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HomeMy WebLinkAbout017-180-020F E r. ;4' 011-1. 020�0�0484nq 1 HAMAR, Ric & Karen 1926 Honey Run Chico 5. Cont: Hamar Constructio �) Ni—, Pr;. Det Garage 011 1-0-020 00-1301 HAMAR, RD & KAREN/ 1926 HONEYBUN�t� e) CONTR: OWNER NEW SINGLE FAMILY 011-110- 00-'T 3 1 HAMAR, RICFI / 1926 HONEY RUN RD., 13 D J CONTR: NA ELECTRICAL METER RE: 00-484 011050 01-0068 HAMER, RICHARD 1926HONEYRUNk-b.,I�Ck�CO�•)�,p) CONTR: OWNER ELECTRICAL BP t{ 00-1301 r 011-110-020 01-0068 HAMER, RICHARD 1926 HONEYRUN RD., CHICO CONTR: OWNER ELECTRICAL BP # 00-1301 V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 e' PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT C -,V" 0,04g.- ASSESSORPARCEL r B/ /, Oa0 za�NG BUILDING PERMIT OWNER kOA& TELEP ONE SO. �, OCC. BUILDING VALUATION SS ' /y C ,+`- Iu I V t a (/ OWNER'S MWNq ADE " \ CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ C(^ i.r_( $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Ids Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other A' I Describe Work: n 1-4 qD ( X 1O3, Gas piping system 1 - 5 outlets 15.00 —Buildingsewer 15.00 Mobile Home S G W 1@20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawifor the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. t ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation /of one hundred dollars ($100) or less.) O I certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to become subject to workers' 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. XDate 1-11-01 _ Signature of Applicant - ©'Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO tOooA 46.00 WEE200A NEW CONST. ( DWELLING OCCUP. 3.5FT0. (/. P' J ORNEW aHs naiuL�rCo�iSr. NON-RESID. 97.50 POWELER APPARATUS 8 SIN GOUTLET CIR. EX. Occup. OUTLET OR FIXTURES SAL @ 1:00 E. A Ex. Occup. o� °PR9 D°E,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ L4 Cj.5 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ c CONST. TOTAL FEE $ y �r. 55 :HA!ZMIMP FLOOD CDF PARCEL PD HD 1$SUEcompensation V This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have ByWVIAku ERMIT EXPIRES ON ./-//-09 the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 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 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT f 4�0/` d2/� NC ASSESSOR PARCEL f{MW(T _ //� _ � ^� L/•J^/� =ONING BUILDING PERMIT OWNER ,'�'�-CIL TELEr ONe � I '3 SO. FT. OCC. BUILDING VALUATION .OWNERS MAI11�� ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Y Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Otherx _ Describe Work: ' a t ��J �- no -(_1574/t) 06 —'7361 ! Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PowEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereb affirm under penalty of perjury that I am exempt from the Contractors License Law r the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I Certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort th c mply w' h tho provisions. X Date /—// O Sig` ature of A p`)Icant -Orl5wrier ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 46.00 CCS.U000A NEW CONST. OwELLING occuP. 3.5QF°: 2 .5 OR cDNS. MULTC No1LRESIDONS. 97.50 8 SINGLE R AOUTLET CIR. TURES 2L @ I'00 EX. OCCU OUTLET OR FIXBA L Q .50 FlXED APPLNS. OR Ex. Occup. ourLErs RESID. E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ L4q,5 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ o C CONST. TYPE TOTAL FEE $ HAZ. D,,FEa< IMP I FLOOD CDF PARCEL PD HD SUE This permit is hereby Issued under of the Butte County Code and/or indicate above for which fees have /) By �p (.1/� PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Dela Receipt No. 30 V19-9 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT --�._-�.,-P...--_..-.-.�.�.r--• ..�-__.,,.,.--.rW r�-�-.,..... .n-> r^-�.+r!c^�^'; :�._.�+5,-�r.:�!1_� �.'�i ;....-,:.-+.— _. _.. �_r ..�sr-.-���... � .� ., _-r.n 011-110-020 00-3037 4 HAMAR, RICHARD 1926 HONEY RUN RD., CHICO ' CONTR: NA ELECTRICAL METER RE: 00-484 ^J i 4 - OFFICE COPY Addrej Meter BY ELECTRIC Date Meter BY i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 e; PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT77 ASSESSOR PARCEL NUMBER !' !� C3 L� 1 �aG �.�. BUILDING PERMIT OWNER p !/ ` t TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESSr ^4! I'1 2 6 W -.I-., V'/ CONTRACTOR'S NAME U 4 �q N •- rJ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER i LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS t ^ { e 7 L { Energy Plan Checking Fee $ C el ZP $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.0000 TYPE OF WORK New ❑ Addition ❑ Remodel ❑/ Utilities ❑ Installation ❑ Other ❑ Describe Work: el�'t//t /C /4 r I' A. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOV LE Main Service 200A OR S OR LESSS 23.00 2 3 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.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Cl I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. -Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in height. - Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 C.BLDS. 3.5¢FT. NON-RESID. MULTI.OUTLET @7,50 8 SINGLER A. rLET CR. .00 EX. OCCu OUTLET OR FIXTURES BAL ®1M Ex. Occu .of ED' RES D.OEA 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 66 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $� HA2. I D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above_ for which fees have been paid. ( .� � � , r .0,of By -� ' �j�"'1� Date PERMIT EXPIRES ON Date Receipt No. 0q7 7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT W %%: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MIT o. (Rev.12/96) APPLICATION AND PERMIT M-�.�� ASSESSOR PARCEL NUMBER LZONING�- L BUILDING PERMIT OWNERTELEPHONE A t &4,4wd ni SO. FT. OCC. BUILDING VALUATION . !� S OWNERS MAILING ADDS V I ///C L V2� V CONTRACTOR'S NAME IJ kNr TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 2 0.0 0 Permit Fee $ ARCHITECT OR ENGINEERS IMUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPT Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: of e-CrIL / e- Gas piping system 1 - 5 outlets 15.00 sewer 15.00 —Building Mobile Home S G W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 OR0A OR LESSLESS 23.00 7- Main Service "0� 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 Lathe following reason: 7as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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.) W I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth it comply wi thos provisions. X ��f�/ Date _Ja.^ ���0 -Sig ati re of A plicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MainTO 46.00 Main Service CCU000A W:L200A NEW CONST. DWEIIING OCCUP. SO OR ADDNS. ( 8 ACC. BLDS. 3.5¢Fr. NpP1 RE Ip ' MULTI.OUTLET @7.50 POWER APPARATUS a swGlF ovrLEr CIR. Ex. Occup. OUTLET OR FIXTURES 20 @''0° B4L Q .50 Ex. Occup. G S FIXEDWRM.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 Z PERMIT FEE $ 166reason MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date ERMIT EXPIRES ON ate Receipt No. A DeZ73 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ), V 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 mum 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 D ... NO lar -7. , . 2. I HAVE W -HAVE NOT 13 signed an application for a building permit for the proposed work. 3. I have con 'th the following peason.(Srm) to.prQvic�e•the,.proposed consUuct on: NAME: ADDRESS: CITY:- Aw PHONE: 97 7— gig/ CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the workbut I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: :Z-7— 70 7 r f0 DATE: / :�?- t", —oma NOTE: This Owner -Builder Verification is required by Section 198.31 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. ly r O.B.- I .V#� • F OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If your pled to ajrouir tan wont, with the exception of various trades that you plan to sulicontracf,you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire , project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ Then may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, V Mic el C. Vilira, C.B.O. Ma ger, Building Inspection NOTE: Thtt Owner -Builder Information is required by Section 19830 of the Cal (ornia Health and Safety Coda OVER -NOTES _ RESIDENTIAL------ 011-11-0-020 - 00-1301 PERMIT NO. HAMAR' RICHARD-& KAREN 1926 HONEYRUN RD', CHICO CONTR: OWNER NEW SINGLE FAMILY 4_n (D 4� 4- 11 SPECIAL CONDITIONS 11 ZSRA CHECKED BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D )/17 JK^— 5' Signature ./ = OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 9. Health Department Approval 8. Utility Clearance 11. Light Niche Date Card B-1 Date Card B-1 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. S walls, Garage; Steel- Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pi -Fireplace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test F s Pipe; Size Anchors - Yard Gas Pi44,Size Tes ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Ple ums & Ducts; Clearance -Material -Support -Ins. u, -Sill - chor Bolts-Joists-Vents-Crippies . Access Ventilation 16. Insulation Date 10 1,4 - cu Card B-1 Date Card B-1 Date Card B-1' Date Card B-1 Date IR UMBING (Permit) OK except #'s 14�Wa of Htr.; Vent -Access -Combustion Air Baffle 8 er Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Te§kTub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date �� - (Y Card B-1 Date Card B-1 Date Card B-1 fDate Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. R= Installed Close to Edge of Studs & C.J. Q quip. Ground made up w/Meth Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No it Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 77=ohes Closet Light -Shower Light -Spa Light poke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date !ZCHANICAL (Permit) OK except #'s 3 C. Ducts Insulation & Support 3 Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F AMING (Permit) OK except #'s 40 r per Materials & Anchors 4 s Studs -Nailing Spacing & Braces -Plates -Sound 4 . Be ing Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) Firp Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearino Date FRAMING (Continued) 46._Wagers-Post Caps -Anchors -Connectors 4;-6n_g. Joist-Rffr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. fireplace Ties 04d e A ge-Fireplace Throat Clearance 9. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50--Yd-rm. Windows or Exiting Doors -Sill Ht. & Dimensions 541.--Ga-rage Fire Protection Framing 5 roperty Line Firewall & Openings Ext. -D X -Check Garage 3rd Story, 2 Exits 54 air&-Width-Headroom-Rise-Run-Landina-Fire Protection 55/Plyw od on Roof Overhang -Attic Vents -Rafter Outriggers 5 _ding -Nailing Veneer Stugco Mesh -Drip Screed -Fd. Vents-Un6rflr. Access §g/Glaz'ng Area -Glass Protection -Skylights -Plastic V1,11,41 B7 Shear�Klls; Nailing -Bolts r 60. BrAee Interior/Exterior Wall Panels 62. Infiltration -Walls -Windows Date 111211? Card 13-1L� Date Card B-1 Date f Card B-1 Date Card B-1 Date /TINAL (Plans) OK except #'s oor & Sidelight Protection -Landings 6 e Detector Furna a Vents -clearance -Comb, Air -Connector - In arane; Above Floor -Ducts -Meth. Protection . & BathFrxtures & Tub Access -Spa Elec-Tri Suboanel, Breaker Sizes & Labels ace or Stove, arance-Hearth 6-"EIec­0ut!ats at Wood Panel, Int. & Ext. 7 . it. ' t. & Appliance; Ground -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter 7 arage Fire Door; Swing -Landing -Closure 75. A . uct in Garage -Damper �715-Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection �f. . ec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romer. Protection 79. Insulation -Foam -Looked in Attic Sp. and Rails & Deck Construction -Post Caps 8 dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under or ❑ Yes 82. Fol mg Id./Drive es ❑ No/WaIks es 0 No/Planters 0 Yes 0 No to 87. Ex or Elec. Trim, G.F.I. Receptacle -Underground 8& -'Vent on Throughout House 89--di-ass Protection 90. Correctio om Previous Inspections Ga st-Meters Tagged, Gas -Electric 92. Wz�fteelsewer Connected -C/O to Grade -HD Approval liance Ce'ficate-Other Certificates Date Card B-1 Date Card B-1 Date` of Card B-1 Date Card B-1 Date k Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE IN v� n PERMIT N A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. !41 ov 4) �'�S -7 ASI Ac( REV 1 05/31/2001 21:49 5303456232 LOERKE INSULATION CO PAGE 01 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 1926 Honey Run Rd Chico _ Butte --- r..-- -- -- - LoINumber DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) Brand Name Thermal Resistance --_--- 2. CEILING r Batt or Blanket Type---Fi)Mrglass SAM -Brand Name .......Johns Manville Thickness (inches) ---_12-t5 — _--_ Thermal Resistance (R -Value) _ R-38 - _ -�-- Loose Fill Type Fiberglass _. �- Brand Name Johns Manville Contractods min. installed weighf/R sq. 0.659 _jb, Minimum Thickness 16.25 _. _. ,.. inches. "_-.-..� .....-. ManutacturWs installed weight per square foot to achieve Thermal Resistance (R Value) R-38 3. EXTERIOR WALL Material... -------..__---- Thickness (inches)—AS =$-----..._.---_ ��.... _,....--.._._. 4. RAISED FLOOR Material Fiberglass Batts---------____— -- Thickness (inches) -•-----------____-- 5. SLAB FLOOR / PERIMETER Brand Name_ Johns Mam►ifle __—_ _.- . Thermal Resistance (R Value) R-19 Brand Name Thermal Resistance (R Malarial--.---.----_.____..__�_..�......_......_... Brand Name ............. Thermal Resistance (R -Value) ._.._ Perimeter Insulation Depth 6. FOUNDATION WALL Material Thickness (inches_` Brand Name Thermal Resistance_— DECLARATION I hereby certify that the above insulation was Installed in the building at the above location in conformance g1th the current E Effic"ienc -Standards for residential buildings Title 24,Part 8. California Code of egulaW ns) as ind on the C runcme of compliance, wnere p i Ie. C.L.0499150 _ _ � LOERKE INSULATION CO., INC. mem �aign Tung u n rac�or ( o:N-ame�- General Contractor (Co.Name) Or Owner Co- rlamai General Contractor (Co. ame) - net Instaing uZicont forCo. a r General Contractor Co. ame) Or ner G� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING IVISION UU 1 County Center Drive • Oroville, California 95965 • Telephone (530) 5 -7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 497 ISW ASSESSOR PARCEL NUMBER 011-11-0-020 FR 5 ZONING BUILDING PERMIT OWNER RICHARD &KAREN HAMAR _ TELEPHONE 894-3213 SQ. FT. OCC. BUILDING VALUATION 1720 R 92,880 00 OWNERS MAILING ADDRESS 8 KERN- CONTRACTOR'S NAME OWNER TELEPHONE 354 4602 00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ina pig 00 ARCHITECT OR ENGINEER GREG PEITZ LICENSE 12.83 Filing Fee $ 20.00 Permit Fee $ 50 ARCHITECT OR ENGINEERS MAI�Pg_ OkT0 LINDO AVE., CHICO 95928 Plan Checking Fee $ BUILDINGADDRESS 1926 HONEYRUN ROAD, CHICO Energy Plan Checking Fee $ 2300 PERMIT FEE $ 1155.93 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pum water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 ' TYPE OF WORKGas New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 136.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2°°AoRIESS OC 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PowER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I°°°A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLD.. 3 7 3.50sP. 81.27 NOµgESIDT' MULTI.OurLET @7.50 APPARATUS a SINGLE OUrLET CIR. Ex. Occup. OUTLET ORFIXTURES 20@1.00 BAL p .s° Ex. Occup. DFlxs E.SSDOR� R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 124.27 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 20.00 Cooling Hood 6.50 690 Ventilation PERMIT FEE $ Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wit thoserovisions. X Date jf55�— q eDe Signature of Applicant - ❑ caner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 1537.28 HAT. D. FEES IMP _ FLOOD CDF PARCEL _ PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Dat PERMIT EXPIRES ON % Dsle Receipt No.294367 j b�� C WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OLDENRO -A PLICANT i iii .. •`r . °/a.li., ,,. .;� s COUNTWOF, ,BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUI ING DIVISION L 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: � , P� �� j �, n,H „ ,.•• ASSESSOR PARCEL NUMBER: Proposed building Use: Building Inspector: &r5 Date: At time of permit application, I w advised the following data must be submitted prior to permit a ing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 1 ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form.------------------------------------------------------------------------------------------ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $--------------------------- ----- - it -- - -------------------------------- umlvu pact fees as shown on the attached schedule. -� --- ------------------------------ California Department of Forestry plan approval/fee,_,,,,..- -o_v__ j 13. 1 elevation certificate. ----------------------------------- ---------- 4. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ElLegal Parcel. ----------------- Encro c e% for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- It ❑2 .-Letter of signature authorization. ------------------------------ 25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. 027. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. 1129. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: (Date) en you issue the permit, process as follows El Mail to owner, ❑Mail to contractor. A � en and hold for pickup at C- I G office. ❑ Deliver with inspector. Applican. /" Date: G— 9 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: VIK Plan Check List 2. Additional items required: Contractor, designer, owner, -was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, waass adv�W of the above requireg data by ❑ phone, ❑ mail, ❑ Building = counter, by ate; Plans reviewed by: V r 1�LL Date: • CoPlans approved by: Date: 7 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Vi-11mv rr%mr - T)—arf—t .f llo..el .. e. ♦ e_.* --- • _ - TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attach.d _bo Floor • --` Atuchod JSont to B.D. -U' .� R .-f 1<. ,ar 192-f.0 mel, ati e) l - j K) - ®ZO Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for 31�- dwelling(Othe [Ze-VI_i e fX Fl&ornnr1. Hold final for: Final clearance O.K. for: NOTE: Alt) nlvf Q/4--, re-valk)'� . •SLwe- /0c&h'0-K-, 4?CL-a / R LOS 19 -00 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 p SCHEDULE OF FEES DUE OWNER �l l CLctJ J— reg cAl A.P. # PROPOSED BUILDING USE Ale S / DATE �� _ �t '— O V RECEIPT # DATE REC 1. BUILDING PERMIT FEES ` J -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... j $ HOOL DISTRICT FEES e j (paid at District Office) L �. SHERIFF FEES (paid at Building Division) Residential ........ , - 360.00 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) A7.SRA FRE INSPECTION AND PLAN CHECK 9.00 (paid at Building Division) Pd &/`! f 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER Is At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. DATE a Gj — ©e-) Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 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 or labor and materials for construction of the proposed property ' vement :YESNO O 2. I HAVE OSAVE NOT t7 signed an application for a building permit for the proposed work. 3. I have contracted with the following person. (firm) to. pravice: tine; proposed, construoton: NAME: •µ, ADDRESS: CITY:_ . PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:- ' •/ :L:' F. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the workbut I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: —� SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. OVER F-- OWNER BUILDER INFORMATION J Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and. to have'a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. _� .. If youi pled to drjrourown work, with the exception of various trades that you plan to su6contracf, you should be aware of the following information for your benefit and protection: ♦ if you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire_. project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your ob —Jon s under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 4Miggee'r, y, LC. ViJim, C.B.O. Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the Calljornla Health and Safety Code- OVER ode OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone i 5.30) 538.7541 PERMI- Rev i:;9e, APPLICATION AND PERMIT ����� 4SS9220M PARCIL Mums" 2Om"a BUILDING PERMIT ,2w es ,p ►\ J e-Lncs-r 4 / 1�urc.� 7tc..r�as� n�p"O"e ' 9� Z�_ SO. F- I OCC. BUILDING VALUATION --- —q� -- - - --- 2- •rv..lR•s www AOORe1t— �O�-e,�/ 5f Cirri Lv Q5 g25! -OWPACTOR3 NAW &LoA/</ reLe«o►e — COWPAcrvas www A001!>tt fie a. CONOTRUCnON unOa Z . 00 Fireplace ; !� u:wisra w�a+o AfloRt� Total valuation i O ��enowea� i e- Q&ACW urns[w. Filing Fee i i 20. Permit Fee : 0 eaT OR 90dWM-wuno ADOW113 IZ i U L -,N da V �-Q- C� t< o (! 5� 2 Plan Checking Fee S a"1O"O10OiESS Energy Plan Checking Fee li .Pr'D C 141 L 0 PERMIT FEE _ iprw aUsorvsorrsWAS PAr1et� i>w PLUMBING PERMIT I Filing Fwl 20.0 Each Trap 7.00 , o USEOFSTRUCTURE SF 6o'Duplex O Mobishomis O Other sem~ Solar or heat pump water heater 1 23.00 Water piping I t 5.00 !f Each gas water heater or vent 1 15.001/5, e— TYPE OF WORK New Addition 0 Ramodsl O UttrNes a Instillation O Otho I] Describe work: 3 6 d Gas piping system t - 5 outlets I 15.o0 S o,a Building sewer 1 15.00 (5 0+0 Mobile Home ' S ! GI W1 1 1 @20.00 PERMIT FEE _ (e, - ELECTRICAL PERMIT Filing Fee 20.OL Main Service o0 o=R ULEW" ) J06 23.00 A3. ,:`e Main .Service 20" TO 1000A I 46.00 d Lt 73 (� L// \ /1 p�� • /j, �� NEW COKS. OR ADONSa.T �a A=- a ELLM os P 67 3 5¢F° NOKRE910. YULTYOIrTLtT i @7.50 POWER APPAMTUS . St710tE a as EX. Occup. ourLeT OR Fwuaw aAL PMO APPUS. OR Ex. Occup. WTILEM (PIC11110.1 CA 5.00 Temporary Service 23.00 Mobile Home Facilities I 20.00 Misc. Wiring 23.00 2 I PERMIT FEE • S MECHANICAL PERMIT Filing Fee 20.0 Heating , 60 Cooling ; t? c, o Hood a -So l 4-5,) Ventilation PERMIT FEIE S 10 Mobile Home Instaflatlon Fee t Energy Inspection Fee xc coyer nre TOTAL FEE $ % 5- Q (/E .A2. O. "es 0=0 COO P;7k I 4 PC� This permit is hereby issued under the applicable provisions of the Butte County Cods, and/or Resolutions to do worst indicated above for which fees have been paid. By Date PERMIT EXPIRES ON r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District C (I L Building Department No. A.P. Number �f '' /�Q %- (� Jurisdiction: City ®County Property Owner b // � .A/ #oL io*9 a Property Location/Address % 9' /,� f 0 ns 0 r- K -4-0' f� � �I1 j L 0 Subdivision Lot No. .............:................................................................................. Residential Development [ Sq. Footage7ZO No of L ving Mobile Home Additiont "Supplemental to (Group R) Units Installation Conversion Permit # I i 4 t '(No found.at.i.on..inspgction)[ ....................................................................................... R ... k Commercial/Industrial r + Sq. Footage New Addition (Including Exterior Roofed Areas) 0a Building Depar(tnent Representative � ).,ns DateU Floor=Previewed b School District Personnel1Y 1 District Identification No. 0 , M �5- O. UCJ 1..-.i School District certifies that 1. (Street Address) (City) has complied with the requirements of Resolution No. representing 1-72.0 square feet. e (Applicant) —11= (Phone Number) 1'�) (State) (Zip Code) -79-7-00 by payment of $ 255R (0i00 AB 2926 $ FULL MITIGATION $ ��ll-00 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm School District Representative Paid by Check # Remarks: AB 2926 $ FULL MITIGATION $ ��ll-00 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm 1-, T -i AND WREN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2000-0031445 Recorded I REC FEE 18.00 OfficialRecordsI COPIES 1.50 Count BUTTOf E I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON 1 _. Assistant 10:48AM 14 -Aug -2 000 I Kristyy I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, PIowmPr sPmymg, Pig, and harvestmg which occasionally gmrate dust, sm*-e, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: - �L Date �- ' I, Q U PROPERTY OWNERS: /a State of Califol i County of 7; — I l - W Wore me, personally appeared - - L° "orally known to me (or proved to me on the basis of sm"facto vidence) to be the person(s) whose names) ' subscribed to the within instrume d acknowledged to me that executed the same in �of uthorized ca ac ies and that by htgfker*P ih'C ). hex signsture(s) on the instrument, the persona) or the entity upon behich the person(s) acted, executed the instrument. WITNESS my and oftici s Signature CARIN I. Wm3m Commission N 1181610 Noto1Y Publk - (� Cd dNo eu. A.P. # MCmm.E�fWAW30,' Z ORDER NO 2-65658MAR ".. LEGAL DESCRIPTION EXHIBIT "ONE" ALL THAT CERTAIN,REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY=OF:BUTTE, `STATE -OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND IN..SECTION'.25, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M.;` MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER IN THE CENTER OF ."HONEY RUN ROAD" OF THAT CERTAIN PARCEL OF LAND IN THE ABOVE SAID SECTION 25, WHICH SAID PARCEL WAS CONVEYED BY DEED FROM DONALD D. OWENS, ET UX, TO WARREN P. CLARK AND IDA B - 'CLARK, -DATED JUNE 25, 1947 AND RECORDED `JULY 3, • 1947, `IN BOOK 460, PAGE 28,- OFFICIAL RECORDS OF BUTTE COUNTY, AND RUNNING THENCE '-IN A' -'SOUTHERLY DIRECTION ALONG THE WESTERLY BOUNDARY LINE OF SAID PREMISES TO THE SOUTHWEST CORNER OF SAID PREMISES THEREOF, A DISTANCE OF 500.0 FEET; THENCE IN A WESTERLY DIRECTION, AND PARALLEL WITH THE SOUTHERLY BOUNDARY LINE OF THE ABOVE MENTIONED SAID SECTION 25, A DISTANCE OF 150.0 FEET TO A POINT; THENCE IN A NORTHERLY DIRECTION AND PARALLEL WITH THE EASTERLY BOUNDARY LINE OF THE ABOVE MENTIONED SAID SECTION 25, TO A POINT IN THE CENTER OF SAID "HONEY RUN ROAD"; THENCE IN A EASTERLY DIRECTION ALONG THE CENTER OF SAID "HONEY RUN ROAD", A DISTANCE OF 150.0 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. AP #011-110-020 END OF LEGAL Page • 5 T me June 20, 2000 Richard and Karen Hamer 806 Kern St. Chico,.CA 95928 Department of Development- Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-110-020 Building Permit Number: 00-1301 This .office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional. response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORA PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide a complete plot plans for this. parcel. All,structures are to be depicted on the plot plan. Provide a construction detail for deck attachment to the structure. Per Section 2320.13 of the UBC you may not use nails subject to withdrawal. Provide garage door header size. XSize appropriate truss for mechanical loads. XArchitect is to review and approve truss calcs par lateral analysis. Truss package doesn't contain drag truss. Provide size of beam supporting trusses ai bedroom closet. (Truss Al). Braced wall panel locations are not noted on the plan. 8. Detail 3/4 refers to foundation plan for floor framing member sizes, then foundation plan does not show sizes. Provide size of floor joists_and girders. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or '0 0 Department of Development Services 0 Building Division 0 0 7 County Center Drive o *_. y _ O Oroville, CA 95965 O --�- _ ' O (530) 538-7541 (530) 538-2140 FAX not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact meat (530) 538-7541 between 1:00 .P.M: and 4:00 P.M., Monday through Fridays. PART -II - The items identified below must be submitted prior to permit issuance. These items were noted at the time -of permit application on the PERMIT APPLICATION DATA SHEET_ 1. Balance of building permit fees in the amount of $995.77 (Revised per corrections to original application). 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Pay Sheriff fees in the amount of $360.00 Si cerely, ,r Martha tney Plans Examiner cc: Greg Pietz ~� IPLAN REVIEW RESPONSO'ORM In order to expedite'the review of your plans, please complete the following information and return this form with.your re -submittal. this form is not complete, as to all correction items, we.will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yoi response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: _ .. . C 00 ASSESSORS PARCEL NUMBER PERMIT NUMBE •• RESPONSE FOR PLAN CHECK LETTER DATED: CP 24 C) .CK ITEM 0 TEM # PLAN CHECK ITEM # BY: LOCATION ON PLANS/CALCS: ESPONSE BY: jL0CATION N PLANS/CALCS: # RESPONSE BY: `k LOCATION ON PLA PLAN CHECK ITEM # RESPONSE BY: LOCATION ON.PLANS/CALCS: Lc F. COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY COMMENTS:. PLAN CHECK ITEM #-7 IRESPONSEBY: COMMENTS: -+p .- 1 PLAN CHECK ITEM # COMMENTS: RESPONSE BY: e i TION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: ��o dL,- N ON PLANS/CALCS: CA � J )0( PLAN CHECK'ITE"' RESPONSE BY: LOCATION ON PLANS/CALCS: R COMMENTS: itt mp` PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: - PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: - June 20, 2000 Richard and Karen Hamer 806 Kern St. Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-110-020 Building Permit Number: 00- 13 01 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a complete plot plans for this parcel. All structures are to be depicted on the plot plan. 2. Provide a construction detail for deck attachment to the structure. Per Section 2320.13 of the UBC you may not use nails subject to withdrawal. 3. Provide garage door header size. 4. Size appropriate truss for mechanical loads. 5. Architect is to review and approve truss calcs per lateral analysis. Truss package doesn't contain drag truss. 6. Provide size of beam supporting trusses at bedroom closet. (Truss Al) 7. Braced wall panel locations are not noted on the plan. 8. Detail 3/4 refers to foundation plan for floor framing member sizes, then foundation plan does not show sizes. Provide size of floor joists and girders. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -H The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees in the amount of $995.77 (Revised per corrections to original application). 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Pay Sheriff fees in the amount of $360.00 Sincerely, Martha Whitney Plans Examiner cc: Greg Pietz • • RESIDENTIAL PLAN REVIEW GUIDE _ SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: �'�� Building Permit Number: Plans Examiner: {m A. P. Number: _011 - 110* GF;NERAL: AZoning requirements — (number of permitted living units). 0.Buildingpermit valuation. Plans signed.by the designer. Proper description of work on the application. ,,! Existing violations on the property. Recorded notice of violation. ©©—G '31Ol PLOT PLAN: X Complete parcel size and dimensions. ^/ Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. ,S�Flood hazard. ' Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building ode section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). ,4! Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). A Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7` GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210)./j —T �. Prohibited locations of gas water heaters Wniform Plumbing Code 509& 1213.5). /�'�L Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). �" ).eGarage firewall separation - req; ired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 P fi�O �3'� STRUCTURAL DETAILS: �`� eVIVA . 1. Cotiventie construction — nusually shaped buildin (Uniform Building Cod section 2320.5.4). 2;�tanda�rd bracm_ ngineer(Uniform Building Code se6tion 2320.11.3). 3. restory-requiring balloftg and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building.�1"� 4-066 Floor 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. (Y)� 9. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. L�� e door header size(s). 'ro L;l Porch header size(s).°�' GK,� ' Stud heights. —� Expansive soil — special foundation design required. 1 . Retaining walls requiring design. �L Special Inspection requirements. C LL14U�l Header sizes. 0 " Gypsum wallboard nailing inspection required. 'MISCELLANEOUS ITEMS: TV i 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code sectj5 1006). J, Guardrails (Uniform Building Code section 509). Mrd ��de Brick or stone veneer (Uniform Building Code section 1403). i Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Roof covering type = (fire hazard). Foam insulation — protection. r 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). . Combustion air for fuel burning appliances —LPG requirements. Sound requirements. Energy design compliance and supporting documentation. 15: Flashing at all exterior openings. 16. CDF responsible area requirements. �7 Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. = - 17.6. Sub-Standard Housing letter. 0 Page 2 of 2 0 P --ECT PROCESSING RF -CORD w APPLICANM: OWNER: I PERM I: A. P. #: G I - iI o — o zo WORK DESCRIP'T'ION: DATE • (2Pr- s.,zqJ- ter' t 07 .I t I �t PERMIT NO RESIDENTIAL r SP'N .011-110-020 400-0484 HAMAR, Richard & Karen 1926 Honey Run Rd., Chico Cont: Hamar Construction New Pri. Det Garage 06-V30( S, IF_ c vb - 303 Ekaxl SPECIAL CONDITIONS Y CHECKED BY `SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITICI{V:S;_ SUB -STANDARD HOUSING LETTER V 13 OFFICE COPY Address���� GAS �Da7� „d / Meter By ELECTR Meter By Date �3 JOB FINALED (Date) Signature Z�� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date REV 10/92 ,/ = OK Water; Location -Test -Easement Needed (Sketch) 0 = Not OK - = Not Applicable MOBILE HOMES * = Not Ready. 6. Date MOBILE HOME UTILITIES (Plans) OK except It's Well Clearance & Disconnect 1. Zoning Requirements -Setbacks -Easements Utility Clearance 2. Soils; Special MH Support Sketch Roof; Shthg-Roofing 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except tt'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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 c MISCELLANEOUS �- Date DECKS, COVE_PVCARPORTS GARAGES (Plans) OK except #'s wo'zo . equirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Caroorts; Windows -Doors Date Card B-1 Date Card B-1 Date Card 3-1 Date -Card B-1 7. Electric 8. Frmg.; Sills -Anchors- Studs- R -Trusses ^ 9. Siding; Nailing -Veneer -Stu co -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. ced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except k's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining . 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card 3-1 Date -Card B-1 V=OK 0 = NOOOK �- = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 46. Hangers -Post Caps -Anchors -Connectors 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Blackouts -Wrapped 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 52. Property Line Firewall & Openings 7. Slab, Steel -Wrapped 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 56. ding -Nailing Veneer 11. Water Pipe; Test -Anchors -Regulator -Service Test U Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground 58. Glazing Area -Glass Protection -Skylights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. 59. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 60. Brace Interior/Exterior Wall Panels 15. Access & Ventilation 61. Insulation -Walls -Ceilings 16. Insulation 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date FINAL (Plans) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 63. Ext. Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection 64. Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protection 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 66. Bedroom Exiting 22. Gas Pipe; Sixe & Anchors 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 69. Stairs & Rails Date Card B-1 Date Card B-1 70. Fireplace or Stove, Clearance -Hearth Date ELECTRICAL (Permit) OK except #'s 71. Elec. Outlets at Wood Panel, Int. & Ext. 23. Fixture & Transformer Clearance -Ins. Protection 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 24. Elec. Receptacles Spacing -Lights & Switches at Doors 73. Elec. Outlets & Receptacles at Kit. Counter 25. Size Boxes & No. of Conductors Stapled 74. Garage Fire Door; Swing -Landing -Closure 26. Romex Installed Close to Edge of Studs & C.J. 75. A.C. Duct in Garage -Damper 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 77. Plb., Elec. & Mech. Equip. Listed for Location 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 31. Service -Riser Conductors & Ground Main Disconnect 80. Guard Rails & Deck Construction -Post Caps 32. Equip. Clearances Panels-Motors-Mech. Equip. 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 33. Clothes Closet Light -Shower Light -Spa Light Clearance Looked under Floor O Yes 34. Smoke Detector 82. Following Instld./Drive J Yes ❑ No/Walks,:) Yes 0 No/Planters 0 Yes ] No 83. Stucco Brown -Finish Date Card B-1 Date Card B-1 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date MECHANICAL (Permit) OK except #'s 86. Water Well, Disconnect, Electrical, Plumbing 35. A.C. Ducts Insulation & Support 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 36. Vent Fan, Exhaust above insulation 88. Ventilation Throughout House 37. Condensate Drain & Overflow, Size & Grade 89. Glass Protection 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 90. Corrections from Previous Inspections 39. Attic Access & Platform if Furnace in Attic 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 94. Address Posted Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Date Card B-1 Date Card B-1 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date Card B-1 Date Card B-1 42. Bearing Walls over Girders & Floor Nailing Comments at Final: 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing PC() -Cl�c� INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: — '16� lj"44vz;� , ENVIR. HEALTH, CHICO' ' DATE: (9-5-c-0 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: �� SEPTIC:_ WELL: AP#: Q / (— / / y - Q W ADDRESS/LOCATION: 19Z-& _4A ow Comments:"" GL/memos/releasehold ,COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION r a 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 ERMIT N (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-11-0-020 ZONING S BUILDING PERMIT OWNER RICHARD AND KAREN HAMAR TELEPHON 89 —321 SO. FT. OCC. BUILDING VALUATION 5 /28 OWNERS MAILING ADDRESS 806 KERN ST CHICO 95928 844 U 15,197 CONrRACTOR'S NAME HAMAR CONST TELEPHONE CONTRACTORS MAILING ADDRESS 806 KERN ST CHICO CA 95928 CONSTRUCTION LENDER NONE LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER GREG PEITZ LICENSE NO. f Filing Fee 20.00 Permit Fee $ 171.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 383 RIO LINDO AVENUE CHICO CA 95928 Plan Checking Fee $ 111.15 BUILDING ADDRESS 1 26 0 EYR " ROAD, CO Energy Plan Checking Fee $ $ PERMIT FEE $ 302.15 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Each Trap 7.00 - Solar or heat pumpwater heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New M Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW GARAGE W/COV AREA Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fpr Ute following reason: fT 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. sD 3.5Q FT. NOµaE°SID. MULTI.OUTLET 97,50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES 20@''50 640 @ .00 Ex. Occup. oFIxuTE,�oTs R DOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinci 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fortwith c mply wit those rovisions. X' � Date _7 -- j (� Signa ure of pplicant - Owner C❑ ontractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy InspectiFee $ q Z TOTAL FEE $ ,/-'302.15 HAZ r D FEES IMP s FLOOD OF AR L I PD HD I 9§UE, This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions been indic a eEON By Dat PERMIT EXPIR;_7 provisions to do work paid. ©/ ate ReceiptNo. 286159 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT II 70 ...:.:�-�7"�`�m4rt:..x..+�"';'�.�tT�i'i1CF"��.w��"".� �,y.'�&:.s..3r:;,::.S�,isn-�::=::'l^..�.t�..+�ir�w--.`• :_Af;;'*�".._•. ' t OUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLI, CALIFQRNIA 95965 - TELEPHONE (530) 538-7541 / a � 1 PERMIT APPLICATION DATA SHEET OWNERA c 4,9i�--;- IF eNkam/ Qjv►,4,{ —ASSESSOR PARCEL ER: 0/ 1-- //U -D I_C_�- Proposed Building Use: _ 6=0q(L Building Inspector:- Date: 3 /3 — mt-_) ArA 'a of permit application, I was advis d�ollowing data must be submitted prior to permit processing and/or issuance: Date Received By !Bll items have been submitted.------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ❑ 3 WComplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. fees of $ ------------------------------------------------------------------------------------- ❑ pact fees as shown on the attached schedule. ----- ---- - ------ 1------ --- -------------------------------- California Department 'of Forestry plan approva ees.--+-----/-����------- ❑ 13. Flood elevation certificate.---------------------------------------------------------------------------------------- Sanitation and plot plan approvals P / W Health Department. ------------------------------------------ ❑ 15. City of Chico plumbing permit. 6t plan and business license approval from the City of Biggs. ---------------------------------------------- . Planning approval for (A) Use C P�S((B) Parking: -------------------------- 13. BJ H ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- OK&r9 -Encroachment Permit for driveway (construction approval prior to occupancy). --- O - �G-------- ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. ❑ 24. Letter of signature authorization. -------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement.------------- E126. ------------ ❑26. Letter of intent on building use. ---------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------- ❑ 28. Existing vi6lations and/or expired permits. --------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue the permit-proceap as follows ❑ Mail to owner, p❑�Mail to contractor. ❑ 2- Telephone 157 and hold for pickup at V office. El Deliver with inspector. Applican�r%'�22%liJy� �z�yl�G Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air pollution Date: By:. Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: By: (Date) 3-13-00 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the aboveby 13phone, ❑ mail, ❑ Building ivision counter, by Date: Plans reviewed by: C_y15 Date:77%0 ata Plans approved by: Date: 3� Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer b Yellow Copy - Department of Development Services, Building Division. ff v� E.H. USE ONLY Piot Wan Attached ald Floor Wan Attached ' J sent to 8.0. - i - � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Lo tion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for ft Othe 3e� y' 30` 0e::2:gd v 44"- /jI . Hold final for: Final clearance O.K. for: NOTE: e � I /Z ms Environmental Health Specialist Date 8/96 7 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 perm*.'.vA, be issued until this verification is received. 1. I personally plan to provide the major Dilor and materials for construction of the ._4 proposed pro rty improvement : YES[,/] NO[ 2. I HAVE[ AVE NOT[ ] signed an application for a budding `permit for the proposed work—, _ _. 3. I have contracted with the following person (firm) to provide the `proposed construction: NAME: ADDRESS: CITY:. PHONE: = -- - "CONTRACTOR'S. -LICENSE NO.`_ - 4. I plan to * provide' portions of this wi dik;, but I ,have hired the following , perso Fto coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the followin_ g -persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK'=' SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: jL� 6 `7— 7,�-,? - DATE: L;g7 / ,-3 ... NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required bylaw to put their license number on all permits for which they apply. If you plan to do your own work, with the exception'vf various. trades that you plan to' subcontract, you should be aware of the following in for your benefit and protection: 0 If you employ or otherwise engage any persons otherthan your immediate family, --a ad the woik (including materials and other costs) is $300 or more for the entire project, and such persons arenot licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance; disability.insurance costs, and iineinployrrient'compensation_contnbutions. . 0 There may be financial risks•for you if you do not carry out these obligations,"and thesefisks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract thelriternal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. : If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. -. A frequent practice of unlicensed persons professing to bre contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their ocVn work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. _ Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) r APPLICATION AND PERMIT AS:Esso P Ca.NUMM 2ON"O BUILDING PERMIT owwA r TEltDNONE 3 SO. FT. OCC. BUILDING VALUATION OWNER'S ►WINO ADDRESS e0c,LlA2n/ S r1' 7 CONTRACTOR'S NAME Al'yow 40 S TELEPHONE CONTRACTOR! MA UNG ADORESS t CONSTRUCTION LENDER Al -.✓r er- Fire IaCe LENDEA'S MMUNO ADDRESS Total Valuation S 0 ARCHRECT OR ENOINEEA LICENSE NO. Flin Fee $ 20.00 Permit Fee b ARCHrrECT OR ENON s MAAJNO ADDRESS 3 9 r �Cr. 4 6 Plan Checkin Fee S WILDING ADORES$ 14 Energy Plan Checking Fee $ S PERMIT FEE LOT NO. SUMNSIDN'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome O Other SPEC'`~ Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Q Addition ❑ Remodel O Utilities O Installation ❑ Describe Work: Al e',aw- 1, o Other ❑ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I GI W1 920.00 PERMIT FEE f ELECTRICAL PERMIT Filing Fee 20.00 SS Main Service 2�owo.. OR S 23.00 �\ ✓�/- � b I� Main Service 20" TO 1000A 46.00 NEW CONST. OWE&W OCCUP. 3.$¢so OR ADDNS. •ACC. $LDS. NEW GONST. NON.RESID. MULTFOIJTLtT 97.50 .1POWER 7uffUs OVTLET p0. Ex. Occup. OUTLET OR FDRURES EiAI ®,.SO DAMEx. Occup. O,7iT1ETS tR o.1Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fe 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES i Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES ,6 2 • S NAZ 1 D. FEES WP j FLGOD I COF PARCEL PD ND 65VE 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 a LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: DIC! �Crr'VJG'� Address: 2 to 14oey c.l t& p-1 . AP#: Job No: /(9 Z( &O&Y IeU4 Mel Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 -, Timber Products rt°5ttgft P.O. Box 20455 Portland, OR 97220APPROVEn (503) 254=0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 ������III III III III III Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS _ ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. FlUBLUNU ULFAH I NILt, APP"u"OVED (GABLE END IICIAIL S1RO000ACK (NAIL 10 LEDGER 12' U.C.) (BRACED AT 55' O.C.) - , INIS TING mPAIIED FRUH COMPUTER INpUr (LOADS 6 DIMENSIONS) 5110111 11(() By TRUSS HFR. ROW MATERIAL LEDGER (rlAll c A35 6 - IBJ Comm WICK 10 VERTICAL`113(K1 LCI MAILS , W/2-I0J NAILS)—'7 OUILOOKER GAOL _ GABLE ENO 2X6 IAGOIAI IK) SPACING FUR 113 = 56.0' O.C. ACE - - - REFEP. 1U SIIYSIXI CAIAL(JG C -9411-I FC12 / 15 BRACE 3-IOd PRODUCT AIIACIII1ENr SPECIFICATION (ATTACH _j NAILS A35 NI FI DIRECTION 2X LEDGER L CO•IIIUII EACH CIO \SIRUNGOACK (PI) OPACED AT 55' O.C. - (C) IX4 CONTINU(1NS LATERAL OWING FOP, (SI) BRACE (SIRUNGOACK) M IUER LONGER THAN (M) 2X4 F.L. OR II.F. 12 OR 72'. ATTACH AT MIOPUINI O= EACII GRACE (N) cG) BIP, SIP.OFIGOACK BRACE W/2-Od CCU)01UN )AILS. — - 24• MAX GABLE ENO (S) ICER e (N) 6H% 0C. I O�I DUILOUKER (SI I\ \ • \ \I \ (III) (PI I PEAK PLATE 10 MAICII CO1001 TRUSSES. NOTE: .CIIUP.US TO BE 2X4 FIR-LARCII 92 Hill. ( SI 1 SPLICE PLATE 10 IIATCII CENHUN TRUSSES. NOTE: HITS DETAIL HAY OF USED FOR (IIII FEEL PLATE 10 MATCH [0111.01 TRUSSES. TRUSSES WITH PITCHED D.C. ALSO. (0) OPTION 10 WEB FLAFINGt USE (3)-2' - WIRE STAPLES (0.072 OIA./15 GA.) IDENAILEO IltRU CIIORO 11110 WEB 6 Tim VEB UNO CHORD OI FINE FACE FUR A IOTAL OF 5 STAPLES. (PI). ( SI ) L (III ) MUST BE PLAIED. (G) GABLE ENO DESICII 04SEO 011 75HPH WI110 LOAD. EXPOSURE '0' AT 0-25 Ff. MEAN PLATE MAX. WEB LENGTII IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 MIGHT. PLT TYP. Wave TPI 95 R Design Criteria: TPI -95 O O Q C ••YAANIND-• IAUSSIS A(OYIA( IIIREM[ CAN( IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND 11ACIN0. Rt►IR 10 NIS•/1 (NANOLINO INSIAtLINO AND IAACINO), PUBIISH(D B► IPI (IRUSS ?(At[ Q O INS11101[. $13 O'OSOFIO DR., SUIII (00, MADISON• YI $3110). FON SAF[IY PIACIICIS PRION 10 , (, FOR MING INES( FUNCIIOSf. (MESS OIX[1YIS[ INDICATED. 10► CHONG SHAH NAI( PROPERLY AIIACN(D Q F--]1 f1AUCIURAI PANELS. 00110- CN010 SNAIL NAI[ A PAOFFItY AIIACHID RIGID CILLIRO. ••IMPORFANI•• FUNNISN A COPY OF INIS DESIGN 10 IN( INSIAtLA11011 CONIRACIOA. ALPINE ENGINEERED o �TRU L ►NOOUCIf• INC,SNAIL 001 1[ 1E SPONfi1lI F01 ANY O(,IAIIo' FROM INIS DESIGN: ANY FAILURE 10 100tM(IA USS[fINCONFONNANCI NEIN IP1:01►ABN 1(AIIRO. HANDLING• SHIPPING• INSIAlIA110N OR INACINO OF INOSS[S. INIS DESIGN CONFORNf YIIX APPLICABLE PROVISIONS OF NGS (NAIIONAL DESIGN IP(CIFICAIION PUSlISH(O 11 TN[ AN(RICAS FOREST AND PAPIN ASSOCIAIION) AND TPI. ALPINE SS CONNICIONf AN( NAD[ OF (OCA ASIX AM GAS? OAL1. STEEL, ESC[PI AS 00190• A► COAN(C1ONS 10 ^ �••—^�j IACN FACE OF INUSS• AND UR1(SS OTHERWISE LOCAI(O on IBIS DESIGN. POSIJIOX CORNICIGAS ►UI CRAVINGS Nf ollUff•0(►IC110 R(NCISO AND 160 AAF. SHALLNR01AN (GIR(IR-S AL 00 IRIS MISGRAVINANY �G1Of [ 1PWAI[S ONLY 10 IN( OL31OR D OUTLOOKER CRITERIA 3.5' MAX. 1YP. NOTCH I1 24' O.C. I.5' MAX. - 12' Hill 24' MAX 2X4 F.L. LIJ1DER GRADES MAX. LENGIII WITICAJT BRAC IVIG (11) TIT.—EERi, V/ SIRLRIGOACK BRACE ( S ) STANDARD 5-11-0 II -10-0 II 7-9 0 15-6-0 11 L BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 Ess /pTC LL 30.0 PSF W TC DL 15.0 PSF OC UL PSF IDC LL 0.0 PSF * TOT.L( 50.0 PSF DIIR.FAC. 1.15 ALIS U SPACING REF R992 DATE 03/19/98 DRW CD 112 SEQN - 25458 FROM PDc Job: UETAIL-OZ,ALIERIIAIE ORACIND NOTE' SEE DRAWING DRININAL FOR LUMBER, PLATES. AND OTHER I` DATA NOT SHOWN IIERE. TRUSSES REOUIRE EXTREME CARE IN HANDLING, ERECTION ANO BRACING. REFER TO 1PI HID -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PEIIMANENT BRACING REOUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. r4 9. �y CD103 1A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EOUALLY SPACED. ATTACH KITH (21 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF TIIE BELOW MENTIONED 3 ING TYPES MAY BE SUBSTITUTED* 2X4 'T" BRACE:. SAME GRADE AS WEB MEMBER. ATTACFI KITII 16d NAILS @ 4' O.C. BRACING MATERIAL 10 BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 9 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITIS 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED I3Y ERECTION CONTRACTOR. II+�PLT,- '� c c:a t= o v 4:3 v v v v C7 d p p v vALPIN v _o A= TRUSS o u v o v v SEE ORIGIIIAL DESIGN Foil PADPEt1 0E9ENSI01,19 -I E5IGtL_G9l-L.V8G:._... MPORTANTHNIMM 1vwAANINGj 7."Im"i1 wI`Itrjtqt 0UX-12VALtu K IIP4lron ME llarVA.111111 019IC40011 Illtfe MCIFICAIILID. Ol 11M 11"0.0. SEE 1110-91 or Opt. sit Infs DESHO F411L'lt 11 fulLD IN PuSs 111 COIraMV¢a 1111110.111 If rOr. top Pomric"4L snC)st PENS401111 WAC1110 Pt Itl A11`114 t"ICIOPS lFE 9AK Or 2004 CATV, sled 9Crt11D A1711 &VOW1Aflns. alttls Orltflrlllil I101WE0, Act, A149 Vv USIPI A/ 110111). it"f CElsltal0ls It an rACC Or 0101D JOLT It U11114111 SPACED 111fil ►Fpy7 r"m Alto 114111 011ormisr tachics 01.1"Is Mslut P01111fs1 44.4.4018 FLVPDCO 041191K Varrdl CHORD 0011140101s PlA CltluO►!s lit IH 1 INA -F. atslal 11A1DAPO3 film FPOPtmf AIIPfAm ItlCla CEltslb -- "I C011CM 1110MICAOIt r.10.I3I016 Of IDs a 101. 1,1 JuSIM••S AVtIi ItCAPItCAL L"Alt Orl/011 FCA PPOt1 Mat of 1FIs 0114.91110 AM110 10 rut tv"VIl O v,191t0 MtPE Difflu A"XICIII)C,l. rSp111D4 A CaP•r or Dot W dtt. 110 Wu IDs It 1111110 DPOII 111 lilt CIHA1 sit. CEI101 to Tilt 1Aass tMC[IDl CCNIDICIOP. i SGALE - 0.1 ORK CDIO. -ENG FM,,./ BOY 17.je aA rte TC LL 30.0 PSF , c� ,. TC DL 15.0 PSF F PC DL 5 .0 PSF IIo,.4D13815 • TAS 63011 BC LL 0.0 PSF CIyIL �\` TOT.LD. 50.0 PSF OUR. FAC. 1.15 r<Uf C�L�`OR SPACTNR 24.0" i SGALE - 0.1 ORK CDIO. -ENG FM,,./ IRIISS nRACI1111/OIDCKim; PrIAIt 11115 DWG PRu•ARIn rR011 COMPO(lR 111P01 I(nAn( 1 nlitructm.c, c,.e..,Aue a... 11I11G3 IIIUICIllO/01-OCKING IIETAIL (AT 13"IS011T) M: DIMING DESICIT-0 10 STABILIZE TIMES. AM) HAS NOT DEEM GIJCD 10 RESIST LATERAL SHEAR LOADS. 1 (A) 2X4 1311EH-FIR OR BETTER COWTIWUDUS LATERAL GRACING TO BE EQUALLY SPACED. ATTACII NIM (2)-1611 NAILS. 01IACIMI MATERIAL 70 BE SUPPLIED AND ATTACIIE-D AT 00111 EIS 10 A SUITABLE SUPPORT BY ERECTION C0111RACIOR. , I (14) HEIGHT► OF TRUSS AT 611PP0AT. 1, I I NO SECTION S -S TRUSS (0) 2X4 II.F. /3 OR BETTER DIAGOIJAI, BRACE. APPLY III PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACII 10 EACII OVERLAPPIIIO TRUSS USIIXI (2)-16d BRACE NAY BE NAILS AS SIIONIl. LOCATED ON EITIIEII FACE OF VEIITICAL. (p) SIIEA7111NG APPLIED TO TOP CHORD. (L) LOADS AS IIIOICAIED Oil TRUSS DESIGII. (M) IF TRUSS IIEIGIIT AT SUPPORT IS IU.O" OR LESS. DIAGOIIIILS I10T REQUIRED. r 8 ■ APPROX. 45' (n0) BLOCKING TO BOTTOM CIIr`OP OVER SUPPORT. II.F. 13 OR BETTER 2X SIZE OF 001 -TCM CHORD. PLT PYP. Nave TPI -95 Oesiq_n Criteria: TPI-95(STD) 18.20 CA/ -/I/ -/-/R/- 17-1 O Q MIAO•• 111{11! 1101111 IIAIMI [AMI IM PAIAICAIIoI. MANDt IMO, ,MIr►110. INIIAIIINO AND IR0. III11 10 011.11 (NA1o1IRD 1u1A11110 Aso NAACINDI. ►U,jISN(C AI 101 (,ROSS rlA,( lu QFO.... TC LL REF R427 Q Q1011. O`tss10 D•olorlo 0%" $Blot toe. NA11soN, rl 13110). too fAr11Y ►AACIICI{ PRIOR 10 QQ c'y 1N110 11(51 f1oC1101,. DAI(ss OINIArl51 IAOICAI(D. QQIDIAI IOP CNOAD $NAIL MAY( PAO►111Y AIIACI(D 4 • cTC PARA $. A0110N CNORD {NAZI MAI( A PAOP(AtY AIIACMIO NIOID CIIIIMO. OL DATE 1/12/94 AIAMI-• FDC115N A COPY or IN1f DI,Is1 10 IN( INIMLA1109 COl11ACIOA. WINS INOIN(IRto �Ic A nrisI. ` DC DL ( LALPINE A couo�NuctD�liNlirlIROMAr tN�i�inOo,Mlr.oU:o!ls�irr;0. (�;IAUA1101(iOA/0 Of I/lfflf.loll OtlIOR CONFORM{ w11a•�p1 LL rrR 9110 A►IlICA1l( flollsloq Or Mos(MA11oNAlCIs10M rlunol r11tJ5NloI1 IN( ANINICAN roust AND MIN AfloCIAIIQII AND OHI. Al►I01 N'RV"! CV:II;;1011A1li1'111; 5I0f:IJC TOT.LD.IIRN 3,040,634 l\1055 :f�'of AID 0:I 11911 oI;iCo. rO;ll;C.CC:��[�G;;(;(�R, 1D J, CI�\OtI\ IIA. ICD ANDCAD A.f. AN INCIIIII'l $JAI DI►R.FAC.Q01 CA -Ell{ CNC 01 loll ONAMINO Ar►1115 ONLY 10 INS DI{IOMrUT IAD$! Dlrl(Ilo NM Aso_$lilt 101 1( 111110 1101 a ... n.... ... _ e•n Ar 2.... I)ctnll fur fllbrlcaLlon of botLuln chord filler to be used to produce a flat bottom churl of vaelable lenyLh. lieler to appropt'lnte deslyn for lumber, plates, and other datn not shown here. (A) 1X4 contlnuolls lateral brnciny ( G' -U" U.C. (max.). Attach with 2-Od nails. Furlllsh copy of this drnwlnl3 to erecllun contrnctor Ito he will know of this requirement. IIEV. / SM / 1/5/92 (DRAWING NUM3EI2) (2) IIEV. 1/21/93 Uli (VERTICAL) (3) IIEV. 7/7/93 IM (MAX, r1LLEl1 UDEN PANEL) I f ; Q) ' 4 — TRUSS 1 IMronTANT: WINE E1111D11?1;11[111'11Un11CIS, INC. SIIAI 11101 UE RE SPUNS10IE FUII ANY UIivIAII0141110M MESE FA111Rnr to omw n1E MUSS 94 Cn11 011AIAIICEInWlt11 IIIE "OUArt1YCON110LMAN AL"NY 114, At PINE CUNNECIOIISAIIE MAI11FAC11111ID MUM 20 OAUOE IIAIVAt,"ZCU STEEL U14F.Ss OTIIIIIWISE SIIOWII. 06IEE11110 IIEOUIIIEMENIS OF ASTM A440 OnADEA.APPLYCOIINECIUIIS10110111rACESAtEACIIJOINF ANO LOCATE AS 911OWN. GEA111110 WIDIIIS AIIE 4" NOMIIIAL V4111API'LICAME IOvSONSO ESNIOIPI-0S 0101 PCO'0D. WAIININQ: lnussFs REOVIRE EXIRIEMECMIEIII IIANOLRIO,EImcuotIAno BRACING. SEE "GWl•10" IVIIACIIIO WOOD DATIONS-COIPILSEE II 9UESI01MMENIANY AND 4FOH AUDI. IIONAI SPECIAI. PEIIMANENI OIIACINO FIEOt/01EMENIS.IINLESSOIIIE11M4SESIIOWII, TOP CIIOnO SIIALL OE LAIEIIALLY GRACED Wit it PROPERLY ATIACO IED PLYW0o0SOIEA- 110N0, nO11oM Cllono WII11 state cutma,,, NOI°/II5E1"I4 DE siaNCWIn11rintenEIAl OA101 1nEAlEDLUM0EIL 1 ' 1 TC LL: _._ PSF TC DL: _ PSF DL: 5.0 PSF rOT, LD: PSF / 1 111111, PLATE TYPE ALP111E FURNISII A COPY OF TIIIS DESIGN TO EIIECTION CONtnACTOII Q) ' 4 — TRUSS 1 IMronTANT: WINE E1111D11?1;11[111'11Un11CIS, INC. SIIAI 11101 UE RE SPUNS10IE FUII ANY UIivIAII0141110M MESE FA111Rnr to omw n1E MUSS 94 Cn11 011AIAIICEInWlt11 IIIE "OUArt1YCON110LMAN AL"NY 114, At PINE CUNNECIOIISAIIE MAI11FAC11111ID MUM 20 OAUOE IIAIVAt,"ZCU STEEL U14F.Ss OTIIIIIWISE SIIOWII. 06IEE11110 IIEOUIIIEMENIS OF ASTM A440 OnADEA.APPLYCOIINECIUIIS10110111rACESAtEACIIJOINF ANO LOCATE AS 911OWN. GEA111110 WIDIIIS AIIE 4" NOMIIIAL V4111API'LICAME IOvSONSO ESNIOIPI-0S 0101 PCO'0D. WAIININQ: lnussFs REOVIRE EXIRIEMECMIEIII IIANOLRIO,EImcuotIAno BRACING. SEE "GWl•10" IVIIACIIIO WOOD DATIONS-COIPILSEE II 9UESI01MMENIANY AND 4FOH AUDI. IIONAI SPECIAI. PEIIMANENI OIIACINO FIEOt/01EMENIS.IINLESSOIIIE11M4SESIIOWII, TOP CIIOnO SIIALL OE LAIEIIALLY GRACED Wit it PROPERLY ATIACO IED PLYW0o0SOIEA- 110N0, nO11oM Cllono WII11 state cutma,,, NOI°/II5E1"I4 DE siaNCWIn11rintenEIAl OA101 1nEAlEDLUM0EIL tESSIU Q�0` F 1 ac Ito l d I7F• 6�� * * „� CI�,\',nQ�! DESIGN CRIT. UBC _UFF, 5736 R421 TC LL: _._ PSF TC DL: _ PSF DL: 5.0 PSF rOT, LD: PSF �A� 7/19/88 ��;_CD106 _.MG: F11 VARIES DU11, FAC: X IPITC11: —Q[ByEN: VARIES SPACING 24'fl" U.C. TYPE: DUTA11, •IPI. InUSSPtAIIINSIIIIIIE:NDS-NAIIONALDESIGNSI'(CIrICAIIuNronwool)coISIIIUCIION, imaO608-Hamar Dick - al 26' comn ITOP CHORD 2x4 DF -L $1 NIOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard 0 w'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. m rn 0 0 V A O OG f1. A w gmaw C=3 MLAO tim VNf z cs z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC Q 24.00. OC, BC 0 72.00" OC. DEFLECTION MEETS L1240.00 LIVE AND L1180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 a all +8-0-0 C=3 L,2-o-Da.J x Liz-o-a�1 Ca.. 1 13-0-0 1 13-0-0 —I esu GExu "� 4.1 C3- 26-0-0 Over 2 Supports ,5s EPARIV�EN.,, R-962 W-3.5" R-962 W-3.5" T TYP. Wave TPI -95 O O O N N ALPINE ►–a ��8�ai�enlo4 CA 451Gf ian Criteria: TPI BRACIRG�" REfLR 70 RIB -91 (DANDLING INSTALL IRO AND GRACING). , PUBLISHED BY 7/1 (TRUSS PLAT[ SAFETY PRACTICES PRIOR To PERFORNIB9 THESE IOIISIJT TE. 303 ttt[0 S. NALESS OTH10 DR.- SUITE ERWISE INDICATED, TOP IS01- It ICHORD F$HALL HAVE PIOPEILV ATTACHED STNvcTVRLL PANELS. DOTTON CIORD SHALL WAVE A PROPERLY ATTACHED RIGID CEILING - IMPORTANT— FURNISH A COPT OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IROOtCTS. INC. SMALL NOT It RESPONSIBLE FOR AIT DEVIATION FROM THIS DESICI: ART FAILURE TO BRACIRGIofTTRUSSEiRUSSES 'N CATAIS DESIGNArOARARCE ITCONFORMSOWI 13 AAPPLITCABLE ROVISIOtS OFPIDSG(IATIO ALING AND DESIGN SPECIFICATION PUSLISIED BT THE AMERICAN FOREST ARD PAPER AS AND TPI. ALPINE EACSEFACESARE OFF TRUSS. OAIDl91LESS OTHERRWISEALOCATED ON THISLT. STEEL. ESCIPT DESIGN,�fOSITIIOI CONNECTORS. APPLY NPEROAt TO ONAVINSS 160 A•1. TRE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROfESSIOIAL ENGINEERIBG RLS►OISIDILITY SOLELY FOR TIE TROSS CONPORENT DESIGN SHOWN. TNL SUITAOILITY AND USE OF THIS CDN/WENT FOR MT IARTICOLAR IVILDINL IS TIE RESPONSIBILITY OF THE BYILDtII DESIGNER. PER AISIXI 1-1997 SECTION E. CA - 1 - - - F Scale —.250/Ft., TC LL TC DL 8C DL BC LL TOT.LD. 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF R427--40287 DATE 06/23/00 DRW CAUSR427 00175009 CA -ENG AEB/PBC SEAN - 17458 DUR.FAC. 1.25 FROM MD SPACING 24.0R hama06OB-Hamar Dick - ald 26' drag ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 RIOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard rn .'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. X=1 110 PSF BC LIVE LOAD PER UBC. rn O 0 z V `J L'a O a Far A W fx W x W4A4(AZ) 51111 cy x W ** THE MAXIMUM HORIZONTAL REACTION IS 2130.54# ** IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE TC @ 24.00" OC. BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS TRANSFERS 71.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W4X4 is +-0-0 Cs.1 x __3 La2 0 oat R 13-0-0 I 13 -0-0 J o �� ►s, rn LA -3. 'I PLT TYP O O O N C"7 N ALPINE ti AWm SaQe�mer CA 9582! DIC" im 26-0-0 Over 2 Supports R-1022 4-3.5'F Rh -2131/-2131 R-1022 W-3.5' A i�R Design Criteria: 7PI1 '-WARNING" TRUSSES REQUIRE EXTREME CAR[ IY FABRICATION. HANOL[1G. SN]P..a INSTAL... AND BRACt1i. lL►CR TO Ito -11 MANDLIRG INSTALLING MD /RACINB), PUBLISHED BY TPI (TNOSS /LATE [1STITITL. BIS D'OND►RIO DN .. SUITE 200. NAD1500 YI 61119). FOR WITT PRACTICES ►NiON TO PERfORN[NB THESE FUNCTIONS. ,ILEUS OTMERYISE iNGICATED. T0/ CHORD SHALL RAE[ PAOPERIt ATTACHED STRUCT ORAL PANELS. BOTTOM CHORD SHALL NAT[ A PROPERLY A"ACHED RIGID CEILING. -IMPORTANT-- FINNISH A COPY Of THIS DESIGN TO 111 INSTALLATION CONTRACTOR. ALAI[ ENGINEERED PRODUCTS. IRC. SHALL NOT 19 RESPOASIIIL Fa All 0111AI(0R FROM THIS DESIGIR Alf FAILUR6 TO BUILD THE TRUSSES I1 CONfOINAICE IIT" TF1: OR IA$R..ATINO, HANGLIM6. SSIPPIIB. 11STALLINS AND BRACING 01 TRUST[&. III$ DISIGR CONFORMS MITI APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISSED BE THE AMERICAN FOREST AID PAPER ASSOCIATION)AND TP[. ALPINE CONNECTORS ARE MADE OF 209A ASIR A633 BRAD GALT. STEEL. EXCEPT AS 107[0. APPLY CONNECTORS TO EACH FACE 01 TRUSS. AID UNLESS OTNEAVISE LOCATED 01 THIS DES16N. POSITION CONNECTORS PER DRANIRGS 160 A•1. TN[ SEAL as THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I[POSSIBILITY &OLELT FOR THE TRUSS COMPOIEIT 0991" SHOWN. TOE SUITABILITY AND USE OF IBIS COHPORERT FOR ANT PARTICMLAR BUILDING IS TIE RESPONSIBILITY OF TRE BBILDING DESIGNER, PEA ANSI RFI 1.1995 SECTION 2. CA - 1 TC LL TC DL BC DL BC LL TOT.LD. - - 16.0 10.0 7.0 0.0 33.0 F PSF PSF PSF PSF PSF Scale -.25" Ft. REF R427--40318 DATE 06/23/00 DRW CAUSR427 00175010 CA -ENG AEB/PBC SEAN - 17460 OUR.FAC. 1.25 FROM MD SPACING 24.00 608 -Hamar Dick - a2 26' comn ITOP CHORD 2x4 DF -L #1 cN,130T CHORD 2x4 DF -L #1 o WEBS 2x4 OF -L Standard :W1 2x6 OF -L #2: .PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Yz, 00 C3,> W1.5X4 e 1- I W1 6-7-7 E-+ v 0 0 oa 91. cl w aw�T I M2.— W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W z ' a.. rn tri C+; 13-5-8 Over 2 Supports R-401 W-3.5" P. Wave TPI - 0 O 0 N , Cn N ALPINE ti Alp ine Eastin=cd Pro&wb, hr. SwrEmcft CA "M "cn�LnaA — t---2 - 0 - 0-- R-568 W-3.5- esi4n Criteria: TP_I BRACI16. NEFEN TO MIN -91 (NAIDL 116 INSTALLING AID BRACING). PUILISHEO 0Y TPI (TRUSS PLATE INSTITUTE. SBD D'O10FAIO 01.. SUITE IDD. MADISON, WE 33719). FOR SAFETY PRACTICES PRIOR TO I[RFORNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL NATE PROPERLY ATTACHED STRUCTURAL PAVES. BOTTOM CIORD SHALL HAVE A PROPERLY ATTACNED 01610 CEILING. IMPORTANT"- "URN ISM A COPT OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT IE ILESPONSTBL[ FOR ANT DEME ATIDI FROM THIS 01$1611 ANY FAILURE TO BNILD THE TRUSSES IN CORFOIMAMCE W[TA TPI: ON FABRICATING. MAIDLIBO, SUI►PII1. 11STALLING AND IA NG Or TRUSSES. THIS DESIGN CONFORMS WITH AIPLICABLI PROTIS10N3 OF 10f (RATIONAL DESIGN SPECIFICATION POILISVEO 11 THE AMERICAN FOREST AND P011 ASSOCIATION) AND WE. ALPINE CONNECTORS ARE MADE OF ROSA ASTM AGED SMO QALY. STEEL. INCEPT AS NOIEO. APPLY CONNECTORS TO [ACR FACE OF TRUSS. AND NILES$ OTNERVISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAVINSI 160 A -Z. TOE SEAL 00 THIS OIANING, INDICATES ACCEPTANCE OF ►ADFES$IDNAL ENGINEERI86 IISPONSIBILITT SOLELY FOR TOE TRUSS COMPONENT DESIGN SHOWN. THE SVITAOILITY AND USE OF THIS CONPORENT FOR ANY PARTICULAR BOILD06 IS THE RESPONSIBILITY OF TRE INILOING DESIGNER. PER ANSI ME r199S SECTION E. +-0-0 r n 0 D E P A CosF ��� �`driFN . LA/ -/1/-/-/-/r - TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" AAT", Scale —.375"/Ft. REF R427--40319 DATE 06/23/00 D RW CAUSR427 00175011 CA -ENG AEB/PBC SEON - 17462 FROM MO Kama06O8-Hamar Dick - bl 40'5-3/8 tsc TOP CHORD 2x4 DF -L #1 N OT CHORD 2x4 DF -L #1 N WEBS 20 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ri. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. o� 0 0 z W2.5) W3X6 0 0c0Hva W1.4 -- 6=4 w A W2.5X4 C-3 cab w W3X8 (Al) +� z cs z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC 0 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. W5X6 - bl W6X4 (R) 5X4 0 zr 2 0-0 lzwC �4 1 N., COL. 20-2-11 15-9-5 18-0-0 18-0-0 ����� ���.�-�F"a 36-0-0 Over 2 Supports R-1305 W-3.5- 9 0 0 •� PLT TYP. Wave TPI -95\R Design Criteria: O 0 N Cri ALPINE ti BRACING. R[P[R TO NIB•Bl (HARD(( HG INSTALLING AND BRACING). PUBLISHED IT T►i (TRUSS PLATE INSTITUTE. 593 0'OIOrA1D OR., SUITE 900. MADISON. SI $3)19). FOR SAFETY PRACTICES PRIOR TO IER►OAMIRA THESE FUNCTIONS. /BLESS OTHERWISE INDICATED. TOP CHORD SMALL NATE PROPERLY ATTACHED STAUCTNRAL PANELS. BOTTOM CNOND IML HAVE A ►ROPIALY ATTACKED RIGID CEILING, •IMPORTANT-- FURBISH A COPY Of THIS DESIGN TOTHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ►ADDUCTS. INC. SHALL NOT 19 RESPONSIBLE POA ANY DIIIATION FROM THIS DESIGN: ANY FAILURE TO BUILD IN TRUSSES 11 COIrGINANCE WITH TPI: 01 FAARICATINO. MAULING. SHIPPING. INSTLLINO Aro BRACING OF TIBS$19. THIS DESIGN CONFORMS WITH APPLICABLE ►2OY1S10NS Or NDS (NATIONAL DESIGN NECIFICATIOS PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE CONNECTORS ARE NADI OF FOGA ASTM MSS 61140 GLLT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA OMWIRGS LBO A•I. TU SEAL DN THIS DIMING IROICATIS ACCEPTANCE Of FAO►ESSIONAL ENGINIIRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IH[ SUITABILITY AND USE Of III$ COMPONENT ►OR AAT PARTICULAR BUILDING 11 THI RESPONSIBILITY OF THE BNILDING OESI6HER. PER ANSUTY. 1•llfS SECTION E. - R-1175 N-3: 6K ' L TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC -LL 0.0 PSF TOL LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale -.1875"/_Ft. REF R427--40321 DATE 06/23/00 DRW CAUSR427 00175013 CA -ENG AEB/PBC SEON - 17464 FROM MD Kama0608-Ilamar Dick - b2 40'5-3/8 tsc ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 :T3 2x4 DF -L #1&Bet.: cN-,)IOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard DILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn 0 0 W2.5X4 e W3X6 6a Wl.5X4 6 r C.3 t~ V A 0 a — 3 rs. A W2.5X4 o w i oa z W3XB (Al) ,9 Cy x w w z N1. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.21• DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC. BC @ 72.00` OC. 10 PSF BC LIVE LOAD PER UBC. W5X6 W5X6 W6X6 - W5X8 a .-a 20- -11 cc 18-0-0 Fa 38-0-0 Over 2 Support: R-1371 W-3.5' N3r 0 0 PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S1 C= -q"NING•• TRUSSES IEOUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND p IRACIIG. R[►EN TO M11.91 (MANGLING ISSYAI ING AND BIACING), PUBLISHED 0Y TF1 (TRUSS /LATE p INSTITUTE. 563 D'OR0►R 10 DI.. SHITE t00. MADISON, ME 57719), fOR tAftTV PRACTICES PRIOR TO cy PERFORMING TRESS FUNCTIONS, UNLESS OTMERIISE INDI GATED. TOP CHORD STALL HAVE PROPERLY ATTACHED STROCTORAL PANELS. 007TOR CNOND SMALL RATE A PROPERLY ATTACKED AIAIO CEILING. C -i "IMPORTANT" IURNISK A COPY OF THIS 093161 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CV PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FON ANY DEVIATION FROM THIS OISIGN: ART FAILORE TO BUILD THE TAUNUSLN CONIORNANCE YI1N TPI: OR 1ASAICATINO. IAROLIIG. SHIPPING. INSTAtlI16 AID �,�- A L P I N E nam TRI'Its . THIS o9S16R c: rains Run APPLICABLE PROVISIONS Of RDS (NATIONAL DESIGN FOUST AND PAPER ASSOCIATION) AND TPI. ALPINE �-s SPECIFICATION ►RLI SNED BY TOE AMERICAN SPECIFICATION COIIECTONS ARE MADE OF tOGA ASTM ANSI 6940 CALI. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE 0► TRUSS. AND IN►ESS OTBERBISE LOCATED ON THIS 015161. POSITION CONMICTORS PER •' OMNI KS 190 A•1. TME SEAL 08 ?NIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINECNING ryY� ` RESPON3IOILTTV SOLELY FOR Tot TRI ISCORPOSENT DESIGN SHOUR. TME SUITABILITY AND OSE OF THIS SI)LDI16 1S TME RESPONSIOILItY OF THE BUILCIJK DESIGNER. FIR CA 9A SUS CdR►OR[NT FOR MT PAR71CILAR ABSIJT►I 1.1195 SECTION 1. W2 .5X4 4p \� 6 VX6e 3 `� W3X4 -8-8 d'AM W3X4 0 W5X4-* T1 1 0-40-0 W5X8 m W1.5X4 II Rh1241�FNp,3._5: a Rh --3 GA/ -/L/ -/-/-/r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF 8C LL 0.0 PSF TOT, LO. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale—.1875'/Ft REF R427--40320 DATE 06/23/00 DRW CAOSR427 0017SO12 CA -ENG AEB/PBC SEON - 17466 FROM MD hama0608-Hamar Dick - b3 40'5-3/8 comn ITOP CHORD 2x4 OF -L #1 N ,OT CHORD 2x4 DF -L #1 C—, WEBS 2x4 OF -L Standard gn-:'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ITRUSS SUPPORTS 2400 MECH UNIT; SUPPORTED BY TC AT ANY LOCATION: Z—,1NiT WIDTH 02-04-00: SUPPORTED BY 3 TRUSSES. rn 0 0 z W2.5X4 0 AwwAOCrVzr.. W3 X6 W2.5X4 A 6 r F W1N.5X4 W3X6 ra w W5X4(A2) la W2.5X4 e c.5 z w w cam. 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC @ 72.DO' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 *W2.5X4J(A):�� (A)* W3X8W3X6® W2.5X4 a W2.5X4 44 W5X4 Q W3X6 m n W1.5X4 M b3 1 2-6-14 +8-0-0 20-2-11 I 15-9-5 36-0-0 Over 2 Supports "'1`��"0'��,GxWul-, ME R-1354 W-3.5" R-1276 W -3.5"x•+ T TYP. Wave TPI - 0 O O N N ti ALPINE LEW Criteria: TPI(STO BNACINO. REIii TO 9.91-116 1HSTALLING AND 81ACINO). POBtISMEO BY TPI (TRUSS PLATE INSTITOT[, 507 0'010FRIC OR.. Stl ITS 100. NAOtSOR. NI 53719). F0N SAFETY PRACTICES PRIOR TO PERFORMING THESE FUICTIONS. UNLESS OTBEIWIS[ 11DICATED. TOP CHORD SHALL HAVE PROPERLI ATTACHED STROCTWAL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED 11610 CEILING. "IIIPORTAUT" FBINI SM A COPY Of TBI$ DESIGN TO THE IISTALLATT01 CONTRACTOR. ALPINE ENGINEERED PRODUCT$, IBC. $BAIL NOT at RE5100$IBL1 F01 ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TBE T18SSE7 BN CONFOAXCE W)TN TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 01ACIIG OF TRUSSES. T1113 CISIGH CONSFUNS HIT% APPLICABLE PROVISIONS Of NDS INATIOIAL 015161 SPEC IFIGTIOt PURLISHED HV THE AMERICA FOREST AND PAPER ASSOCIATION) AND TPI. ALPlRI CON11.0113 ANE MADE OF EDOA ASIR AS33 BBVD GALV. STEEL. IICEPT AS NOTED. APPLY COII[CTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DIANUGt 100 b t. THE BEAT 01 THIS DRAWING INDICATES ACCEPTANCE Of PBOFESSIOIAL [86IIEIIIMG RESPOHS111LIT1 SOLELY FOR TIE TRUSS COMPONENT 011161 SHOWN. THE SUITABIl1Ti AND USE OF THIS COMoVll7 FON AN► PANTICOLAS SBILOIIG ES THE USPONS191LITT Of TOE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION t. iE561q,� TC LL 16.0 PSF TC DL 10.0 PSF 'O BC DL 7.0 PSF 7° BC LL 0.0 PSF TOT:LD. 33.0 PSF DUR.FAC. 1.25 I SPACING 24.0" _Scale —.1875'/Ft REF R427--40322 DATE 06/23/00 DR W CAUSR427 00175014 CA -ENG AEB/PBC SEAN - 17468 FROM MD an6nn-Hamar Dick - b4 40'5-3/8 tSC ITOP CHORD 2x4 DF -L #1 cN,IOT CHORD 2x4 DF -L $1 WEBS 20 DF -L Standard _.LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (TRUSS SUPPORTS 240# MECH UNIT: SUPPORTED BY TC AT ANY LOCATION; Z;-,-INIT WIDTH 02-04-0D: SUPPORTED BY 3 TRUSSES. 7A0C7) - 0 0 z W2.5X4 2 WU6 0 W6X60 617 C.� v o (A) 0 x r3. A 3 W6X8 0 3 w a W6X8mar z W3X8(Al) to C.5 z w w cam. 0 (A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED DY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 Ea W2.5X4 � -T 6 W4X4 ft W3X6 � (A) W1.5X4 I W3X8 - W3X6 n W4X4 a W2.5X4 e I 2-6-14 +8-0-0 .i " o--.3 yap 2:LU 20-2-11 15-9-5 7-1-0 5-9-8 22-1-8 s`'<,a� 36-0-0 Over 2 Supports R-1354 W-3.5' 'R-1276 W-3.5'�`uU O C=:> O N C- i ALPINE ti Loa 00s CA Criteria: TPI(STO -WARM TRISSES REQUIRE EAIRGIE CARR .. . BIACIIA. REFER TO RIO -11 (HANDLING INSTALLING AND IRACIRO10) ). POBIISYED BT T►1 (TRUSS PIAT[ INSTITUTE. SOS D'OIOFRIO DR., SUITE COO, MADISOI, YI ,IS /W SAFETY PI8 TO P ERFORNING THESE FUNCTIONS. IYLESS OTHERWISE TRDICATED, TOP CWOAD SHALL HAVE PACTICES /110ROPERLY ATTACHED STRUCTURAL PANELS, BOTTOR CHORD SPALL Ulf A PRO►ERLV ATTACHED RIGID CULINO. '"IMPORTANT-- FURNISH A COPi OF THIS DESIGN TO THE INSTALLATION COI TRACTOR. ALPINE ENGINEERED IRODUCTS. INC. SHALL NOT 6E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TIE TRUSSES 11 COIr0 .0. PITH TIT. ON FADIILATIRG. NAIOLIMG, S/111711, INSTALLING AND /RACIII OF Tlllll S. THIS DESIGR CONFORMS NITS! APPLICABLE PROVISIOIS OF NOS (YAi]ORAL DESIGN SPCC 1'. CATS 00 IUBLIf1(O 11 TIE AMERICAN roxisi AID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Or EOCA ASTM AOSS GR40 DUE. STEEL EXCEPT AS 10T[O. APPLY COIINECTOIf TO EACH FACE OF TROif. AID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORSECTORS PER DIAYINGS 160 A.S. TRE SEAL 01 THIS DURING INDICATES ACCEPTANCE 0► PROFESSIONAL ENGIItERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT PISS" SHON%- TUSYItABIL ITE ALIO YSE OF TNIS COMPONENT FOR All PARTICULAR BUILDING IS TIE RESPONSIBILITY OF TRE IIILDING DESIGNER. PR ANSI/TPI 1.1115 SECTION 2. �ESb TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF * TOT.LD. 33.0 PSF DUR.FAC. 1.25 r SPACING 24.00 Scale -.1875"/Ft REF R427--40324 DATE 06/23/00 DRW CAUSR427 00175015 CA -ENG AEB/PBC SEON - 17470 FROM MD Scale -.1875"/Ft REF R427--40324 DATE 06/23/00 DRW CAUSR427 00175015 CA -ENG AEB/PBC SEON - 17470 FROM MD ftama0608-Hamar Dick - b5 40'5-3/8 tsc ) ITOP CHORD 2x4 OF -L #1 cN,IOT CHORD 2x4 DF -L #1 I WEBS 2x4 DF -L Standard _.LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. W C7) - C=) 0 V1, L, -.:l W a rsa w Z W W n IZ. rs.. 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC Q 24.00' OC, BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W4X4 Lit -0 -Dai 20-2-11 5-6-13 FG 7-1-0 1 6-9-8 1 11150 I 4e im ,b'5' 7-8-2 -0-0 r aS au�� v'e'x. da 25-9-8 Over 2 Supports R-970 W-3.5' R-836 W-3.5' ve TPI - 0 0 CV N =D, =ZALPINE ti IAlpine CA9Y[9S S ,iao Design Criteria: TPI(ST '-WARNING-- TRUSSES REQUIRE EarNlMl cmc I■ rAo■��w u�■. BRACING. REFER TO NIB•01 (HAIDLINB INSTALLING AND BRACING), PUILISHED BY TPI (TRUSS PLATE INSTITUTE. SBS O'010FRIO DR.. SUITE t00. MAOISDN. NI 63716). FOR SAFETY PRACTICES PRIOR 70 PERFORMING TR ESI FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL ►ARILS. ROTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT+* FINNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUC7S, INC. SHALL SOT BE RESPONSIBLE FOR ANY DEVIATION FROM III$ DESIGN: ANY FAILURI TO BUILD THE TRUSSES 11 CONFORMAIICE WITS TPI: OR FABRICATING. HANDLING. SHIPPING. IR STALLING AND BRACING Of TRUSSES. THIS Oulu CONFORMS NITI APPLICABLE Pl0YIS10RS Or NDS (NATIONAL DESIGN S►ECIF IC AT IDR PYLATS BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COGS KIOKS AGE MADE OF tOGA ASTM A6S7 QNO GAIT. STEEL. EXCEPT AS NOTED. APPLY CONRECTOAS TO EACH FACE Or TROSS. AND UNLESS OTIERIISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ONAHINGS 160 A•1. THE SEAL AN 01 TH13 ORIIIO INDICATES ACCEPTANCE 0► PAQFESSIONAI ENGINEERING RESPONSIBILITY SDLELT FOR THE TIVSS C09PONER DESIGN SBONR. THE SUITABILITY AND ISE Of THIS COMPONENT ►01 ANT PARTICULAR BUILDING IS TRE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A231 1"I 1 .1 .S SIC7101 t. LAI -/1/ -I -/-Ir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF SC LL 0.0 PSF TOT.LD. 33.0 PSF OUR.FAC. 1.25 SPACING 24.0' Scale—.25"/Ft. REF R427--40325 DATE 06/23/00 DR H CAUSR427 00175016 CA -ENG AEB/PBC SEON - 17472 FROM MD This safety alert symbol is used to attract your J attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HI13-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° .tis the resoonsibility of the installer(builder, building contractor, licensed contractor =rectororerection contractor) to Property receive, unload, store. handle. installanc )race metal plate connected wood trusses to protect life and property. The installe rust exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior -o the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn - ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS" PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 1 russ industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, 1 he Truss Plate Institute, Inc. expressly disclaims any responsibility for damages ,arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 1-D by Truss Plate Institute, Inc. All rights reserved. This document or any par hereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS"STORAGE,- CAUTION: Trmses should not be unloaded on rough terrain or un- even surfac 3s which could cause damage to hE truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateralA CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. A WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is extremely dangerous and should be strictlx prohibited. Fra rn 2 1 Up to 24' 1 3/12 8'1 17 1 12 nal bracing. Diagonal bracing should be nailed Over 24' - 42' 1 3/12 7' 1 10 1 6 48" Over 42' - 54' 1 3/12 1 6' 1 6 1 4 5' Over 54' 1 See a registered professional engineer / DF - Douglas Fir -Larch SP - Southern Pine/ u HF - Hem -Fir 8' SPF - Spruce -Pine -Fir 2" 9' -1.00 Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle 1/4" 1 togetherand cause collapse if there is no diago- 24" nal bracing. Diagonal bracing should be nailed 2' to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. 48" MONO.TRUSS 4' PLUMB I I I Truss I 7 I 12 — 13 or 9- greater s/ All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required IV 10' or Greater -4e __L / Attachment / Required �_/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION 'TOLERANCES 12" 1/4" 1 1' 24" 1/2" 1 2' 36" 3/4" 1 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Depth I D(In) I d I I Lesser of Nt Ir D/50 or 2" t Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. I T ±y; L(in) L(ln) 50" 1/4" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' BOW Length L(in) Lesser of U200 or 2" L(in) .........:::.....:::::::::::I:::::::::::::::::::..... Lesser of U200 or 2" L(in) U200> L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 AWARNING: Do not attach cables, chains, or hooks to the web members. /610° 60° ess or less Tag Approximately Approximately Tag Line '/z truss length '/z truss length Line Truss spans less than 30'. SpreaderBar Toe In — Toe In INNr��LAZ V1 Approximately �9 Spreader Bar Toe In Less than or equal to 60' Approximately '/z to 3'3 truss length Less than or equal to 60' 11AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBar Toe In At or above mid -height Tag Tag Line Line ii10, i_ Approximately i Y3 to 3/J truss length ' Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different A bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING B'UILDfNG INTERIOR Typical horizontal tie member with multiple stakes (HT) J Frame 2 11-truss.f braced oup of tusses (EB) eWARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Frame 5 Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir TOP CHORD';lit ill Continuous Top Chord TOP CHORp DIAGONAL BRACE lapped at least 2 MINIMUM LATERAL BRACE SPACING {D9� SPAN PITCH SPACING(LB #trusses Attachment Up to 32' 41 8 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required —�- trusses. 10" or Greater Attachment Required _/tj 32of %egg / AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 6' 9 1 6 Over 42' - 60' 1 3.0 5' S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 �— trusses. 10" or Greater Attachmen Required 2�ess 12 5 /Cg �C6 \ o. ao0� Gdti . yy �Q Top chords that are laterally braced can buckle yy �\ togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Frame 3 r 12 -� 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L�5 Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. L1y — ---- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Project Title.......... Project Address........ Documentation Author... Climate Zone........... Compliance Method!.-.....-.-. Page 1 CF -1R The Hamar Residence Date..05/26/00 12:30:43 Chico *v5.10* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 11 ()()-1301 Bui ding lermit0 Pian Check Date Field Check/ Date MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00161S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1720 SF Residence GENERAL INFORMATION Conditioned Floor Area..... 1720 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.3 °s of floor area Average Glazing U -value.... 0.55 Btu/hr-sf-F Average Glazing ....... 0.65 Average Ceiling Height..... 9.1 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT, LEFT BACK, RIGHT Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Wall n/a R-13 R-n/a R-13 0.088 TO GARAGE, KNEE WALL Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (N) 32.0 0.520 0.650 Standard Standard Yes Door Front (N) 10.0 0.550 0.650 Standard Standard Yes Window Front (N) 20.0 0.520 0.650 Standard Standard Yes Window Front (N) 9.0 0.520 0.650 Standard Standard Yes Window Left (E) 20.0 0.520 0.650 Standard Standard None Window Left (E) 12.5 0.520 0.650 Standard Standard None Window Back (S) 40.0 0.550 0.650 Standard Standard Yes Window Back (S) 12.0 0.520 0.650 Standard Standard Yes Window Back (S) 14.0 0.520 0.650 Standard Standard Yes Door Back (S) 20.0 0.550 0.650 Standard Standard Yes Window Back (S) 30.0 0.520 0.650 Standard St&VJIYes Window Right (W) 25.0 0.520 0.650 Standard Standard None Window Right (W) 10.0 0.520 0.650 Standard ftf None 69PEPA Window Right (W) 10.0 0.520 0.650 Standard a 1 lt''None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Hamar Residence Date..05/26/00 12:30:43 MICROPAS5 v5.10 File -001615 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1720 SF Residence FENESTRATION Minimum Equipment Type Efficiency Gas ACSplit Tank Type Storage HVAC SYSTEMS Duct Duct Tested Duct ACOA Thermostat Location R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback 0.800 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS Number in Heater Type Distribution Type System Gas Standard 1 REMARKS Tank External Energy Size Insulation Factor (gal) Over - .62 40 ,"'Area U_ , . ;-:. .. .. Interior -,, Exterior' .. ,, hang/ Orientation (sf) Value SHGC Shading Shading Fins Skylight Horz 8.0 0.940 0.730 None None None Skylight Horz 8.0 0.940 0.730 None None None Minimum Equipment Type Efficiency Gas ACSplit Tank Type Storage HVAC SYSTEMS Duct Duct Tested Duct ACOA Thermostat Location R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback 0.800 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS Number in Heater Type Distribution Type System Gas Standard 1 REMARKS Tank External Energy Size Insulation Factor (gal) R -value .62 40 R- n/a �. DEPAR�:- O�PPROS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page_3 CF -1R `Project' -Title:......... °The Hamar Residence ._ . Date...05./26/00 12:30:43 MICROPAS5 v5.10 File -001615 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1720 SF Residence COMPLIANCE STATEMENT ' This certificate• of compliance lists the, building, features. and performance. 6 " the specifications needed to comply Regulations, with Title -24, Parts 1 and of and the administrative regulations to California Code of implement them. This certificate -has been signed by the individual with is overall design responsibility. When this certificate of compliance submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Gregory A. Peitz Name.... Marty Runnells Company. Energy Calculation Services Company. Architect Address. 383 Rio Lindo Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Chico, CA 95926 Phone ...5-3 8.9944.5719 Pnone... D30 --=-3466 License. Co Signed.. Signed.. 6 daite date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. date 411TE 5 1 ` .. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title..`.'...:... The Hamar Residence Date..05/26/00 12:30:43 Project Address........ ******* * * Documentation Author... Climate Zone...... Compliance Method. C ico v5.10 Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 11 MICROPAS5 v5.10 for 1998 Standards Building Permit Plan Check Date Field Check/ Date by Enercomp, Inc. MICROPAS5 v5.10 File -00161S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1720 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment ;,;a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. r r -OVA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. VA 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control W-1� 2. No continuous burning gas pilots allowed. `^� `� - '-' ..AAVs PAP�f MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project -Title., .,...,....:The Hamar Residence Date..05/26/00 12:30:43 MICROPAS5 v5.10 File -00161S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1720 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ✓ 150(i): Setback thermostat on all applicable heating and/or cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. ✓' *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N A 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) . akn-TE COW'S° MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.. r. The .Hamar RPGi r7Pnna ... n> o- nc /-rc /nn `, n _-]n _ MICROPAS5 v5.10 File -00161S Wth-CTZ11S92 Program -FORM MF -1R User#-.MP1333 User -Energy Calculation Servic Run -1720 SF Residence LIGHTING MEASURES ;. Design Enforce-.. er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. DO << COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Hamar Residence Date..05/26/00 12:30:43. Project' Address.:...... ******* Chico *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 C 1' omp lance Method.:..,.. MICROPASS v5.10 'for 1'998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -001615 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1720 SF Residence Zone Type HOUSE Residence MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Building Permit P an C ec Date Field Check/ Date omp lance Method.:..,.. MICROPASS v5.10 'for 1'998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -001615 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1720 SF Residence Zone Type HOUSE Residence MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 17.03 15.49 1.54 17.91 20.44 -2.53 14.37 12.08 2.29 49.31 48.01 1.30 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area.. Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1720 sf Single Family Detached New Front Facing 0 deg (N) 1 1 ReducedYear Raised Floor 1 15581 cf 0 sf 16.3 0 of floor area 0.55 Btu/hr-sf-F 0.65 9.1 ft BUILDING ZONE INFORMATION Floor Area (sf) # of Volume Dwell Cond- Thermostat Vent Vent Air Height Area Leakage (cf) Units itioned Type (ft) (sf) Credit 1720 15581 1.00 Yes Setback 2.0 Standard No ` �e "EPA 1iiuE e COMPUTER METHOD SUMMARY Page 2 C -2R Prn;ect Title.....:.... The Hamar Residence Date..05/26/00 12:30:43 - - J MICROPAS5 v5.10 File -00161S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1720 SF Residence OPAQUE SURFACES Area e U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 319 0.065 19 0 90 Yes None PLAN FRONT 2 Door 10 0.330 0 0 90 Yes None ENTRY 3 Wall 99 0.088 13 0 90 No None TO GARAGE 4 Wall 27 0.088 13 0 90 Yes None KNEE WALL 5 Wall 200 0.065 19 90 90 Yes None LEFT 6 Wall 63 0.088 13 90 90 No None TO GARAGE 7 Door 20 0.330 0 90 90 No None TO GARAGE 8 Wall 91 0.088 13 90 90 Yes None KNEE WALL 9 Wall 284 0.065 19 180 90 Yes None BACK 10 Wall 510 0.065 19 270 90 Yes None RIGHT 11 Wall 12 0.088 13 270 90 Yes None KNEE WALL 12 Roof 1215 0.031 30 n/a 0 Yes None TO ATTIC 13 Roof 982 0.031 30 0 14 Yes None VAULTED 14 Floor 1720 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 32.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 2 Door Front (N) 10.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 3 Window Front (N) 20.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 4 Window Front (N) 9.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 5 Window Left (E) 20.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 6 Window Left (E) 12.5 0.520 0.650 90 90 Standard/0.76 standard/0.68 7 Window Back (S) 40.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 8 Window Back (S) 12.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 9 Window Back (S) 14.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 10 Door Back (S) 20.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 11 Window Back (S) 30.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 12 Window Right (W) 25.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 13 Window Right (W) 10.0 0.520 0.650 270 90 Standard/0.76 90 Standard/0.76 Standard/0.68 Standard/0.68 14 Window Right (W) 10.0 0.520 0.650 270 0 0 None/1 None/1 15 Skylight Horz 8.0 0.940 0.730 0 0 None/1 None/1 16 Skylight Horz 8.0 0.940 0.730 OVERHANGS AND SIDE FINS window- Overhang Left Fin Right Fin - Surface Area (sf) Wdth Hgth Dpth Hght Left Rght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 32.0 n/a 4 10 .5 / n/a n/a n/a n/an%aria' n/a 2 Door 10.0 n/a 3 12 1 n/a n/a n/a n/,,;�,,i n%a n/a 3 Window 20.0 n/a 4 12 .5 n/a n/a n/a n/`a-`/�/n/?__ 5n/a n/a 4 Window 9.0 n/a 3 12 .5 n/a n/a n/a n/a ,�n/a n/a "n 7 Window 40.0 n/a 6.67 2 .5 n/a n/a n/a n /an/a COMPUTER METHOD SUMMARY Page 3 C -2R Project Title........... The Hamar Residence ...... Date....05/26/00 12:30:43 MICROPAS5 v5.10 File -001615 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1720 SF Residence OVERHANGS AND SIDE FINS in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .62 40 R- n/a REMARKS 12 U y s. its,°" Window— Overhang Left Fin Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 8 Window 12.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 14.0 n/a 3.5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 20.0 n/a 6.67 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 30.0 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff Gas 0.800 AFUE Attic R-4.2 No No 0.737 ACSxDlit 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .62 40 R- n/a REMARKS 12 U y s. its,°" Page 1 HVAC HVAC SIZING Ra sidence Date..05/26/00 12:30:43 Project Title.......... The Hamar ******* Project Address ........ *v5.10* Chico ******* Bui ing Permit Documentation Author... Marty Runnells Calculation Services Energy p an C ec Date 1907 Mangrove Avenue, Suite E Chico, CA 95926 Fie C ec Date 530-894-8466 Climate Zone .: 11 .Inc.. Compliance Method...... MICROPAS5 x 5.10 for 1998 Standards by:Enercomp, •nc. MICROPAS5 v5.10 File -00161S Wth-CTZ11S92 Program -HVAC SIZING User#-I"IP1333 User -Energy Calculation Servic Run -1720 SF Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizig Location............ Latitude ................... W'nzer Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction...... Description 1720 sf 15581 cf Front Facing 0 deg (N) CHICO EXP STA 39.7 degrees 27 F 3238 70 F 2100 102 F 78 F 37 F Yes Yes Yes. 0.20 HEATING AND COOLING LOAD SUMMARY ,a Scia . . Opaque Conduc L ioll a...- Glazing Conduction ............... Gia.zing Solar............ Infiltration .................... Internal Gain ................... Ducts........................... Sensible Load .................... Latent Load ...................... Minimum Total Load Heating Cooling (Btuh) (Btuh) 10864 5482 6651 _i/-L/- 7i.2n/a n/a 8192 9853 3238 n/a 2100 2737 2272 30105 24996 n/a 4999 30105 29996 Note: The loads shown are Cherlyrelevantthe designcriteria factorsesuchg ase airecflow of HVAC equipment.coil emeratures requirements, outside i rsouto�zingesafetytmargin, etc., must also be availability of equipmentove considered. It is the HVAC designer's responsibility to consider al factors when selecting the HVAC equipment. Structural Calculations Far-: LOAD' SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P = Ce Cq Qs I WALLS P = .62'* 1.3 * 14.5 * 1.0 = .0117 ksf @ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 11.- P :P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. . P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 ..,P =-.62 * 1.0.* 14.5 * I..0 =.009 ksf.@ 15 ft. 20 _ ................. P -..:�� *..1..Q.*. 14.5. *1.0 = .01.O..ksf,: cam- -.. .......,-...._ P=.72*1.0*14.5*1.0=.011 ksf. @25 A. P =.76 *..1.0 * 14.5 * 1.0 =.01 1 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62 * 1.1 * 14.5 * 1.0=.010 ksf @_15 ft. , P = .67 * 1. 1 * 14.5 * 1.0 = .0 11 kst@20 ft. P=.72* 1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P=.76 * 1.1 * 14.5 * 1.0=.012 kst @ 3011. Seismic Anal Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R ... 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @plas(er and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load. + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; - 10 psf @ exterior walls with 1 -coat stucco or siding 22-141 50 SHEETS amann 22-142 100 SHEETS . 22-144 200 SHEETS WP . �-_.-},..•..�cc= _ �.. 11 j »• r--�...�..�'--z ._ ... � - . ._. _ _'1 =.` _� --.a.�-:...iv,�._:..:: .,T,r.:...' •.=..s.�.77- 7 ....�� ra........=.c. , � • . ':� _ _.1--t'_3w_.:.__.1_...,_ r � _ _ ' -- }-- - - - "--fi _ _'� ., � .:-•w�. �r •__�•�^�_ •- - - '- ' --�-'�^-_^'-' .xG' is 74 ~• 1 N a V w h i - j •. � � O � i o w �' � w � Z NO Ll c s d N v'_ �., til • -f' �.-4--+ _... _•O- _ _ _ i _ . -....,.V ..-. ; . _ '„�,�� Y ;w; �" t_" � _ _ __: � '_: _ •s.,y, 7t'Y• i `, -__ _ - _ � 'w—-t'`T"i .. ' Sr' . �. 22-141 50 SHEETS amvan 22-142 100 SHEETS 22-144 is 200 SHEETS N a V w h i - j •. � � O � i o w �' � w � Z NO Ll c s d N v'_ �., til • -f' �.-4--+ _... _•O- _ _ _ i _ . -....,.V ..-. ; . _ '„�,�� Y ;w; �" t_" � _ _ __: � '_: _ •s.,y, 7t'Y• i `, -__ _ - _ � 'w—-t'`T"i .. ' Sr' . �. NI IA L4 tn 1/=1 0 N 000 YI O O �r as aaa N C N Je 4e 1 1 Ay � 4 W W W W W W N VI V1 000 Inco vaa C�/N1C4 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS . j O h I N S' C'N L FNA x C� vtj Tin- :.- .'a - `-f -- r--= - ---•-.i F - _ _. r -. _ _ `. _ - � - " , � r - ' _ - � 7 • SM, �'• 'a -- moi, "k* �'. � t- "`; •- � • '�� � ..-fir ; _' ., _ __ _ ._ ... _- -� -� _. - R - _. 'N 'V.. -03 Ix F vt to - ;�? � t e , - .. � • i - _ S _ _ - --- '• �•:; � r �'^� - i' - - - �`'` 1 - ,::� j —1C =Vic._.. -. 22-14150 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS -03 Ix F vt to - ;�? � t e , - .. � • i - _ S _ _ - --- '• �•:; � r �'^� - i' - - - �`'` 1 - ,::� j —1C =Vic._.. -. GREGORY A. PEITZ ARCHITECT 1,907 MANGROVE; SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A! Peitz Architect KA LAND DEVELOPMENT f , v' BUILDING / ENVIRO M NTAL HEALTH - PERMIT CLEARANCE Building PermiiNo. OWNENAME .R V�.% �t«//l'L�. �/! L�IfI"�'I�l NUMBER: PRINT LAST NAME FIRST ADDRESS /LOCATION: COUNTY ZONING DESIGNATION: FLOOD ZONE: X FLOOD MAP: z ?T- 7 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: ' e YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: W /"S `T(i ' S 7' 2v Ci�/t7ev P/Zio/2 7- 69f70 MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEMS) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building .setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 1 1. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Plug Dh sien. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. 7 X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County' Code. _ 19. Wood stoves and fireplace inserts shall be'EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1.988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. AIO 1N34Ud013A30 4NV1 311f1810 AiNf100 8661 Z O N n r a3A1333b LD 5197 C;Ww hFORMB.KWLDO ERM.CL4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PN: l _O ONE: BUILDING PMT. # OWNER:, PHONE: MAIL ADDRESS: �JU6 K e�Liy S �Gr SITE ADDRESS: / 9 a- 6 � c�.-t �y /Zu .•. 'e'l_ PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: ?�- - 3. Will items produced in this building be offered for sale? Yes: No: I--- 4. Will the public have access to this building? Yes: No: J 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: L___ 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: t/ 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: ✓ 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: t/ 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify e:asting access to a county maintained road? Yes: No: 1/ 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 1/ 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closetttoilet? Yes: No: a✓ 17. Will this building have a sink? Yes: No: +/ 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? 20. What type of wall covering will the building have? _/VUyL ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. "5500P "A" W—ME. M—, —M�Mvlv' • DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: OWNER'S SIGNATURE DATE DATE: E.H. USE ONLY Plot Ran Attached _Floor Ran Attached • ionto B.D. I I - 7- I J13 'i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 192.E l ea fl _,L, - oil- I IC) -(-)Z0 Owner Location APf# Plan Approved for: Sewage Disposal Clearance for IL dwelling. Other Water Supply: Public Private Well Hold 'nal for: wet final clearance O.K. for: NOTE: l�ec� I R��fS 11-2-99 Environmental Health Specialist Date 8/96 T f I APPROVFOr °-s", Butte County Vironmental Health 1l - 2-- 12_ Date Signature B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00=0484 Expiration Date: 3-27-01 A.P.# 011-110-020 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: kX] Permit work started, but not completed. Permit may be renewed for '/z the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHTCO office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751