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079-090-017
r J FRIEDA HART MARTIN �• ! - .415 Melrose Drive,lot 17, Oroville f Permit#1717-8*P E,M(new IAl %roily) !J f Permit��<�y` ,P,E,M(new single family) E ! o I ,I9I►� (",5-0264t PINA, FRANCISCO ` 95 MELROSEDR; OROVILLI CONT:OWNER' .' E RE ROOF 25,SQUARES is v , I - 4 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 'IBUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7838 (OROVILLE) (530) 891-2834 (CHICO) OFFICE It: (530) 538-7541 FAM (530)538-2140 WEBSITE www.buttecounty.netldds r 4 i LICENSED CONTRACTORS DECLARATION I hereby affirm under penally 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: License Number. Dater Contractor. OWNER -BUILDER DECLARATION ' I hereby affirm under penalty of perjury that. I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any clly or county which requires a permit to construct, alter, Improve, demolish; or repair any structure: prior to Its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9, commencing wl(h Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Lew does not apply to an owner of properly who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for , sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the properly, am exclusively contracting with:. licensed contractors to construct the project (Sec. 7044, Buslnessp, and Professlons Code. The Contractors' State License Law doe's not apply to an owner of property who builds or Improves thereon, - and who contracts lor.'such projects with a conlraclor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code , Date: os- Owner, WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations:, 1 ❑ 1 have and will maintain a certificate of consent to self -Insure for,, i workers' compensation, as provided for by Section 3700 of the- Labor he-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 the Labor Code, for the, performance of,. the work for which this permit Is Issued. My workers' compensation Insurance carrier and policy number are: . . 1.; Carrier. Policy #: I certify that In the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree (hal if I should become subject to the ,workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dale:. = Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 37013 of the Labor code; interest, and attorney's fees. PERMIT NO. P050264' • Issued Date: 02/03/2005 APN: 036-760-017-000 Site Address: 95 MELROSE DR ORO Map. Index: Description: re roof 25 squares Owner: PINA FRANCISCO F & RAQUELANA M 95 MELROSE DR OROVILLE, CA 95966 Applicant: PINA FRANCISCO F & RAQUELANA M 95 MELROSE DR OROVILLE, CA 95966 ,i Contractor: ^M N 11 , L. ii • :License # Architect: Engineer: otal Square Ft: 0 S. F. Valuation: $0.00 Census Code: - - -�-o S, CONSTRUCTION LENDING AGENCY This permil)g hereby I5gug6 under tfe plicable rovislons of the Bi le Cnunly Codn enrUor I hereby affirm that there Is a construction lending agency for the Resolullo �� to d�ow k In lcale above f r whic faea have been paid. !� performance of the woric for which this permit Is Issued (Sec 3097 Clv.) /—� Name: BY Dale: C. Address: s PERM PIRES ON: ❑ I hereby certify that the use of this facility shall comply with Secllons 25505, 25533; and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. i ❑ Notification In accordance with Section 19827.5 of Call fornla'lieatlh &''Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A.,nollficatlon forms.„ :, a I hereby certify (hal I have read this application, that the above, Information Is correct, and lhal'I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and slate laws relating to building construction. I acknowledge 11:1s unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purposes. {ff�yy�tip--P Print Name: �Q fALLc� nn tA&JA ( v �`C I t,i»1'Slgnalure: t 'r Date: ��..05 `. s,�,t- •I. t ' Owner 0 Contractor _ +, ❑ Agent for Owner 13 Agent for Contractor M*2-: .�. F. �• ;CIO U^S14ur`�v::'i w.y^Q�Y�SYMMa: SL'L`Ik:CFun�,•Lt''+Ta�'?WF'bRCYir�C...:.�24'�L.... 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 ma' r labor and material for construction of this proposed property improvement: YES NO [ ]. 2. I HAVEHAVE NOT [ ] signed an application for a building. permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: a2 l 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION t BUILDING' GIS ` PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile 67510-11 101 ,..'tea -�t�"`rs•"�e�'s�.iR-'xT� .f x ••e ti--�,,.•.�;.....:< Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o if you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Z Kv_� Micyael C. Vieirl C.B.O. M ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO_UIRED AT TIME OF APPLICA TION Website: www.buttecounty.neUdds **PLEASE PRINT CLEARLY"* APPLICANT NAME OWNER Name Last Namei Address t Name rareC. Address ryl e- I rn,e s e [7 ►— City 6),_0U r I_ Phone State Fax Zip �s 6 Phone Saco Lic. # Fax `30 -S3 —7qf S E-mail �;A CA C!F) C-kq c crop,.+ APPLICANT NAME CONTRACTOR Name City © Stat Address Phone 3D S Fax 5_3 3 - D(O o City Occ. State Zip Phone Page Fax E mail Date Approved: Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City © Stat Address Phone 3D S Fax 5_3 3 - D(O o City Occ. State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name 2 Address City © Stat Zip s Phone 3D S Fax 5_3 3 - D(O o E-mail APPLICANT SIGNATURE X d'c_� For office use only: Zoning Flood Zone City / op SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. sPo5-oZ6 BIN N LOCATION AP# ria O/ 7 Property,Address S e. f2�S City / op Cross Street L WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: re. Sq._ Footage - ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 7-27-04 Received by: Amount: Bldg SRA Receipt #:(01 l/ Sheriff `rL� SMIP Dater �. I Other (1:2�� Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) .Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) - ❑ 1. Agricultural Buffer clearance and site.plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees::- .....:. - -- . ❑ 3...Californi.a..DeParlment of. Forestry plan approval (if required). _ _.-...,t�.. ❑ 4. NPDES Form. ... ... ...... ❑ 5. Encroaclihient-Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). . ❑ 6. Contractor's -license. information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number: ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 • ! —tet , i ' � • s�;y;- �f - PERMIT NO. ,x225=85'3 P E Ms ,r. S"/ ' PERMIT EXPIRES 5 } OWNER FRIEDA HART MARTIN .' CONTR. owner - ( C y. ASSESSOR PARCEL 36-76-17.' LOCATION 85 Melrose Drive, lot 17, OroAlle ate. I r T s Temp. Power P ;Andress' `.•�rm�-„.j�f.Ey`>Aas * r2sYp "� Called PG1, st- ,_�4_ t. Temp.•,Elec. SeM �BY¢r . �tEL'ECTRIC4� �`'�., '�” 4 �� i+�'�i• � �.�""`�� •••r Meter Called PG ter; Y �"Y ;Da14 te _ Y Temp. Gas Service i Called PG&E s' JOB FINALED (Date) Signature r: 0 = Not OIC I _ - = Not Applicable MOBILEHOMES MISCELLANEOUS = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1: Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete,' 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L "ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date t' Card -BI Date Date Card -Bl Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1• Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; -MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit . 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -,BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date t J = OK 0 {Jot OK . — Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UND LOOK Plans OK except #'s Date FRAMINe-tContinued) 1 0 g requirements—Setbacks—E ments 44. �y Line Firewall & Openings Main; Soil —Steel—Ele rnd.— / Ftg. Depth 4 Ext. Doors—One 3'—Check Garage -3rd story, 2 exits Ftg., Gara , Soils—Steel— / /" Ftg. Depth to i — eadroom—R i se—Run— Land i ng—F ire Protection Ftg., Po ches & Decks; Soils—Steel— / (7i/" Depth 51. 14flywood on Roof Overhang—Atti Vents—Rafter Outriggers temwalls, Main; Steel—Blockouts—Wrapped— i i ailing—Veneer Stemwalls, Garage; Steel —Blockouts—Wrapped to o Mesh—Drip—Fch n ss`— ccess Piers—Fireplace Ftg.—Steel lazing Area—Glass Protection—Skylights—Plastic D.W.V.: Fall—Fittings—Test way C/O— ewer Test 55. Shear Walls; fling— olts 9. Gas Pipe; Size—Anchors - 10. Water Pipe; Test—Anchors—Regulator—Seryice Test 11. Electric; Underground 12.lenums & Ducts; Clearance—Material—Support—Ins. Girders—Sills—Anchor Bolts—Joists—Vents—Cripples Card -BI ate rd -BI Date ard- ateC -BI Date BI A1Y D e Card BI Date Card -BI Date Card -BI Date Date FIN Plans) OK except N's Card -BI ate Z. Card -BI Date Date PLUMBING (Permit) OK except N's t.; Vent—Access—Combustion Air Steps—Door & Sidelight Protection—Landings 54, Smoke etector FAA gee; Vents—Clearance—Comb. Air—Connector- arage; Above Floor—Ducts—Mech. Protection 15:,W Pipe; Test &Anchors—Nail Protection 1 D.W.V.; Test—Fttngs & Anchors—Nail Protection 5 Bedroom Exiting 1%. Shower Pan; Test, First Floor—Tub Access 60. 7& Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor—Tub Access Elec. Trim & Subpanel; Breaker Sizes—Labels 19. s Pipe; Size & Anchors J62r-fitzrirs-&'Rails or Stove; Clearances -Hearth 6J. ec. Outlets at Wood Panel; Int. & Ext. Card -BI DateCard-BI Date 6 rt. Fixt. & Appliance; Grnd.—Air Gap—Cooking Clearance Card -BI Date Card -BI Date ZZ Iec.Outlets & Receptacles at Kit. Counter arage Fire Door; Swing—Landing—Closer .C. Duct in Garage—Damper Date ELECTRICA Permit OK except N's 20. Transformer Clearance—Ins. Protection . Htr.; Vents—Clearance—Comb. Air—Connector—P.R.V.— G In arage; Above Floor—Mech. Protection e eptacles Spacing—Lights &Switches at Doors 7111,4<b, Elec. & Mech. Equip. Listed for Location ize & No. of Conductors—Stapled 7 . Receptacles in Garage; (G.F.I.)—Romex Protec. Installed Close to Edge of Studs & C.J. Equi made up w./Mech. Fasteners—Bond Gas & Water 7 , suletion—Foam—Looked in Attic E] Yes uard Rails &Deck Construction—Post Caps ppliance Circuits in Kitchen & Co > awl Hole Door—Drainage &Wood -Earth Clearance Look. -under Floor ❑ Yes a. Cu or AI _ .C. Wire SizeS6eg4. C r At 27. Range Circ. / u r AI—Oven C , . t Insulated Neu al ❑ s ❑No 7 ollowing instld.: ' e es ❑ No; Walks es ❑ No; PI ers es tucco;Biwn—Finish A.C. Unit; Disconnect—Clrnces—Brkr. & Cond. Size -115V Outlet �r a—Riser Conductors & Ground—Main Disconnect quip. Clearances; Panels—Motors—Mech. Equip. 30 Clothes Closet Light—Shower Light 74,,olreints Above Roof; Plbg.—Appliance—Firepl.—Clearance to Opngs. a;9.-Weler-We"—Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle—Underground I ate _16 Card -BI Date 89 illation throughout House Card B -I a Card -BI Date . qoes Protection Date " MECHA (Per OK except N's . Corrections from Previous Inspections 8 -Test—Meters Tagged; Gas—Electric c s; Insulation & Support 6L—"Water & Sewer Connected—C/O to Grade—HD Approval 3 ent Fan; Exhaust above Insulation C86.1 -Energy Compliance Certificate—Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace—Vent; Access -Comb. Air—Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date U g ard-BI Date C -BI Date 1 Card -BI Date Card -BI. Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMIN tans OK except N's 36 , Proper Material & Anchors 3 s; Studs—Nailing, Spacing & Bracing—Plates—Sound 3 ring Walls over Girders & Floor Nailing 3 Dr Stop in Walls (rat proof) 4•: tops; Furred Ceilings—Stairs—Chases—Tub 4i- Heoer & Beam—Size & Bearing 4 angers—Post Caps—Anchors—Connectors 43. Cing. Joist—Rftr. Ties—Purlin—Roof Bra .— us Shthng.—Rfng. ro Type A Flue—Fireplace at 4 A ' Access; Size & Romex Protection—Draft Stop—Ins. Baffles 40?- BET:::VOindows or Exiting Doors—Sill Hgt. & Dimensions 47—'?—Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) COUNTY OF BUTTE rL�:c DEPARTMENT OF PUBLIC WORKS . 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 53413541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNFER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. keno /-y.(::) . ���•/ T fit �i� les / 1�nN�e *C � . i Inspector Date 1V J5-- _.. mom • COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above a Jd:!! s ands 1'd be corrected. Please notify this office when correction of worla is co eted. If you have any question pertaining to this matter, or need additio'na xplanation, please contact this office immediately. At&I L.c� ALL- S COUNTY OF BUTTE DEPARTMENT OF -PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE �._ PGPKAIT A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter,Ar need additional explanation, please contact this office immediately. t/ r I G Owner: hermit No. ._ . _ r �76— Lot 1' ENERGY C E R T IF ICAT ION Melrose, Oroville TION ROOF' Mn ter.l.nl N/A T I I Iclulens (].IIcIIe8) CA DESCRIPTION OF INSULATION EXTERIOR WALL Material. Fiberglas Batts Thickness (inches)__(�11 CEILING Batt or Blanket Type Tll icknes s ( inches ) Loose Fill Type Insu Safe Minimum Thicknes5(Inches) 11t1 Area covered(ft. ) 1600 - FLOOR, ELEVATED Material N/A Thickness(inches) FLOOR, SLAB Material N/A Thickness(inches) Width(inches) FOUNDATION WALL Material N/A Tiiickness(inches) A. P. No. Brand Name Tllctmnl Resistance (R Value) Brnnd Name CertainTeed Thermal Resistance(R Value) R-19 Brand Name Thermal Resistance(R Value) Brand Name CertainTeed Number of Bags 24 Wt. per bag 25_lb. Thermal Resistance(R Value) R -30 -- Brand Name Thennal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building In c nf( ance with the State of-C-nTi.fornia Energy Requirements. H ins Insulation C°.;'�Inc. — _ #378407 SIGNA'. ZE OP INSTALLATION APPL1CNtOR STK1'E CON'TRACTOR'S LICENSE NO. 5/28/85 DA'L'E r.` I hereby certify the above insulation aild all required items as -shown on the Building Department approved plans- and attacllrmerlts have been installed as required by the State' of Ca.l.ifornia Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State. of California. FIRM NAME/OWNER (Ple se print) STATE CONTRACTOR'S.LICENSD NO. Ae�e— ,--Alems _ SIGNATURE OF (IENERAL CONTRACTOR OWNER —T 'DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE - DEPARTVENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION ANO PERMIT PERMIT NO_ ASSES ,AR ELMBER r- Z NI BUILDING PERMIT OWNE -aTELEPH e. r I NE SQ. FT. OCC. BUILDING VAL TION kv)ADW (9_ OWNER'S MA LING ADDRESS CONT CTOR' NAM t TELEPHONE � V CON C OR'S AILING ADDRESS Fireplace CONSTRUCTION ll UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ SQ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee f ,$ Penalty$ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS •,e PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 lJ Water piping 5.00 LOT NO.SUBDIVISION NAME �f 0,9,/li PARCEL MAP oS_11% Each qas water heater or vent 5.00 �1 Gas piping system 1 -5 outlets 5.00 -�—� USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00 e TYPE OF WORK NewPT--"Addition ❑ Remodel[—] Utilities[—] installation[] Other El Describe work: — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 1 Main service EA. ADD'L 100 AMP 2.50 NEW CONST.DWELLIN & DN 2/z sqtt I CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. _� �9 Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CDOSR NT(A U TBI OUT ET 0ea NON -RE SID, BRANCH CIRCUITS2.50 ea NEW NON-RESD. (POWER D. POWER APPARATUS , & SINGLE OUTLET CIR Ex. Occup(o OR FIXTURES AL® BAL030 IXEDTS Ex. Occup. OUTLETS P(RESID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating n Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai t said C unt in co equen a of the granting of this permit. Date � �Sr 5i nature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERIVIR F E $ OCC . GROUP U v —3 ? TYPE 01- CONST. PARC PD HD 155u This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO F PUBLIC By PE EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 0? Receipt No. Ap DR to WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDEN ROD-APPL I CANT Telephone 533-2000 North Burbank Public Utility District 1960 Elgin Street 81-83 OROVILLE, CALIFORNIA 95965 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works - Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval 'by Butte County of a Building or an Occupancy Permit,a copy of this verification form, signed off by North Burbank Public Utility. District, must be submitted to Butte County. Applicant Address: 91 Canyon Drive, Oroville, CA 95965 Applicant Phone No.: 5R9-R7_�A Property Location(s). 85 Melrose Drive Conley Acres Sub_ TT, Pha..a T T,nt 17 A. P. No. (s): 36-76-17 Fees Paid- $250.00 N _ B _ P'_ iI _ n _ Con n pct i on Fep and $-C)00 00 SC -OR Facility Ch Application for service approved:. May 27, 1983. e unpaid as of 5/27/83. North Burbank Public Utility District Inspection(s) made and successful test(s) observed: Location: Date: Sm North Burbank Public Utility District release to close permit: Date: By: ZONE 11 OWNER 15.& JVAXf7W POINTS PERMIT N0, ? Z s'-- ASSIGNED ACTUAL- 1. SLAB - INSULATION NONE -5 2. P.AISED FLOOR - R-19 3. CEILING - R-30 X_,?6 0 4. WALL - R-19 le -1 O LE 5. NORTH GLAZING - 2.4-.3.6% QIV -:t4_ 6. EAST GLAZING - 2.5-3.6% 7. SOUTH GLAZING - 1.6-3.6% S. WEST GLAZING - 2.9-3.6% 9. SKYLIGHT - 0-1.3% 10. SHADING (Exclude Overhang) EAST - -94.67-.82 Q SOUTH - /16-.19,-.42 Q WEST - 3'r.13-.36 .SKYLIGHT - .37-.57 11. HORIZONTAL SOUTH OVERHANG 2' 12. MOVABLE INSULATION - NONE C.0 13. .INFILTRATION (Standard=0)(Tight=+12)� 14. THERMAL MASS SF 15. GAS FURNACE (SE) 71-76% 16•. HEAT PUIIP (EER) 7.5-7.9%_ +3 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% 13. ACTIVE SOLAR 60% MIN (NONE) 19. ZONALLY CONTROLLED ELECTRIC 20. SOLAR WITH GAS BACKUP (HW) �_ 0 21. OTHER - NO ELECTRIC (HW) ITEMS SHOWN - ZERO POINTS t _ ` Table 3-1. Slab Floor Points I Insula- I R -Value of Insulation I I tiun I i I.Depth, I inches 1 0-2 1 3-4 1 5-4 1. 7+ 1 1 0-it1-5 1-5 1-5 1-5 I 12 - 15 1 -5 1 -3 I -2 1 -1 116 - 19 I -5 1 -2 I -1 1 0 I 20 + I -5 1.-1 1 0 1 +1 7/7/83 A -Value of I Insulation I Points below 3 I -12 3-4 I -8 3-7 I -6 8 - 12 I -4 13 - 18 I +2 •19+ I 0 Table 3-3a. Ceiling Insulation Points I. A=Value of Insulation I. Points .• - t 19 I -4 22 I -2 30 I 0 38 I +2 49 I +4 ble 3-4a. Wall Insulation Pointe R -Value of Insulation I Pointe 31 I • -7 19 I 0 24 i +2 30 I +3 1 I Glazing Type I I Total I I I I of I ST. Dbl, Trpl, I Floor l V- l u- l U- I Axes 1 0.66 10.42- 10.41 I I 11.10 10.65 1 down I +4 +4 ♦4 I 0.1- 1.2 I +4 ! +4 I +4 I.3- z.3 I +1 I `7- I +2 I 1 2.4- 3.6 I -2 I 0 1 +1 I 1 3.7- 4.8 1 -4 I -2 I -1 i 1 4.9- 6.1 I -7 I -4 i -3 I I 6.2- 7.3 I -9 I -6 1 -5 I 1 7.4- 8.2 1 -12 I -8 I -7 I 1 8.3- 9.7 1 -14 ( -10 I -8 I I 9.8-10.8 1 -17 I -12 I -10 I 110.9-12.0 1 -19 1 -14 I -12 1 112.1-13.2 1 -22 I -16 I -13 1 13.3-14.5 1 -24 I -18 I -15 I 14.6-15.3 i -27 i -20 i -17 I Table 3-6. Total I of Floor Area up to 1.3 1.4- 2.4 2.5- 3.6 ]_7_4.6 4.7- 5.5 3.7- 6.7 6.8- 7.7 7.8- 8.7 8.8- 9.7 9.8-11.2 11.3-12.7 12.8-14.0 14.1-15.3 Glazing Type I .b.. (U - 1.10) points 44 +3 +1 . -2 -5 -8 -10 -13 -15 -1.7 -21 -25 -28 -32 (v I (u - I 0.65).1 0.41)1 +4 I +4 I +2 I +2 i 6 1 -5 I -lo -12 I -to- .-15 10 .-15 I -13 ; -18 I -IS I -21 I -18 I -24 I -20 11 Table 3-7. South -Facing Glazing Pte • I Glazing.Type I I • Total I 1 I I of I Sngl, Dbl, I Trpl, I Floor I (U - I (u • I (U - I I Area 11.10) 1 0.65) 1 0.41)1 Ipoints Iooincs loointsl 1 0 1 I up to 1.5 1 +3 +2 1 +3 1 +2 1 +3 1 1 +2 1 I 1,6T 3.6 1 'fi= -1 1 l 0 l I s.2 I -4 �0,-_ I -2 I -2 I I 5.3- 6.5 I -6 I -4 I -3 I I 6.6- 7.7 ( -9 I -6 1 -5 1 1 7.8- 8.9 I -I1 1 -8 I -7 I I 9.0-10.0 1 -13 I -10 .I -9 I 110.1-11.5 1 -17 I -13 I -I1 I 111.6-13.0 1 -21 I -16 I -14 I 113.1-14.5 1 -25 ( -19 1 -16 1 114.6-16.0 1 -28 I -22 1 -19 1 Table 3-8. West -Facing Glaring Pts. ( I Glazing Type i I Total I I I I of I Sngl. I Dbl, I Trp1, I Floor I (U - I (U - I (U - I I Area 1 1.10) 10.65) 1 0.41)1 I I oints I olnts I ointsl o +6 +6 +6 1 up to 1.3 I +5 I +6 I +6 I 1 1.4- 2.2 I +3 I +4 I +5 I 1 2.3- 2.8 I 0 1 +2 I +3 I I 2.9--j-6 1 -3 I JL I +1 I I .7- 4.2 I -5 I -2 i 0 1 I 4.3- 5.0 1 -8 I -4 1 -2 1 1 5.1- 5.6 1 -10 i -6 I -4 I 5.7- 6.2 I -13 I -8 i -6 I I 6.3- 6.9 1 -15 I -10 I -7 1 I 7.0- 7.6 I -18 I -12 I -9 I I 7.7- 8.2 I -20 I -14 I -11 I 1 8.3- 8.8 i -22 ( -16 I -13 I I 8.9- 9.5 1 -25 I -18 I -15 1 I 9.6-10.1 1 -27 ( -20 I -16 I 1 10.2-11.0 1 -29 1 -23 1 -17 I 1 11.1-11.8 I -35 1 -26 I -21 I 1 11.9-12.7 I -38 1 -29 I -24' I 1 12.8-13.5 I -42 I -32. I -27 1 113.6-14.3 1 -46 I -35 I -29 I 1 14.4-15.2 1 -50 I -33 I -32 I Table 3-10. Shading Coefficient Ports I SC by _I I Orien- I I Floor Area talion I 17.6 - 23.5 I East I I 3.2 I ( +8 0-3.1 i to3 6.4 up 6. i I I I I 1 0 -.19 I 0 i +1 I +2 .20-.36 I 0 1 0 I -1 I .6.3 I 0 1 00 I -1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 16.4 1 8:0 1 9.6 I I to I to I to 1 to I up 13.1 16.3 17.9 1 9.5 I I 0 -.18 1 0 1 +1 I +2 I +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 0 1 -1 I -2 1 a2 -3 � V ,l 0 1 -2 I -4 I -4 I -6 West I -1 1 1.6 1 3.2 1 6.4 19.0 I to 1 to I to i to I up 11.5 13.1 16.3 i 7.9 I I I I I I 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 1 0 1 0 1 0 I 0 1 0 .37-.57 I 0 1 -1 I -3 I -6 I -7 58-.82 1 -1 1 -3 I -6 1 -12 1 -15 .83 up -1 -2 I -4 I`8 I -t 6 I 10 I I I 1 i Skylight I .1 I .8 11.6 1 3.2 1 4.0 I to I to I to I to I to I1.7 1_5 I 3.1 13.9 I 5.2 0-.12 1 0 1 +1 1 +3 1 +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 1 -3 I -6 I - .58-.82 I -1 i -3 1 -6 1 -12 1 -a .83 up I -2 I -4 I -8 I -16 1 -20 I I I I I 1 I I I I Table 3-11. Horizontal South Overhane Points Table 3-9. Skylight Points I South Glazing I Length Out I Area, I of Floor I 1 I Glazing Type I I from Wall I I I Total I 1 I ft r' I I of T Sngl. Db!, Trpl. 1 1 0-6.3 1 614 up I I Floor l U- l u- 1 0- I I I I ' I I Area 10.66- 10.42- 10.41 i 1 0- 0.5 1 -2 -4 I 11.10 10.65 I down 1 1 0.6 - 1.0 1 -2 1 -3 I 11.1 - 1.9 I -1 1 -2 I I up to 1.3 1 -1 i 0 1 0 1 1 2.0 up I 0 I 0 I i 1.4- 2.2 I -3 I -2 i -1 1 1 I 2.3- 2.8 I -6 I -4 I -3 1 Table 3-12. Movable Insulation I 2.9- 3.6 I -9 I -6 1 -5 1 Points I 3.7- 4.2 I -11 I -8 I -6 I I 4.3- 5.0 I -14 i -10 I -8 1 1 Moveable Insulatlon'I 1 5.1- 5.6 1 -16 1 -12 1 -10 1 ( Area. I of Floor I Points I 1 5.7- 6.2 1 -19 1 6.3- 6.9 1 -21 1 7.0- 7.6 1 -24 1 7.7- 8.2 1 -26 1 8.3- 8.8 1 -28 1 8.9- 9.5 1 -31 1 9.6-10.1 1 -33 -14 -16 -18 -20 -22 -24 -- 26 - -12 I -13 I -15 I -17 I -19 I -21 I -22 I 1 0 - 5.5 I 0 I 5.6 - 11.5 I +2 I 11.6 - 17.5 I +4 I 17.6 - 23.5 I +6 I >23.6+ ( +8 r Table 3-13. Iteflltt3t102 Control Features Points 1 Coctrol Features I Points I I I I I Standard I 0 I 1 I I 1 1.9 air changes per hr i I I I I T- Tight ; +12 1 0.6 air changes per hr I' I i 1 I Table 3-15. Cas Furnace Without RefrlReratlon Cool!re Points I Seasonal Efficiency I Points I I (SE), L 1 I I 71 -76 I 0 1 I 77 - ez I +2 I I 83 - 88 ( +4 } I 89 - 94 I +6 1 1 95 up I I I +8 I i I 8.4 - 8.7 Table 3-16. Heat Pumo Points I Energy Effic!ency I Ports I I Ratio (EEA) } I I 7.5 - 7.9 I +3 I I S.0 - 8.3 I +6 I I 8.4 - 8.7 1 +9 I 1 8.8 - 9.1 I +12 i I 9.2 - 9.6 I +13 I I 9.7 - 10.2 I +18 I I 10.3 - 10.8 I +21 i I 10.9 - 11.5 t +24 I i 11.6 - 12.3 1 +27 1 I 12.4 - I 13.2 I +30 I i I Table 3-17. Cas Furnace With Refrieeration Cooling Polnts IRefrigeracloal Gas Furnace I I Cooling 1 SE % I I 1 761 821 881 941 UP I 1 8.0 - 8.3 1 01 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +91+10 1 1 8.8 - 9.2 1 +41 +61 +81+101+12 1 1 9.3 - 9.7 1 +61 +81+101+121+14 1 I 9.8 - 10.3 1 +31+191+121+141+16 1 110.4 - 10.9 1+101+121+141+161+18 1 11.6 I+121+141+161+181+20 1 I I ! I I I 7/7/83 TABLE 3-14 (AOApTEO) !IASS AREA 1,000 SQ. FT. I A 8 C ZONE 11 IRTER•IOR THERMAL MASS POINTS 1.500 2,000 _ 2,500 I 3.000 I 3,500 4.000 I 4,S00 S,000 I B C D A 8 C D A 6 C 0 A 6 C 0) A B C 0 A B C 0 1 A 6 C-0 1 -8 C L 50 2 2 2 2 2 2 2. 0 1 2 2 2 0 1 0 0 0 0 0 0 0 0 0. 0 0 0. 0 0 0 0 0 0 0 O j 0. 0' 0 0 100. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 : 2 O 0 2 2 0 0+. o' e 0 0 �. ISO 6 6 6 4 4 4 4 2 2 •2 Z 2 2 2 2 2 2 7 2 2 2 2 2 ! 2 2 2 0 Z ? 2 0 Z 2 2 0 j 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2. 2 2 2 .2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2' T 7 0}+ 250 10 10 8 6 6 6 6 4 6 6 4' 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 : 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 7 Z 2 2 2 2 2 2 2 7 2. 2 2 Z 350 i4 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 4 4 2 2 3 4 2 2 Soo 18 iS 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 4 2 4 4 4 2 4 4 4 i 1 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 6 6. 4 2( 6 6 4 2 1 700 24 24 20 14 18 16 1% 10 tt le 12 8 10 10 10 6 10 10 8 6 8 8 6 4 8 6. 6 4 6 6 5 230 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 R 8 4 I ? 6 6 4 8 6 6 4� 6 6 6 4 900 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 0 6'I 0 8 'e 4 8 8 6 4� B 8 6 } [ ; 1,000 30 jO 25 18 ?? 20 20 14 18 18 16 10 14 14 12 8 12 12 10 6 12 10 10 6 10 10 B 6 8 8 0 4) ^ 8 E 4 i OU .1? 32 28 20 24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 10 10 6 10 10 8 F IJ e B 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 1,10 2 12 10 6 10 10 8 6t In in 8 6 1,300 34 34 32 22 28 26 24 16 22 22 20 12 18 18 lE 10 15 14 14 8 14 12 12 8 12 12 10 6 12 10 10 6� 10 10 t n 1,400 34 '34 32 24 28 28 26 18 24 24 20 1: 20 20 l8 12 18 16 14 10 14 14 12 8 14 14 12 8 12 1? :0 6; 10 TO 19 S 1.500 136 34 34 24 30 30 26 18 24 24 22 14 22 20 18 12 18 18 16 10 16 16 14 8 14 11 12 N 17 1: 10 1,1 ;2 12 1;. d I 2,000 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 120 20 18 12 18 18 16 10 16 16 i4 &1 14 14 12 B I 2,507 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22. 14 22 22 18 :2 20 20 18 1: 19 is It :0 3,000 34 32 30 22 30 30 26 18 28 26 24 16 124 24 22 14 22 27 20 111 is :3 1'; - li 3.500 32 32 30 20 30 30 26 ld �2d 28 T4 16 26 24 2z 14 1 `4 :4 20 14 ' 32 32 30 20 30 30 26 18 ' 78 28 24 lE '7.5 2S 22 1f 4.500 32 32 28 20 130 30 26 it j i8 rn 2i .E -4.000 5,003 32 t? zi 20j 13 % :6• ld A) 1. 3y- Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4 Thick Common Brick: IIC-7.125; R-.13; Factor -7.3 8) 1. Sk• Concrete Slab: HC -14.106; d•-458; F'ac!or•7.1 WOOd StOVO C t. 8- Solid Filled Block: HC -20.63; R-1.93; Factor•6.1 #33 points (no back up) 2. 8` Solid Filled Block With Both Sides Exposed To Conditioned Air. casablanca fan + 1 point NOTE: Use alt square footage directly exposed to conditioned air for Thermal'_Mass Area: IlC•10.164; R-.965; Factor -6.1 0) 1• Thick Concrete/Tile: MC-2.SS; R-.083; Factor?3.7 Table 3-19. Zonally Controlled Electric Reststance space Heating Points I Points for this measure will^I Table 3-20. Solar Water Heatin; With Cas Backan Paints , 1 be completed after the CEC I I has approved an Alternative I I Component Package for Resistance I I Beat. I Table 3-18. Active Solar Space Heating with Cas Points I Net Solar Fraction I Points I (NSF), Z per unit, ft2• I 0-6 i 0 I I 7 - 14 I +2 I I 15 - 23 t +4 1 I 24 - 30 I +6 I 131 - 39 I +8 I 1 40-47 t: +10 I I 48-55 (: +12 I I 56 - 63 i +14 I I 64 - 71 t +18 . I' I 72 up I • +20 I +3 +7 Multifamily (per unitpoints) Floor Area Net Solar Fraction (NSF), T per unit, ft2• 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 , 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 . +3 +5 +8 +ll +14 +16 +19 1,000-1.499 0 +2 +4 +6 +8 +10 +12 +14 1.500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2,1100 and up 0' +1 +2 +4 +5 i +6 1 +7 +9 All others (pe build ng points) 800-899 0 +5 +10 +14 +19 42 4 +29 -+34- 34900-999 900-999 0 +4 +9 +13 +17 +11 +26 +30 1.0Oo-•1,199 0 +4 +7 +11 +15 +19 +22 +26 1,206-1.499 0 +3 +6 +9 +12 +13 +18 +21 1,500-1.999 0 +2 +5 +7 +9 +12 +14 +16 2.090-:,999 0 +2 +3 +S +7 +8 +10 +11 3,000 ar.d uo 0 +1 +j +4 +5 +7 +8 +10 ) Table 3-21. Other lister Heating Pts. System Type I Points Gas Only I 0 i 1 f Beat Pump I 0 I Solar with Electric i I Resistance Backup I i I Meeting the Requirs� I I cents lu Part 2 I 0 I i I I i Electric Resistance I I I Only, i -40 I RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FORM I Owner _fiC/ �/¢ �f/j,�+j' �lJ.�jr�,{/ Climate Zone �_ Permit No. 2?, Floor Area /,5-470 Compliance path: Package ❑ A . ❑ B ❑ C f1Point System []Budget M Other 606 44ow MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: ® Roof/Ceiling At! 490 ® Wall Slab Floor Perimeter ❑ Raised Floor (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. ® (B) All 'manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration.Standards and shall be certified and labeled. ® (C) All swinging doors and windows leading to unconditioned areas shall'be fully weatherstripped. Tight.- the above standard features plus: ❑ (D) Continuous infiltration barrier []. (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple Total Bldg 13/ AZ —Y a North to 6.!V . East g� South West S Jr. Q Skylights (B) Shading Shading . Coefficient Description Q. East ❑ South ❑ West ❑ Skylights 91 (C) South Overhang Length of projection _�ft. Description ❑ (D) Moveable insulation: Area ftZ Description (E) Thermal mass ,4j C,/�'Z. G [� Type - Area Ft.2 HC= R= MC= Location ❑ Type. -Area Ft.Z HC= R= MC= Location ❑ Type - - Area Ft.2 HC= R= MC= Location Q Type' - Area Ft. HC= R= MC= "Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= -R= MC= Location 7/83 n •:r- �. SRM ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight. fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING. VENTILATING; AIR CONDITIONING SYSTEM eating (A):''.Heat ❑ Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) Q Heat Pump. (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active.Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) *1- (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) [p Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) Q (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ❑ (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. ( (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to .the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 . '� ' _• FORK 1 (6) DOMESTIC WATER SYSTEM ❑ ('B) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) *2 ', Active Solar ��PtiIcre l� Z / (collector brand ,a/nj, model number) (rated y -intercept) (rated slope) solar fraction 2 n�� s14F �-J-� - � 3 . ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) �. Location of Solar Panels '000 loom ❑ Other (Describe) ® (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). ® (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING © (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Z Heating: Winter design temperature :30 °, elevation ', heating loadb BTU elevation factor . 0 x heating load = maxilnum,outlet capacity gas furnace BTU Cooling: Summer design temperature °, cooling load 24& 70OBTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 1 SIGNATURE OF BUILDING DESIGNER OR APPLICANT 3 4 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX,•& MISC. ONLY) Bldg. Permit # - OWNER ��// — 175 ,� Aj A.P. # a<,- — 7 '-/ % A. GENERAL Zoning requirements Valuation. Signature by R.C.E. (sideyards.and parking). or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. �f! Grading, fills, drainage. C. FLOOR PLAN '� Complete to scale plan with dimensions. 5) . Crdir0 llQ,es� �ijT ' Required windows for second exit (Sec. 1404). 4. Allowable glazing for energy requirements (20% max. per.State law). X� Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s;in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall,'door size, and closer (Sec. 503(d)(4)). 1 - 3'0" exterior exit door (Sec. 3303d). Fireplace location. Smoke detectors'(Sec. 1413). D STRUCTURAL DETAILS ook! Foundatiom plan complete enough to construct building. Floor construction details complete enough to construct building. .3! Elevations and wall construction details complete enough to construct building. VK� Roof construction details complete enough to construct build Fireplace construction details and calcs if over one-story in height. ( . ,ASufficient data -and details to satisfy energy insulation requirements (State law). y v! -10 J" - /A O t/ 'S'S /'lbw f- rm-r4� E. MISCELLANEOUS <ITEMS TO LOOK OUT FOR Y CCX plywood on exposed locations and overhangs. ,2-" Stairway details (Sec. 3305). t3 Guardrail details (Sec. 1716). ftr Brick or stone veneer (Chapter 30). .&-. Exterior plaster - weep screeds•(Sec. 4706 & 4708). .m- Proper roof pitch for roof covering (Chapter 32). o#'.- Rafter ties or bearing ridge beam. *01 Garage door or porch header sizes. j9': Adequate bracing. OW-. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. ,I -r Two (2) exits on three-story dwellings (Sec. 3302). r, 14, a4o-f TYPE D STEP-DOWN HIP SYSTEM W 14 U In fY Q ^ m c� f - w 0 LU CD u 1 Q ao 0 1-- v VVI-Il-IV17 uiat,r. 81 Off f fl FPRI I NG PLAN RAFTE�RZ. 3 X 8 PT 41 1 CEILING JOIST 8' - 0" COMMON MINIMUM LUMBER TABLE SO. PINE DOUG FIR REAC- MEMBER KD S/DRY TION 2-2X 642 2-2X 6#2 ' HIP RAFTER OR OR 683 2X 8#2 2X 8#2 COM RAFT 2X 4#1 2X 4#1 256 J1,J6 RAFT 2X 4#2 2X 4#2 192 J2,J5 RAFT 2X 4#2 2X 4#2 128 J3,J4 RAFT 2X 4#2 2X 412 64 CE!L JOIST 2X 4#2 2X 4#2 80 60 _ off 4[12-3 X 6 ` PT ' RAFTER I 2' - O„ CEILING JOIST 8' — Off if AND J6 ,---I No c TRUSS GIRDER OH - 1 DH - 2 DH - 3 DH - 4 COMMON 11 TYPE PIGGYBACK 1064 1265 1265 YES CDH - 1) 1467 1467 YES CDM - 3) 1000 21 _ Off 2 X 8 NO.2 8ff 12 4r_4 � SHIM AND A 3 x 6 PT PLATE AT EACH UPPER PANEL POINT PIGGYBACK DETAIL 41 -� off . . 3 X 6 PT 41 ' ` RAFTER Off - CEILING JOIST 8' - Off J2 AND J5 s 2f - Ogo 41 r12 3 X 6 -- RAFTER I , _ On CEILING JOIST 0" J3 rHn A GENERAL NOTES 1. CUt ALL MEMBERS TO BEAR. 2. CENTER ALL PLATES ON BOTH SIDES OF TRUSS JOINTS UNLESS OTHERWISE NOTED, AND PRESS SECURELY. 3. THE LUMBER GRADES AND PLATE SIZES SPECIFIED ARE THE MINIMUM PERMISSIBLE FOR THOSE SPANS SHOWN. 4. INDICATED CHORD SPLICES SHALL BE LOCATED 1/4 OF THE PANEL LENGTH (±611) MEASURED FROM A JOINT. 5. RAFTER DIMENSION SHOWN LESS 1 1/16 INCH IS TO BE USED WHEN HIP RAFTER IS 2 PLY. 6. DEAD LOAD DEFLECTION IS LESS THAN L/360. / 7. PROVIDE NAILING OR MECHANICAL CONNECTION TO CARRY EACH REACTION FROM TABLE ABOVE AT THE FACE OF THE GIRDER OR HIP RAFTER. THIS IS THE RESPONSIBILITY OF THE CONTRACTOR. HyorD-Air Eepoorot, Isc. Is respwatis for fnersal wso accwac7 pdY, tase0 m Me Easlgs crtmb No1ss m (ta erilvnq_ Carrserxor press Wratus=s am Irlltl otry tar Mra�llr tessera pUtmL kl•Orr#Ir =,®a w no. spofeslElllp for mmsatoW wcwul. anaak spp6irsac& rzbncm= potty or wfwmty. dim d Uuvu& ♦P -E Af 4/�\ r lot barrad strvcu" Qssgs. For klor"ios regareiap la --um, patty cafircl UwV /dMery. snulss as1 //iK31f 17R . • dxkM d Amies. coot me O"MY Ilmd Parr E,O NOW AM fasssaW Ktad 7rsun-0Css-77, and me P.O. s o x 7350 Bracnq d Wool Trassn MaftW- WT -76, Trtfss Puts uutlas. W_ 7111 Rggs Rust ►bsas ok MO W= L. L O u 1 e . WO. e S 17 f TYPE 0 HIP FRA19�\11 PLAN 360 SPAN 4/12 '8• SETBACK 25/'-7/ 0/10=42 PSF AT 1.15 SOUTHERN PINE AND DOUGLAS FIR r.w"of ;? barrad strvcu" Qssgs. For klor"ios regareiap la --um, patty cafircl UwV /dMery. snulss as1 //iK31f 17R . • dxkM d Amies. coot me O"MY Ilmd Parr E,O NOW AM fasssaW Ktad 7rsun-0Css-77, and me P.O. s o x 7350 Bracnq d Wool Trassn MaftW- WT -76, Trtfss Puts uutlas. W_ 7111 Rggs Rust ►bsas ok MO W= L. L O u 1 e . WO. e S 17 f TYPE 0 HIP FRA19�\11 PLAN 360 SPAN 4/12 '8• SETBACK 25/'-7/ 0/10=42 PSF AT 1.15 SOUTHERN PINE AND DOUGLAS FIR r.w"of ;? TYPE D STEP-DOWN HIP SYSTEM J03 NO t6444D 2 OF 4 HIP -GR 7-25-78 10 ( r' SLOPED LENGTH = 8FT DIN. PANEL LENGTH CHORD FORCE WEB FORCE JOINT LOAD REACT P 1= BFT 0- 0/16TH C 1= -9973 W 1= 365 J 1= 456 -3610 P 2= 6FT 7- 7116IN C 2= -12949 W 2= 3759 J 2= 1383 P 3= 6FT 9- 3/16IN C 3= -12949 W 3= -1070 J 3= 1070 0 4= 6FT 7- 7/161N C 4= -12949 W 4= 0 J 4= 1070 P 5= 8FT 0- 01161N C 5= -9973 W 5= -1070 J 5= 1383 P S= BFT 0- 01161N C 6= 9462 W 6= 3759 J 6= 456 -3610 0 7= 6FT T- 7/161N C 7= 9462 W 7= 365 J 7= 365 P 8= 6FT 9- 3/16IN C B= 12949 J 8= 334 0 9z 6FT T- 7/161N C 9= 9462 J 9= 334 P10= 8FT 0- 0116IN C10= 9462 J10= 365 TOP CHORD IS 2X6 NO 2 KD SOUTHERN PINE F=1300 T= 675 C=1200 STRESS FACTOR= 2.183 407 CHORD IS 2X6 NO 1 KD SOUTHERN PINE F=1600 T=1050 C=1450 STRESS FACTOR= 1.772 TOP CHORD IS 2X6 NO 1 S DRY/GRN DOUG FIR F=1500 T=1000 C=1250 STRESS FACTOR= 2.014 BOT CHORD 1S 216 NO 1 S OAT/GRN DOUG FIR F=1500 T=1000 C=1250 STRESS FACTOR= 1.866 .•..••........•....••.•.••....•...••..R•........•..•...•..•.••.•.•• A 2•TRUSSES MUST 9E SECURELY FASTENED TOGETHER TO ACT AS A SINGLE UNIT. ...................4..........s........••..•..........................• 2X 4 41RIMUM BEARING REQUIRED AT J 1 AND J 6 JOB NU48ER 364440 2 OF 4 POSI-TOOTH •• PLATE LOCATION •• JOINT PLATE SIZE •• x_ •• •• Y '• J 1 4 1/2 X 8 PT END HEIGHT = 3.9. 1 WITH 3 X 6 PT SECONOARY,PLATI4G J 2 3 1/2 x 10 PT J 3 2 1/2 X 3 PT 21% 2 1/2TN J 4 1 X 3 PT J 5 3 1/2 X 10 PT J•6 4 1/2 X M PT ENO HEIGHT = 3.9. 1 WITH 3 x 6 PT SECONDARY PLATING J 7 1 X 3 PT J 8 3 1/2 X 10 PT J 9 2 1/2 X 5 PT IIN 2 1/214 J10 I X 3 PT • SPLICES BASED ON'16 FOOT MAXIMUM LENGTH LUMF C 3 IS 4 1/2 x 4 PT C 7 IS 7 X 8 PT 2X2 BLOCK REQUIRED C 9 IS 7 x P PT 2x2 BLOCK REQUIRED PT= 20 GA. ( 167 PSI USING GROSS PLATE CONTACT WEBS ARE TO BE 2x 4 NO 3 KD SOUTHERN PINE WEBS ARE TO BE' 2X 4 STAND DRY/qR-1 3OUG FIR I HEEL PLATE SECONDARY PLATE r BEARING ♦•i40TH ..� :'`t' c� S enc / 10.299 r. Ul +D.O-•I. [NGIN!lRING, INC. If rC3rONSleIE 104 Sir VC "'.IAL DESI:N •CCVAACT ONL r, R•StD Ow TN! Ot SIGN CRITERIA SNONN ON TN IS DRArINO. CONNECTOR -LAT[ NOTES: CA LCVUT10Nf •A[ rq 10 ONIr 10R NTO RO-Aft CONNECTOR IU r[S. NrORO-•1■ L. C'Jr ALL 4944[35 TO eCAA_ TYPE D MIP •S Su-ef NO I[SrpNS191L1 Tr MOR DINENf Io"•L ACCURAC T, Al SYNC TIC •rrrU •NCC, 2. CENTER •a •LATts DN J6 FT. SPAN 8 FT. SCT ACK /ARRICATION O'JALITT OR UN IFORN ITT, INST•LLA r I ON 0/ TIVf SES. No4 OK -ALL ,F JOIN Ts 'JNLC SS 0-.eC-NIS! -001 ST.vtTL!! D[slcN. roR INroINAnoN IEu•olNc r•enc•nON. OVAUr1 NYD�O.dlA Neto. SOUTHERN PINE • DOUGLAS FIR CO.T.ol, Sr0-•G!, .11'11[.1, [.[CTIOIr ANO e•ACIW. or r4ussn, cc wlr NE • s. INoI_AT!D CNORO S,, IC., 4/12 SLP PT PLT [004 COD[ -WALITr CONTROL -NUAL r0■ LICNT .eTAI ►u T! CDNNECTEO WOO TRUSSES-- P.O. Box 7359 SHALL e! LOCAT!D 1/•'Or our -21. •Ao rN! -9-•u- or rood nussts wNU•L--eNr_7A, nvss PLATE 3r. Lou19, ua 931 FT INE r.N11 LtNG:N E.A) 25/ 7/ 0/10=42 PSF AT 1.15 INf. TI TV rl. INC., 2•Il RILLS 1040, NTATTSVILL[,-ARrLANO 20)95. N[ASUR!D IRON A JOINT. t ter._ .'. .. e' — cl':... .. _ __.. _,r.r-•; kit 2 DESIGNED 1N ACCORDANCE YITN 1976 GRADING RULES FOR WESTERN LUMBER PLATIZG CI0NFORIS TO U.B.C. STANDARD 110. 25-17 (ICBO REPORT NO. 15911 + !^` itvE = 1064 tM001FIE07 UNIFORM LOADING.' SPAN = 36FT. - OIN. TOP CmLL = 25-6 PSF SPACING = 2FT. - O1N. ON CENTER OL = 7.0 PSF SHORT TERM LOADING INCREASES BOT CHORD LL = 0.0 PSF LUMBER STRESSES INCREASED = 1.15 OL = 10.0 PSF PLATE RATING INCREASED = 1.15 TOTAL LOAD - 42.0 PSF TOP CHORD SLOPE = 4.000/12. CAMBER AT JOINT 9 1/2^ ( r' SLOPED LENGTH = 8FT DIN. PANEL LENGTH CHORD FORCE WEB FORCE JOINT LOAD REACT P 1= BFT 0- 0/16TH C 1= -9973 W 1= 365 J 1= 456 -3610 P 2= 6FT 7- 7116IN C 2= -12949 W 2= 3759 J 2= 1383 P 3= 6FT 9- 3/16IN C 3= -12949 W 3= -1070 J 3= 1070 0 4= 6FT 7- 7/161N C 4= -12949 W 4= 0 J 4= 1070 P 5= 8FT 0- 01161N C 5= -9973 W 5= -1070 J 5= 1383 P S= BFT 0- 01161N C 6= 9462 W 6= 3759 J 6= 456 -3610 0 7= 6FT T- 7/161N C 7= 9462 W 7= 365 J 7= 365 P 8= 6FT 9- 3/16IN C B= 12949 J 8= 334 0 9z 6FT T- 7/161N C 9= 9462 J 9= 334 P10= 8FT 0- 0116IN C10= 9462 J10= 365 TOP CHORD IS 2X6 NO 2 KD SOUTHERN PINE F=1300 T= 675 C=1200 STRESS FACTOR= 2.183 407 CHORD IS 2X6 NO 1 KD SOUTHERN PINE F=1600 T=1050 C=1450 STRESS FACTOR= 1.772 TOP CHORD IS 2X6 NO 1 S DRY/GRN DOUG FIR F=1500 T=1000 C=1250 STRESS FACTOR= 2.014 BOT CHORD 1S 216 NO 1 S OAT/GRN DOUG FIR F=1500 T=1000 C=1250 STRESS FACTOR= 1.866 .•..••........•....••.•.••....•...••..R•........•..•...•..•.••.•.•• A 2•TRUSSES MUST 9E SECURELY FASTENED TOGETHER TO ACT AS A SINGLE UNIT. ...................4..........s........••..•..........................• 2X 4 41RIMUM BEARING REQUIRED AT J 1 AND J 6 JOB NU48ER 364440 2 OF 4 POSI-TOOTH •• PLATE LOCATION •• JOINT PLATE SIZE •• x_ •• •• Y '• J 1 4 1/2 X 8 PT END HEIGHT = 3.9. 1 WITH 3 X 6 PT SECONOARY,PLATI4G J 2 3 1/2 x 10 PT J 3 2 1/2 X 3 PT 21% 2 1/2TN J 4 1 X 3 PT J 5 3 1/2 X 10 PT J•6 4 1/2 X M PT ENO HEIGHT = 3.9. 1 WITH 3 x 6 PT SECONDARY PLATING J 7 1 X 3 PT J 8 3 1/2 X 10 PT J 9 2 1/2 X 5 PT IIN 2 1/214 J10 I X 3 PT • SPLICES BASED ON'16 FOOT MAXIMUM LENGTH LUMF C 3 IS 4 1/2 x 4 PT C 7 IS 7 X 8 PT 2X2 BLOCK REQUIRED C 9 IS 7 x P PT 2x2 BLOCK REQUIRED PT= 20 GA. ( 167 PSI USING GROSS PLATE CONTACT WEBS ARE TO BE 2x 4 NO 3 KD SOUTHERN PINE WEBS ARE TO BE' 2X 4 STAND DRY/qR-1 3OUG FIR I HEEL PLATE SECONDARY PLATE r BEARING ♦•i40TH ..� :'`t' c� S enc / 10.299 r. Ul +D.O-•I. [NGIN!lRING, INC. If rC3rONSleIE 104 Sir VC "'.IAL DESI:N •CCVAACT ONL r, R•StD Ow TN! Ot SIGN CRITERIA SNONN ON TN IS DRArINO. CONNECTOR -LAT[ NOTES: CA LCVUT10Nf •A[ rq 10 ONIr 10R NTO RO-Aft CONNECTOR IU r[S. NrORO-•1■ L. C'Jr ALL 4944[35 TO eCAA_ TYPE D MIP •S Su-ef NO I[SrpNS191L1 Tr MOR DINENf Io"•L ACCURAC T, Al SYNC TIC •rrrU •NCC, 2. CENTER •a •LATts DN J6 FT. SPAN 8 FT. SCT ACK /ARRICATION O'JALITT OR UN IFORN ITT, INST•LLA r I ON 0/ TIVf SES. No4 OK -ALL ,F JOIN Ts 'JNLC SS 0-.eC-NIS! -001 ST.vtTL!! D[slcN. roR INroINAnoN IEu•olNc r•enc•nON. OVAUr1 NYD�O.dlA Neto. SOUTHERN PINE • DOUGLAS FIR CO.T.ol, Sr0-•G!, .11'11[.1, [.[CTIOIr ANO e•ACIW. or r4ussn, cc wlr NE • s. INoI_AT!D CNORO S,, IC., 4/12 SLP PT PLT [004 COD[ -WALITr CONTROL -NUAL r0■ LICNT .eTAI ►u T! CDNNECTEO WOO TRUSSES-- P.O. Box 7359 SHALL e! LOCAT!D 1/•'Or our -21. •Ao rN! -9-•u- or rood nussts wNU•L--eNr_7A, nvss PLATE 3r. Lou19, ua 931 FT INE r.N11 LtNG:N E.A) 25/ 7/ 0/10=42 PSF AT 1.15 INf. TI TV rl. INC., 2•Il RILLS 1040, NTATTSVILL[,-ARrLANO 20)95. N[ASUR!D IRON A JOINT. t ter._ .'. .. e' — cl':... .. _ __.. _,r.r-•; kit 2 TYPE D STEP-DOWN ,1 - JOB N0. 364440 4 OF 4 DHP3•4 7-21-78 10 DESIGNED IN ACCORDANCE WITH 1976 GRADING RULES FOR WESTERN LUMBER PLATING CONFOR%S TO U.B.C. STANDARD NO.'25-17 (1CBO REPORT x0. 15911 21 4 RINIMUM BEARING REOU CICO AT J 1 AND J 9_ JOB NU49ER 364440 4 OF 4 UNIFORM LOADING TYPE = I467 TOO CHORD LL = 25.0 PSF SPIN = 3SFT. - DIN. OLATE DL = 7.0 PSF SPACING = 2FT• . DIN. ON CENTER BOT CHORD LL = 0.0 PSF SHORT 1ER47 LOADING INCREASES 112 x B OL = 10.0 PSF LUMBER STRESSES INCREASED = 1.15 TOTAL LOAD = 42.0 PSF PLATE tATIYG INCREASED = 1.15 3 PT ` TOP CHORD SLOPE = 4.000/12. J 3 2 112 x BUTT CUT = 0.25 INCHES PT 314 S. INDICATED CMORO SrLIrS SMALL BE LOCATED 11. OF SLOPED LENGTH = 14FT DIN. 3 X 6 CAMBER AT JOINT 12 2 3/8" J S• ..• TRUSS IS ST:99ET4tICAL ABOUT THE CENTERLINE ••• x 3 PAIEL LEIGTH CHORD FORCE WEB FORCE JOINT LOAD REACT 240 -1511 P is SFT 2- 8/16IN C 1= -4020• W 1= -348 J Is 2= 307 P 2= 4FT 4-12/16IN, C 2= -3731 W 2= 431 J 3= 281 P 3= 4FT 4.12/16IN C 3= -2921 W 3= -647 467 J J 4Tf 268 P 4= 4FT 0- 01161N C 4= -2916 W 4= 221 J S= 256 P12= OFT 0- WISIN C122 2772 W 5= 3295 W 6= -256 2 1/21% Be P13= 6FT 7- 2116IN C13= . J12s, 13 105 P14= 7FT 4-14/16IN CIO= 3813 J14= 140 ..... REPETITIVE STRESS VALUES HAVE BEEN APPLIED TO THIS DESIGN ••••• TOP CHORD IS 21% NO 2 10 SOUTHERN PINE F=1550 STRESS T= 900 C=1158 FACTOR= 0.935 SO$ CHORD IS 2X4 NO 2 KO SOUTHERN PINE F=1550 STRESS T= 900 C=1150 FACTOR= 1.063 TOP CHORD IS 2X4 40 2 S ORY/GRN DOUG FIR F=1450 I= 850 STRESS FACTOR= 1.057 BOT CHORd IS 2X4 NO 2'S DRY/GRN DOUG FIR F=1450 T= 850 C STRESS FACTOR=1.131 21 4 RINIMUM BEARING REOU CICO AT J 1 AND J 9_ JOB NU49ER 364440 4 OF 4 JOINTS LARKED ••• HAVE NO SYMMETRICAL MATCH .• SPLICES BASED ON 16 FOOT M►XI%UM LEN;TH LOMB CIO IS 4 1/2 X 5 PT 21112 BLOC% RE2UIRED =33 IS 4 1/2 X S PT 2x2 BLOC< REOUIREO PT= 20 3A. 1 167 PSI USING ;ROSS PLATE CONTACT WEBS ARE TO BE 21K 4 NO 3 KD SOUTHERN PIPE WEBS ARE TO BE 2X 4 STAND ORY/GRN DOUG FIR 1 1 , ..iF At re :.er.,...,s•a...:c kF .�...._^�-t.:r;. AAAA.; T y 1- C •i.tU4`�P �tI ■ BRC' Ji s.• �1� rj REACT. •. •. .7 r ; ' P. -7.11'.11N lit ? "n 1Q' ��• �Y Jr i �rgGi�' POST -TOOTH •• PLATE LOCATION •• JOI71T • OLATE SIZE •• x .• •• T •• J 1 3 112 x B PT =, CENTER All PLAT ON }6 f T. $PAN B FT. SETBACK J 2 1 x 3 PT ` NORICArION O'JAU TY OA uM IFORMt TT. IN IT ALUTIOPI OF TRUSSES, NOR OVe .LL FOR IMFORMATION REDAROIMG FABRICATION, OVALITT J 3 2 112 x 3 PT 314 S. INDICATED CMORO SrLIrS SMALL BE LOCATED 11. OF J 4 3 X 6 PT J S• 1 x 3 PT INf TI TY Tt. IK., /A 11 RIK1 R040. MTATTSVILLI, NARTLANO TOY$)- J120 3 x 7 PT J13 2 1/2 x 3 PT 1 3141% 2 1/214 J14 2 1/2 1 3 PT 2 1/21% 2 1/21M JOINTS LARKED ••• HAVE NO SYMMETRICAL MATCH .• SPLICES BASED ON 16 FOOT M►XI%UM LEN;TH LOMB CIO IS 4 1/2 X 5 PT 21112 BLOC% RE2UIRED =33 IS 4 1/2 X S PT 2x2 BLOC< REOUIREO PT= 20 3A. 1 167 PSI USING ;ROSS PLATE CONTACT WEBS ARE TO BE 21K 4 NO 3 KD SOUTHERN PIPE WEBS ARE TO BE 2X 4 STAND ORY/GRN DOUG FIR 1 1 , ..iF At re :.er.,...,s•a...:c kF .�...._^�-t.:r;. AAAA.; T y 1- C •i.tU4`�P �tI ■ BRC' Ji s.• �1� rj REACT. •. •. .7 r ; ' P. -7.11'.11N lit ? "n 1Q' ��• �Y Jr i �rgGi�' ' 1 .. . - �_ .. t ... .,-*•a' .,..,. ,.c'.t.,..•.,Tatar,... .: v c:ii,:'•.1'.�a�a�'�=£�.Ms'�u3k.e.�'i�o���;YJtkJi�'��ft�. \J NTDRO-AIR [NG INLLIING, INC. IS ■!S✓•OMSIEL[ FOR StRVC:JRAL O[SIGN AC C:,R AC1 •IATC NOTES: TYPE 0 rlP ONL T, BA S[0 oM TNC OtSIGN CRITERIA SMo.,. ON iMll GRAVING. COMNCCIOR 1. CVT ALL n!.51 RS TO BUR. CALCULATIONS ARE VALID ONLY FOR %TORO -AIR COMNECTOI PLATES. MTDRO-RIR =, CENTER All PLAT ON }6 f T. $PAN B FT. SETBACK ASSUMES ND RESPONS111LITT POl DIWEMSIONAL ACCURACY. •tSr*tTtC A••EA.ANCt, JOINTS 'JMLCSS OTMERVISC SDUT►ERN PINE • DOUGLAS FIR NORICArION O'JAU TY OA uM IFORMt TT. IN IT ALUTIOPI OF TRUSSES, NOR OVe .LL FOR IMFORMATION REDAROIMG FABRICATION, OVALITT .ems HYDROvUJ7 ,�-SO 4/12 SLP PT PLT CODA COOL Root STlUCTURC DESIGN. CONTROL. STORAGE. DELIVERY. (1CCTIOM AND OIACIK OF TRUSSES, CONSULT 'ME • P O. BO1 1119 S. INDICATED CMORO SrLIrS SMALL BE LOCATED 11. OF ?7/ 7/ 0/10=42 PSF AT 1.15 -QWLI TT CONTROL MANUAL FOR LIGHT METAL PLATE CCNNECTCO MOOD TRUSSES'- B1. LOU M O 11171 TNC PANEL LC K'N (.4) OCFA•11. ANO TTI 'BAKING OF POOR TRUSSES MANU"L B.T-SA. TRUSS PLA TE MEASURED PROM A JOINT. INf TI TY Tt. IK., /A 11 RIK1 R040. MTATTSVILLI, NARTLANO TOY$)- ' 1 .. . - �_ .. t ... .,-*•a' .,..,. ,.c'.t.,..•.,Tatar,... .: v c:ii,:'•.1'.�a�a�'�=£�.Ms'�u3k.e.�'i�o���;YJtkJi�'��ft�. n -A• _; 'Y' C-'b"Ff �a. ur.'.Yc: y.rr ., .1%6`..: M':r.•:: •. •. .•a i•+N.-.�.. • • C I 901TATI N W. I N- •.'•:M.M21 nuaT,eO Gi=alo- a,�tTwL.•F_t r.;3) c:1(;N. r..-...w,.«_a f.. c1 -' JOS No. 364440 1 Of 4 CO%Mom T-21-78 10 1 I 214 ' )ESIGNEO IN 4C:ORO4NCE WITH '1976 tRAOTNG RULES �OR�VESTEiN LUMBfA� SOUTHCRN PINE Fzl55D PLAT136 CONFORMS TO U.8.C. STANDARD NO. 25-17 (ICBG. REPORT 40. 1591) IS TYPE s 1000 UNIFORM LOA')ING KD SOUTHERN PINE SPAN z 3SFT. - DIN. TOP CHOR) LL = 25.0 PSF SPACING a 2FT. - DIN. ON CENTER OL a 7.0 PSF SNORT TERM LOADING INCREASES BOT C14040 LL s 0.0 PSF LUMBER STRESSES IVCREASEO = 1.15 OL = 10.0 PSF PLATE RATING INCREASED = 1.15 TOTAL LOAD = 42.0 PSF TOP CHORD SLOPE = 4.000/12. CHORD IS 2X4 .BUT? CUT a 0.25 INCHES S DRY/GRN DOUG FIR STRESS CAnBER AT J0IN7 4 = J/H^ 2 1/21N- 2 1/2I4 -•- TRUSS IS STMMETRICAL ABOUT THE CENTERLINE R-• PANEL LENGT4 CHORD FORCE YES FORCE JOINT LOAD REACT P 1= 6FT S- 811614 C 1= -3821 V 1= -450 J 1= 303 -IS11 P 2= SFT 8-12/16114 C 2= -3443 W 2= 553 J 2z 392 P 3z SFT 8-12116IM C 3= -2390 W 3= -837- J 7z 366 0 9= BFT I- 2116I4 C 9= 2949 V 4= 1145 J 42 366 P10= 9FT 4-14/16IN CIO= 3625 J 9z 171 J10s 180 ----- REPETITIVE STRESS VALUES HAVE BEEP APPLIED TO THIS DESIGN .-•-- TOP CHORD IS 214 NO 2 XO SOUTHCRN PINE Fzl55D T= 900 Cz1150 SOT CHORD IS 2X4 NO 1 KD SOUTHERN PINE STRESS F=1850 FACTOR= 1.091 Tz1050 C=1450 TOP CHORD IS 2X4 NO 1 S DRY/GRN DOUG FIR STRESS FA:TOR= 1.015 3I10' UI PINC • J 4- 3' X 4 PT 31N F=1750 1=1050 C=1250 90i CHORD IS 2X4 NO 1 S DRY/GRN DOUG FIR STRESS FACTOR= 0.992 2 1/21N- 2 1/2I4 f=17_0 T=1050 C=1250 STRESS FACTOR= 1.040 2X 4 MINIMUM BEARING REQUIRED AT J 1 AND J 7 JOB NUMBER 364440 1 OF 4 JOINTS NARKED f -f HAVE NO SYMMETRICAL MRTCN -R SPLI:ES BASED ON 16 FOOT MAXIMUM LENGTH LUN C 2 IS 2 1/2 X 4 PT. C B IS14 1/2 15 PT 2112 BLOCK REQUIRED C 9 IS 4 1/2 X S PT 2312 9LOC R RE2UIRED PTs 20 SA. 1167 PSI USING GROSS PLATE CONTAC WEBS ARE TO BE 2X 4 NO 3 %0 SOUTHERN PINE WEBS ARE TO BE 2X 4 STAND DRY/GAN DOUG FIR REACT - Y TORO --14 C'41NCC41NG, "C- If 4f$n0 %IIILC FOR SrAVC7-�A-L CE51GV-C_,R.Cr •L •q0 t POST-T)OTH •• PLATE LOCATION •• JOINT' PLATE SIZE •• K of •• T •. J 1 3 X 9 PT -(ST-(i1C AF,!A.-'.Cr, ROOFICATION O•JALISI OR UNIFO.NITT, INS-ALLATION OF T.VSSCS. J'2 1 X 3 PT A-, JOINTS 'Jtess O:n(4V11[ J 3 2 1/2 X 3 PT 3I10' UI PINC • J 4- 3' X 4 PT 31N 2 1121" J Be 2 X 6 PT JIG 2 1/2 X 3 PT 2 1/21N- 2 1/2I4 JOINTS NARKED f -f HAVE NO SYMMETRICAL MRTCN -R SPLI:ES BASED ON 16 FOOT MAXIMUM LENGTH LUN C 2 IS 2 1/2 X 4 PT. C B IS14 1/2 15 PT 2112 BLOCK REQUIRED C 9 IS 4 1/2 X S PT 2312 9LOC R RE2UIRED PTs 20 SA. 1167 PSI USING GROSS PLATE CONTAC WEBS ARE TO BE 2X 4 NO 3 %0 SOUTHERN PINE WEBS ARE TO BE 2X 4 STAND DRY/GAN DOUG FIR REACT - Y TORO --14 C'41NCC41NG, "C- If 4f$n0 %IIILC FOR SrAVC7-�A-L CE51GV-C_,R.Cr •L •q0 t 1, eAf[O OM TMC O..... ....... A SNOVN ON TNIS O.AVI K. CCa-.CCTOR ILAT( C HIC ULATICNf •S[ VoIID OMIT FOR NO TCS: NTORO-AIR COru.CCT04 ILAT"CT -TORO--IR •SSV -CS NO RCSALITTostalliTT 101 D1,lNfICNaI-CCR.ACT, 1. CUT ALL r... -(ST-(i1C AF,!A.-'.Cr, ROOFICATION O•JALISI OR UNIFO.NITT, INS-ALLATION OF T.VSSCS. 2. CENTER ALL ►LAT-yOOrtA■. TYPE 36 D HIP NO■ OVE-ALL 4001 fr. UC T�4[ D[fIGM, FOR INFOR-ATION RE�A■01NC Rae41CArICN, OUALIT♦D. CONT10 A-, JOINTS 'Jtess O:n(4V11[ F T. SPAN 8 F T. SET PACK L, STC.ACt, OCuvERT, ERECTION ANO e4ACING DI TRVS$[$. coNSULT -,.( -OuAU H a+BIA7 UI PINC • Tr CONTROL r•AA4AL FOA LIGNr .[tAl PLATE CONNECTED iR P O f. LC!u rE� c-o■o srL lcEs 4/12HERN S, P COUG US FIR 0 D PLAussTE - IT. LOUIS 4ftlrT SHALL e! LOCATED I/- OF 2S/ T/ 0= PLT COL`4 CCD[ CEN -T 7, •NO TNt -euclNc Or VOoo nusf[s •u..uu^-e�r_rs, :Russ rare (_4) 0/10=42 PSF AT IvsrfTvre, INC„ nu 41ccs Ro-o, NTArrsvlut, .ua.LdNO :DEER• rN[ ,4NCL LrNc:N 1415 ` -FAfuR!O IRO. A JOINT. .. ... .. .:. _... .. . 4444 a:.. .n ...-•.-. .n _. d.J S � J 7% r• 1 Design Information TC (D+L) = 23.0 PSF 5. Plating Information UNTRACED uEtc BRACED' 2X4 WEBS W1 BC(U+L)= 10.0 PSF W2 STD -DF 28- 0 28- 0 28- 0 28- DWG N0. R79-2310-UF'2F- 6134 TL(II+L)= 0 28- 33.0 PSF 'J1. AAY.-SPANS(FT-IN) HYDhO-NAIL 0 STD -HF LOCATION(IN) SHT N0. 6 DATE 12/18/80 STRESS INC = 1.25 NO. DF HF 28- PLATE 0 SIZE 0 --X-- --Y-- 0 2X6 WEBS J 1 23- 4 23- 0 2 1/2 X 4 PT 28- 0 NO2-HF 28- 0 2 Maximum Chord Spans 0 (Ft. -In.) 28- 0 27- 8 3 x 4 PT 28- 0 28- 0 2 1/2 X 6 PT LUMBER GRADE TOP CHORD BOTTOM CHORD =DOUGLAS FIR= 2X4 2X6 2X4 2X6 J 2 28- 0 28- 0 1 X 4 PT NO 2 28- 0 26- 0 '24- 1 28- 0 NO 1 2B- 0 28- 0 25— 5 28- 0 SJ 2 28- 0 28- 0 4 1/2 X 6 PT 6 1 1/4• SEL STRU 28- 0 28- 0 25- 5 28- 0 =HEM FIR= J 3 28- 0 28- 0 3 X 4 PT 3 2 1/2 NO 2 28- 0 28- 0 20- 1 25-10 NO 1 28- 0 28- 0 21- 5 27- 5 J 6 28- 0 28- 0 2 1/2 X 6 PT SEL STRU 28- 0 28- 0 21- 5 27- 5 =MSR -ALL SPECIES= SJ 6 28- 0 28- 0 4 1/2 X 6 PT 1 1/4 165OF-1.5E HSR 28- 0 28- 0 26- 5 28- 0 180OF-1.6E MSR 2B- 0 28- 0 28- 0 28- 0 CHORD SPLICE OPTIONS. 1950F -1.7E MSR 28- 0 28- 0 28- 0 28- 0 2100F -1.8E MSR 28- 0 28- 0 28- 0 28- 0 C 2 28- 0 28- 0 3 X. 4 PT 240017-2.0E MSR 28- 0 28- 0 28- 0 28- 0 *REQUIRES 2X6 BEARING #REQUIRES 2X8 BEARING C 6 28- 0 28- 0 3 X 4 PT PLATES MARKED + REQUIRE 2X 6 CHORDS 3 ii(!et)I�eC1L':r.^m�n:3 (ITL. -In.) GzCC:, PLATE RATING(PSI) FUR P1=171(.DF)v 169(HF) 4 Force Information L=Span ( Ft.) CHORD FORCES ULD FORCES JOINT LOADS C 1= -68.6L W 1= -16.8L J 1= 11.3L C 2= -52.11- W 2= 22.61- J 2= 11.6L C 6= 65.21L J 3= I0.5L REACT= -33.OL J 6= 10.11 - DESIGNED IN ACCORDANCE WITH TPI -78 AND NUS -77 NOTES: 1. Cut all members to bear 2 Comer all piates on both sides of joint P2. TRCSS IS unless A or Y locations are specified 3 The truss fabricator n responsible to - Srl7(IRIL1L qo 5153 oaovwe nlaling for handling as required ABu'T 04ARLES f4 3 CNA See Usage Gut e TRWU( 0 1RUAJt SJ 2 4 See Table 3 for web lateral bracing reouire,nents 1 If l P1• .S P •6' y SAO. ����A r E Of .. ' I CZ etc\ SZ c 12 '^ Y �T SLOPE ' ss+w L Ra Ll79 S 3 — �wU1 touar� ` G� w' fi Crvtt �. .,► OF CAO C6 2.4 KARIK U,LESS NOTE, P +'5- ITO E 2 8 I P6.y a -TYPE 600 SPAN= L UBC CODE 2'- 0' O.C. Dmign valid only for use •nn Hyao Ar Comeaus Tnis Huss is cesgnea as an norvowl buiiaN caroorrrw 4/12 SL0PE PT PLATES If a to be ndo odivea no a buiteng oesyn at IM soeclttalon of tree oesonei of sato ouroing &acro sm"Itea is fa ileal supoort Of neYowl Huss memue+s only Aoonawl bang a I -e aeau suunue onto, ��.'��• DOUG FIR 1 HEM F 1 R be raou.eo For general gutoanCe tae &ung Wool Twun' Fu soecalC Huss Uu rig ieourarnets cornan UVDRO I�IR. bursting oast" For nlarwton ragaory ljow"tan oWuty contra sHlage oeney eacoun Lid owro 01 mason Cauca the puallty Cana MMWP ra tr RacomrrwlerN Coen M lunaari PfuIIC1•. ENQ/NifR//YO,/NC. 16/ 7/0/10- 33 PSF B 1.25 *Available horn tress Plate Irwin 7411 Rggs Ikea Hyattsnue, Muytand 20183 Spa 7361 31 MnS YO 63177 0 QHydro-A f Eng.nMnrsg Inc 1919 ' 7 , UNTRACED BRACED' 2X4 WEBS W1 W2 W1 W2 STD -DF 28- 0 28- 0 28- 0 28- 0 CON -DF 28- 0 28- 0 28- 0 20- 0 STD -HF 28- 0 28- 0 28- 0 28- 0 CON -HF 28- 0 28- 0 28- 0 28- 0 2X6 WEBS NO2-EIF 28- 0 28- 0 NO2-HF 28- 0 28- 0 4 Force Information L=Span ( Ft.) CHORD FORCES ULD FORCES JOINT LOADS C 1= -68.6L W 1= -16.8L J 1= 11.3L C 2= -52.11- W 2= 22.61- J 2= 11.6L C 6= 65.21L J 3= I0.5L REACT= -33.OL J 6= 10.11 - DESIGNED IN ACCORDANCE WITH TPI -78 AND NUS -77 NOTES: 1. Cut all members to bear 2 Comer all piates on both sides of joint P2. TRCSS IS unless A or Y locations are specified 3 The truss fabricator n responsible to - Srl7(IRIL1L qo 5153 oaovwe nlaling for handling as required ABu'T 04ARLES f4 3 CNA See Usage Gut e TRWU( 0 1RUAJt SJ 2 4 See Table 3 for web lateral bracing reouire,nents 1 If l P1• .S P •6' y SAO. ����A r E Of .. ' I CZ etc\ SZ c 12 '^ Y �T SLOPE ' ss+w L Ra Ll79 S 3 — �wU1 touar� ` G� w' fi Crvtt �. .,► OF CAO C6 2.4 KARIK U,LESS NOTE, P +'5- ITO E 2 8 I P6.y a -TYPE 600 SPAN= L UBC CODE 2'- 0' O.C. Dmign valid only for use •nn Hyao Ar Comeaus Tnis Huss is cesgnea as an norvowl buiiaN caroorrrw 4/12 SL0PE PT PLATES If a to be ndo odivea no a buiteng oesyn at IM soeclttalon of tree oesonei of sato ouroing &acro sm"Itea is fa ileal supoort Of neYowl Huss memue+s only Aoonawl bang a I -e aeau suunue onto, ��.'��• DOUG FIR 1 HEM F 1 R be raou.eo For general gutoanCe tae &ung Wool Twun' Fu soecalC Huss Uu rig ieourarnets cornan UVDRO I�IR. bursting oast" For nlarwton ragaory ljow"tan oWuty contra sHlage oeney eacoun Lid owro 01 mason Cauca the puallty Cana MMWP ra tr RacomrrwlerN Coen M lunaari PfuIIC1•. ENQ/NifR//YO,/NC. 16/ 7/0/10- 33 PSF B 1.25 *Available horn tress Plate Irwin 7411 Rggs Ikea Hyattsnue, Muytand 20183 Spa 7361 31 MnS YO 63177 0 QHydro-A f Eng.nMnrsg Inc 1919 ' 7 , j (his set of plans And ; specifications'A USF fid ; N07E:—A(I Materials Ii Worlmansliip` Si,61 88 .� cbpt an the job at. all times and it is uniawkiall #0 -Accordance with - Resoghized Good Practices wJ :hake Tiny `:changes or alterations on same with quality prescribed for the Specified use in the ; Uniform Bwilding, P(urnbirig & Mechanicgl Ode's arra written pGrrrmisson:from the. Department of Public the National Electrical Code. Works, County of Butt.. i See Master Plan on file for'buildinfl plans. 7 3 9 t t rI 9'a tom' c i d1 1 1 �: t+1 l C" (�.r 6 e A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft, eave overhang. 34- 76 7 0/7 Th s set of plans and specifications MUST b�.4- kept on the gob at a:'!''.{imus and'i4- is �anfa�vful f� Jc�.� S II' Mafe.-ial's= - W'orfirnanship Shall Be in mal: any charges or alterations on same wit'`�,a;t� Amsrd6nce with �'<,c tfiniaed Good Practices and. d0f '0 qwa'ify prescr:.,e �r the Specified. use in the -t wri'lW n permission from the Department of Pub- ` T iic orks, County of Butte, ! ~brM. Building, F ��,:�;�in� Q Mechanical Codes and ikk* Nat anal Electrical Cone. ►*� 1, IL I I �___�-�_� ` \ ;/•��.-ter.—..._...�,�.+eta.�. .. ........ _ ... ..... .... ..' - IZ t 1 setback of ft. from the property line. and a setback '-�--«-- —+ Of 50ft. from fhe road w -- j centerline sha 'I be clear of /1;� 7� structures or Equipment except vjr for a 2 ft. eav overhang. 74 �P A� -T -- ri 1 i • See Master Plan on file for buildinr+ glans., FoLim—o4 H ILP' P"AA iN O -X -79 1 i y BUTTE C;UUN I Y BUILD!NG DEPARTMENT-,, APPROVED- I� �- RESIDENTIAL ENERGY. PIAN CHECK/INSPECTION SUMMARY �RIA . Owner FA!&V/; IMAOnN Climate zone _ 'Permit No. 3F* 4F9 Floor Area .Compliance path: Package ❑ A ❑ B 0 C ❑ Point System ❑ Budget ❑Other MIN R=VALUE DESCRIPTION REQ 1.D INSTALLED ITEMS (l). INSULATION: 0 Roof/Ceiling I . !s �.. Wall C] Slab Floor Perimeter 0 Raised. Floor. :(2) INFILTRATION: Q (A) .A.wa.por barrier is required in climate zones., 1, 14 & 16. (B) All manufactured. windows and sliding glass. doors shall meet the..-' 1972 ANSI Air Infiltration Standards and shall be certified and —.labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above .standard features plus: Q (D). Continuous infiltration barrier .Q (E) Electrical outlet plate.gasket Q (F) Air-to-air. heat exchanger .(3) GLAZING: (A) Location Area Glazing %Floor Area.'Single Double. Triple Total .Bldg North ' 8 East' South.— West X. Skylights (B) Shading .Shading Coefficient Description East to C. ❑ South x Hest " " • Q Skylights Q -_(C.) South Overhand Length.of projection __ft. Description Q (D) Moveable insulation: Area ftZ Description (E_)'.Thermal mass Type' .U! l- SLS - Area Ft . ? .HC R=1., MC= Location TYpe. - Area Ft. HC= R= MC= Location 0 Type _ Area Ft.2 HC=. R= MC= Location [j Type - Area Ft.*;! HC= R MC= Location ❑ Type Area Ft HC= R= MC= Location 0 Type. - Area Ft. HC= R= MC: Location 't/83 R144 .! . Q (4) MASONRY".AND FACTORY -BUILT tIREPLACES..shall be equipped with tight fitting.closeable metal or glass doors covering the entire opening of .the firebox; a combusion air intake equipped with a readily accessible,.openable, and tight fitting damper to draw air from the outside of the building;, and a tight fitting.flue damper with a readily accessible control. (5)' HEATING. VENTIIATING; AIR CONDITIONING SYSTEM (A) Heating 0 - ..Central Gas Furnace Grand and .model number) SE Btu/hr' (heating ca acitY) gyp. .Heat. Pump.. A.�9®� (brand and model number) -ACOP Btu/hr .(heating capacity at..47°F) (] Active Solar .. type (liquid or air) Collector brand and ftp model number.- solar fraction collector area collector orientation 'collector tilt .rated y -intercept rated slope C7 Other s (de cribe) *1. (B) Cooling. Electric Air Conditioner (brand and model -number) (seasonal EER) Btu/hr .(cooling capacity.at 95°F) Electric .Heat Pump 64. A ;t5 ' _�'7l • e EER Btu/hr, (coo.ling pacity at 95°F) 0 Other (describe) ® (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its secondstage, shall be required for heat pumps. 0 (D).AN AUTOMATIC SETBACK shall be provided for all thermaseats, except those controlling heat pumps. 0 (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan typewall furnaces and gas cooking appliances. (F) ,BACKDRAFT DAMPERS shall be provided for -all fan.systems exhausting . air 'to .the outside. (] (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and 'fitting. joints shall be sealedwith pressure sensitive tape or mastic to .prevent air loss and shall be. insulatedto conform to the prov'isio.ns of. Section 1005 of the UMC, 1976 Edition. 7/83 2 {6:) DOMESTIC WATER SYSTEM p (A) Gas Only Gallons. (brand and model number) (t?nk size) .0 Heat Pump w/ElectricBackup ('brand. and model. number). Gallons. :® *2 (tank size) Active Solar.��-- (collector brand and model number) (rated y=intercept) (rated slope) (solar fract'ion.) ft (backup heater type, brand and model numbeQ (collector area) 7-b (collector orientati.o.n). ollectoi tilt) Location of Solar Panels.. Other .;(Describe.) " (B) TANK INSULATION. Storage type water hda.ters and storage and backup•tanks for solar systems shall be externally wrapped with .R-1.2 insulation or greater. '(C) PIPE INSULATION. The five feet of pipe closest to the water heater'and outside conditioned space shall be ins.ula.ted- with .a .:minimum of R-3. Steam and steam conditioned space shall be insulated with.a minimum -of R73. Stea¢i and steam condensation return piping and recirculating hot-water piping outside the building .envelope shall be i.^sulated in accordance -with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in.the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING ® (A) Lamps used in luminaries €or.general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens 'per watt (usually florescent) *l Submit documentation of sizing heatirng and.cooling equipment by Manual. J, sizing charts (form #4).or other approved methods, section.2=5352(g), and fill out the. following: yy Heating: Winter design temperature . ° , elevation f,� ' , heating .load �..#<BTU elevation factor . 00 x heating load = maximumyyo�utl,e�+t capacity gas furnace BTU !_ Z3:L� 1:r -,_ SE ;`0ADEQUA Coaling: Summer design temperature °, cooling load. BTU (USE ONLY AS A. SIZING GUIDE, COOLING MAY BE"INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system.(form #5) to document sizing of solar panels ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of. the California Administration Code.. 7/83 SIGNATURE OF BUILDING DESIGNER OR APPLICANT This set oi plans {and �pecif�catio�s i�! 15T bI ,O' kept on the jab air �ll t rrJes and ii• i unlawful f t make any chi Ages ,r alYe' atioon s arne i/if ho t wri+4"fo"rks. perm I;nty ion fromi the Dparb nt f PuE. lic C . Df e. r P 2. I_ - fof Ur I&riNS via -Ilei ials & W rkrn- s eh p Shall Be in vithec i� Goa Pr ctice and, sr ed 'or the Spccifiec use in thq ng, P un16hig & i ech nical Cods an� rectr6cal ode. Go f i t� F I I ; I i' i I �- �. I Xv t y I fiti I , Zp Y f 02 FuT WLE A Wbac'k of 5 ft. I I i Laa t�t� I I i F` i- �' RooM /12or X! Zo r. ►M� N lines anetback I G-oy -'-of 5'0 t. from theI ; ( i I 4w way centerfliesFialf b (Clear of `� structures -or a ui q I Trent excet' for a- 2 ft' ' eave ov` rha n I 19/. _ 'I c i l; CAI Mas er Plan on _ �e fol build i n$. / Q4 q I I I 1 40 j � I I I 1 SUILDING D PARTMI i I !A p vp I � I i I �� I ate. OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: 'Frieda Hart -Martin ADDRESS: _91 Canyon Arive CITY & STATE: - Oroville. CA 9596.5 IMPORTANT: DATE Of CLAIM: Decehiber 21, 19.$4 SEE INSTRUCTIONS ,ON REVERSE 51DE SUBMIT CLAIM TO DEPARTMENT. RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF. CLAIM (DESCRIBE .FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. (Bldg Permit .Appin, #l7l7_83B,P, Receipt x,`82890, dated 6/1/83.; AP #M-76-17)'. .,M, Building permit fees paid -=------'--'----------.'---$245.00 Retain filing..fee------------- ---- $10.00 Retain plan checking fee---------- 15.00 Amount r,etained------------------- ---=--------.`25.00 Refund due ----------------- -----=-=------' $220.00 Plumbing permit fees paid ----------- ------- =------$.56.00 Retain filing.fee-------------------------------10.00 Refunddue ---------------------------------------------------- $ 46.00 Electrical permit..fees paid ----- --------- -------$ 49.55 Retain. fining fee:----------=-------------------- 10.00. Refund due---------------- - --------------------=----------- $ 39.55 Mechanical permit fees paid----------------------- $ 25.00 Retain filing fee--------=-----------=----=----- 10.00 Refund due ----------------------------- =----------------------- -- 15..00 TOTAL REFUND DU9---------------------------------------------- $320.55 $320.55 'TOTAL $320.55 . 1, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated.- .. Dated this 20 de of�� 19'!,Y, et I/dY'^^� Calif. ........ ............... Y ... ... �.. ...... ._.... ...... _... «.. .... �..................»........ ..... Signature of Claimant I, the undersigned, hereby certify that, to the beat of my knowledge, the, services or' articles specified above he enpxrforrned or de- livered and that there is a Budget AppropriationO or Specific Board ApprovalO (Checkone).for t ame. Dated this 21St day of ,,.December 19 84atOrov"i1'le Callf. .......................... ..:.................. 'epe ment'Head or Authorized' Dept. 'Exp. Code............................................ Code .... .............. ............ ........ ......... PAYABLE FROM...,.........................................,.......:..................,..... FUND DO. NOT WRITE BELOW THIS LINE. - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV..DATE ENCUMB. GROSS A'MT. tti .F i ~PERMIT NO. / 1717-83B,P,E,M PERMIT EXPIRES OWNER FRIEDA HART MARTIN CONTR. owner ASSESSOR PARCEL 36-76-17 LOCATION 85 Melrose Dr, lot 17 Oroville _ n i• A l 111 " J 1 1 Temp. Power Pole Called PG&E P• Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V =.OK 0 = Not OK — = Not Applicable MOBILEHOMES MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1, Zoning Requirements—Setbacks—Easements _ 2. Footings; Size—Depth—Spacing—Connectors 3.. Sewer; Location—Test—Fall-C/0—Concrete _ 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing_ 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete _ 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG _ 6. Carports; Windows—Doors.. 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1, Zoning Requirements—Setbacks—Easements Card -BI Date Date Card -BI Date _ POOLS (Plans) OK except N's 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances _ 4, Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.: Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card _Bl Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date 1 J = OK ' 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Si.ngle and Duplex) " Date UNDERFLOOR Plans OK exce tk's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Fig., Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth 49. Ext.,poors-One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access - 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic - 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 55. Shear Walls; Nailing -Bolts 10. Water Pipe: Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. Card -BI 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Date Card -BI Date Card -BI Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 15. 16. Water Pipe; Test & Anchors -Nail Protection D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access -__ 18. Test Tub & Shower, 2nd Floor -Tub Access 61. 62. Elec. Trim & Subpanel; Breaker Sizes -Labels Stairs & Rails 19. Gas Pipe; Size & Anchors 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper - 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meth. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. _Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. - - 24. Equip. Ground made up w/Mech. Fasteners -Fond Gas &Water 72. Insulation -Foam -Looked in Attic C-] Yes 73. 74. Guard Rails &Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size -- 26. Subfeed Wire Size / / ga. Cu or AI-A.C. IN re Size / / ga. Cu or Al 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes []No; Walks ❑ Yes ❑ No; Planters El Yes FJ No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish - 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet -- 30. Clothes Closet Light -Shower Light _ 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. --------------- Card B -I _ -----.- _Date_ _ Card -BI _ Date 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except N's 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric __33. 31. 32. 33. 34. A_C. Ducts; Insulation & Support Vent Fail; above Insulation Condensate Drain _& Overilow; Size & Grade Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 85. Water & Sewer Connected -C/O to Grade -HD Approval 86. Energy Compliance Certificate -Other Certificates Card -BI Card -BI 35. Attic Access & Platform if Furnace in Attic ------------ ------------ - ----- Date - _Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except N's Comments at Final: 36. Sills; Proper Material & Anchors _ 37. -38. 38. 39. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Flo_o_r_Nailin_g___ Draft Stop in Walls (rat proof) _ 40. _Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. 45 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties -Purl in -Roof Brac.-Truss-Shthnq.-Rfnq. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ Bdrm. Windows or_Exiting Doors -Sill Hgl. & Dimensions Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) d COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. 17/7-93 / f1 ASSESS RC L N BER zo BUILDING PERMIT OWNER r - a TELEPHCrNE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONT.R•ACTOR' NAME r TELEPHONE s (y _7 CON A TOR'S (LING ADDRESS Fireplace CONSftR4JCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ , ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADD ESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 no Solar Water Heater 20.00 ,0 piping 5.00 14"On LOT NO. 4Water SUB VISION N ME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 US OF STRUCTURE SF R� Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home I S I G I W 10.00 e TYPE OF WORK New O Addition❑ mode Utiliugs Instillation❑ Other [:1 Describe work: I �F �°' w/ Permit Fee $ , Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2'.50 NEW CONST. DWELLIN C OR ADDNS. ( ACC. BL 2/ZQSgft CONTRACTORS LICENSE LAW I declare der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Businessi0050a and Professions Code and my license is in full rce and effect. _ License No. Classification ❑ I, as the owner, or my a loyees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CON5TR. U TI -OUTLET 2,50 ea NON.RESID BRANCH CIRC TS. NEW CONSTR POWER APPARATUS &' NON.RES,(SINGLE OUTLET CIR. DR FIXTURES BAL®so Ex. Occup(o XED A PP LNS. OR FIXED A \ EX. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating U Cooling Hood 3.00 Ventilation permit Fee $ �� Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accruevJ again said C unty ' con uenc of the gr nting of this perm' . Date1�3 S'gnature of Applicant — Owner ❑ Contractor ❑ Agent J An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ �� —r OCCUP. GROUP I TYPE OF CONST. PARCEL PD H ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR OVOFP LIC BY ` PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Z ^ Dae ��// Receipt No. ��ri WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1 . this :set of plans and specifications MUST be MOTE -L—A 't 7 �er�dfs & werk*OFft_ tp `Shall Be 1�r cept on the job at all 'tunes and it is :unlawful to I - Accordance vi!ith Rec;ognixed Good' Prcc#ices ane Hake any changes or alterations on same without of a qualify .prescribed for the Specified -use in the ' , --Uniform Building; "Plum6-ing 9- Mechani6til':� 4det o� - �'[i1t«n , permisson frorrj the Department of Publit. Butte..; -one] Electrical: Code. Works,, County of Butte. See' MasterPlan on file for building. .plans.. I Of 3 • \ ref . "/,/. ti J. k \Z' A setback of 5 ft. from the property lines and a setback of 50ft. from the road /}P� 7,1 q/ f` centerline shall be clear o structures or equipment except rIr P. ? ft. ove`rhanq. 4 1 Design Information TG c U+L > = 23. O PSF 5 PIoting Information UB! DWG' NO F�79-2310_UF'._F-- GGA TL (Tl+ ? = 10.0 PSS J t MAX -SF' t�S t F L I 4 T—IN) HYb4,,0--J4AIL 40CATION( SNT N0� 14 DATE 12/18/80 STRESS % _ ,.. N0 OF NF F'LATE SIZC --X-- -- r�r.. J 1 31 3 30-11 2 1/2 X 6 PT-, da irmurn Chord Spam (�t.®qn) 37- 6 37- 1 3, X 6 PT 41 0 41 3 2 1/2 X 8 PT LUMEIER GRADE TOP CHORD POTTOM CHORD 43" 9 ` '43- 3 3 1/2 X 6 PT . TIOUGLAS FIR= 2X4 '?X6 2X'4 2X6 X17- 0 ' 47- 0 3 X B PT , No 2;--� =�- q 7 0 40- 0 47- 0 NO 1 36- 5 47:,_ 0' 46-- 6 47- 0 J 2 47 4 47- 0 Z 1/2 )( 4 PT 1 3✓8 2. SE'L STRU 38- 0` 47- 0 47- -0 47- 0 =HEM FIR=SJ 2 47 0 47 0 4 1/2 X 4 PT 4 1 NO 2 —4» 45- 3 f �..3.4.= --�. 4'7 - a r _ N0 1 ---=-..q_ 47-' 0 39-10 47- 0' J 3 47- 0 47- 0 3 X 4 PT 3 2 SEL STRU-�33-�}- — 47 0 Al- 3 47- Q =MSR -ALL SPECIES'= J 7 47. 0 47= 0 2 1/2 X 6 PT 1650F --1.5E MSR 3-10' 47_ 0 45- 1 47- p 1800F -1.6E MSR 36-11 47-- 0 47- ,0 4'7- 0 SJ 7 47-• 0 47--- 0 4 1/2 X' b PT 195OF-1.7E MSR 38- 1 47- 0 47- 0 47- 0 :2100E -1,8E MSR 39— 2 47- 0 47— 0 4`7— 0 J 8 47 0 47- 0 1 X 4 PT 2400E-2.OE MSR 41- 3 47 0 47- 0 4'7- 0 F.EgUIF S 2,X6 BEARING #REQUIRE'S 2X8 14EARING Si 8 38 1 37 8 4 1/2 X 4 PT 4 1 47 0 47- 0 4 1/2 X 5 PT 5 1 3 VVeb Requirement `r -. �rl.� CHARD SPLICE OPTIONS UNBRA CELI BRACED C 2 47 0 47- 0 3 X 4 F7 2X4 WETS W1 W2 W3 W1 U2 W3 STD -TIF 47- 0 32'- '3 47-� 0 47- 0 45- 9 47� 0 C 7 32-11 32-11 3 X; A PT CON -UF' 47-- 0 32 3 47- 0' - 47 0 45_. 9 47'- 0 38 5 38 5 3 1/2 X 6 PT STU-Hr 47— 0 31- 6 97— 0; 47- 0 42— 6 47- G 47- 0 47- 0 4 1/2 X 6 PT CON -HF 47- 0• 31- 6 47- 0 , 47 0 42— 6 47 0 ; 2X6 WEBS PLATES MARKED + REQUIRE 2X 6 CHORDS NO2-IIF 47-- 0 32- `3 47 0 47- 0 GRASS PLATE RATING(PSI) FOFc ;PT=171 (i1F)t+ 1b9(HE) 32 4 47- 0 ,,I X. , .:. -... .r *r krN,'fip}t}t•7 r.\79}' r.A410., QC•CSii: CN , , i r 4 Force Information r • . , r<� O r CHORD FORCES WEB FU {. u y it+ s4 r f�Ltb C 1- -76,8L W 1 5.1L J 1- 8.$L > t. ;+ C 2' -52 r 1L W -, -''4 . 9L J `' r � I u > G 7 9 L . 7 W ;� ' "?L 3— 10 r 9L _ ," , J 7 4ael ,a REACT= •-33.01 J 8= 5.1L .• „' UCS"IGNEZI IN' ACC0IRDANGE WITH TF'I-7E] AND t�IIS-77 ,� Y r r" Cut M fC fD LY07df• ...«' 1*r A r ml; R, ios ➢ a�y°°°w NOTES: 1 ' ,:+ 7 • ^;. SJ 2 2 unless a pie on bottl 04 •:' ' ' ', �`" iia * y X n X or Y tocat,ontl am optic rtat c 3 The truss fabricator r9,rarnnonalb4A ttr ' h' provide platin STT4`3iT i o for tlanDllnq rsti rcrqux> i21CA! ;see Usage Guice ABLUT 4 K; r r NO 5.6* ,. 3®e Table 3 for I �tac,rtio q• r web lateral t r redulrQmonhi, C ? : UM c11ap �''• ria, a � r H ' rY' x r► ? ti G7 'OF �s,rti f, Jt SLOPE Tim" ' a f 47Q 7 • r , .. � .n. •�5L14'Ccl1J�. ar � Re il: ri c e c z ;�„5 a� `�,, n f a r V 1, t r 4 P27Ty p. �b t 2x4 BEAP.inSTy s a r TYL SPAN= L P r . 1 Co r V Co I IN h�AA T , ,4 c r r - Q er• ” , 't4 r Posion wid onh,fpr use aitfl'Hydr0 Air COnrw1ols Tl11s'b"sb is �dlatot1117 as 7d1 Gldrildlxil DulKill>q r t." •' t, + 6 i' , r h kS !0 r1Lor al ed � xo a Duao . dCS. Al IRtT curtgx,nr f v 411 S L O F' E PT, PL A T E : r r _. 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