�e (u� e-r,,3NCO ISLPO x tr�rZ-�xCC�-gK4.Woz-- J -K Uq8xcc�� w��e 3 a= 2 cx 83c� woo - [loll�v�16 (t ms s= z l fi 2,x 53 x1.49 t 0."7S;x z bsL� =6u- Z19 � scrz.�w• _ 4- (.- X 411 l2 K 4.1 -+- $ 4-K 3217 K 4-li97 W3. 10 W"t" ---.& -2gvsq7 �, �,� �.- �� `� DC 113,1 DC Z�� OC 1 • �'�KG�� W"t" ---.& -2gvsq7 INS .� 12-�i • O '� 7�. 2 C�-\M 1— - 11 N S1°�Tl DII� '(V 'sem P�S V -t ?, i s 6p 0E�5�Q Ali 10 . ��Z (Ci4�Tl6till CS' PL`s. PART 2—Fabrication of Plywood Stressed -Skin Panels 1. General 1.1 This specification covers the fabrication of glued plywood stressed -skin panels, with spaced stringers of lumber or plywood, and with skins of plywood glued to one or. both sides. . 1.2 Plywood stressed -skin panels should be designed by a qualified architect or engineer in accordance with the latest edition of the American Plywood Association PLYWOOD DESIGN SPECIFICATION (PDS), using the method set forth in Part 1 of this PDS Supplement. Other design methods may be employed, provided they are supported by ade- quate test data. 1.3 Plywood stressed -skin panels shall be fabricated and assembled in accordance with engineering_ drawings and specifications, except that minimum requirements herein shall be observed. 1.4 The plywood use recommendations contained in this publication are based on American Plywood Association's continuing program of laboratory testing, product research and comprehensive field experience. However, there are wide varia- tions in quality of workmanship and in the condi- tions under which plywood is used. Because the Association has no control over those elements, it cannot accept responsibility for plywood perfor- mance or designs as actually constructed. 2. Materials 2.1 Plywood 2.1.1 Plywood shall conform with the latest edition of U.S. Product Standard PS -1 for Construction and Industrial Plywood. Each original panel shall bear the trademark of the American Plywood Associa- tion. Any precut plywood shall be accompanied by an affidavit from the pre -cutter certifying that each original panel was of the specified type and grade, and carried the trademark of the American Plywood Association. 2.1.2 At time of gluing, the plywood shall be con, tioned to a moisture content between 7% a+ 16%. Pieces to be assembled into a sing stressed -skin panel shall be selected for moistu content to conform with Section 3.3.1. 2.1.3 Surfaces of plywood to be glued shall be clez and free from oil, dust, paper tape, and oth material which would be detrimental to satisfy tory gluing. Medium density overlaid surfac, shall not be relied on for a structural glue bonc 2.2 Lumber 2.2.1 Grades shall be in accordance with current lumbi grading rules, except that knotholes up to tf same size as the sound and tight knots specifiE for the grade by the grading rules may be permi ted. When lumber is resawn, it shall be regrade on the basis of the new size. 2.2.2 At time of gluing, the lumber shall be conditionE to a moisture content between 7% and 16°i, Pieces to be assembled into a single stressed skin panel shall be selected for moisture conter to conform with Section 3.3.1. 2.2.3 Surfaces of lumber to be glued shall be clean an free from oil, dust, and other foreign matter whic would be detrimental to satisfactory gluing. Eac piece of lumber shall be machine finished, but nc sanded, to a smooth surface with a maximur allowable variation of 1132" in the surface to'b glued. Warp, twist, cup or other characteristic which would prevent intimate contact of matin glued surfaces shall not be permitted. 2.3 Glue 2.3.1 Glue shall be of the type specified by designer fc anticipated exposure conditions. 14 2.3.2 Interior type glue shall conform with ASTM Specifica- tion D3024. Exterior type glue shall conform with ASTM Specification D2559. 2.3.3 Mixing, spreading, storage-, pot-, and working -life, and assembly time and temperature shall be in accordance with the manufacturers' recommendations. 3. Fabrication 3.1 Skins 3.1.1 i Slope of scarf and finger joints in plywood skins shall not be steeper than 1 in 8 in the tension skin, and 1 in 5 in the compression skin. Scarf and finger joints shall be glued under pressure over their full contact area, and shall meet the requirements of PS 1, Section 3.9. In addition, the aggregate width of all knots and knotholes falling wholly within the critical section shall be not more than 10" on each face of the jointed panel for a 4 -ft -wide panel, and proportionately for other widths. The critical section for a scarf Joint shall be defined as a 12" -wide strip, 6" on each side of the joint X11in the panel face, extending across the width of 10 the panel. 3.1.2 Butt joints in plywood skins shall be backed with plywood splice plates centered over the joint and glued over their full contact area. Splice plates shall be at least equal in thickness to the skin, except that minimum thickness shall be 15/32" if nail -glued. Minimum splice plate lengths, face grain parallel with that of the skin, shall be as follows (unless otherwise called for in the design): Skin Thickness Splice Plate Length 1/4" 3.1.3 6" 5/16" 8" 3/8" sanded 10" 3/8" unsanded 12" 15/32" & 1/2" 14" 19/32" - 3/4" 1611E - 6"E -- 3.1.3 Surfaces of high density overlaid plywood to be glued shall be roughened, as by a light sanding, before gluing. 3.2 Framing 3.2.1 Scarf and finger joints may be used in stringers, pro- vided the joints are as required for the grade and stress used in the design. Knots or knotholes in the end joints shall be limited to those permitted by the lumber grade, but in any case shall not exceed 1/4 the nominal width of the piece. 3.2.2 The edges of the framing members to which the plywood skins are to be glued shall be surfaced prior to assembly to provide a maximum variation in depth of 1/16" for all members in a panel. (Allow for actual thickness of any splice plates superimposed on blocking.) 3.3 Assembly 3:3.1 The range of moisture content of the various pieces assembled into a single stressed -skin panel shall not exceed 5%. 3.3.2 Plywood skins shall be glued to framing members over their full contact area, using means that will provide close contact and substantially uniform pressure. Where clamping or other positive mechanical means are used, the pressure on the net framing area shall be sufficient to provide adequate contact and ensure good glue bond (100 to 150 psi on the net glued area is recommended), and shall be uniformly distributed by caul plates, beams, or other effective means. In place of mechanical pressure methods, nail -gluing may be used. Nail sizes and spacings shown in the following schedule are suggested as a guide: Nails shall be at least 4d for plywood up to 3/8" thick, 6dfor 1 /2" to 7/8" plywood, 8d for 1" to 1-1/8" plywood. They shall be spaced not to exceed 3" along the framing members for plywood through 3/8", or 4" for plywood 15/32" and thicker, using one .line for lumber 2" wide or less, and two lines for lumber more than 2" and up to 4" wide. Application of pressure or nailing may start at any point, but shall progress to an end or ends. In any case, it shall be the responsibility of the fabricator to produce a continuous glue bond which meets or exceeds ap- plicable specifications. 15 3.3.3 Where a tongue -and -groove type panel edge joint is specified (and not otherwise detailed), the longitudinal framing member forming the tongue shall be of at least 2" nominal width, set out 3/4" ± 1/16" from the plywood edge. Edges of the tongue shall be eased so as to provide a flat area at least 3/8" wide. Any corresponding framing member forming the base of the groove shall be set back 1/4" to 1 " more than the amount by which the tongue protrudes. One skin may be cut back slightly to provide a tight fit for the opposite skin. 3.3.4 Unless otherwise specified, panel length and width shall be accurate within ± 1/8". Panel edges shall be straight within 1/16" for an 8 -ft length and proportionately for other lengths. Panels in the same group shall not vary in thickness by more than 1/16", nor differ from design thickness by more than 1/8". Panels shall. be square, as measured on the diagonals, within 1/8" for a 4 -ft -wide panel and proportionately for other widths. Panels shall lie flat at all points within 1/4" for 4 -ft x 8 -ft panels, and proportion- ately for other sizes. Panel edge cross sections shall be square within 1/16" for constructions with lumber stringers 4" deep, and proportionately for other sizes. 3.3.5 Insulation, vapor -barrier materials and ventilation shall be provided as specified in the design. Such materials shall be securely fastened in the assembly in such a way that they cannot interfere in the process of gluing the plywood skins, or with the ventilation pattern. When ventilation is specified, panels shall be vented through block- ing and headers on the cool side of the insulation. Provision shall be made to line up the vent holes within and between panels. Stringers shall not be notched for ventilation, unless so specified. 4. Test Samples 4.1 When glue -bond test samples are taken from a member, if not otherwise obtained from trim, they shall be taken as cores approximately 2" In diameter, drilled perpendicular to the plane of the skins, and no deeper than 3/4" into any framing member. 16 4.2 No samples shall be taken from the same skin at cross sections closer together than 12" along the span of the panel, except as detailed in Paragraph 4.2.2 below. Samples shall be taken at a distance from the panel ends not greater than the panel depth, except as follows: 4.2.1 One sample may be taken from one of -the outside longitudinal framing members, within the outer quarters of the panel length, provided the framing member is notched no deeper than 1/2" below its edge. The other outside longitudinal framing member may be sampled similarly, but at the opposite end of the panel. 4.2.2 No more than two samples per butt joint at any one cross section may be taken from skin splice plates. They shall be located midway between longitudinal framing members, and shall be aligned longitudinally, one on each side of the butt joint. 4.3 Where glue -bond test samples have been taken, holes shall be neatly plugged with glued wood inserts. 5. Identification Each member shall be identified by the ap- propriate trademark of an independent inspection and testing agency, legibly applied so as to be clearly visible. Locate trademark approximately 2 feet from either end, except appearance of In- stalled panel shall be considered. C WS, R <. /J' � P � 7YPR �J'� �,• R,2� n°li p`6 t/. lJ/D "ALUM, •JU4J -7l19 R_'A 144°%1 (N�2°L./Sq,FT. HAJAPCREROKEE '7')'A7Yi ELAJTAMAT/C ROOF COAT /N6. 13 S T R UGT U R A L PANEL MAY B/ SPRN,V6 O W/2 e �JO.fl. OF MILAN. M/N/ND CO. JTLWC pAN4LEJ, :'•oez" (ALUMINUM 3004-H36) TVP AWNING RA/L STReCTORAI PANEL NB sm S. 13"oR IB O•G N/°`/•'WDaD SCREWl&Wgb•C• DECORATIVE PLATE i, /. SO'• A/ODMS �/j'KB %P" PRESJEO p w10 JNJ®13"OR 9'b.C. 1m 74 O. C. WooO. PAINTCO n DEG ORA rfvdr A4CA, MAY Re LCJEO W"Iw •71" /.O" N600ER ANY NCAD/R. TYP. h c•aob:" ^ DECORATIVE FACIA #/O SMS 6) TYA / 7A • •/s . <� womowvJ .Casson mno,no w sn f 'Caw MAw/MDA nusrn u+o s.rm coos, omuon 11, 1- f 18'."STRUCTURAL PANEL APPROVED i auuscr ro conscilons norm N (ALUMINUM 3004-H36) a o•'iv '"" •"• •o •t� ,.•w,...wn `amr. i� /�,p e, olWuea: w ,now.. SEE SCNEpULC c. MAN✓FACTL/R EO BY A. B• CHANCE CO. <iiro,wm o.ron..w, e, nyawo we...w1n o...rov+.wr wa fAl1N ANCNUK MOYEC AK - EARTH ANCNW( MDDE[ AK L t %•'EIOtT o R 4 -RB SNS Z EACH S/De. TYP• %'AT'Q', ro,L//�o/�sr•"oaos ' BY-SfG�r'✓A/�'v�r/ 23 -TOP CONN• OR ACT 76L6 CNA NN BL F TOP AND BOTTOM DOtd1AN /V -0.o3 Z' SP/CE. T16HT F/r C ONNC[ r/ONJ . SPA N0_2L ALuN. 3°03- N/6 COLUMN COL//HN CGE✓CJ n �oov $n.��CO..sPA<T W6tC- RALE OEGSANDsGRA✓iL,//ARD JAN 2 3 1971 t% Mi. PW Approv°/,Expire• S7RYCr✓/AL PANfC SPLICE. At OR SIAB/LILER CL/P T SpL/CE SEENOTi/3. 'T/G NT F/r New FR /2 "SPL/C6 FCTJ /NI/OE OF Og•• HFADe ACU.1. YA 6061-6 h T ENT F/ N '�ysµSR b IP•.� n 6Nr r, r--/ r/t i i•SPt/ce O O' DECORATIVE SCROLL, MAY B6 -7 "OA 6" SOL/O DeCORAT/✓E O T STAB/CIZER CLAP CONT, SEE NO 116 /3 i i t STRucruRAt PANdc, AI/O JNJ ® 6 %z'OR 9,0C., n •063" M •06 " O 3.00" TNROu6N B01/ v ENOJ EXTRUDED HEADER "A" 19V11/116 RA't /,JO•' , GRoamo LJNE \ ANO H,aYGER �«--� Lip/2�ii� SPLICE BOLT LOCATION (ALUMINUM 6061 -T6) 2-�4 STC. BOLrJ " it HANGER W/JAFEJY JTAK6. EXTRUDED HEADER A (ALUM. HANGER 6) 2-%""PNILL.vf ROD NEAW 0.062'.1�_ /•SO2" QO2" JTEEL - TYPE S•NA, OR Ea a AL, EAR TN ,D" . I6 /.bsb' SPLICE DETAILS ANCM04 /O" () 80 TrOM CONN. BRACKGT 7 'YB SAW O 2q' G. C • 3 " S• TS' h 42%i 2!z x/6=8 N CNANNE'L CHANNEL CONNECTOR'/ ,NJTALL M 2.BTs" Rem rRYP o (ALUM. 6063-T6) - VE<r,rwt - SrR4rTORAC PqN/l yb ° O 19" 161. A �/� 2. o" .20" r 2 COLUMN CONNECTIONS � 1 P,,� AIC•'/L" '� N /6��.B7J' .o" •8Tt' AK2•I%6 AND COLUMN DETAILS 0: 0.062" SAFETY STAKE TY`L ?'°°- "�• 4•'D•w. 9 A. a rYA. Z's AJ Tm A-1 Lf N M •TS+ BOrrORT /CLAN6E w T_ MAR/MUM LfmCTN Nor r0 EAC6er4) LEN61N VW_j STABILIZER CLIP fij /6 Q fil MOB/LE NOME: FOR M/N/MUM 4eVOrN Wmew ,' /']/FADER B6AA/N6 Q SIDE FACIA l'IVec C,JBO SCG Nora BELOW. �'BoLT -- SBAT (ALUM. 6061 -T 6) LENcrN WHEN (/NENCLosBD ?-%/q•BOLTJ SHALL NOT. B6 L FJS THAN E uT,Nb Al /Le A, B. CHANCE EARTH ANCHOR A.B. CHANCE EARTH (ALUM. 6063 46) PAOXNC r/ON . NOTE: PLACE COLUMN NoA'L/BRACKET ANCHORS AK6AK2 i UNDER CORNER ,B EAaf. _ / DETAIL //all BOTTOM F[AN6E RB SNs�/3"oR 9"o.c. 7' D / Sr,4L/CraRAL PANet / /'\ FALL ALUM• HANG64 STRucr4RAl PANEL I / COL• ArTArAl M/TER B m I' " �j fF Ef SCNED TO QOrra-s OF CORNER BEAM X PRO /�. LO j• pPL V - FOR A'PRo.T§� CORNe.O BC.VM Z. oo" W/2 • A" go, Ti. 3�9 ' E//JT/N6 Moe/cd x N MUM/ DE Tnl'A'io.Y/^Woof scaewJ 9ao.f ° G8Oc. STRUCTURAL . PANEL TO MITER O DE JAIL "C y, BEAM ATTACHMENT NOTE: M/N/M✓M LeN6TN 3 qCr. A u.n. COL. n1 gO6C• WHEN fNCt of YO L=L•SXPROJECT ON � L=O.ot" t STR4f TNRAt O TYP i < / PANEL I M/O SNS dD6Y7" 1 N No76.' ulf MI7Gp OR 9"0•C• Q.64 - P B/Aw+ Fo . 61PA•e a CuR NBALfiA AM m " PROV/OY /GRAIN SPOUT , •9 ly PER EACH 200 SQ.Fr. NEAOER N /•SO" N' OF AWN N6• DETAIL "D" C 1 PLAN FOR CORNER BEAM •.,s 1 100 eff rt y "0 NS MAY BE A77Af NE0 ROLL FORMED HANGER r"o°tT - o"CRLY TO ^ .7% 6700,0 cam. Ndf3 CONCRETE SUB /N GOOD CONDIT/0N FRONT VIEW .4N0 APPA Vera B y THE' ENFORCEMENT 0.2 " R•. TYP _ S L. 6 i/ (VN6NfLOfpD1. 2 R PeoT AKEw AG C-NCY OR TD A 2O'x 10'.•20" CONCpETf I'- 6' (ALUM. 3004 - H 36) (Ecs CLO$eD ) GRofi AREA Foo T/Nb OA SAFETY JrAK 6• TYP• TYP. /. SO" x.Rf"A-36 AGc COG Noir TO QE yerRT/CAC• t•O.04" i STC, EARTH % STRY(rURE MAY BE EN[tofe0 W,rN OP/N \ 3.DO" gN"'0•e reAR,IL(/ce"T FG Er ec6r PGAJ�c'/OP NOT 2-yq"0atTJ TYP. m BRACKeT MDRB THAN ZO "It 7`N/CKA/d1S. 2S• •S" /VOTE•' COGOMNI 1, B. EACH /NJ TALL AT/ON SNALC 11A 41-- NA v6 AN /. MAY BE TR/M- , 3 ALTERNATE COLUMN CONN._ /DENrl TA6 SNOWING M006C N✓MAE•O JAv9 MED wFLerK- l 2•,'6i `BotTJ OR 2-'t'/1 JM1 NUMBE•p, Mi6•NAmr A,,D DES/G/V L/✓d LORD. •^ --�•' ALUM �wc/N6, /• /., /•, r T FOR "C`NCAD ER •. BEAMTO A.B. CHANCE ANCHOR I. EACH Aww/N6 ONdACN FACE OF 1,04?"0, MI EE Sc//ea4c °1• h t F•'� M'. (ALUM. 6061-T6) NOME JNACL NA✓E A J/PEAArAT PERMIT. Epp A" PROD• � '`+ n COUBV 3'COLVMN ALTERNATE COLUMN Coc um/Ys fV , ANCNLat BD<, /O. Acuw shr + -rmvzc et TO of /N CON IACf W/TN STEEc S -r I --e ONC COAT OF 2/NL / OR I(L" PNIa L/P CNROMATe PAINT IOFB FFP. SPEC. TFP -695 L TYP• N ALUMINUM 3003 -HIO / BEAR/N6 BUILDING RED NERD TYPE Cot• CavN, OR EQUAL. ( ) , I SEAT S-/6 oR 6quAt BRACKET //.STE/z PLA rB'S JNALL Be Gq[r19vr. SPt1ce t DEPARTMENT O'e PAINTED W/TN A VINYL PAINT. '' Moelca 14 -mg ' 3"ALTERNATE COLUMN CONN. ," - C•[. T? qwN/NG EN7'0 CO4AI sHACG Nor .4TrACN6D TO COLA/MNJ, -- TYPICAL TOP AND BOTTOM /[/EAGER BEAM APPROVED /3. OMfr A S, -C C_-. GL/P V r•- A" COLUMN SNALI NOTE% /GLACE COC[/MN AS SHOWN �� /TEADER SPLICE• M/N/MUA! O/JT, Er/STING MoB/cd F1oMt AT END OF /IEA A7 V1 BEAM 3'M/N _1 li F7W6EN SPC/CES a /AI ryll R.W& •HANGER EObC OIt7• HEA OERJ. OTHER TNA7N TN/f (itQu/R6 -•' Se PLACED A7 �' Mf -i j HEAOCRS MAY 13E SP/CFD AT Be61NNIN6�., rA/L "e" 3",gcuM. Atr. "'A" 3 ALT COL. TO CONCRETE CONNECTION 4,,,y PD/N r• OF MIreuO _ OL LIMN COtuMN.ATTACN DETAILS REDUCE C0RN ER -_„I/2-%4"sot's ?-% BOLT) TNROL,bH - -- - -- - 'Caw MAw/MDA i p OR. COC4NN ,qac/AG OVERHANG SEE NOTES FOR A.B.CHANCE ANCHORS �/ SEE SCNEpULC 5exeO4Le, MAN✓FACTL/R EO BY A. B• CHANCE CO. oIT -- / d X •OB' TN/CK SrL. fAl1N ANCNUK MOYEC AK - EARTH ANCNW( MDDE[ AK L 2-TUeE COL4Aw1 ' p� _ WAS NIR /3"OR 9"o,C• OR ACT 76L6 F Hill THEE COLUMN. C I r DE JAIL "C y, BEAM ATTACHMENT NOTE: M/N/M✓M LeN6TN 3 qCr. A u.n. COL. n1 gO6C• WHEN fNCt of YO L=L•SXPROJECT ON � L=O.ot" t STR4f TNRAt O TYP i < / PANEL I M/O SNS dD6Y7" 1 N No76.' ulf MI7Gp OR 9"0•C• Q.64 - P B/Aw+ Fo . 61PA•e a CuR NBALfiA AM m " PROV/OY /GRAIN SPOUT , •9 ly PER EACH 200 SQ.Fr. NEAOER N /•SO" N' OF AWN N6• DETAIL "D" C 1 PLAN FOR CORNER BEAM •.,s 1 100 eff rt y "0 NS MAY BE A77Af NE0 ROLL FORMED HANGER r"o°tT - o"CRLY TO ^ .7% 6700,0 cam. Ndf3 CONCRETE SUB /N GOOD CONDIT/0N FRONT VIEW .4N0 APPA Vera B y THE' ENFORCEMENT 0.2 " R•. TYP _ S L. 6 i/ (VN6NfLOfpD1. 2 R PeoT AKEw AG C-NCY OR TD A 2O'x 10'.•20" CONCpETf I'- 6' (ALUM. 3004 - H 36) (Ecs CLO$eD ) GRofi AREA Foo T/Nb OA SAFETY JrAK 6• TYP• TYP. /. SO" x.Rf"A-36 AGc COG Noir TO QE yerRT/CAC• t•O.04" i STC, EARTH % STRY(rURE MAY BE EN[tofe0 W,rN OP/N \ 3.DO" gN"'0•e reAR,IL(/ce"T FG Er ec6r PGAJ�c'/OP NOT 2-yq"0atTJ TYP. m BRACKeT MDRB THAN ZO "It 7`N/CKA/d1S. 2S• •S" /VOTE•' COGOMNI 1, B. EACH /NJ TALL AT/ON SNALC 11A 41-- NA v6 AN /. MAY BE TR/M- , 3 ALTERNATE COLUMN CONN._ /DENrl TA6 SNOWING M006C N✓MAE•O JAv9 MED wFLerK- l 2•,'6i `BotTJ OR 2-'t'/1 JM1 NUMBE•p, Mi6•NAmr A,,D DES/G/V L/✓d LORD. •^ --�•' ALUM �wc/N6, /• /., /•, r T FOR "C`NCAD ER •. BEAMTO A.B. CHANCE ANCHOR I. EACH Aww/N6 ONdACN FACE OF 1,04?"0, MI EE Sc//ea4c °1• h t F•'� M'. (ALUM. 6061-T6) NOME JNACL NA✓E A J/PEAArAT PERMIT. Epp A" PROD• � '`+ n COUBV 3'COLVMN ALTERNATE COLUMN Coc um/Ys fV , ANCNLat BD<, /O. Acuw shr + -rmvzc et TO of /N CON IACf W/TN STEEc S -r I --e ONC COAT OF 2/NL / OR I(L" PNIa L/P CNROMATe PAINT IOFB FFP. SPEC. TFP -695 L TYP• N ALUMINUM 3003 -HIO / BEAR/N6 BUILDING RED NERD TYPE Cot• CavN, OR EQUAL. ( ) , I SEAT S-/6 oR 6quAt BRACKET //.STE/z PLA rB'S JNALL Be Gq[r19vr. SPt1ce t DEPARTMENT O'e PAINTED W/TN A VINYL PAINT. '' Moelca 14 -mg ' 3"ALTERNATE COLUMN CONN. ," - C•[. T? qwN/NG EN7'0 CO4AI sHACG Nor .4TrACN6D TO COLA/MNJ, -- TYPICAL TOP AND BOTTOM /[/EAGER BEAM APPROVED /3. OMfr A S, -C C_-. GL/P V r•- A" COLUMN SNALI NOTE% /GLACE COC[/MN AS SHOWN �� /TEADER SPLICE• M/N/MUA! O/JT, Er/STING MoB/cd F1oMt AT END OF /IEA A7 V1 BEAM 3'M/N _1 li F7W6EN SPC/CES a /AI ryll R.W& •HANGER EObC OIt7• HEA OERJ. OTHER TNA7N TN/f (itQu/R6 -•' Se PLACED A7 �' Mf -i j HEAOCRS MAY 13E SP/CFD AT Be61NNIN6�., rA/L "e" 3",gcuM. Atr. "'A" 3 ALT COL. TO CONCRETE CONNECTION 4,,,y PD/N r• OF MIreuO _ OL LIMN COtuMN.ATTACN DETAILS REDUCE C0RN ER -_„I/2-%4"sot's ?-% BOLT) TNROL,bH - -- - -- - >YP ROLL FORMED HEADER a SPLICE i N I o e o 6- L< 4 J.4fS o R 67'v /•66"� 67hN4'B'°<rl EACH ' l sID 3.00 ROLL FORMED HEADERIIB" 3-«/4 sM s oR '/ •Bons fA[N SIDE SPLIr6, i p O ROLL FORMED NOTES FOR A.B.CHANCE ANCHORS �/ HEADER. Iv MAN✓FACTL/R EO BY A. B• CHANCE CO. oIT -- / d X •OB' TN/CK SrL. fAl1N ANCNUK MOYEC AK - EARTH ANCNW( MDDE[ AK L /I - _ WAS NIR /3"OR 9"o,C• 0.033t Rotl -- FORME/J NEADCR C I r SP/CE. T16HT F/r 3 .SO/L GoND/noNS 06FJNt0 AJ: = `D .375 I IDE OF He DOR COL//HN CGE✓CJ n �oov $n.��CO..sPA<T W6tC- RALE OEGSANDsGRA✓iL,//ARD C/^ EACH S/DE OF S7RYCr✓/AL PANfC SPLICE. At / PE.e COL NM Al h L -0-032' hti TYlp. b .rw4av LOq M, LOoJE COgRJcr SO S L . s',AvDD1. t Allo SMT /.O " OR "BOLTS OR Y4 4 1@6 Y2'4R EA e14 SIDe r < N ,Caii[fL0 60 JA' OO " AYJ >YP ROLL FORMED HEADER a SPLICE i N I o e o 6- L< 4 J.4fS o R 67'v /•66"� 67hN4'B'°<rl EACH ' l sID 3.00 ROLL FORMED HEADERIIB" (ALUMINUM 9004- H36) HEADER NOTES FOR A.B.CHANCE ANCHORS '"- Borrana FLANGE HEq DEK /• EAR rN ANCHOR, J//RLL a "B MAN✓FACTL/R EO BY A. B• CHANCE CO. oIT -- / d X •OB' TN/CK SrL. fAl1N ANCNUK MOYEC AK - EARTH ANCNW( MDDE[ AK L -- - _ WAS NIR Z. STEEL MArEK/AL JNALL NAVLT 3.s K1/ M/N. Ylf4D JrREU67N. \ ,Bol i OIL 4-NBSMS ALG PA,r TJ GA LYFJN/LBO. 2EACN JIDE- 3 .SO/L GoND/noNS 06FJNt0 AJ: = `D COL//HN CGE✓CJ n �oov $n.��CO..sPA<T W6tC- RALE OEGSANDsGRA✓iL,//ARD ALUM 3oo3-HC6 C LAY, WELL A eAofO SAND d / PE.e COL NM Al L RJR SANG. A"w "Solt - COMPArr F/N! TL/BE. t = O.o90" JANO,MaO,vm CLAY Com FACT F•�- .rw4av LOq M, LOoJE COgRJcr COLUMN TNBe' L . s',AvDD1. +�Ccc6s�►RwvE m r < N ,Caii[fL0 60 JA' OO " AYJ '41"O -rs OF S/LT, LAAO/ ALTERNATE COLUMN CONNECTION LI EAR rN ASHALL - EgRr11 A, NCHoeJ /YO' BE YJ60 /N THE A'ONCOMAAcr OIL(,FGeooJtr GENERAL NOTES' F,NE JANO, WE7 CLAY, ANO /, ALUM/NvW DEJI6N PER AtUM,N✓M CON'Jrmllcr/ON SATURATED S/CT. A4 i&1,9t OF AL✓M"✓UM ATJJC/AT/O/✓. 147/EO/TION. S. 'Vie, AN cNeW AK IN AVeRA bE SO,L. USE ANCNo/7 A[z ,N POOR wN0 'Z, SOIL MAY Ba ANY NAT✓RRL SO/L OR 1460/4.1 rb GOOD o/c. Co AlpAcr F/LL. A<L ONAOL6 J- BEARING PAEJJ4Pj + .6 •b � = Soo ts/Sq. F..r. 3. S7EEL OL rEj ro VAYE A I-, r36 KJ/, AS7A7 /q -36, ; STEEL Bocrs To e6 ASTM A -307 I• �f CONCRere rrwgv6rHP2BDAY1 2000 LAISQ./N. /.2 Yz:37z, Do Nor Exc ECO 7%t 6wc• TyP. N ATER PER LACK C6mE'N7. WA T r S. FAJTENERI TO B6 STAINCE,,, CAD• PegreD, T- IOR GAL ✓ION/L ED•ALNAr BOLT) To B6 2OZ4-T4 • 6. DiJ/GN LORDf: LIveloAD /O[b/s4•Fr, 2 "BOLT /" /OLb/Sq. FT. -YR %1p,IFT W/ND COAD /O L6/Jq.FJ. ON A W `l II COLUMN SHALL BCd ' � GETA/L A" PLACED AT BOG/NN/NG OF M/TER 60 CO RNC.Q PLAN FOR.MITERED CORNFR Borrows FtANG E•$ NANO ER M/TER ,B EAH BOTTOAT FLANGE DETAIL ,/Baa A MENDER SA/oWN- "sl yEA06R sP. MTC. 3 1-.b'BoaJ oR +19 SMS 2" N Fort ,ti,. NBAD/O 'C"//FADER D6TA/t STD• HEADER SPG/CE MTC. ATTACH TO VrADArQ. ]MITER CORNER SPLICE " life C°L✓MN JPw C/Nb FOR ", 1 V L,IV 1 FORM AA -15* PARK NAME PARK ADDRESS CUSTOMER'S NAME SPACE NO. SIZE CITY Q STATE PLOT PLAN SPA NO. I I i � y I I I . 1 I I I I 1 I I � I I I I I I I I I STREET WE, THE UNDERSIGNED HEREBY APPROVE THE INSTALLATION OF THE ABOVE STRUCTURE(S) AND AGREE THAT -THE INFORMATION IS CORRECT AND IN ACCORDANCE WITH APPLICABLE PROVISION OF THE HEALTH' AND SAFETY CODE AND RELATED RULES OF THE STATE OF CALIFORNIA. TENANT PARK MANAGER SIGNATURE SIGNATURE 1