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058-670-016
Ill C) CD�� _ua rte, !� y �9 Ill C) CD�� _ua rte, iW FW�IGHTIGRUMBLES�"Rd@ Wild Turkey, Concow area l, MI--m332-85-R>E(uti ell ELEC GAS L P& Ut V� �-'Vzj SUPPORT STRUCTURE REQ/r�COMPACTION TEST REQ R/� _ t P e r mi -t* -2 3�3 3'- 8 5MHI Issued mit#2755-8aB(newyprivate shop/stg) FG058-670-016 PERMIT#98-1463 OUDEY, Alan f 3250 Trevor, Yankee Hill rine p `058-670-016 PERMIT#99-1352 GOUDEY, Alan & Barbara 3250 Trevor Rd., Oroville New Single Family 058-670-016 85 GOUDY, ALAN N 3250 TREVOR RD, OROVI ROOF MOUNT SOLAR PA S - --058-670-016 04-3f11- GOJDY,ALAN 3250 TREVOR RD, CONCOW�YOIAQ Cont: OWNER FREE STAND WOOD STOVEII" I?w#f 0 i I oK - 3L 1 t 056 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION#: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538.2140 WEBSITE: www.buttecounty.netkcids PERMIT NO. BP043211 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 Issued Date: 11/04/2004 APN• 058-670-016-000 the Business and Professions Code, and my license is in full force and - ' effect. License Class : License Number: Site Address: 3250 TREVOR RD CON Date: Contractor. Map Index: Description: FREE STANDING WOOD STOVE OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury That I am exempt from the p Contractors' Slate License Law for the following reason (Sec. 7031.5 , Business and Professions Code: Any city or county which requires a GOUDEY permit to construct, alter, improve, demolish, or repair any structure, prior Owner: ALAN 8 BARBARA JANE 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 with Section 3250 TREVOR RD 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95965 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 properly. 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' Slate License Law does not apply to an owner of who builds improves (hereon, Applicant: GOUDEY ALAN &BARBARA JANE property or 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 safe.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of properly who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #• workers compensation, as provided for by Section 3700 of the Labor Code. for the performance of the work for which this permil is issued. O 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 0 S.F. Policy p: I cerlify that in the performance of the work for which this permit is Valuation: $0.00 issued. 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if 1 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. / - q 1620v Dale: G` / Applicant: I _ /orkere' WARNING: Failure to secure Compensation'Overage is unlawful, and shall subject an employer to criminal penalt es and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is here y issued under the pp 'table provisions of the BuM Butte Cnunly CA anrVor 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutio s to do ork indicated,abo for hfch le s have been paid. f Name: By: Date: 21-4 PERMIT EXPIRES ON:-- ate ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505. 25533, and 25534 of the California Health and Safety Code, which regulate the storage. handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. 1 hereby certify that 1 have read this application, that the above information is correct. and that I am the owner or the duly aulhodzed agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official forth or d mant of Bullp County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspectionpurp (7 �t�i Z11 Print Name: ' /(.11L� V L1 GC Signature: . /�A ��_-y-r'-' Date: 1_?06y r O Contractor 0 Agent for Owner ❑ Agent for Contractor si '4 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street •Chico, CA - (530) 891-2751 /7 County Center Drive/'Oroville, CA * (530) 538-7541 NOTICE QAA 12 0q 32-1/ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. cc e S-5 JI) r�q C- C'J 14-1 o f- 006/ Ibl/ (f 41 �e Sec, 4- i mcv IvIthe W.- .a� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP043211 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 11/04/2004 APN• 058-670-016-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 3250 TREVOR RD CON Date: Contractor: Map Index: Description: FREE STANDING WOOD STOVE OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GOUDEY ALAN &BARBARA JANE 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 3250 TREVOR RD the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95965 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty 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 Law does not apply to an Applicant: GOUDEY ALAN &BARBARA JANE owner of property 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 property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: O 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #- ' workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure orkers' compensation -overage is unlawful, and shall subject an employer to criminal penal es and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees.GG ` CONSTRUCTION LENDING AGENCY This permit is here y issued under the icable provisions of the BUMe County Code ?nrVor I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutio to do ork indicatedrabo for hich f s have been paid. _�— Name: By: Date: PERMIT EXPIRES ON: Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge itis unlawful to alter the substance of any official form or doc ment of Butte County. I hereby authorize representatives Butte to enter upon the above mentioned property for inspection purpo �oofr County th r 00 ��i Print Name: k'1C (/lam L Z GC Signature. Date: 06r ❑ Contractor Q. Agent for Owner ❑ Agent for Contractor �J r1 ~S NOTES . i ���iDENTIAL T# '058-670-016 -PERMI99-1352 PERMIT Ni' GOUDEY, Alan . & Barbara 1 3250 Trevor Rd., Oroville New Single Family r _ cl/7/,), z Ij 1 r r, a s ^ "1 i ; n } ! 11 SPECIAL CONDITIONS III SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER V OFFICE COPY Address S3 1 G I ELECTRIC l� ,/I Meter By Date �Y JOB FINALED (Date) v i Signature CHECKED BY r �r st • r 11 SPECIAL CONDITIONS III SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER V OFFICE COPY Address S3 1 G I ELECTRIC l� ,/I Meter By Date �Y JOB FINALED (Date) v i Signature CHECKED BY J = OK 0 = Not OK = Not Applicable = Not Ready' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG it MISCELLANEOUS Date 7. Well Clearance 8 Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails ( Date Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s ! F 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 it MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s F 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails ( 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ! F 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh -_ 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings .12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval i 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche r�. Date Card B-1 Date Card B-1 I Date Card B-1 Date Card B-1 V= OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL = Datederfloor (Plans) OK except #'s Zonin etbacks-Easements-Flood-Slope tg., ; Soils-Elec. Grnd.-/ DoplU Garage; Soils-Steel-Ele. Grn J ;f Ftg. epth 4. Ftg., Porches & Decks; Soils -Steel-/ /- Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped a-Sfe_mwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, St el -Wrapped ie fireplace Ftg.-Steel V.; Fall -Fitting -Test -2 Way C/O -Sewer Test © OF s Pipe; Size Anchors - Yard ting; Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13.!3 s ucts; eara-Materi pon- s. 1 rs- A it nth 6e olts-Ventsfipples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card BJ' Date P UMBING (Permit) OK except #'s `�9 Water Htr.; Vent -Access -Combustion Air Baffle 18er P' e; Tes Anchor -Nail P V. ' tings & Ancho - rotecti Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s L2a"'Fixture & Transformer Clearance -Ins. Protection L2*-f_1ec. Receptacles Spacing -Lights & Switches at Doors 12_5 -Size Boxes & No. of Conductors Stapled . Romex Installed Close to Edge of Studs & C.J. E ip. Ground made up w/Meth Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size / g C or AI 30. Range Circle / /C or A -.Oven Circ. / / ga Cu or Al Insulated Neutral 17 No t1. Service -Riser Conductors & Ground Main Disconnect ,32. Puip. Clearances Panels-Motors-Mech. Equip. 02 lothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Q6. -'Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade F nac -Ven ccess-Comb. Air-RfittrrnAJr Vent 115 outlet Attic Access is Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors WIr—W.11. Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing 3 aft Stop in Walls (rat proof) ue Stops, Furred Ceilings -Stairs -Chasers -Tubs bg 5 Headers & Beams -Size & Bearing (Si ngle & Duplex) 0 1 1 • Date FRAMING (Continued) -�T�—� Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rffr. Ties- Purlin-Roll Bra -Trus Shting.-Ring. eplace Ties or Type A Flue -Fireplace Throat Clearance k 4 tticAccess_ize , omex tection-Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions i f2i: Garage Fire Protection Framing & Openings Lsalfxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 4. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers . i mg Veneer a// 7-51 j_1*PS77Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access g Area -Glass Walls; Nailinf 60. Brace J?S 61. Insula r 62. Infiltration -Walls -Windows Date 60 Card B-1 Date 06 Card B-1 a¢-----� Date Card B-1 Date Card B-1 Date r NAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings m Detector h%—Furnace Vents -clearance -Comb, Air-Connector- Irr&arage,; Above Floor -Ducts -Meth. Protection edr m Exiting f— & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels qj�airs _& Rails ueplace or Stove, Clearance -Hearth JI�c. Outlets at Wood Panel, Int. & Ext. Kit. . &Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kjt. Counter arage Fire Door; Swing -Landing -Closure C. uct in Garage -Damper jaijWtr. Htr.; Vents -Clearance -Comb. Air Connect r .R in Garage; Above Floor -Mach. Protection lec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romer. Protection Insulation -Foam -Looked in Attic uard Rails & Deck Construction -Post Caps Bents & Crawl Hole Door Drainage & Wood -Earth Clearance Loo ed under Floor ❑ Yes 82. Following In ./Drive'J Yes D No/Walks ❑ Yes Z) No/Planters 0 Yes '] No 83. Stuac 0 rown-Finish co)• C G . Unit Disconnect, Electrical -Plumbing Ve s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings tse'waier Well, Disconnect, Electrical, Plumbing Elec. Trim, G.F.I. Rec m- Throughout House 90. Wrections from Previous Inspections Gas Test-Mgte s Tagged, Gas -Electric. W 92. Wat Sewer Connected -C/O to Grade -HD Appr. 49V,fn_ergy Compliance Certificate -Other Certificates Address Posted Dated Card B-1 Date Card B-1 Dateffa 0d Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: = ' r f COUNTY OF BUTTE �t�- F -. . ' 11 11, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES e 411 Main Street • Chico, CA • (530) 891-2751 F,;. 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE _ OWNER PERMIT NO. A routine inspection indicates that the following violations of -butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Please con act this office immediately. Of�I e�Q Com' 4- o ho; ��I / l ,��e ��1-� " i�"� tea., ��. � s ✓ -r� �',- �r.�: H V/ Date t / r / d Inspector REV 10/92 C COUNTY OF BUTTE BUILDING DIVISION r DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER PERMIT NO. r_v' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional exolanation. Date REV COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 'n 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ~ CORRECTION NOTICE ` OWNER / PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ZLr . LI f " Y , Date • Inspector REV 10! 2 -...i�.--lti=.-1-!`.•:^�"-`� ,:.^•-'a'v�.r...r`1� �...rrrr •.y3-:�..-s..-trw'iY'—,r- .-,,,. L COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 411 Main Street • Chico, CA • (530) 891-2751 ' 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE q 5 - OWNER / PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please �contact ttthis office immediately. / \ / ,:� Ki .117- G� /Cn / / I" _ r/ / I 1 I _ - / — 4-- W2� Date _ Inspector REV 10/92 E.M. USE ONLY -•: } ;ti"r`t Not Plan Attached Floor Plan A had ^c)- Sant to q i 1-3 �— TO: • Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A(-Aj-i 12e f Owner Location AP# Plan Approved for: Sewage Dispos� Water Supply: Public Private Well Clearance for dwelling. Other ) 7ut J) oc, MQ )A!/ pia A Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 ` Date LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Trevor Rd. Oroville Number and StreetCitv County Subdiylsion Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R-38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. ib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) . 5.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 10.25" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R-21 Brand Name Johns Manville Thermal Resistance (R -Value) R-30 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the 'Certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. Item #signature, to Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installin Subcontractor _ (Co. )ame) Or General Contractor Co. Name Or Owner Item #s Signature, Date Installing Subcont ctor_ (Co.Name) Or General Contractor Co. Name Or Owner STATEMENT COPY CONTROL # Salesman: 7,rm 1100 E. 20th ST.ICO 8 Approved By: (530) 342-1886 SOLD TO ALAN GOUDY SHIP TO ALAN GOUDY NEW CON/3250 TREVOR NEW CON/3250 TREVOR 3250 TREVOR RD 3250 TREVOR RD OROVILLE, CA 95965 OROVILLE, CA 95965 IMPORTANT: ALL MERCHANDISE RETURNED SUBJECT TO A RESTOCKING CHARGE. SEE REVERSESIDEFOR TERMS & CONDITIONS. • ► Ju�J17L7a]ItS�.'.4 YLyyW • - • - �i'i • - M - Ryl` ��ry� ���+y�{y;� • no 1 • u:�W 62075 1% 10TH NET 30 61940 02/29/00 I� 307 1 962 03/02/00 181 0� 1 <LF GLULAM 5-1/8 X 13-1/2 11.750 211.50* i 651312 j t X1/1 13; 0 13,EA � OSB 3/8" 4X8 1355.000/MSF,' 147. 68* 0.42 hISF 3880SB 2 0 2.EA 2X8 8' DF #2 OR BTR S4S 603.000/MBF 12.86* 0.02 MBF 288FE 1 0 1 EA 22X8 161 DF #22 OR BTR S45 619. 000/MBF 13.21* 0.02 MBF 2816F2 MAR 31, 2000 10030:30 OT: 326 FILLED BY CHK'D BY DRIVER MERCHANDISE 385.25 SHIP VIA OTHER 0.00 * DUPLICATE INVOICE .TAX 7.250/ 27.93* *********************** PAGE 1 OF 1 FREIGHT 0.00 TOTAL 413.18 REC'D. BY 1 DATE: STATEMENT COPY TERMS OF SALE All orders, sales contracts or shipments will be accepted and executed by MEEKS BUILDING CENTER with the following TERMS and CONDITIONS: 1. TERMS: PAYMENT IN FULL IS DUE BY THE 10TH OF MONTH FOLLOWING DATE OF PURCHASE AND PAST DUE THEREAFTER. In consideration of the extension of credit (and not as penalty, but as LIQUIDATED DAMAGES based upon the impracticability of fixing actual damages) a charge on all•past due accounts will be computed by a PERIODIC RATE OF 11/2% per month which is an, ANNUAL PERCENTAGE RATE OF 18%. The undersigned agrees to pay all reasonable attorney fees and collection costs which may be assessed in collecting any past due balance. 2. Delay in or failure to make deliveries (total or partial) due in whole or part to strikes, lockouts, labor troubles, fires, inclement weather, acts of God, inability to secure merchandise andtor;any other causes beyond our control will not constitute a default. 3. Shipments shall be inspected upon receipt and if any errors, shortages or irregularities exist, they must be reported on the delivery invoice. 4. A handling charge will be made on stock goods returned for credit. No goods shall be returned to us without our consent. No returns or exchanges, regardless of conditions, after 30 days. ALL SPECIAL ORDER items, including window units, pre -hung doors, and trusses are not returnable for credit. 5. Any.adjustment for defective material shall be made on an exchange basis of the material and no other basis. 6. The Purchaser is responsible for adequate access to delivery location and assumes liability for damage to property or equipment when trucks are required to leave highways or accepted streets. 7. Other may include pickup or handling charges. rt. COUNTY Of Bll<VE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ~-'7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 PERMIT NO. (Rev.12/96) APPLICATIO1 AND PERMIT ASSE0138ABVT"-OUfl16 "'M-10 I(-10 BUILDING PERMIT OWNEALAN AND BARBARA GOUDEY T 7�°"353 SO. FT. OCC. BUILDING VALUATION U 11,250.00 NO ADDRESS .OWNERS MAILING 3250 TREVOR ROAD OROVILLE 95965 p 1882 R 101,628.00 CONTRACTOR'S NAME TELEPHONE 333 4,329.00 CONT LING ADDRESS CONSTRUCTION LENDER Fireplace AI 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $118,707.00 ARCHITECT OR ENGINEER + LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 706.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 458.90 BUILDJIDIG5ffETREVOR ROAD, OROVILLE L�V l Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1207.90 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 111 7.00 77,00 USEOFSTRUCTURE SF ]0 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15-0015.00 Each gas water heater or vent 15.00 5.00 TYPE OF WORK NevXX7 Addition ❑ Remodel 11Utilities ❑ Installation ❑ Other 13 2 BEDROOM Describe Work: Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OV OR UE Main Service . ' OR LESS 23.00 93 00( LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License L w for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do -the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) X�{ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp l with those provisions. p X i Date �a Signature of Appli t -,X Owner ❑ ontractor ❑ Agent An OSHA permit is r uired for excavation ov r 5'0/" deep and demolitiongr con uction of structures over 3 stories in height. 7653 ' , D Main Service 200A TO 1000A 46.00 NEW CONST. DWE Ur OCCUP. s0 OR ADDNS. ( a ACC. BLOB. 3.50- R7 7c, EW N"ON RISD. ANCHOU CUT 97.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES @ I'50 20 BA @ .s0 Ex. Occup. OuTLEE°rs RSD.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R CONST. TYPE TOTAL FEE $ 614 37 HAZ. FEES M FL D D PARC PD HD J4SUE. This permit is hereby issue under the applicable provisions of Butt utte Cou Code and/or Resolutions to do work Indic e b e which fees have been paid. By D e / PERMIT EXPIRES ON �7 2000 (Date) Receipt No. 07 WHITE-D.D.S.-B.D. A PINK-INSPEC OR GOLDENROD -APPLICANT r .-¢��- a,� �.tl �r�ir f►f .ya s�+r'n�y i+#tV o,r"a-' "d% `0}•b. t�� ' `r -"*r 1 r COUNTY_ F $UTTE DEPARTMENT OF D LOPMENT SERVICES - BUILDING DIVISION ... A 7#COUNTY CENTER DRIVE - OROVILLE, C .' , F O RNIA 95065:. TELEPHONE (916) 538-7641 ,y PERMIT APPLICATION DATA SHEET OWNERA4ft qa4AAae&&&d09yASSESSOR PARCZER, r Co Proposed Building U Building Inspector: Date: _ At time of permit application, I was advised the following data must be d prior to permit processing and/or issuance: Date Received By 11•1. All iiems have been submitted.------------------------------------------------------------------------------------- ❑ 2. Plot plan's, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4�E gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- I &--Energy truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ���`i. Energy Design Compliance and supporting documentation.---------------------------------------------------� 02 ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. 09. M ufactured Home data and installation instru tions including Tie Down Specifications .------------------ --1_Q l� q�--------------------------------------- Fees of $ S- -------------------- --- Impact fees as shown on the attached schedule. --------------------------------------------- ------ ------ ----- 2. ---- t . California Department of Forestry plan approval/fees.--------------------��--���Q�--------= /❑ 13. Flood elevation certificate.------------------------------------------------------------------------------------ . Sanitation and plot plan approval Health Department .-------------------------------------- -- ❑ 15. City of Chico plumbing permit.---------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: Ell 8. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 01.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). --------- -------------=----------- ❑22. Workers' Compensation carrier and policy number. ------------------------------------------------- '---------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- g4. er of signature authorization. ------------------------------ Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. -------------------------------- 027. Manufactured Home utility clearance. 1128. Existing violations and/or expired permits. ------------------------------------------------------ 02 ❑433 A ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ O.Other: t?Ick- 06A.- +n .41etr� WA �11t�i�vn/1 Wh ou issue the ermit, ro ss as follows ❑ Mail to owner, ❑Mail to contractor. t'J Telephone-� - and hold for pickup at ©z� office. Copyof Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy, of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: t (Date) eliver with inspector.&AA//p Date: �0 l'f Date: By: Date: By: Index per application for the above items numbered: \ V an Check Lis) 2. dditional items required: ZP� • ontractor, designer, owner, was advised of the above required data by ❑phone, ail, ❑ Bui ding Division counter, by ate: Contractor, designer, owner, was advised of the above required data by ❑phone, ❑mail, ❑Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, wrier, se o e above reauired data by ❑ phone, ❑ mail, ❑ B 'ld' isi anter, by at Plans reviewed by: >ftproved by: Date: Sets of plans orA61d V Plan Cabinet, ❑ A.P. folder. Note transfer by: I Date: Yellow Copy - Department of -Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT.SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE P aA. S 1. BUILDING PERMIT FEES ����• 0/$ -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -' A.P. #6S'f -7 "aI� DATE (/0 d" RECEIPT # DATE REC I -- Revised Plan Checking Fee ....... $ �2SCiIOOL DISTRICT FEES ©(L6 f `G4 �f (pai t District Office) OR> 3. SHERIFF FEES (paid at Building Division) // Residential ... ..... T x $360.00 = $� b 4 Units Commercial (sq.ft.). . Sq.Ft. x $0.03 = $ 0 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x #Units Amt. Commercial (sq.ft.) .. x =$ aq.rt. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $'0.00 (paid at Building Division) 7. SRA FIRE INSPECTION�AND PLAN CHECK. $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00'(paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER q /7 Iq VqO% 917k , i � IImip" At time of permit application, I was advised the above fees are required; to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICAN ` DATE Pursuant to Government Code Secy 66020, you are her)by notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 4A' � a,�s�' y'�M � Sr i � j.������ ; �'In' :; - r , ---}� r : ` Y r ,:��:.-_.�,.. Y,_, * .� . _ .. ..-.,w.an C6UNi" yJ('),F BUTTE •-DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIODN 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ;S. SCHEDULE OF RECEIPT OF FEES OWNER d 6 b C4 6 C_ A. P: #0S 6 -,51, PROPOSED BUILDING USE DATE 1. BUILDING PERMIT FEES--' RECEIPT # DATE REC -- Balance Due ............... $ Additional Fees Due ........... $ _k X/1'1.�_, Additional Fees Due ........... $ —Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (*."6 — I �:,Q 4 (p - C/ "W. &-a—t F=istri`ct_ffi–ce) ct 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $3 co� 74 I Units 10 Commercial (sq.ft.). x $0.03 Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . _ x = $ #Units Amt. r.___7&mmercial- (sq.ft.) . .-_ x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6: THERMALITO DRAINAGE DISTRICT FEES $ Building Division) P10.00 (paid at 7 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 0 WATER TENDER FEES (Battalion # $200f00 (paid at Building Division) 0: CSA 87 `TRAFFIC FEE $25100.60 (paid at Building Division) 10. OTHER _J At time of permit appli6ation, I. was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during ecking process. rt .41 APPLICAN DATE Pursuant to Government Code Sec[i6n 66020, you are he%Vy •notified that items 2,3.,4,5,6,8,9,.and 10 above may have been imposed onyour project. You have+90 jays from 19e date o� appro& df'thelpr6ject or from the imposition of the above mentioned items during which you may protest. The requiremeints,forearp'rLte'st)are�si)e-cifie'd in Gove'mm"ent Code Section 66020(a). gr Original -Building Div. 2nd Copt's= Applicant— PrdC;'6pyS�wne,,,,J_, C (Rev. 2/9'7) ell I OWNER -BUILDER VERIFICATION __1 Attention Property Owner: An `owner -builder" building permit has been applied for in your name and bearing your signawm Please complete and return this information at your earliest opportunity to avoid Unniecessay di* in processing and issuing your building permit. No building permit will be issued until $tis verification is received. 1. I personally plan to provide the major labor and materials for construction of the propcaed ; property improvement : YES NO O 2. I HAVE)( HAVE NOT Ci signed an application for a building permit for the proposed wG 3. I have contracted with the following person (firm) to provide the proposed construction; -a, NAMR? ADDRESS: CPTY: PHONE: CONTRACTOR'S LICENSE NO. 4. Iplan to provide portions of this :work, but I have hued the following person to eoot+dinte; .. supervise, and provide the major work: NAME: ADDRESS: Cii'IY: 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: „ n AA PROPERTYOWNER: SOCIAL SECURITY NUIMER:' (/ DATE: //f/2y NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of tha California Health and Safety Code. This verification must he completed " returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder ofproperty . improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry ofjecord on such a permit.. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you ihould be aware of the following information for your benefit and protection: . ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must recrister with the State and Federal Governments as an employer and ytiu`are subject to several obligations.including state.and.federal income tax withholding, federal social security,tixes, workers comperuation insurance, disability insurance cots, and unemployment compensation contn'butions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially. '0'us with respect to worker's compensation insurance. ' ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. . If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contactor 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 contractprs may be obtained by contracting the Contactors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. - Please complete the "Owner Builder Verification" �n the reverse side of this form so that we can confirm that you.. are aware of these matters. The building permit will not be issued until the verification is returned. 4icy, L l C. Vi ira, C.B.O. r, Building Inspection NOTE: Thi s 0-mer-Builder,lnformation is required by Section 19830 of the California Healtlr and Safety Code- OVER ode OVER COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County'Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 ;Re,,.12/q&�._ APPLICATION AND PERMIT%3s�NQ L.oL ::JR �BUILN- a p so. FT. O c.(� ) 3S O BUILDING VALUATION awwL� LwL 1-1 �orw� _ _. _ _ :n — OOWPA=W* RAW OOIeTRUCIM UNDO 7, UPOUr. nAn,a ADOPCn AACH"CT On 4WOR ) ucema NO. C J AMWtCT On DID UMT WAJUNO ADOMS LOT N0. �_C %Ae USEOFSTRUCTURE SF H' DupO MobOehome O Other erecav TYPE OF WORK New Addition O Remodel =02.o-k O Installation O Other 0 Describe Work: --4r.1 2/ l Fireplace pump water heater Total Valuation Is Firina Fee S Permit Fee S100 = Plan Checking Fee t Energy Plan Checking F9916Y.10 15.00 17n7.9 t PERMIT FEE I _ PLUMBING PERMIT 20.001 Each Trap Solar or heat pump water heater 7.00 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas Piping system 1 -5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE S j ELECTRICAL PERMIT Filln Fee 20.00 Main Service 000V OR zOA � 23.00 Mein Service 2WA TO reooA 46.00 NEW CONST. On ADONs. ( �j�R"_ Ex. Occup. OuntT On wawa Ex. Occup. ( FWDAPvva.On oimms me,,.1 U —Temporary Service Mobile Home Facilities Misc. Wirina 5.00 23.00 20.00 23.00 /7 PERMIT FEE _ MECHANICAL PERMIT Filing fFee 20.00 Heating �j' Cooling/ Hood 0.50 1 PERMIT FES S /n(piS U Mobile Home Installation Fee S Energy Inspection Fee $ (J?, OO��% TO SAL FEES E . nFa W FLOOD cO ►0 ='A V 7 This permit is hereby issued under the applicable provisFjns of the Butte County Code and/or Resolutions to do .vcrk indicated above for which fees have been paid. By Date ReceiptNo. PERMIT EXPIRES ON wHIfE•0.0.3.•8.0. soa our.�NevECTOq 111. 1F.100 -APPLICANT an; andlB,arbara 325O�,TievoiRd 1 rovlle;'.Ca -95965 Assessor Parcel Number: 058-670-016 Building Permit Number: 99-1352 • 6,utte L'ount LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. You will need to provide a revised truss layout and eliminate the girder truss from the truss package. 2. Your plan is in line up for structural review. As this is your first submittal of a lateral design and there are several plans in line in front of yours for structural review this process could take several weeks before the plans are ready to issue. I will contact you if there are any items to correct. 3. Address of the building site is listed as your current address on the permit application. If you are currently living onsite you will need to contact the planning department for a temporary dwelling permit. Plan check will continue upon reciept of all of the.above items. Additional items may be required when plan check is resumed. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner 1 Jul -0 8-99'09:07P July 7; Alan and Barbara Gou 3250 Trevor Rd. Oroville, Ca. 95965 Assessor Parcel Number: 058-670-016 Building Permit Number: 99-1352 P.U1 count, LAN D; OF NATURAL WEALTH AND 8 E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (530) 538.7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: D'evise your plot plan to show all structures on the property. Notes distances between those structures and this new structure. Mobil home must be removed from thej�ro erty when building is final d. Please provid a letter regarding your plans for the mobil. MO b b7 )o . C rem DUeCQ o cone r -s — 1/(le- ol? sift ? Sq 0- FY's of C� 0, rovide size of openable window area in living room and office. /The entire rough opening for the window or door is to be included in the fenestration area, not just the glass area. Windows shown on plans are not shown in the talcs, windows on floor plar. are inconsistant with elevation views and windows modeled in the talcs are different from the plans. Revise plans for consistancy and correct rough window and door opening and then revise talcs. Additionally, are all exterior doors without window area) rJ 0-S, how attic access on the plans including in the garage. P. a j 4 Show how fire wall separation will be accomplished. Are you going to do the garage lid or continue the gypboard up to the roof sheathing. 10, 6- 6. 6. Provide cinstruction details for all stairways. P, 5 /Provide a section detail through the structure bisecting the living room and office. Show construction detail of all building components. b ou show truss reations over 5000 pounds. A licensed engineer is to address these loads andY. /� provide a footing design. O m b±t ed Gird e �f' �� a s.5 _ -fyv,o bleut . - l�l'�✓iC�� rGv�SC a 1 1 Jul -O's -99,09:08P OWEL Provide a construction detail showing floor system for the office floor. Show a foundation under all bearing walls. P. � earing for Truss BE is to be provided along the entire length of the span. How is this accomplished at the porch off the living room? 4 - Bearing for Truss DE is to be continious along the entire length of the span of 12 feet, Plans show it on a wall that is only 7 feet 4 inches. Revise truss or redesign. at,-t_a CL, e OL 12 Structure does not meet rquirements of Sec. 2326.11 .3 of the Uniform Building Code for bracing requirements. Several of the exterior panels are over height, office walls are not in compliance and interior bracing -is not to code. A complete lateral analysis will be required as three exterior walls and interior walls are not in compliance. Engineer is to submit two set of calcs and two sets of the plans are to reflect all requirements of the calculations. He is to stamp and sign two sets of plans. a,ttcck eCt ,X. Per the. dimensions on the plans your square fotage has been revised and your fees have been lowered. Balance of building permit fee is $1066.98. V/ Energy calcs need to reflect a square footage of 1882 for living area. R ee.,_- Lc&(✓aLeoL ar,CC Plan check will continue upon reciept of all of the above items. Additional items may be required when plan check is resumed. If you have questions about any requirements; you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m,, Monday through Friday. Sincerely, Martha Whitney Plans Examiner � � Dur czMmell �S- OLOC' se �2C(. or aY1n dotc%�'aYla L Y -e9 sere m fits or k 5 14-135-8, FGx 5 Gj U� cmc , P ane 3 h July 7,-999 Alan and Barbara G 3250. Trevor Rd. Oroville, Ca. 95965 Assessor Parcel Number: 058-670-016 Building Permit Number: 99-1352 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the' designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Revise your plot plan to show all structures on the property. Notes distances between those structures and this new structure. Mobil home must be removed from the property when building is finaled. Please provide a letter regardindyour plans for the mobil. 2. Provide size of openable window area in living room and office. 3. The entire rough opening for the window or door is to be included in the fenestration area, not just the glass area. Windows shown on plans are not shown in the calcs, windows on floor plan are inconsistant with elevation views and windows modeled in the calcs are different from the plans. Revise plans for consistancy and correct rough window and door opening and then revise calcs. Additionally, are all exterior doors without window area? 4. Show attic access on the plans including in the garage. 5. Show how fire wall separation will be accomplished. Are you going to do the garage lid or continue the gypboard up to the roof sheathing. 6. Provide cinstruction details for all stairways. 7: Provide a section detail through the structure bisecting the living room and office. Show construction detail of all building components. 8. You show truss reations over 5000 pounds. A licensed engineer is to address these loads and provide a footing design. 9. Provide a construction detail showing floor system for the office floor. Show a foundation under all bearing walls. 10. Bearing for Truss BE is to be provided along the entire length of the span. How is this accomplished at the porch off the living room? 11. Bearing for Truss DE is to be continious along the entire length of the span of 12 feet. Plans show it on a wall that is only 7 feet 4 inches. Revise truss or redesign. 12. Structure does not meet rquirements of Sec. 2326.11.3 of the Uniform Building Code for bracing requirements. Several of the exterior panels are over height, office walls are not in compliance and interior bracing is not to code. A complete lateral analysis will be required as three exterior walls and interior walls are not in compliance. Engineer is to submit two set of calcs and two sets of the plans are to reflect all requirements of the calculations. He is to .stamp and sign two sets of plans. 13. Per the dimensions on the plans your square fotage has been revised and your fees have been lowered. Balance of building permit fee is $1066.98. 14. Energy calcs need to reflect a square footage of 1882 for living area. Plan check will continue upon reciept of all of the above items. Additional items may be required when plan check is resumed. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours.of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner 2 RESIDEiv'! L PLAN-CHECKIN GUIDE i SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY - OWNER: 60U -Gey BUILDINGP ER: PLAN CHECKER: I1A, I A.P. NUMBER: GENERAL: 1. Zoning requirements: (side yards and number of permitted living units). 2. Valuation. 3. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 7. Recorded notice of violation. ` RLDT PLAN: �.. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage.' , Flood hazard. -'... f. Special conditions on creation map (Noise, S.12.A., Fire Sprinklers, Water Tender; Trees, etc.). / F.A.U. & F.A.S. road setback. ,gam Building or utilities across lot lines (Recora form). FLOORPLAN: _ Complete to scale plan with dimensions. �f OV1 d�vl7e 0 Required windows for light and ventilatiod (Section 1203). 3. !Required windows for second exit (Section 310.4). w ehdxRN CUs'. — t{ % Skylights (Section 2409 & 2603.7). p �IG2 Glazing in Hazardous Locations (Section 2406). 6. Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). ®, Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). �2. Fireplace and wood stove location, alcoves and clearance. '✓ Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. RUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings SSection 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring alloon ammg and/or engineering. —r rulol, Three story building requiring engineered calculations and plans. JJ Foundation plan complete enough to construct building. e Uel Floor construction details com Teteugh t nstru t b ildin oPp,�.a�b l f- li vt r -M p eno o co c u S. Elevations and wall construction details complete enough to construct building. &rvirl T–rwo o 13F— Roof construction details complete enough to construct building. � 1.F0 I'Gh Rafter ties or bearing ridge beam. t> E, _ IZ I ,W� Fireplace construction details and calc. if necessary. I Yt 11. Garage door and/or porch header sizes. 77' ' ph I la rt. S 12. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. t Special Inspection requirements.I- 16. Header size. - W'l- c&n cq � floor June 1997 cei ll'" W #42 SCELLANEOUS ITEMS TO 10 7UT FOR: 0.- Stairway details: landing , . s.. and run, head clearance, handrails (Section I . 2. Guardrail details (Section 509). , Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). - R" Foam insulation - protection. 36" halls and stairways. - Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). - 11 Underfloor access and ventilation (Section 2317.7). I Attic access arid-ventilation (Section 1505). 14"r— kce4l, Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 5. Energy design. 6 Flashing at all exterior openings. ? I C.D.F. reiponsible area requirements. ��&J-4— ,8! Automatic Fire Sprinkler Systems (Section 310.10) co. rre & 19. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers GiV� LN�Si'Q. Cp.iGC.�,.. .. CIA clKd vrt G l �� GZ,;tre6L nod jus • GiiY net �ytCM�d � o✓ yrs %�' June 1997 3.2 iy . PRC - CT PROCESSING RFCORD APPLICANT: t OWNER: PERAM #: A. P. #: WORK DESCRIPTION: DATE RIPTION OF STEP C IBJ ��; t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Y�w / /e, A.P. Number ®�t� d �VJ Jurisdiction: City Property Owner Building Department No. County adeA-4 Property Location/Address 3.250 ` reVor Subdivision Lot No. 'Residential Development m Sq. Footage No of Living Mobile Home Addition! *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection); �t s. Commercial/Industrial, r _ 3. r.a ii S,q:Footage..1 New h Addition (Including Exterior Roofed Areas) -7 99 Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. n o O O 401 ~ •uni.,School District certifies that h � oU 41�► I (Applicant) -32%;p "7revoV111,14 Rd (Street Address) (Phone Number) V t CA (Og- (City) (State) (Ziy Code) �. ,q has complied with the requirements of Resolution No. by payment of $ - Iwo . representing A 62 square feet AB 2926 = FULL MITIGATION $ School District Representative i . t" Date " r Paid by Check p .I Remarks:�'62. Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90'days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the, School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the Califo►nia Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm < f L t 1 �.-r • LC ,t� Cil � � . •' `APPLICATION FOR— SPECIAL OR— SPECIAL USE PERMIT FOR TEMPORARY TRAILER Assessor's Parcel Number for Site Street Address of Site �3 Q-5- 4 Tr e Uo r l�L Applicant's Applicant's Address .3�5-C7 Tr e vv Applicant's Telephone Building Permit Receipt Number` (Show copy of permit signed and issued) Date Sewage Disposal Permit Issued VYW (Show copy of permit signed and issued) I certify that the above information is correct and that I have read Butte County Code Section 24-300 on the reverse side of this application: Applicant's Signature TO BE FILLED IN BY PLANNING DIVISION Date Application Received 8//Z /q 9 Zoning Verified by SL Permits Reviewed by SL Date Letter Sent g��L1SS File: "Mobile Home Permits -Temporary" with copy of Letter RECEIVED kAFortns\1ni1or.hm ' AUG } 2 , `..h BUTTE COUNTY BUILDING DIVISION NOTES RESIDENTIAL _ f 058-670-016 v03-18 PERMIT NO. _ GOUDY,-ALAN- 3250 TREVOR RD, OROVILLE +ROOF MOUNT SOLAR PANELS Ii �J SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER A--w -" -,,/--,00 ',' � L.,j AJ/1 k6katlot-t JOB FINALED (Date) Signature Received from _ COUNTY OF BUTTE OFFICIAL RECEIPT 0 NT -ISSUING RECEIPT 382228 The Sum of oP'' �� �c dZ•� © 1 �Z s For 620 Received: Received By-�� CASH ❑ Title CHECK Ur ey _ DAVCO BUSINESS FORMS • (530) 7438511 rorm 75702 ZSr 20 a— J=OK 0 = Not OK NotNoApplic Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ ;Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector . 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected-C/O.to Grade -HD Approval 8. Gas and Electricity Tagged . 9. Tie Downs -Type -Installation Cert. 10., Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 4. Elec.; Receptacles and Lighting, Distance-GFI 1. Zoning Requirements -Setbacks -Easements Elec.; Pool Lighting; 15 Volts-GFI 6. 2. Footings; Size -Spacing -Marriage Line 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3. Blocking Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8.• Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B71 Date Card B-1 Date -Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not = NotAApplicable p . = Not Ready RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date Card B-1 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth PLUMBING (Permit) OK except #'s 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 17. Water Htr.; Vent -Access -Combustion Air Baffle 5. Stemwalls, Main; Steel-Blockouts-Wrapped 18. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Stairs & Rails 6a. Hold Downs and Special Anchors D.W.V.; Test Fittings & Anchor -Nail Protection 7. Slab, Steel -Wrapped 20. 8. Piers -Fireplace Ftg.-Steel 75. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 76. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Gas Pipe; Sixe & Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 23. 12. Electric Underground Elec. Receptacles in Garage (F.F.I.)-Romex Protection 13. Plenums & Ducts; Clearance -Material -Support -Ins. Insulation -Foam -Looked in Attic 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date 16. Insulation (Single & Duplex) Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Date Ext. Steps -Door & Sidelight Protection -Landings Card B-1 Date Card B-1 Date 66. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 68. 17. Water Htr.; Vent -Access -Combustion Air Baffle 69. 18. Water Pipe; Test & Anchor -Nail Protection Stairs & Rails 19. D.W.V.; Test Fittings & Anchor -Nail Protection Elec. Outlets at Wood Panel, Int. & Ext. 20. Shower Pan; Test, First Floor -Tub Access 75. 21. Test Tub & Shower, Second Floor -Tub Access 76. 22. Gas Pipe; Sixe & Anchors 78. 23. Fire Sprinkler; Test Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes 83. Following Instld./Drive O Yes 0 No/Walks 0 Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OFDEVELOPMENTSERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03 — )c605 ASSESSOR PARCEL NUMBER 058-670-016 ZONING rR10 BUILDING PERMIT OWNER Goudy, Alan and Barbara 534-1358 TELEPHONE SO. FT. OCC. BUILDING VALUATION cont es . OWNER'S MAIUNG ADDRESS 3250 Trevor Road CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [,Fireplace LENDER'S MAILING ADDRESS Total Valuation $2500.0 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 19-10 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 0 LOT NO. I SUBDIVISIONS NAME PARCELS O PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: roof mounted solar panels Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 '*0OR LESS Main Service zo.VA OR LESS 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp with those provisions. X Date Signature of App nt - ❑ Owner ontractor ❑ Agent An Opermit i equired for excavatiods over 60" deep and demolition or construction SHA of structures over 3 stories in height. Main Service 200ALICENSED ToNG 46.00 NEW CONST. P. O DWEWWEE OCUCCU OR ADONS. ( & Acc. BLOB. 3.50FST. NEW NONREE,sIIDDT MULTI.OLm.ET @7,50 POWER APPARATUS .1114. OUTLET CIR. 20 0 1.00 EX. Occup. OUTLET OR FIXTURES BAL p .50 Ex. Occup. OFIxUnE. APPLNS ORA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 43, 00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE HAZ. D FEES IMP O COF PARCEL PD HD ISSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have—been By EXPIRES ON applicable provisions Resolutions to do work paid. d D to Receipt No.FL-71:L&PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95 65"Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:�L�d� �iB 2 d.dti9 �OJ�_5G - t� - O� 6 ASSESSOR PARCEL NUMBER Proposed Building Use: Q oo4lr _>✓j r_ Counter Technician: Date: Items required in order to apply for a permit., All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signed y the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 10 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. Items required for initial plan review. If checked items have not�3ep3Ce`ceived, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... t; .• ❑ 10. Letter of intent for non-residential buildings....................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form .................. *............................................................ ❑ 13. Other ti .Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent- by: ...................... ❑ 19. Planning approval for (A) Use: O K (B)Parking: (C) Parcel Check:o-- ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. O 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance .............................. ............................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 5-3 Lf - /3 and hold for" pickup. I have been informed of thea ove items and requirements for obtaining a building permit. Applicant: ./, Date: 6 �.'5 1. Index permit application 4dr' the above iter�i� s numbered: 2. Additional items required - Contractor, designer, owner, was advised cfthe above data by ❑ :phone, . ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by. ❑ phone, ' ❑ mail, . ❑ counter, by Plans reviewed by: • Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: . Yellow: Buildine Division Plan Check Letter Date: Date: Date: t: Date? _ O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property im rovement : YESX NO 1:12. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY. NUMBER:_ " DATE: �� f NOTE. ThisOwner 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. O.B.- I OWNER BUILDER INFORMATION . Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials . and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mc 1 C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER 14fl, r"', 7 A - -I PLANNING DIVISION- BUILDING PLAN APPROVAL Use: co )::-- Date:—(:S3 parkin. Landscaping:- r 1�4rL. DO �mh�owvO�� 59— �Q=f- BUTTE COUNTY BUILDING DIVISION ApppOVED �� Nv rtf —m NOISIAen E)Nicnins AlNnO0 3iins UIJ I KItiU I IUN _ PANEL EARTH GROUND Sun Valley Solar 2385 Ivy Street Chico, CA 95928 530-895-0550 Schott Applied Bower Corp�o�raltIRM High Efifiiciency J 09 MThe SAPC-165, Schott Applied Power's 165 watt photovoltaic module, is designed for large electrical power requirements. With a 20 year warranty, the SAPC-165 Isuperb durability to withstand rigorous operating conditions and is an ideal i module for grid connected Iand Wmote power systems. 165W Power n SCH� TT 9Va== made of as a ® � d Schott Applied Bower Corp�o�raltIRM High Efifiiciency J 09 MThe SAPC-165, Schott Applied Power's 165 watt photovoltaic module, is designed for large electrical power requirements. With a 20 year warranty, the SAPC-165 Isuperb durability to withstand rigorous operating conditions and is an ideal i module for grid connected Iand Wmote power systems. 165W Power n SCH� TT 9Va== made of as Cell Multi -crystal silicon solar cells, 125mm square No. of cells and connections 72 in series Configuration Nominal 24V DC Output Maximums stem voltage 600V DC Series fuse rating 10A Nominal power 165 W +/- 10% Dimensions 62" x 32.5" x 1.8" Weight 37.5 lbs. Parameters Ratinq Unit Operating temperature -40 to +90 •C Storage Temperature -40 to +90 •C Dielectric voltage withstood 2200 max. V Type of output connectors Multi-ContactO plug & socket connectors Model SAPC-165 1 32.52 [826.0-11.81 180 50 Front View Parameters Symbol Nominal Unit Conditions Open circuit voltage Voc 43.1 V Irradiance: 1000 W/m� Module temperature: 25°C -Maxim um..ower_volta e Vm , -3-4.6- V Short circuit current Isc 5.46 A Maximum power current Imp 4.77 A Maximum power Pm 165.0 W Encapsulated solar cell efficiency nc 14.6 % Module efficiency nm 12.7 % PERFORMANCE Current, Power vs. Open Circuit Voltage, Short Circuit Voltage Characteristics Current vs. Irradiance Characteristics (Cell temperature: 25°C) (Cell temperature: 25•C) 6 1 32.52 [826.0-11.81 180 50 Front View 1000 /ml) 45 5 150 800(w/ml) Grounding Point 40 4 Ri 120 35 v 600mm=) 30 3 [1575.0-1o 90 > o Ne ative 25 v 2 60 o v 20 S25i1333_1 15 1 yh 30 U 10 0 .;,.y..,.;� 0 0 5 0 10 20 30 40 50 ° 0 Voltage (V) _ Current vs. Voltage } [187.3mm] q:: itt �•: - Power vs. Voltage Irradiance(W/M2) Module Temperature High-power module (165W) using 125mm square Coefficients multi -crystal silicon solar cells with 12.7% m6dule; conversion efficiency." Pm: -0.8446 (W/C) Voc: -0.1728 (V/C) Photovoltaic module with bypass diode minimiz6 the Vmp: -0.1796 (V/C) power drop caused by shade. Textured cell surface to reduce sunlight reflection. Back Surface Field structure to improve cell conversion efficiency: 14.6% CEC Certified Tempered glass, EVA resin, and weatherproof film along with an anodized aluminum frame for extended outdoor use. 20 Year Limited Power Output Warranty SCHOTT APPLIED POWER CORPORATION 4051 Alvis Ct. #1, Rocklin, CA 95677 916-625-9033 GRID CONNECTED RESIDENTIAL SYSTEMS Field Offices OFFICE BUILDINGS • SOLAR POWER STATIONS Redway, CA Waltham, MA Willits, CA Tumwater, WA SOLAR VILLAGE PUMPS •LIGHTING EQUIPMENT 707-923-2277 781-890-8844 707-459-9496 360-357-1131 TELECOM SYSTEMS • OFF GRID SYSTEMS www.schottappliedpower.com 1 32.52 [826.0-11.81 0.374 x 0.689 19.5 x 17.5mm] [46.0mm] Front View 11.81 [300.00mm] Back View Grounding Point 1 11.81 [300.00mm] 62.01 I [1575.0-1o C o Ne ative 11.81 [300.00mm] (female e) male + S25i1333_1 o V yh .;,.y..,.;� I 11.81 [300.00mm] .• } [187.3mm] q:: itt �•: 47.38 ``�R G[26bmm] CL I 30.47 [774mm] Side Yew SCHOTT APPLIED POWER CORPORATION 4051 Alvis Ct. #1, Rocklin, CA 95677 916-625-9033 GRID CONNECTED RESIDENTIAL SYSTEMS Field Offices OFFICE BUILDINGS • SOLAR POWER STATIONS Redway, CA Waltham, MA Willits, CA Tumwater, WA SOLAR VILLAGE PUMPS •LIGHTING EQUIPMENT 707-923-2277 781-890-8844 707-459-9496 360-357-1131 TELECOM SYSTEMS • OFF GRID SYSTEMS www.schottappliedpower.com un VaIley SolarQJ sunfly Say 03851vy St �� - CA 9592 ® ® M 53"9&0,550 The leading grid -tied photovoltaic inverters in Europe and America Exceptional reliability and energy capture ratio 5 -year comprehensive warranty standard Rugged NEMA 4X stainless steel outdoor enclosure standard Easy to install three-point mounting system Comprehensive communications and ata collection opti�� SMA's Modular String inverter design is expandable to virtually any system size UL 1741 Listed for grid interactive in_v_erters C)0 C_ C O ,Z SuVy y Zvi Shown with optional display Sunny Boy's extensive track record in some of the world's most demand- ing markets has made it a favorite among PV professionals everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Superior design, rock -solid German engineering, and exceptional real- world efficiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. 3 Shown with optional display Sunny Boy's extensive track record in some of the world's most demand- ing markets has made it a favorite among PV professionals everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Superior design, rock -solid German engineering, and exceptional real- world efficiency have made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. SUNNY BOY 2500 PV- "INVERTER EQUIPMENT GROUND ON _ OFF PV. Pv- LI L2 PE J PV ARRAY Specifications DC DISCONNECT SWITCH AC DISCONNECT SWITCH FOLLOW ALL APPLICABLE BUILDING AND ELECTRICAL REQUIREMENTS Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 211-264 (240 V AC) or 183.229 (208 V AC) AC Input Frequency 59.3-60.6 (60 Hz), 50.Hz also available DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V AC) PV Start Voltage 300 Vdc Minimum DC Input Voltage 207-256 V DC dependent on line voltage Maximum AC Power Output 2500 W (240 V AC), 2100 W (208 V AC) Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 93%-94.4% Cooling Convection cooling (no fan) Maximum AC Current 10.4 A Maximum DC Current 13 A DC Voltage Ripple Less than A Power Consumption 0 W nighttime, < 0.25 W standby Ambient Temperature -25 °C ... +60 °C Enclosure NEMA 4X stainless steel Size 434 W x 295 H x 214 D mm Weight 32 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY UTILITY AC DISTRIBUTION _ PANEL EARTH GROUND ®�PF Sunny Boy's unsurpassed reliability and 2 L Aff efficiency is the result of SMA's manufacturing philosophy that combines simple design with robust execution. SMA's state-of-the-art maximum power point tracking performance " results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safely and reliability record is also exceptional due, in part, to the inverter's redundant grid monitofing and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter technology makes future system expansion simple. Sunny Boy's optional power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communication options are,avoilable to satisfy almost any application. SMA America , Inc., 12438 Suite C, Loma Rica Drive, Grass Valley, CA 95945 Phone 530-273-4895•Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5,'D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0.• Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de . Advanced System Technology for the Successful Photovoltaic Future U - As soon as you've selected a PV module and planned your installation layout, you're ready to order SolarMount components: 1. Choose Either Top Mounting or Bottom Mounting Option ............................... 2-3 2. Select Rails Sets and Top Mounting Clamp Sets .................................. 2 or Rail Sets and Bottom Mounting Clip Sets ........... 3 3. Select Adjustable Tilt Legs (optional) ................ 4 4. Select Standoffs (optional) ............................... 4 5. Price Components and Place Order ................... 1 For layout planning and more detailed ordering instructions, download the SolarMount Configuration and Sizing Guide at www.unirac.com/solarmount.htm. T.=IELIE#STANDARD. NPVIV,ODi-LEP.4Cf- - Rails © Clamps or Clips o; SMR: SolarMount Rail Sets Includes 2 rails, L -feet, and hardware to attach feet to rails. No. of Shipping List Model L -feet wt (lbs) price SMR48 • SMR60 4 4 13 14 $ 83.00 99.00 SMR72 4 16 115.00 SMR84 4 17 131.00 SMR96 4 19 145.00 SMR106 4 20 157.00 CT6A thru F SMR120 6 22 178.00 7 SMR132 6 24 190.00 3 SMR144 6 25 202.00 include hardware to SMR156 6 27 214.00 2 SMR168 6 28 226.00 _8J)0 SMR180 6 30 238.00 STF7 SMR192 8 31 259.00 19.50 SMR204 8 33 271.00 SMR216 8 34 283.00 *Normally ships truck freight, For UPS shipment, add to your oHtj item #UPS -20 @ $20.00 per rail set; rails.-wiTbe cut and splices included. tShips via truck freight only. SP: SolarMount Ra IISpfice`Kit Includes 2 splices plus! hardware. One kit is required whenever 2. ail set`s 66)spliced together. Consult UniRkc f splicing more than 2 rail sets into a single row t.•/ Shipping .`Lik 4;"-% %--- Mode/ wt(lbs) price' • SP2 2 $16.00 r CT: Top Mounting Clamp Sets Includes all clamps and hardware to attach the indicated no. of PV modules to 1 pair of rails. Mode/ No. of PV modules Shipping wt (/bs) List price CT2A thru F 2 1 $16.00 CT3A thru F 3 2 20.00 CT4A thru F 4 2 24.00 CT5A thru F 5 2 28.00 CT6A thru F 6 2 32.00 CTIA thru F 7 2 36.00 CT8A thru F 8 3 40.00 CB: Bottom Mounting Clip Sets Includes the clips and hardware to attach the indicated number of PV modules to 1 pair of rails. Mode/ No. of PV modules Shipping wt (lbs) List price CB2 2 2 $14.00 CB3 3 2 18.00 CB4 4 3 22.00 CB5 5 3 26.00 CB6 6 4 30.00 CB7 7 4 34.00 CB8 8 5 38.00 oTilt Legs (cptional; a TLH: High -Profile Leg Kits TLH2 kits include 2 flags and additbnal hardware to complrte foot-leg-ra I assembly. TLH4 kits include 2 ong legs, 2 sl -ort lega and adcitional hardware to complete foot-l=c-rril assembly. Model Legs per:/t Shippi,-�g wt (lb=) Lest price TLH2-12 2 3 33700 TLH2-44 2 7 54.00 TLH2-72 i 10 58.00 TLH4-18 68A0 7 55.00 TLH4-64 TLL3-44 16 39:00 TLH4-104 20 129.0) TLL: Low -Profile Tilt Leg Kits Incudes legs and additional hardware :o complbte foot-leg-r:assembly. Standoffs (opt onal) ST: Standoffs teas Shipping List Modeo per rit wt (lbs) orf -_6 TLL2-!2 2 3 $+300 TLL2-30 2 5 59A0 TLL2-44 2 7 =7J00 TLL3--2 _ 4 68A0 TLL3-30 _ 7 33.10 TLL3-44 _ 10 941% Standoffs (opt onal) ST: Standoffs Raset'- Includes 1 standoff Flat -top Shipping L& f/a.-7ge Shipping Lst and 2 lag bolts (3-1/2" models wt (ibs) :2r? --e mcOer.; wt (/bs) arce fl 5/16"). In addition, flat -top standoffs STF3 2 $_7.D0 STR3 2 $.8.00 include hardware to STF4 2 !750 STR4 2 I B&50 attach stringer to STF6 2 _8J)0 STR6 2 19.00 standoff. STF7 2 _8.50 STR7 2 19.50 Pub 030306-2pl 9 March 2003 • Prices and specificatons subject t change withcut notim., Z........................................................................................................... So/arMount Price Lists and Sizing Charts CT Series mid \ and end clamp; When to Choose Top Mounting CT Series Clamps Select top mounting clamps if you prefer to install modules last—in other • words, if you plan to secure the footings and attach rails to the footings on site prior to attaching modules. This installation sequence is well suited for: • Plug and Play modules. • Flush mounting—especially flush mounting onto standoffs. Top mounting clamps do not depend of the spacing of module mounting holes. In roof mount installations, therefore, rails placed parallel to rafters can be spaced to lag directly into the rafters without the addition of special supports. Note that top mounting requires 1 inch of space between modules and that rails must extend 1-1/2 inches beyond the last module on each end. Rail length in inches �_ r-- Number of modules accommodated SMR120 t CT4E damp size required for specific modules Number of modules to be mounted per row Module make and mode/ 4 3 4 5 6 7 8 ASE 300 AstroPower AP65, AP75 AP110, AP120 AP150 BP Solar 275, 380, 585, SX75TU 3160, 4160, 5170 MSX120 SX110, SX120 SX150 Evergreen EC94, EC102, EC110 Kyocera KC70, KC80, KC12) KC158G Photowatt PW750 PW 1000 PW1250 PW 1650 Sanyo HIT167, HIT175, HlIT180 Sharp 80 123 165 (Schott), 175 Shell (Siemens) SM100, SM110 SP65, SP70, SP75 SP130, SP140, SP -150 SunWize SW85, SW90, SW95 SW115, SW120 UniSolar US64 US116 SMR106+CT2E SMR168+CT3E SMR216+CT4E SMR48+--T2C SMR72+CT3C SMR96+CT4C SMR120+CT5C SMR144+CT6C SMR156+CT7C SMR180+CT8C SMR60+rT2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR72+--T2C SMR106+CT3C SMR132+CT4C SMR168+CT5C SMR192+CT6C SMP.48+--T2E SMR72+CT3E SMR96+CT4E SMR120+CT5E SMR144+CT6E SMR168+CT7E SMR180+CT8E • SMR72+-T2E SMR106+CT3E SMR132+CT4E SMR168+CT5E SMR204+CT6E SMR84+�72E SMR132+CT3E SMR168+CT4E SMR204+CT5E SMR72+rT2E SMR96+CT3E SMR132+CT4E SMR156+CT5E SMR192+CT6E SMR216+CT7E SMR72+-T2E SMR106+CT3E SMR132+CT4E SMR168+CT5E SMR204+CT6E 3MR60+CT2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR216+CT8C 3MR60+CT2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR216+CT8C SMR84+CT2C SMR132+CT3C SMR168+CT4C SMR204+CT5C 3MR48+CT2A SMR72+CT3A SMR96+CT4A SMR120+CT5A SMR144+CT6A SMR168+CTIA SMR192+CT8A 3MR60+CT2A SMR96+CT3A SMR120+CT4A SMR144+CT5A SMR168+CT6A SMR204+CTIA 3MR72+CT2C SMR106+CT3C SMR144+CT4C SMR180+CT5C SMR204+CT6C SMR96+CT2C SMR144+CT3C SMR180+CT4C SMR84+CT2C SMR120+CT3C SMR156+CT4C SMR192+CT5C SMR48+CT2F SMR72+CT3F SMR96+CT4F SMR120+CT5F SMR144+CT6F SMR156+CT7F SMR180+CT8F 5MR60+CT2F SMR84+CT3F SMR120+CT4F SMR144+CT5F SMR168+CT6F SMR192+CT7F SMR72+CT2F SMR106+CT3F SMR144+CT4F SMR180+CT5F SMR204+CT6F SMR60+CT2D SMR84+CT3D SMR120+CT4D SMR144+CT5D SMR168+CT6D SMR192+CT7D SMR48+CT2C SMR72+CT3C SMR96+CT4C SMR120+CT5C SMR144+CT6C SMR156+CT7C SMR180+CT8C SMR72+CT2D SMR106+CT3D SMR144+CT4D SMR168+CT5D SMR204+CT6D SMR60+CT2C SMR84+CT3C SMR106+CT4C SMR132+CT5C SMR156+CT6C SMR180+CT7C SMR204+CT8C SMR60+CT2C SMR84+CT3C SMR120+CT4C SMR144+CT5C SMR168+CT6C SMR192+CT7C SMR216+CT8C SMR72+CT2B SMR96+CT3B SMR132+CT4B SMR156+CT5B SMR192+CT6B SMR216+CT7B • SMR72+CT2E SMR106+CT3E SMR132+CT4E SMR168+CT5E SMR192+CT6E • So/arMount Price List and Sizing Charts ................. .i.......... ..................... ............................................................ 3 When to Choose Bottom Mounting CB Series Clips Select bottom mounting clips if you plan to attach modules to rails prior to final installation. This installation sequence is well suited whenever rows of modules must be pre -wired. Bottom mounted installations also- use space more efficiently. Space between modules is not required and rails need not extend past the end modules. Clips are more often used than clamps in ground mount installations and with adjustable tilt legs because the modules and rails are usually pre -assembled for these installations. The use of clips on flush mount roof installations is generally more difficult than top mounting clamps. See details regarding these limitations at www.unirac.com/solarmount.htm. Rail length In inches r— Number of modules accommodated SMD 17n + CBd Sizing Chart 2: Select Rail Sets (SMR) + Bottom Mounting Clip Sets (CB) Number of modules to be mounted per row Module make and mode/ 2 3 4 5 6 7 8 SM R106+CB2 SM R156+CB3 SM R204+CB4 SMR48+CB2 ASE SMR84+CB4 300 SMR132+CB6 AstroPower SMR60+CB2 AP65, AP75 SMR106+CB4 AP110, AP120 SMR156+CB6 AP150 • BP Solar SMR132+CB4 275, 380, 585, SX75TU SMR192+CB6 3160, 4160, 5170 SMR48+CB2 MSX120 SMR96+CB4 SX110, SX120 SMR132+CB6 SX150 SMR72+CB2 Evergreen SMR132+CB4 EC94, EC102, EC110 SMR192+CB6 Kyocera SMR84+CB2 KC70, KC80, KC120 SMR168+CB4 KC158G Photowatt SMR60+CB2 PW750 SMR120+CB4 PW1000 SMR180+CB6 PW1250 SMR72+CB2 PW1650 SMR132+CB4 Sanyo SMR192+CB6 Sharp SMR60+CB2 80 SMR106+CB4 123 SMR156+CB6 165 (Schott), 175 SMR60+CB2 Shell (Siemens) SMR106+CB4 SM100, SM110 SMR156+CB6 SP65, SP70, SP75 SMR84+CB2 SP130, SP140, SP150 SMR156+CB4 SunWize SW85, SW90, SW95 SMR48+CB2 SW115, SW120 •UniSolar SMR120+CB5 SMR132+CB6 US42, US64 SMR60+CB2 US116 SM R106+CB2 SM R156+CB3 SM R204+CB4 SMR48+CB2 SMR72+CB3 SMR84+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR168+CB8 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR192+CB7 SMR216+CB8 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 SMR216+CB7 SMR48+CB2 SMR72+CB3 SMR96+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR180+CB8 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 SMR84+CB2 SMR120+CB3 SMR168+CB4 SMR204+CB5 SMR60+CB2 SMR96+CB3 SMR120+CB4 SMR144+CB5 SMR180+CB6 SMR204 +C137 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR180+CB7 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR180+CB7 SMR216+CB8' SMR84+CB2 SMR120+CB3 SMR156+CB4 SMR204+CB5 SMR48+CB2 SMR72+CB3 SMR96+CB4 SMR120+CB5 SMR132+CB6 SMR156+CB7 SMR180+CB8 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR144+CB5 SMR168+CB6 SMR192+CB7 SMR216+CB8 SMR72+CB2 SMR106+CB3 SMR132+CB4 SMR168+CB5 SMR204+CB6 SMR96+CB2 SMR132+CB3 SMR180+CB4 SMR216+CB5 Sanyo modules have no module mounting holes and thus cannot be used with bottom mounting clips SMR48+CB2 SMR72+CB3 SMR84+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR168+CB8 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR168+CB6 SMR192+CB7 SMR216+CB8 SMR72+CB2 SMR106+CB3 SMR132+CB4 SMR168+CB5 SMR204+CB6 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR192+CB7 SMR216+CB8 SMR48+CB2 SMR72+CB3 SMR84+CB4 SMR106+CB5 SMR132+CB6 SMR156+CB7 SMR168+CB8 SMR72+CB2 SMR106+CB3 SMR132+CB4 SMR168+CB5 SMR204+CB6 SMR48+CB2 SMR72+CB3 SMR96+CB4 SMR120+CB5 SMR144+CB6 SMR168+CB7 SMR192+CB8 SMR60+CB2 SMR84+CB3 SMR106+CB4 SMR132+CB5 SMR156+CB6 SMR180+CB7 SMR204+CB8 SMR60+CB2 SMR96+CB3 SMR120+CB4 SMR156+CB5 SMR180+CB6 SMR216+CB7 SMR72+CB2 SMR96+CB3 SMR132+CB4 SMR156+CB5 SMR192+CB6 SMR216+CB7 4.............................................................................;,. SolarMount Price List and Sizing Charts . Adjustable Tilt Legs Select the orientation—high profile or low—and leg length for your array. Charts 3 and 4 list the range of tilt angles for each combination of leg kits and modules or rail sets. For low -profile installations, be sure the total number of legs (not kits) equals half the number of L -feet in your rail sets (listed with rail set prices, page 1). For example, order two TLL2 kits (4 legs total) for an SMR192 rail set (8 L -feet). For high-profile installations, order one TLH leg kit for each rail set. H = high profile; L = low profile � r— Number of legs per kit Maximum length of (longer) leg in inches TLH Series \\ high-profile legs TLL Series low -profile legs SolarMnt rail sets High profile leg kits (1 leg per rail) TLH2-12 TLH2-44 TLH2-72 SolarMnt rail sets Highprorile leg kits (2 legs per rail) TLH4-18 TLH4-64 TLH4-104 SMR48 9-21 31-60+ NA SMR120 5-10 17-38 27-60+ SMR60 7-17 24-60+ 40-60+ SMR132 4-9 15-35 24-59 SMR72 6-14 20-54 33-60+ SMR144 4-8 14-32 22-53 SMR84 5-12 17-46 28-60+ SMR156 4-8 13-29 20-49 SMR96 4-10 15-40 24-60+ SMR168 3-7 12-27 19-45 SMR106 4-9 13-36 22-60 SMR180 3-7 11-25 18-42 SMR192-216 Not recommended Module make and model Low profile leg kits (2 or 3 legs per kit) TLL2-12 TLL2-30 TLL2-44 or or or TLL3-12 TLL3-30 TLL3-44 • ASE 300 6-13 13-34 20-50 AstroPower AP65, AP75 9-20 21-54 31-60+ AP110, AP120 7-17 17-43 25-60+ AP150 6-13 14-34 20-51 BP Solar 275, 380, 585, SX75TU 9-20 21-53 31-60+ 3160, 4160, 5170 7-15 16-40 23-60+ MSX120 10-22 23-58 34-60+ SX110, SX120 8-17 18-44 26-60+ SX150 7-15 16-40 23-60+ Evergreen EC94, EC102, EC110 7-16 16-40 24-60+ Kyocera KC70, KC80 11-25 27-60+ 39-60+ KC120 8-17 18-45 26-60 KC158G 9-19 20-50 29-60+ Photowatt PW750, PW1250, PW1650 9-20 21-52 30-60+ PW1000 8-18 19-48 28-60+ Sanyo HIT167, HIT175, HIT180 8-19 19-49 28-60+ • Sharp 80 9-20 21-54 31-60+ 123 7-16 17-43 25-60+ 165 (Schott), 175 7-16 16-40 24-60+ Shell (Siemens) SM100, SM110 8-19 19-48 28-60+ SP65, SP70, SP75 9-20 21-54 31-60+ SP130, SP140, SP150 7-15 16-39 23-60 SunWize SW85, SW90, SW95 8-17 18-44 26-60+ SW115, SW120 8-17 18-44 26-60+ UniSolar US42, US64 8-18 19-47 27-60+ US116 4-10 10-26 15-39 Standoffs STR raised -flange standoffs fasten directly to rails. Order sufficient standoffs to replace L -feet in rail sets. STF flat -top standoffs support strut or other stringers to which L -feet attach. Spacing required to support the load on the stringer and other considerations determine the number of standoffs. Order 3-, 4-, 6-, or 7 -inch standoffs to raise rails above roofing material. r— F = flat top; R = raised flange S%P� Height of standoff In Indies • Job ` Truss Truss Type Qty _ Ply LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-" on center bracing. R2240395 M169 B SCISSORS ' 15 1 REACTIONS (lb/size) 1=1333/0-5-8.10=1333/0-5-8 moss lumber, KtUUINU, UA WDUUl 9.v-oe b MUa a +baa rvu,on n,uuaa, , nr. ,nu w. w --- ,v.... • -w- • Scale = 1:73.4 4-3-10 8-1-13 12-0-0 16-5.1 20-10-3 25.3-4 29-8-5 341-7 39-5-8 4-3-10 3-10-3' 3-10-3 4-5.1 4-5-1 4-5-1 4-5-1 4-5-1 5-4-1 6x6-- 4 2.43 LL2 4x10zz 6-2-11 12-0-0 18-7-10 25.3-4 31-10-14 39-5-8 6-2-11 5.9-5 6-7-10 6-7-10 6-7-10 7-6-10 I� 0 lC4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 7.0 SPACING 2-M Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.98 BC 0.87 WB 0.86 DEFL (in) (loc) Udefl Vert(LL) -0.59 12 >798 Vert(TL) -1.00 12 >471 Horz(TL) 0.47 10 n/a 1 st LC LL Min I/defl = 360 PLATES GRIP M20 220/195 Weight: 181 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-" on center bracing. WEBS 2 X 4 DF Stud/Std-G + WEDGE r Left: 2 X 4 OF Stud/Std REACTIONS (lb/size) 1=1333/0-5-8.10=1333/0-5-8 Max Horz1=-143(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=3033, 23=-2880, 3-4=-2495, 4-5=-2252, 5.6=-3439, 6-7=-4634, 7-8=-4634, 8-9=-5469, 9-10=-5690 BOT CHORD 1-15=2558, 1415=2398, 13-14=2905, 12-13=3662, 11-12=5014, 10-11=5350 WEBS 2-15=-92, 3-15=188, 3-14=302, 414=1936, 5-14=-956, 5-13=869, 6-13=-669, 6-12=1041, 7-12=-239, 8-12=-612, 8-11=270, 9-11=-151 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 20 ft above ground level, using 7.0 psf top chord dead load and 7.0 psf bottom chord dead load, 150 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing atjoint(s)1, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. DEPAR I Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /8 C2 C3 J5 2. Cut members to bear tightly against each 0 other. o �. 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 C6 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%'at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. - dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. 'if spacing, or less, no'ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. 401, WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks im BEARING of construction materials. Indicates location of joints at 14.- Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. ` prior approval of a professional engineer. 15: Care should be exercised in handling, erection ® sand installation of trusses. TM e HYDRO A/R a PANEL CLIP ©1993 Mit®k Holdings, Inc.-,/ GANG -NAIL ® - Job Truss Truss Type Oty Ply PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.21 Vert(LL) n/a n/a R2240396 M169 BE SCISSORS 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 Na moss lumber. Kt:UUINU, 6A MODU11 b ^U9 a , - I oWw . 4-3-10 B-1-13 12-0-0 1 16-51 20-10-3 25-3-4 29-8-5 34-1-7 39-5-8 Scale = 1:73.8 4-3-10 3-10-3 3-10-3 4-51 4-5-1 4-51 4-5-1 4-5-1 5-4-1 3x6= 7.67 12 0 11 12 4.67 12 13 14 15 16 -P 17 18 19 3 21 22 5x5-- 4 x5-48 474645 44 23 24 h qY 1 5o 49 3x6: 43 42 41 25 26 N O � 53 52 51 40 39 38 37 27 3x5= 36 35 � SUPP. 2.5612 SUPP. 33 32 31 30 28 [y 0 5x5= 6-2-11 12-0-0 18-7-10 25-3-4 31-10-14 39-5.8 6-2-11 5-9.5 6-7-10 6-7-10 6-7-10 7-6-10 LOADING (psf) SPACING 2-M CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.21 Vert(LL) n/a n/a M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.13 Vert(TL) Na - Na BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 Na BCDL 7.0 Code UBC/ANSI95 (Matrix) 1st LC LL Min Vdefl = 360 Weight: 211 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 6-M on center pudin spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 1=57/39-5-8, 46=7/39-5-8, 31=134/39-5-8, 47=87/39-5-8, 48=91/39-5-8, 49=91;39-5-8, 50=91/39-5-8, 51=90/39-5-8, 52=93/39-5-8, 53=79/39-5-8, 54=125/395-8, 45=87/39-5-8, 4441/395-8, 43=91/39-5-8,42=91/39-5-8,41=91/39-", 40=91/395-8, 39=91/395-8 Max Horz1=61(load case 5), 31=6(load case 2), 47=-1(load case 2), 53=1(load case 2), 54=-2(load case 6), 45=1(load case 2) Max Grav46=17(load case 2), 31=134(load case 1), 47=87(load case 1), 48=93(load case 6), 49=91(load case 1), 50=91(load case 1), 51=90(load case 6), 52=93(load case 1), 53=79(load case 6), 54=125(load case 6), 45=87(load case 1), 44=93(load case 7), 43=91(load case 1), 42=91(load case 1), 41=91(load case 7), 40=91 (load case 1), 39=91 (load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=19, 2-3=34, 3-4=-31, 4-5=31, 5.6=31, 6-7=31, 75=-31, 8-9=-31, 9-10=31, 10-11=23,11-112=-24,12-113=-24, 13-14=-24, 14-15=-24, 15-16=-24, 16-17=-24, 17-18=-24, 18-19=-24, 19-20=-24, 20-21=-24, 21-22=-24, 22-23=-24, 23-24=-24, 24-25=-27, 25-26=-17, 26-27=-68, 27-28=-84 BOT CHORD 1-54=3, 53-54=2, 52-53=2, 51-52=2, 50-51=2,49-50=2,48-49=2. 47-48=2, 46-47=1, 4546=-1, 44-45=-2,43-44=-2, 42133=-2, 41-42=-2, 40-41=-2, 39-40=-2, 3839=-2, 37-38=-2, 36-37=-2, 35-36=-2, 3435=-2, 3334=-2, 3233=-2, ` 3132=-2, 3031=-2, 2930=-2, 28-29=5 WEBS 9-47=-71, 8-48=-72, 7149=-72, 6-50=-72, 5-51=-72, 4-52=-73, 3-53=-66, 2-54=-92,11-45=-71, 12-44=-72, 13-43=-72, 14-42=-72, 1541=-72, 16-40=-72, 17-39=-72, 18-38=-72, 1937=-72, 20-36=-72, 21-35=-72, 22-34=-71, 23-33=-75, O� 2432=-67, 2531=-97, 2630=62, 27-29=-302 OQR .jy. NOTES ,,� P, M� Fti 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 20 ft above ground level, using 7.0 psf top chord dead load and 7.0 psf bottom chord dead load, 150 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are NO. 0056791 exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is EXP 6.30.0) 1.33 3) For studs exposed to wind; see MTek'Standard Gable End Detaii" - 4) All plates are M20 plates unless otherwise indicated. �� Q 5) All plates are 1.5x4 M20 unless otherwise indicated. �!F 6) Gable requires continuous bottom chord bearing. JF J 7) Gable studs spaced at 1-" on center. A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE OCt b2r91999 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual ^ building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual yk web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing the overall structure is the responsibility of the building designer. For general guidance � � . regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- N► 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss �111 [[[ Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. V8 V8� Cz QJ5 2. Cut members to bear tightly against each 0 other. 0 �. 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane = CL " v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted, continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13./ Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Indus! 3s, Inc. prior approval of.a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO AQ PANEL ©I99i Mitek Holdings,. Inc. CLIP -�• _ _ - , GANG"NAIL ® "� Job Truss Truss Type Oty Ply 82240396 M169 BE SCISSORS 1 1 moss IumDer, KtUUINk2, UA WOW I y.v-ac a nuv v r vvv ,m r an NOTES 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Bearing at joint(s)1, 51, 52, 53, 54, 38, 37, 36, 35, 34, 33, 32, 28 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 Ib uplift at joint 30. 12) This truss has been designed with ANSUTPI 1-1995 criteria. Standard A WARNING Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 0"1Y Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual v -Y + e i �q �A � M , building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of �G DEPA-11, component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual �'. � web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Y � Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-Mg 666��} ;iry��p/VE i•?Y 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ,MITek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION - Failure to Follow Could Cause Property 1 3/Q Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. Va 1/8+ C2 C3 J5 2. Cut members to bear tightly against each 0 CL 05 �., 3 0 other. 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane 0 � U U at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices Ce C,C plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek InduslTl as, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. M� ® TM HYDRO A/R 0 PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Job Truss Truss Type Ory Ply 4) Gable studs spaced at 1-4-0 on center. Q /r1A G1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcu rre nt with any other live loads per Table No. 16-B, UBC -94. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should R2240397 M169 BS SCISSORS 5 1 1 moss lumoer, KtuullVv, t.A eouu r QI 9 v.v-oz a ICU , o , aaa I-. — ...... ,oa, ,, ,- , n — — , , — — , — , U. , 4-3-10 i 8-1-13 ', 12-0-0 16-5-1 20-10.3 i 25.3-4 29-8-5 , 34-1-7 39-5.8 f-- 4-3-10 3-10-3 3-103 4-5-1 4-5.1 4-5.1 4-5.1 4-5-1 5-4-1 lox10z�- 3x4,i 3x7\\ 3x4 ,i 7.67 12 3x4 i I 3x4 i5,� 3x6 3x4,i 30 5x5= 3x4= 2.56 12 3x4 30 3x4 1X411(7YP) 9 10 3x8 // 3x4-- 4.67 112 11 lox10z�- 1213 14 3x4 3x611 15 3x4 3x4-- 16 3x4 17 tOx10-- 1s 20 21 3x4 5x5= 2922 3x4-- 5x10= 3x4 N 28 23 3x4 4 x 4 Y7 6x8- 26 2�4 )� 2.43 12 c 3x4= 7x8- 5x8-- 6-2-11 12-0-0 18-7-10 25-3-4 31-10-14 39-5-8 6.2-11 5-9-5 6-7-10 6.7-1D 6-7-10 7.6-10 (s:0-8-1 [22:0-5.0,0-6.6), [23:0-14,0-1-14), LOADING (psf) SPACING 3-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL - 20.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.23 26-27 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.79 Vert(TL) -0.39 26-27 >848 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.04 25 n/a BCDL 7.0 Code UBC/ANSI95 (Matrix) 1 st LC LL Min Udefl = 360 Weight: 305 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed or 4-1-14 on center purlin spacing. BOT CHORD 2 X 4 OF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 43-3 on center bracing. WEBS. 2 X 4 OF Stud/Std-G WEBS 1 Row at midpt 9-29 OTHERS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 1=-430/0-",29=3486/0-5-8.25=950/0-5-8 Max Hort1=-216(load case 3) Max Upliftl=-735(load case 7) Max Gravl=131(load case 6), 29=3486(load case 1), 25=971(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=1625, 23=1738, 3-4=1952, 4-5=2036, 5-6=2115,6-7=2747. 7-8=2859, 8-9=2880, 9-10=2603, 10-11=2566, 11 -12=2549,12 -13=2497,13 -14=697,14 -15=623,15-16=574,16-17=-1410,17-18=-1457,18-19=-1469, 19 -20= -1364,20 -21=-1401,21-22=-1474,22-23=-3244,23-24=-4047,24-25=-907 BOT CHORD 130=-1409, 29-30=-1990, 28-29=-1189, 27-28=119, 26-27=2639, 24-26=3816 WEBS 3-30=-395.6-30=487, 6-29=-497, 9-29=-2772, 13-29=-1560, 13-28=1348, 16-28=-1072, 16-27=1714, 19-27=341, 22-27=-1287,22-26=605,23-26=-744 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) For studs exposed to wind, see MiTek 'Standard Gable End Detail'. 3) All plates are M20 plates unless otherwise indicated. 4) Gable studs spaced at 1-4-0 on center. Q /r1A G1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcu rre nt with any other live loads per Table No. 16-B, UBC -94. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should NO. 0056791 verify capacity of bearing surface. EXP 0.30.01 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 Ib uplift at joint 1. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard�rF NOTE. UPPER TOP CHORD MEMBER TO BE ATTACHED TO LOWER TOP ' CHORD MEMBER WITH 1.5X4 M20 CONN. PLATES AT 241N. O.C. OR PURLIN SPACING, W711CREVER ONE IS tESS AtONG 101- CHORD(EXCEPI AS SHOWN). dS,ALIdO EDVWITEIIW2411NAOB)lH 'Rf$ELWDIN/T(ByUSE a 0-6ot�e,Fe29',1999 ,&OVWGPPCHORPjtiC)TsG#i�6lf�i Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individualµ� E building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of RAT D %ip0AJT,2 000 �/-+♦r component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual -AM web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. IM, nn8 permanent bracing of the overall structure is the responsibility of the building designer. For general guidancerti�_i.Li� fabrication, control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- r�+�(�---"'---aaa,,,Additional �� h 4regarding Pop L'✓ IE �.c - quality -1 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. i Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ♦ 1 3/4 Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each 0 o c L. other. 3. Place plates on each face of truss at each ' 3 O joint and embed fully. Avoid knots and wane O " U at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 C6 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT' FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown:-�- 11.0Do not overload roof or floor frusses with stacks TM BEARING Iml ' of construction materials. ' Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek InduslTles, Inc. 4 prior, approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. ® TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAILQD MiTek° Re: m 169 MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916) 6317811 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Moss Lumber Pages or sheets covered by this seal:R2240393 thrd R2240401 My license renewal date for the state of California isJune 30, 2001. 100 1999 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSMI-1995 Sec. 2. I Roberts Consulting Engineering. #99-1352 Alan and Barbara Goudey XHoIddowns missing from Lines C and D at rear. Holdown shown on cline 4, where none is called for, believe it to be holddown for Line C in wrong place /3/) hear transfer detail at lines C and B, roof to plate. Plan Check Comments Goudy Residence 1. No. 1 — Holddowns for Wall Lines C u D are shown on plan. 2. No. 2 Holddown shown at wall line 4 is for 13'-0" wall on Wall Line B. Holddown was moved to the end of the 13'-0" wall on Line B. 3. No. 3 — Added detail showing shear transfer at Wall Lines B & C. See Sheet 4. Charles). Roberts, PE (530) 894-8801 6 / A ROBERTS CONSULTING ENGINEERING 336 Broadway #7 Chico, CA 95928 (530) 894-8801 Plan Check Comments Goudy Residence 1. No. 1 — Holddowns for Wall Lines C u D are shown on plan. 2. No. 2 Holddown shown at wall line 4 is for 13'-0" wall on Wall Line B. Holddown was moved to the end of the 13'-0" wall on Line B. 3. No. 3 — Added detail showing shear transfer at Wall Lines B & C. See Sheet 4. Charles). Roberts, PE (530) 894-8801 6 / A AUG .0 5 iggg g�T�gp, � SNS ON g��L@1N STRUCTURAL CALCULATIONS RCE Job ##99.104 for Goudey Residence APN: 58-67-016 Calculation Index: Page # • Gravity Loads 1 • Lateral Analysis LI — L9 Revision Summary: Rev. 0 Initial Issue QRaFEssg 93 C� ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8L Website: http://www.r-c-e.com 07/27/99 - Goudey Residence - RCE Job No. 99-104 Pg. 1 Gravity Loads: Roof Dead Load 7/16" OSB Ply. 1.7 psf Slope= Trusses @ 24" o.c. 5.0 psf 6 Comp Roof 5.0 psf to 1/2" Gyp 2.2 psf 12 Insul. 1.0 psf Misc. 2.1 psf Total sloped 17.0 psf Total horiz 19.0 psf Total axial 7.6 psf Roof Live Load Construction 16.0 psf Wall Dead Load 3/8" CDX Ply. 1.5 psf (Exterior) 2x Framing @ 16" o.c. 1.3 psf Stucco Siding 1/2" Gyp 2.2 psf Stucco 8.0 psf Insul. 1.0 psf Misc. 2.0 psf Total 16.0 psf Wall Dead Load 3/8" CDX Ply. 1.5 psf (Interior) 2x Framing @ 16" o.c. 1.1 psf '/i" Gyp 4.4 psf Insul. 1.0 psf Misc. 2.0 psf Total 10.0 psf W W W W W W = S = VIN VI coo VI 0 0 �N C; N N N N N 3 .'G �.C.c 99,10 I ��LI 07/27/99 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 Wind Loads -- Method 1 p= Ce•Cq•gs•I IWW OLW IWR OWR OLR OPR P= P= P= P= P= P= Wind Spee 75 mph Exposure: C where; Lines C - D Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' Ce = 1.19 @ 20 to 25' Ce = 1.23 @ 25 to 30' Ce = 1.31 @ 30 to 40' Ce = 1.43 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs = 14.4 psf I = 1.00 Importance Factor of Slope = 6 Rise to 12 Horiz. Wind Loading @ Roof Tributary Normal Resultant Horizontal Pressure @ Lines 1 - 5, Lines C - D Area Pressure Force (IWW) @ 0 to 15' 6.50 feet @ 12.2 psf = 79 lbs. (IWW) @ 0 to 15' Mean Roof Height = 18.00 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 1 1.1 psf 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 85 lbs. 6.50 feet @ 7.9 psf = 52 lbs. (OLW) @ 15 to 20' Normal 12.00 feet @ 4.8 psf = 57 lbs. (IWR) @ 15 to 20' @ 15 to 20' 12.00 feet @ 111.1 psf = 133 lbs. (OLR) @ 15 to 20' 65 lbs. (IWW) @ 15 to 20' Fp =1 321 Of - horiz. (IWW) Wind Loading @ Roof @ Lines A - B Mean Roof Height = 12.00 feet Uplift Pressure = 10.7 psf nd Loading @ Roof Lines B - C Mean Roof Height = 18.00 feet Uplift Pressure = 11.1 psf Tributary Area 4.50 feet @ 0.00 feet @ 0.00 feet @ 4.50 feet @ 8.00 feet @ 8.00 feet @ Tributary Area 6.00 feet @ 5.00 feet @ 0.00 feet @ 11.00 feet @ 0.00 feet @ 0.00 feet @ Normal Resultant Horizontal Normal Pressure Force Lines C - D 12.2 psf = 55 lbs. (IWW) @ 0 to 15' 13.0 psf = 0 lbs. (IWW) @ 15 to 20' 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 7.6 psf = 34 lbs. (OLW) @ 0 to 15' 4.6 psf = 37 lbs. (IWR) @ 0 to 15' 10.7 psf = 85 lbs. (OLR) @ 0 to 15' feet @ Fp =1 211 Of - horiz. 35 lbs. (OLW) Normal Resultant Horizontal 9.00 Pressure Force 42 lbs. (IWR) @ 15 to 20' 12.2 psf = 73 lbs. (IWW) @ 0 to 15' 13.0 psf = 65 lbs. (IWW) @ 15 to 20' 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 7.9 psf = 87 lbs. (OLW) @ 15 to 20' 4.8 psf = 0 lbs. (IWR) @ 15 to 20' 11.1 psf = 0 lbs. (OLR) @ 15 to 20' Fn =I 99A nlf - hnri7 ind Loading @ Roof Tributary Normal Resultant Horizontal Lines C - D Area Pressure Force 4.50 feet @ 12.2 psf = 55 lbs. (IWW) @ 0 to 15' Mean Roof Height = 16.00 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 10.8 psf 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 4.50 feet @ 7.7 psf = 35 lbs. (OLW) @ 15 to 20' 9.00 feet @ 4.6 psf = 42 lbs. (IWR) @ 15 to 20' 9.00 feet @ 10.8 psf = 97 lbs. (OLR) @ 15 to 20' Fp =1 229 Of - horiz. 07/27/99 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 ?,� I-3 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.483 *W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5*Ca*I)/R *W = 0.164 *W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) hn = 22.00 feet R = 5.5 Plywood Shear Walls P= 0.164 *W Soil Profile Type SD Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.020 All other Buildings T = 0.203 (Method A) Ca = 0.36- Table 16-Q Cv = . 0.54 Table 16-R Nv = 1.0 Table 16-S Na = 1.2 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 27.00 feet of Roof @ 19.00 psf @ Lines 1 to 2 4.50 feet of Ext. Wall @ 16.00 psf 9.00 feet of Int. Wall @ 10.00 psf V = 1 10 Of - horiz. ULT 79 If - horiz. W/SE T/1.4 Seismic Roof Loading Tributary Weights = 40.00 feet of Roof @ 19.00 psf @ Lines 2 to 3 0.00 feet of Ext. Wall @ 16.00 psf 9.00 feet of Int. Wall @ 10.00 psf V = 1 139 Of - horiz. ULT 99 If -horiz. W/S ULT/ 1.4 Seismic Roof Loading Tributary Weights = 26.00 feet of Roof @ 19.00 psf @ Lines 4 to 5 4.50 feet of Ext. Wall @ 16.00 psf 9.00 feet of Int. Wall @ 10.00 psf V = 107 plf - horiz. ULT 77 pif - horiz. W/S ULT/1.4 Seismic Roof Loading Tributary Weights = 29.00 feet of Roof @ 19.00 psf @ Lines A to B 9.00 feet of Ext. Wall @ 16.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 114 Of - horiz. ULT 81 plf - horiz. W/S ULT/1.4 Seismic Roof Loading Tributary Weights = 38.00 feet of Roof @ 19.00 psf @ Lines B to C 12.00 feet of Ext. Wall @ 16.00 psf 6.00 feet of Int. Wall @ 10.00 psf V = 1 159 Of - horiz. ULT 114 pff - horiz. W/S ULT/1.4 Seismic Roof Loading Tributary Weights = 36.00 feet of Roof @ 19.00 psf @ Lines C to D 9.00 feet of Ext. Wall @ 16.00 psf 9.00 feet of Int. Wall @ 10.00 psf V = 150 Of - horiz. ULT 107 pif - horiz. W/S ULT/1.4 07/28/99 - Lateral Analysis - Goudey Residence - R.C.E. job 99-104 Note: In the East-West direction, the Wind loads were distributed to Lines 1, 3 & 4 and to 2 & 5 based on the ratio of wall line length to total length of the building. Lateral Load Summary Wall Line ID Tributary Length ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) kips) Controlling Load Case 1 17.00 79 93 1.341 1.584 Wind Controls 2 (B to C) 1 17.00 1 79 1 138,71 1.341 1 2.349 1 Wind Controls 2 C to D) 16.00 99 90 1.589 1 1.440 1 Seismic Controls 3 -North Side 13.00 99 138 1.291 1.796 Wind Controls 3 -South Side 8.00 99 138 0.795 1.106 Wind Controls 4 13.50 77 90 1.035 1.215 Wind Controls 5 13.50 77 106 1.035 1.432 Wind Controls A 12.50' 81 211 1.015 2.643 Wind Controls B -West Side 12.50 81 211 1.015 2.643 Wind Controls B -East Side 19.30 114 226 2.197 4.355 Wind Controls C -Westside 19.30 114 226 2.197 4.355 Wind Controls C -East Side 13.00 107 229 1.395 2.976 Wind Controls D 13.00 1 107 229 1.395 1 2.976 Wind Controls Note: In the East-West direction, the Wind loads were distributed to Lines 1, 3 & 4 and to 2 & 5 based on the ratio of wall line length to total length of the building. 08/03/99 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 SHEAR STRESSES AND SHEAR ANCHORAGE SUMMARY Wall ine ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) Wallrag Stresses (pin Length (feet) Horizontal Diaphragm Lengths U Stresses Sill Plate ShearMnchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (plf) (feet) (plf) West Side East Side North Side South Side A@ Roof Level A@ Foundation 1@ Roof Level 1@ Foundation 1.34 1.58 16 99 - n/a 25 63 0.500 0.818 48 inches o.c. B@ Roof Level B@ Foundation 2@ Roof Level 2@ Foundation 2.93 3.79 26.00 146 n/a 50 76 0.500 0.818 48 inches o.c. C@ Roof Level C@ Foundation 3@ Roof Level 3@ Foundation 2.09 2.90 13 223 n/a 38.5 47 38.5 29 0.500 0.818 36 inches o.c. D@ Roof Level D@ Foundation 4@ Roof Level 4@ Foundation 1.03 1.21 25 49 n/a 25 49 0.500 0.818 48 inches o.c. 5@ Roof Level 5@ Foundation 1.03 1.43 18 80. n/a 25 57 0.500 0.818 48 inches o.c. Wall ine ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) Wallrag Stresses (pin Length (feet) Horizontal Diaphragm Lengths Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (pin (feet) (pin West Side East Side A@ Roof Level A@ Foundation 1.02 2.64 8 330 n/a 29 91 0.500 0.818 24 inches o.c. B@ Roof Level B@ Foundation 3.21 7.00 23 304 n/a 29 91 36 121 0.500 0.818 32 inches o.c. C@ Roof Level C@ Foundation 3.59 7.33 25 293 n/a 36 121 36 83 0.500 0.818 32 inches o.c. D@ Roof Level D@ Foundation 1.39 2.98 I 29 1 103 n/a 36 83 0.500 0.818 48 inches o.c. 3 r 07/28/99 - Lateral Analysis - Goudey Residence - R.C.E. job 99-104 P� 11 Chord 81 Drag Force Summary (worst cases) Chord Data Unit Load (w) Seismic Wind (plo (plo Max Chord (T) = (Kis Force w•LZ 8•D # Nails Required At Each Chord Chord Chord Line Length (L) ft Depth (D) ft) —Boundary House Roof Diaphragm Chord Forces A 81 B 1 812 25 25 81 211 0.66 6 Sinker B 8z C 2 8z 3 39 32 114 226 1.31 11 Sinker I 8z 2 C 8z D 32 26 79 215 1.08 — 9 Sinker Nail Size = Nail Shear Capacity = Max Number Required 16d Sinker Nails 125 pounds 1 1 Sinker Nails 11 08/03/99 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 Wall ine Lateral Loada Wall AppliedForces Applied orces esisung Resistive et Uplift Comments ID * Load Type Height Length Uniform Point I OTM I Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (klf) (kips) (foot -kips) (klf) (kips) (foot -kips) (kips) Simpson Products ere s are checked at both ends of a shear wall, the following convention is employed: At lettered wall lines, the West end is referenced first. At numbered wall lines, the North end is referenced first. 1 1.34 Seismic 9.00 4.00 3.02 0.371 2.52 0.124 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 1 st Level 9.00 4.00 3.02 0.371 2.52 0.124 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 9.00 4.00 3.02 0.371 2.52 0.124 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 9.00 ^ 4.00 3.02 0.371 2.52 0.124 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 1.58 Wind 9.00 4.00 0.200 5.16 0.412 2.20 0.741 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 9.00 4.00 0.200 5.16 0.412 2.20 0.741 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 9.00 4.00 0.200 5.16 0.412 2.20 0.741 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. -re 9.00 4.00 0.200 5.16 0.412 2.20 0.742 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. ismic w x POST 8E SSTB 16 A.B. 1st Level 9.00 5.00 4.37 0.371 3.94 0.086 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 9.00 4.00 3.50 0.371 2.52 0.243 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 13:00 9.00 11.36 0.429 14.75 No Net Upliftl No Holdown Required! 16.00 5.50 8.55 0.230 2.96 1.015 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 13.00 4.00 5.05 0.187 1.27 0.944 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 3.79 Wind 9.00 2.67 0.200 3.73 0.412 0.98 1.030 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 9.00 5.00 0.200 8.15 0.412 3.44 0.943 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 9.00 4.00 0.200 6.12 0.412 2.20 0.981 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 13.00 9.00 14.69 0.208 5.62 1.009 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 16.00 5.50 11.05 0.256 2.58 1.540 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 13.00 4.00 6.53 0.208 1.11 1.355 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. JT r 08/03/99 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 . Wall ine LateralLoada a Applied orces Applied orces esisting Resistive) et p i Comments ID * Load Type Height Length Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (klf) (kips) (foot kips) (klf) (kips) (foot kips (kips) Simpson Products ere s are checked at both ends of a shear wall, the following convention is employed: At lettered wall lines, the West end is referenced first. At numbered wall lines, the North end is referenced first. 3 2.09 Seismic 16.00 6.00 15.40 0.230 3.53 1.980 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 1st Level 12.00 4.00 7.70 0.173 1.18 1.632 PHD2 w/ DBL 2x POST 8E SSTB16 A.B. 9.00 3.00 4.33 0.130 0.50 1.279 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 2.90 Wind 16.00 6.00 21.43 0.256 3.07 3.060 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 12.00 4.00 10.72 0.192 1.02 2.423 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 9.00 3.00 6.03 0.144 0.43 1.865 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 4 1.03 Seismic 8.00 25.00 8.28 0.283 75.13 No Net Uplift! No Holdown Required! 1 st Level 1.21 Wind 8.00 25.00 0.139 53.11 0.314 65.47 No Net Uplift! No Holdown Required! 5 1.03 Seismic 8.00 9.00 4.14 0.283 9.74 No Net Uplift! No Holdown Required! 1 st Level 8.00 9.00 4.14 0.283 9.74 No Net Uplift! No Holdown Required! 1.43 Wind 8.00 9.00 0.139 11.35 0.314 8.48 0.318 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 8.00 9.00 0.139 11.35 0.314 8.48 0.318 PHD2 w/ DBL 2x POST 8z SSTB 16 A.B. A 1.02 Seismic 8.00 4.00 4.06 0.115 0.78 0.819 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 1 st Level 8.00 4.00 4.06 0.115 0.78 0.819 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 2.64 Wind 8.00 4.00 10.57 0.128 0.68 2.472 PHD2 w/ DBL 2x POST 8z SSTB 16 A.B. 8.00 4.00 10.57 0.128 0.68 2.472 PHD2 w/ DBL 2x POST 8z SSTB 16 A.B. -50 00 08/03/99 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 Wall ine Lateral Loada a Applied orces 1 pp ie Forces Resisting OTM Resistive Net Uplift Comments ID * Load Type I Height I Length I Uniform Point I OTM Uniform Point OTM Force Used 100% of Tabulated Values. See Note (kips) I (feet) (feet) (klf) (kips) (foot -kips) (klf) (kips) (foot -kips) (kips) Simpson Products ere s are checked at both ends of a shear wall, the following convention is employed;.___ At lettered wall lines, the West end is referenced first. At numbered wall lines, the North end is referenced first. B 3.21 Seismic 9.00 - 13.00 16.34 0.398 28.57 No Net Uplift! No Holdown Required! l st Level 9.00 10.00 12.57 0.398 16.91 No Net Uplift! No Holdown Required! 7.00 Wind 9.00 13.00 0.222 54.37 0.442 24.90 2.267 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 9.00 10.00 0.222 38.49 0.442 14.73 2.376 PHD2 w/ DBL 2x POST u SSTB16 A.B. C 3.59 Seismic 9.00 12.00 15.51 0.398 24.35 No Net Uplift! No Holdown Required! 1 st Level 9.00 13.00 16.81 0.398 28.57 No Net Uplift! No Holdown Required! 7.33 Wind 9.00 12.00 0.222 47.67 0.442 21.22 2.204 PHD2 w/ DBL 2x POST 8E SSTB16 A.B. 9.00 13.00 0.222 53.08 0.442 24.90 2.168 PHD2 w/ DBL 2x POST 8E SSTB16 A.B. D 1.39 Seismic 9.00 13.00 5.63 0.130 9.31 No Net Uplift! No Holdown Required! 1st Level 9.00 16.00 6.93 0.130 14.10 No Net Uplift! No Holdown Required! 2.98 Wind 9.00• 13.00 12.01 0.144 8.11 0.300 PHD2 w/ DBL 2x POST 8E SSTB16 A.B. 9.00 16.00 14.78 0.144 12.29 0.156 PHD2 w/ DBL 2x POST 8E SSTB16 A.B. MjTek Industries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 .t -800-772-5351 t:. 5321 EASTSIDE ROAD REDDING, GA 96D01 - (91 6) 2, 4-0700 CLIENT: LOCATION: O r a l h. /I t I.D. NO.: M 1(pq DATE: 7-/-79 aINEE�If�lG YO UT ECEIVE JUL 0 2. 1999 BUTTE COUNTY BUILDING DIVISION WARNING: DO NOT CUT OR ALTER TRUSSES TRUSSES REQUIRE EXTREME CARE IN fWILDING RODkis HANDLIN ERECTIOINI AND BRACING ,�,�'�' �" ' Tpzwz roM ? P.O: 6OX294�. SEE HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDATIONS FOR HANDLING, Po tdandTOA9727- � INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES. (503).254-0204 I.C.B.O. Research No. �g,ggIZZ NER-GA275 MOSS LUMBER Name: dole Description: Address: Drawn B : J°°-E rn 169 Telephone: Fax: Telephone: Scale: t : 64 4 Dote: 8/10/99 DE 0P B Q B MELEELED 11 11 jUnE COUNTY BOLDING DEPAR EN," " APPROVE Drawn B ..Jul, 1. 1999 9:59AM MITEK INDUSTRIES INC. No,0119 P. 16/24 01700709 Cu®tomer, : GGuOEY Weo Jun 30 12:27:40 1999 Project 0: M169 Trust I0 AE ramill118 Span 32-0 Quantity i Top Pt Cn 5/12 Seat cut : 0-3-9 Sot pitCn*: 3/12 CSS -32 Vef .2.0. 010 (4/8/1999) MCS PLATE OFFSET$ (u -LEFT, r -TOP): 133-3.31., (j5-3.31. ()10.3, g1. 12-0 . 5-10-10 10-11-5 16-0 21-0-11 26-1-6 ( 3Q .2-0 1 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 5-10-10 3; 4X4 4 X5 7 DEFLECTION(IN.) L.L- 0.00.0.L-0.00,T.L-0.00 NOTES: (i) -Gable etude spaced at 19 inenes o.c. (2) -Brace vertical etude in aCeardance with standard gable eno.detail (3) -Continuous beeping orovicad along entire bottom chord (4) -Provide 1X4 plates at each and of Oable stud unless otherwise noted Design valid for use only with MiTak connectors. This design Is baaed only upon parameters shown, and Is for an Individual Dullalnp component to be installed and loaded vertically, Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not (ruse designer. B:ecing shown is for lateral supper( of Individual web 5-10-10 ( 10-11-5 16-0 21-0-11 F 26-1-6 32-0 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 5-10-10 L. HL TO PK:17-10-11 INTERNAL RISE:3-11-2 R. HL TO PK :17-10-11 LEFT HEIGHT:0-4-3 SPAN: 32-0 RISE:S-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF MAX STRESSES LI M N MUM GRADE OF LUMBER PLATES:M20-220,190 L TOP CHORD:2X4 N0.16Btr GR DF -L TOP 20 7 g T CHORO:2X4 NO.S&Btr GR OF -L BOTT 0 7 LL,OEFL.30-0,00 < L/360 WEBS :2X4 STANDARD OR OF -L STR,INC.: LUMB - 1.15 PLATE - 1.15 SPACING:24.0 1n C.C. UBC 97-IC90.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L- 0.00.0.L-0.00,T.L-0.00 NOTES: (i) -Gable etude spaced at 19 inenes o.c. (2) -Brace vertical etude in aCeardance with standard gable eno.detail (3) -Continuous beeping orovicad along entire bottom chord (4) -Provide 1X4 plates at each and of Oable stud unless otherwise noted Design valid for use only with MiTak connectors. This design Is baaed only upon parameters shown, and Is for an Individual Dullalnp component to be installed and loaded vertically, Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not (ruse designer. B:ecing shown is for lateral supper( of Individual web �s•- '! members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the bullding designer. For general guidance regarding raorlcatlon, quality control, storage, delivery, erection, and bracing, consult CBT -88 Quality Standard, 13813-0 Bracing Speclfication, and HIB -91 Handling installing and grating Recommendation available from Trues Plate Institute. 388 D' MlTsk Industries, Inc. Onoldo Drive, Msdison, WI 93719 JLffTE "rNum m V J U L 4 1 1999 10.`CO49919 rXP 4-3b-00 $CiV14�,`�P jf OF CAL11"'%I i Jul. 1, 1999 9:59AM MITEK INDUSTRIES INC, No -0779 P. 15/24 01700705 Customer : GOUDEY wse Jun 30 12:27:36 1999 Pr03ect A: M159 Trues ID A_ Famil 118 Spen : 32-0 Ouantlty Tap P tem : 6/12 1 ( Seat Cut : 0-3-8 IL Bot pitch': 3/12 ACCO -32 ver.2.0, 81d (4/8/1Ofili) Mob PLATE OFFSETS Ix -LEFT, Y -TOP): ()3-3.3), (15-3.31. 0 30-4.21. .2-0 i 5-10-10 --4 10-11-5 16-0 21-0-11 I 26-1-6 F 32-0 F2-0 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 5-10-10 3: 4X4 4 XB DEFLECTION (IN.) L.L- 0.33. O.L-0.23, T.L-0.68 REACTIONS. SIZE: 1--1214, 3.50 7--1214,3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--3619. 2-3--3020, 3-4--2327. 4-5--2327. 5-6--3020, 6-7--3618. BOTTOM CHORD: 7-8- 3305. 8-9- 3311. 9-10- 2784. 10-11- 2784. 11-12- 3311, 12-1■ 33011, WEBS: 2-12. 99. 2 -11■ -612. 3-11- 230. 3 -10 --Bing. 4-10- Me. 5-10--849. 5-9. 230. 6-9-1-512 . 5-8- 55. NOTE: PROVIDE FOR 0.41 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING ` trdTf 'Low e N►' . =�IJILDING DEPART jo&Nr4 APPS' JUL o 11999. Design volid for use only With MITek connectors. This design is based only upon parameters ahown, and Is for an Individual 5-10-10, I 10-11-5 16-0 ( 21-0-11 ` 25-1-6 32-0 i members only. Additional temporary bracing to Insure stability during oonstructien Is the responsibility of the erector. Additional 5-10-10' 5-0-11 5-0-11 5-0-11 5-0-11 5-10-10 L. HL TO PK:17-10-11 INTERNAL PISE:3-11-2 R. HL TO PK :17-10-11 LEFT HEIGHT:0-4-3 SPAN: 32-0 RISE: 8-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF MAX Li, STRESSES M N MUM GRADE OF LUMBER PLATES:M20-220,180 L TOP TOP 7 BO TT 1-2-0.665 TOP CHORD: X4 No I&BtI- GR DF -L 20 BOTT O 7 LL.DEFL.010-0.33 11-12-0.538 BOT CHORDAX4 < L/360 WEBS :2X4 No.1fa`Btr STANDARD GR OF -L GR OF -L 5?R.INC.: LOMB - 1.15 PLATE - 1.15 SPACING:24.0 in c.c. UBC 97—ICBO,ANSI/TPI85 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.33. O.L-0.23, T.L-0.68 REACTIONS. SIZE: 1--1214, 3.50 7--1214,3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--3619. 2-3--3020, 3-4--2327. 4-5--2327. 5-6--3020, 6-7--3618. BOTTOM CHORD: 7-8- 3305. 8-9- 3311. 9-10- 2784. 10-11- 2784. 11-12- 3311, 12-1■ 33011, WEBS: 2-12. 99. 2 -11■ -612. 3-11- 230. 3 -10 --Bing. 4-10- Me. 5-10--849. 5-9. 230. 6-9-1-512 . 5-8- 55. NOTE: PROVIDE FOR 0.41 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING ` trdTf 'Low e N►' . =�IJILDING DEPART jo&Nr4 APPS' JUL o 11999. Design volid for use only With MITek connectors. This design is based only upon parameters ahown, and Is for an Individual bullding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not trusa designer. Bracing shown Is for lateral suppon of Individual web members only. Additional temporary bracing to Insure stability during oonstructien Is the responsibility of the erector. Additional permanent bracing of the overall structure la the responsibility of the bullding dsslgner. For general guidance -rgarding fabrication, delivery, ATI quality control, storage, erection, and bracing, consult QST -88 Quality Standard, 086.89 Bracing Specification, and HIS -81 Handling Installing and Bracing Recommendation available from Ouse Plate Institute, 583 D' MITak Industries, Inc, Onoirfo Drive, Madison, WI 53719 �Qa0FE3S�p`Q O AF 1. r Jul, 1. 1999 10:02AM MITEK INDUSTRIES INC. No -0779 P. 22/24 01700715 Customer GOUDEY weo .Jun 30 12: 26: 16 1999 orolect N: M159 Truss ID AG Fam11M 306 $pan 32-0 Quantity 2 Top viy ten [ ACES -32 vol.P.O, 810 (4/1111/1090) MO; PLATE OFFSETS IX -LEFTY -TOP): [)2-3,2.51, (13.0,21, 114.5.71. [16.9,21, ()7.6,211, [10.7.5.41. I)f0.5.2l. [)i1-6,31. [)12.4,21. 1113.7,5,41, 1 8-8-14 + 12-10-5 19-1-11 2S -s-2 1 32-0 [ 6-6-14 6-3-6 6-3-6 6-3-6 6-6-14 6x9 5X 10 10X 10 4X5 5XIO O 8 ' 6X9 3 4 0 6 13 18 11 10 B 1 66 1C� (1 4X7 18 GA) �6 4X7 6 i (G , 3XIS 3-5-3 9-8-10 16-0 1 22-3-1 28-6-13 32-1 3-5-3 6-3-6 6-3-6 6-3-6 6-3-6 3-5• b S. LEFT HEIGHT: d -O SPAN: 32-0 RISE: 4-0 RIGHT HEIGHT: 4-0 LOA G (P$F) MAX STKESSES MINIMUM GRAOE OF LUMBER PLATES:M20-220,190 L D TOP A-5-0.722 TOP CHORD:2X8 SS GR OF -L MIS 171.147 TbP 20 7 BOTT 11-12-0.649 BOT CMORD:2X8 No. I&Sr, GR DF -L M36-178,126 eOTT.II O 7 LL.DEFL.m11-0.33 4 L/360 wE68 STANDARD OR CF -L LUTRE$$E.15 PLATED 1.15 zz:2CX4 uBC 97-ICBO.ANSI/TPI96 RERlrJNC:ITf NOACOFGMEM6ER6n-o2C, DEFLECTION (IN.) L.L- 0.33, D.L-0.23, T.L-0.55 MES: 2-13: 3-12: 6-10: 7-9 TO BE 2X4 No, 16Btr GA OF -L REACTIONS, SIZE: 1--8694.4.96 8--8944, 4,98 FORCES - LOAD CASE 01 TOP CHORD: 1-2--8871. 2-3--61388, 3-4--16706, d -5■ -19067, 5-8•-10708. 8-7--6886. 7-8--8871. BOTTOM CHORD: 8-9- 0, 9-0- 13404, 10-11- 19927, 11-12■ 19027, 12-13. 13404, 13-1. 0, WEBS: 2-13- 6900. 3-13--9599, 3-12. 4852. 4-12--4742, a -Ii. 60, 5-11■ S0, 7-10--4742, 8-10- 4862, 6-9--8599, 7-9- 8900. LOAOING 5TRES9 INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.1' 1.16 UNIFORM 2- 7- 347 8- 1- 14 2 MEMBERS NAILED TOG. M/1 POW (S) OF .131X3 in. NAILS 3 in. o.C.(TOP CHS. 1,AND 1 ROW (8) OF ,13IR3 1n. NAIL9 12 in. O.c(BOTT, CHB.) FOf Webs use 1 ROM Of NAILS 12 in. O.C. J U L O i 1999 i`iE U pRJFESSlp � G 1 VP fail-, w-g3i 00 F Design valld for use only with MITelt connectors. This design is based only upon parameters shaven, and Is for an Individual building component to De Installed and loaded vertleally, Applicability of design and Incorporation parameters proper of cUmponem ig responsibility of building de9lgner • not truss designer, Bracing Shown is for lateral support of Individual web Nt memoere only, Adoldonal temporary bracing to insure stability during conetructlon Is the responsibility of the creator. Additional ®�� OF CAllEO permanent bracing of the overall Structure is tha responsibility of the building designer. For general guidance regarding � fabrication, quality control, storage, delivery, erection, end Dracing, consult OOT -88 Quality Standard, 060-99 Bracing �. Specification, and HIO -91 Handling Inetalling and Bracing Recommendation available from Trues Plate Institute, 363 D' MlTak Induatr(es, Inc. Ondlrio Drive, Madison, WI 63718 Jul, 1. 1999 10:01AM MITEK INDUSTRIES INC. No•0779 P. 20/24 1 =07700713 3 I Customer GOUOEY Wea Jun 30 12: 28: 02 1998 Pr-oject rY: M169 Truse I0 BE Famil0 9peciai Span 39-0 Quantity i Top Pitch tch 6/12 seat cut : 0-3-B Bot pitch 2.5/12 Top PitCnOet: 4-10 4.0/12. act PItChff: 18-1 2.AS /12. oCCb-92 vsr.2.0, Sle (4/6/3G9g1 t __ mot PLATE OFFSET$ (x -LEFT, Y -TOP): [j15-3. 21, 4 4-0 4-11-7 -0-9 4-1-8 -10-1111 5-1 4-11 4-0 4-0 6-0 3X6 I 3-7-11 .2-10-13 X15-0 } 20-0 F„ 25-7 30-7 s9-0 i 5-7-11 4-3-2 5-1-3 5-0 5-7 5-0 5-5 L. HL TO PK: 13-6- 1 1 INTERNAL RISE: 2-O R. HL TO PK : 219-8-7 LEFT HEIGHT: 0-4-8 SPAN: 39-C RISE: 10-5-2 RIGHT HEIGHT: 0-4-3 LOAOING (PSF) MAX STRESSES MIN MUM GRAOFE OF LUMBER PLA S:M20-220.190 TOP CH8pRD:2X S8 OR OF-L TP 20 7 SOT CHOA0: 2X6 $$S GR DF -L BATT 0 7 LL.DEFL.00-0.00 < L/_360 WEBS :2X4 STANOARO GR DF -L RITLSSUATE - 1.15 GhOc EPETIVETRESSESSEDNO. OFMEMBERS-i OEFLECTION(IN.) L.L- O.00,O.L-0.00.T,L-0.00 NOTE$: (il-Geale etude soaced at 18 inches C.C. (2) -$race vertical etude in accordance with stan0ard gable end detall (3)-Contlnuoue Dearing of`ovided along entire bottom chord (d) -Provide 1X4 olates at each ■n0 Or Oable stud unless Otherwise ndta0 UBC 97-ICSO,ANSI/TPI95 I rrE Cod" 'V � U L- 0 1 1999 t i1jILDIr` G QEPAFITME dam' P'VE Design vaild for use only with MiTek connectors, This design is based only upon parameters shown, and Is ter an Individual building component to he installed and luaded vertically. Applicability of design parameters and proper Incorporailon of ar. - comoonent Is responsibility of bullding designer - net truss designer. Bracing shown is for lateral support of In:lv:dusl web members only. Addlllonal temporary bracing to Insure stability during constructlon Is the resoonelblllty of the erector. Additional permanent oracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, Quality control, storage, dalIvery, erection, and bracing, consult OST -88 Quality Standard, 0E8.99 Bracing Specification, and MIB -91 Handling Inatalling and Bracing Recommendation available from Trues Plate Institute, 583 0' MITek Industries, Inc. Oncrfrio Drive, Madison, WI 13719 1� :Jul 1. 1999 10:01AM MITEK INDUSTRIES INC. No,0119 P- 19/24 1 , 01700712 Customer GOUDEY Weo Jun 30 12:27:56 1999 Project #: M1813 Truae ID B FamilyY M apeCial Span 39-0 ousntity 18 Top Ptcn 6/12 ' Seat Cut : 0-3-13 Bot pitCn': 2,5/12 j Teo PI%CMOs; 4-10 4.5/32, act pltChpe: 15-1 2.49B 18. ACI<E-32 Ver.2.0, 814 (4/6/19901- rxp5 I PLATE OFFSETS M -LEFT, Y-TOPI : 1)7-3.51. 1)130.21. 1114.5, 1.551, [JIB -3,21, - i 4-11-7 -0-9 4-1-8 -10-5 5-1 4-11 4-0 4-0 6-0 onnect truss to girder 6X8 ith Simpson or equal 2x4 ruw L a hanger. 3X4 6 _.. 3 3x4 4-0 4X8 1 11 3X4 5X14 10 19-7-11 19-1_0-13 15--0 1 20-0 25-7130-7 I 39-0 1 5-7-11 4-3-2 3-1-3 3-0 5-7 5-0 8-5 4-x 14- L. HL TO PK:13-8-11 INTERNAL AISE:2-0 R. HL TO PK :28-B-7 LEFT HEIGHT: 0-4-8 SPAN: 39-0 RISE: 10-5-2 RIGHT HEIGHT: 0-4-3 LOADING (PSF) MAX STR S5 S MINIMUM GRADE OF LUMBER PLATES: M20 -220,19C L D TOP 9-10-0.320 TOP CHORD:2X5 SS OR �F-L TOP 20 7 BOTT 10-11-0,535 BOT CHOAD:2X6 99 OR DF -L BOTT O 7 LL.DEFL.012-0.57 < L/360 WEBS :2X4 STANDARD GR DF -L �tEPE=TITIvELSTRESSESIUSEDATE 1.16 NO. OFGM1MBER5n-oic. UBC 97-IC80,ANS2/TPI9B DEFLECTION (IN.) L.L- 0.67, O.L-0,40, T.L-0,97 REACTIONS, 9IZEt t--1316, 3.50 10--1318, 3.50 FORCES'- LOAD CASE 01 TOP CHORD: 1-2--4462, 2-3--4357.4 3-4--3753. 4-6--3272, 6-6--3272. 6-7--x390, 7-111--5627, 1 B-9--6765. 9-10--7420, BOTTOM CHORD: 10-11- 7121. 11-12- 5153, 12-13. 5270, 13-14- 4214. 14-15, 2511, 15-16. 3694, 16-1- 4090, xE99: 2-58--229. 3-16- 431, 3-15--389, 4-16- 1825. A-14. 1218, 5-14--215, 6-14--1143. 6-0- 946, 7-13--1079, 7-12. 463, 6-12--779, 8-11. 491, 9 -i1 --65t, NOTE: PROVIDE FOR 0.40 IN. HORIZONTAL 015PLACEMENT AT ONE BEARING 1 i4JILDING DEPJUL 4� 1 1999 PPRff '-- VE; cFssn. ,.n: ,.......... ,,, — 1AP9-36- o Design valid for use only with MITek cennectora. Tnle design Is basad only upon parameters shown, and Is for an Indlvldual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of��- component is msponsihility o1 building designer - not trus6 designer. Bracing shown is for lateral support of Individual web WI! >r �V�� members only. Additional temporary bracing to insure stability during construction Is Ne responelblllty of the erector. Additional—dab �F CAIl permanent bracing of the overall structure is the responsitlllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and tracing, consult BBT -38 Oualhy Standard, DSO -89 ersefng Specification, and NI9-91 Handling Installing and Bracing Reoommendeflon available from Ttuse Plate Inathute, $33 0' M11Tok Incluatrlos, Inc, Onetrlo Drive, Madison, WI 63719 �. -.Jul 1. 1999 10:02AM MITEK INDUSTRIES INC. No•0119 P. 21/24 ACES -32 Vop.2,0. 010 to/6/in9q) PLATE OFFSETS f=•LEFT,r.TOPI: 1)4.6.2.61. 1)7.3.61. 118.2.1.61. I)s3.3,2), j)fa•6,2.61, I)ilfa,1.61, 11)6.3.21. BDTT CHORD SPLICES:15-16-6X6; 4-11-7 -0.9 4-1-a -i0-6 S-1-11 4-0 4-0 6-0 2-0 6X12 2X4 3X4 3X4 5 l 12x4 6xlo d2 I I 1s 7xB 3X6 'a jX4 4X10 4-0 1-12 3X4 a 7x8 3x5 8 13 7x6 3x4 11 3x6 4xbz Moss L. HL TO PK:13-6-11 INTERNAL RISE:2-0 01700714 . LEFT HEIGHT: 0-0-7 SPAN: 39-0 RISE: 10-1-3 RIGHT HEIGHT -.0-0-4 CuBtOmer, GOUDEY Weal Jun 30 12:28:09 1999 Project ,Y: M159 Truss ID BS FemillP special Span 39-0 Ouantlty i TOp Ptcn : B/i2 Seat Cut 0-3-t9 Bot C11tCM' : 2.5/12 Too Pitch ee: o-01 a,4"95190-12. sat PitChem: 1a—s2. FORCES - LOAD CASE P1 ACES -32 Vop.2,0. 010 to/6/in9q) PLATE OFFSETS f=•LEFT,r.TOPI: 1)4.6.2.61. 1)7.3.61. 118.2.1.61. I)s3.3,2), j)fa•6,2.61, I)ilfa,1.61, 11)6.3.21. BDTT CHORD SPLICES:15-16-6X6; 4-11-7 -0.9 4-1-a -i0-6 S-1-11 4-0 4-0 6-0 2-0 6X12 2X4 3X4 3X4 5 l 12x4 6xlo d2 I I 1s 7xB 3X6 'a jX4 4X10 4-0 1-12 3X4 a 7x8 3x5 8 13 7x6 3x4 11 3x6 4xbz Moss L. HL TO PK:13-6-11 INTERNAL RISE:2-0 R. HL TO PK :28-8-7 LEFT HEIGHT: 0-0-7 SPAN: 39-0 RISE: 10-1-3 RIGHT HEIGHT -.0-0-4 L APING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M 0-220.190 L TOP 3-40.428 TOP CHORO: 2X6 SS OR OF_L TAP 20 7 BOTT 0-11-0.515 BOT CHORD:2X6 SS GR DF -L BO TT 0 7 LL.OE L. 11-0, 9 4 L/360 WEBS :2X4 STANOAno GR DF -L STR.INC.: LUM9 1.15 PLATE - 1.15 6PACING:24,0 1n O.C. UBC 97-IC80,ANSI/TPI95 REPETITIVE STRESSES NOT USED NO. OF MEMBERS 3 OEFLECTION(IN,) L.L- 0.39, O.L-0.27, T.L-0.68 REACTIONS. 5129: I- AdS. 3.60 t0-847.3.150 15--3278.3.50 FORCES - LOAD CASE P1 TOP CHORD: 1-2- 3389, 2-3- 3536, 3-4. e054, a-5. 2021. B -e- 2021, 6-7- 345 . 7-6--1625. 8-9--3827, 9-10--5893. BOTTOM CHORD: 10-11. 6687, 13-12. 2976, 12-13. 1372. 13-14--308. 14 -i5■ -2827. 15-16•-3046. 16-17--3409. i7-1•-9188. wESS: 2-17--63, 3-17- 261. 3-i6--367, 4-16--1222, 4-19--3204. 4-14- 1671, 5-14--322, 6-14--1678, 6-13. 719, 7-13--1692, 7-12. 853, 8-12--1411. 8-11. 992, 9=11•-186x, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE f 1,15 1.19 UNIFORM 1-10- 81 10- 1• 24 NOTE: BRACE VERTICAL• STUDS IN ACCORDANCE WITH THE STANDARD GABLE ENO DETAIL, CON?4tY 4� PLATES ASTfEACH pp. A 1 1000 'i-1,11LOING QSP,,qn7T1AEP . a FES5r0 ;. . x49919 UP q. X4-00 Design valid for use only with MITek connsotors. This design Is based only upon parameters shown, and la for sn Individual 00aing component to ba installed and loaded vertically. ADDllcablllty of design parameters and proper Incomoraden of component Is reeponslblllty of building designer • not trues designer. Bracing shown is for lateral support of'naMdual weby�4 �� • +, members only. Additional temporary oracing to Insure stability during construction le the responsibility of the ereatar. Additional 1� j�' permanent bracing of the overall structure le the responsibility of the building designer. For general guldanee tegording S OF Ci�uFoa fabrication, auallty control, storage, delivery, erection, and bracing, consult OST -88 Gusllty 8tandsrd, 1551686 Braeing Speoification, and HIB -91 Handling Inetsllln8 and Bracing Recommencation available from Truee Plate Institute, 383 0' �.� MITak induot)•laa, Int. Onafric Drive, Madison, WI 63719 .Jul. 1. 1999 10:00AM MITEK INDUSTRIES INC, No,0779 P, 18/24 700711 Customer : GOUDEY Nea Jun 30 12:27:31 1999 Project M: M169 True® ID CE Fam%ly N 104 Spon 25-0 Quantity 1 Top Pitcn 6/12 CRA -32 ver- .2.0. eta t4/e/1999i MOS .2-0 —6-4 12-6 I 18—S-12 25-0 .2-0 r 6-6-4 5-11-12 5-11-12 6-6-4 3: 4)84 8-6-3 2 16-5-13I 25-0 B-6-3 7-11-11 8-6-3 P L. HL TO PK:13-11-11 R. HL TO PK :13-11-11 LEFT HEIGHT:0-4-3 SPAN:25-0 RISE:6-7-3 RIGHT HEIGHT:0-6-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER LATES:M20-220.190 TOP CHORO:2X4 No.1SBtr GR DF—L TOP 20 D7 BQT CHORD: 2X4 No , lr.Str OR DF -L BOTT 0 7 LL.DEFL.20-0.00 < L/360 NOBS :2X4 STANDARD GR OF -L STR.INC.: LUMB 1.15 PLATE — 1.15 SPACING:24.0 in O.C. UBC 97-I1CM ANSI/TPI95 RF,�PETITIVE STRESSES USED N0, OF MEMBERS - 1 DE LECTION(IN.) L•L• 0.00,0.L-0.00.T.L-0.00 NOTES: (I) -gable etude spaced at 16 inches O.c, (2 -Brace vertical stuoo in accordance with standard gable end Cetail (3) -Continuous DaariNO provided a1on0 entire bottom choro 4 -Provide iX4 plotee at each and of gable $two unlese otherwise noted JUL 0 1 1999 ROILDLING DEPAPMMEN- VEOQ;1°FEsso'�'4 Design valid for use oniy with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component to be Inatalled and loaned vertically. Applicability of design parameters arta proper Ineorporetlon of component is respansibility of building designer - not trues designer. Bracing shown Is for lateral support of Individual Heb ��•- J1 '.' !q� C�YIL members only, Adahlonel temporary bracing to Insure stability during construction is the responsibility of the erector. Additional \f }F CALF permanent bracing of the overall atructure Is the reaponalblllty of the building designer, For general guidance regarding S �� fabrication, quality control, storage, delivery, erection, and bracing, consult OBT•88 Quality Standard, DSO -09 Bracing Specification, and MIB -91 Handling Inetalling and Bracing Recommendation evellsble from Truss Plpts Insiltuts, 6811 D' MlTak Induetfles, Inc. Onolrlo Drive, Madison, WI 63719 -Jul. 1. 1999 10;00AM MITEK INDUSTRIES INC. t t No,0779 P. 17/24 • 710 Customer GOUDEY WOO Jun 30 12:27:45 1999 Project M159 Truss ID C Familyy M 104 Span 25-0 Quantity 12 Too Pjtcn S/12 ccs-�a v.r•,a,o, 930 (4/B/S9G0) MOB PLATE OFFSETS (x-LEFT,T-TOP): ()7.3,21. .2-0 6-6-4_ 12-6 18-5-12 25-0 X20 6-6-4 5-11-12 5-11-12 6-6-4 3: 414 15 8-6-3 1f-5-13 25-0 rata•- 8-6-3 7-11-11 B-6-3 L. HL TO PK:13-11-11 R. HL TO PK .13-11-11 LEFT HEIGHT: 0-4-3 SPAN: 21'5-0 RISE: 8-7-3 RIGHT HEIGHT: 0-4-3 LOADING (PSF MAX STRI915SES L MINIMUM GRADE OF LUMBER LA :M20-220.190 L TOP 1-20.337 TOP CHORO:2X4 No.16Btr OR OF -L TOP 20 7 BOTT 5-5-0,350 BOT CHORD:2X4 N0.198tr GR DF -L BOTT O 7 LL.OEFL.37-0.09 < L/380 WEBS :2X4 STANDARD GA DF -L ST'RI NC.: LUMB 1.15 PLATE - 1.15 SPACING:24.0 in C.C. UBC 97-ICSO.ANSI/TPI95 REPETITIVE STRESSES USED N0, OF MEMBERS - 1 DEFLECTION (IN . ) L . L- 0.05, O. L-0.03, T , L-0.08 REACTIONS. SIZE: t--976, 3.00 5-975,31.50 FORCES - LOAD CASE 61 TOP CHORD: 1-3--1928, 2-3--1164, BOTTOM CHORD: 5-8+ 1178, 8-7. 808. 7-1- 1178. WEBS: 2-7--281. 3-7- 420. 3-8- 420, 4 -6■ -281, JUFTE cijum, 7' r . s ' ILDING DE,P�F1JVEL 0 i 190,a,, 1P` P ev. "lZ;0499.j9 EXP 9,x co kz� i Design valid for use only witn MI'rek connectors. This design is based only upon parameters shown, and Is for an Individual culldlnd component to be installed and loaded venically. ApDllcablllry or design parameters and proper incorporation of rata•- camponent is rssponslblllty of buliding designer - not truss designer. gracing shown is for lateral support of Indtildual web wing members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing or Ina overall structure is the reeponelblllty of the buliding designer. For general guidance regarding fabricaflon, duality control, etorage. delivery, erection, and bracing, consult OBT•88 Ousllty Standard, DSO.89 Bracing Specification, and MIS -91 Mandling Installing and Bracing Recommendetian available from Truss Plate Institute, 583 D' MITek Industries, Inc. Onafrio Drive, Medfeon, WI 53719 ev. "lZ;0499.j9 EXP 9,x co kz� JUL.29.1999 12:10PM MITEK INDUSTRIES NO.EE9 P.1, 016cy5171 Customer GOVOEY Weft' Ju I 2B 16: 23: 57 1999 y - Project At: M16S Truss ID DE SP811 12-0 Quantity S TTo piP2.tch 6/12 CES -312 ver.2.0. 610 (a/6/2900) MOSS 6-0 12-0 6-0 6-0 04 z I 'I A-11-" to-) 6-o i i2-0 6-0 6-0 L _ • HL TO PK: 6 -a -f9 R . Fi TO PK -rg-® LEFT HEIGHT: O -O -a IPAN; 13-0 RISE: $-0VA Rij6H� 19Zr5MT: O -O --d A t-OAOING (PSR) MAX STRESSas i 0.504 TOP 20 7 } M N MU G AO O f,- M E vL T S: M20-220, 190 T pp CH RO: X O.1s®tr GP OF -L SOTT - 9� d �! o s BOTT 7 ® 'f cHPRp:ax GR DP -L �TAN0AFt0 _O _ LL . OB/L . Q4�0 , O 1 S L.r3®p WEp� a�(� T,4MARO GM DF -L ISTR.INC.. LUMf3 - Lits PLATE 3. !S REPETITIVE STRESSES•NOT U5E0 SPALfj N� 0. in O.G. UeC 97 -ICBG, ANSI/TPI95 MIMe - NQ, lil R5 - 1 1-0 CANT. LEFT HEEL . 2-0 CANT. RTt1HT HEEL 0£FLECTION (IN.) L.L- 0.01. O.L-0.01, T,L-0.03 REACTIONS. SIZE: 1--570.3.50 3--570.3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--692. 2 -an -69a . ~BOTTOM CHORD: 3-4- 631. 4-1w -631. f WEBS: 2-4- 9a, LOAOINO STAMS INCREASE LOADING VAN¢I■ (OLF) / JOINTS (LOS) LUMBER PLATE TYPti 1 1.18 1.15 UNIPORN 11- ail QS .1- So 1q - NOTE: BRACE VERTICAf. 5TU05 IN ACCOQO4NCE WITH THE STANpARO IA54E END Q�TAIL, CONN. Y/ ,4 PL4Tgj AT UCH END. ,LIU �4 J U!, 2'9 1 9 � 9 WARMING- 1 vrtf klign pmrmeters and lJFAD NOTCS 0N7ffjS4Nj) nvJ!fjLVj'-.5jn'F-jqEF0g USL': OesIgn valid for use only 24th MITek connoctor. This design l based only upon parameter; shown, and U for an individualbuilding cemponont to be Insialled and loaded venlally. Applicabirdy ofdocigr, parameters and proper Incorporation of tel,. wmponcnt b respomlblllty of bullding deVgner - not trues decigner. Bracing Mown Is for lateral support of individual web 4 C members only. Additional temporary b poraraeing to Irt UtO stability during consiruc°.Ion Is Live respeneibility of tho oroclor. AddIPonsl ■� _ 'Q permanent bracing of the overall 3lructuro is the responsibility of the building eesisner. For gonoral guidance regarding ! OF 4bheation, Quality control, storage, delivery. erection, and braciN. cenault OST -66 Quality Standard, DSB-e9 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation availablo from Truss Plate tnatltute, 503 D• MiTok Induslrlos, Inc. Onofne Drive, Madison, WI $3719 , �... Jul, 1. 1999 10:03AM MITEK INDUSTRIES INC No,0779 P. 23/24 Customos7oo7lser- . GOUDEr wed .1vn 30 12: 28: 23 1999 PreleCt M: M189 Truele ID D FemilYy N 101 Span 12-0 Quantity i TOP Pt cn : 6/12 ACES -32 VOP.2,0.1010(4/8/1929) .2-0 6-0t- 12-0 .2� 0 6-0 6-0 4X4 3 C4 7 M055 6-0 6-0 12-0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual I I 6-0 L. HL TO PK: S -B -B R. HL TO PK :5-8-8 LEFT HEIGHT:0-4-3 SPAN:12-0 RISE: 3-6-3 RIGHT HEIGHT:0-4-3 MITek Industries, Int. L AGING (PSF MAXSTRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L' TOP 1-2-0.356 TOP CHORD:2X4 NC.16Btr GR OF—L TOP 20 7 BOTT 4-1-0.162 BOT CHORD:2X4 No I&Str, GR DF -L S.OTT O 7 LL.OEFL.®4-0,01 c L/360 WEBS :2X4 STANDARD OR DF -L STR.INC.: LUMS - 1.15 PLATE - 1.15 SPACING.24.0 1n O.G. UHC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES NOT USED NO. OF MEMBERS - 1 1-0 CANT. LEFT HEEL . 1-0 CANT. RIGHT HEEL DEFLECTION(IN.) L.L■ 0.01. 0•L-0.01. T.L■0.02 RHACTIONS. SIZE: 1--544.3.50 3--544.3.50 FORCES - LOAD CASE 11 Top CHORD: s-2--462 , 2-3--452 , BOTTOM CHORD: 3-4- 403, 4-1- 403. WEBS: 2-4- 04, JUTrE COUNW, ",UIL DING DEP; t"�i EP 4 1 1999 E[J' atio xn '*30.1 rfVll �P �OF CAUFO Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual Dullding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer . not cruse designer. Bracing shown is for lateral support of indkldual web members only. Additional temporary bracing to insure atablliry during construction Is the responsibility of the erector. Additional �� parmammrit bracing of the overall structure is the responsibility of the building deslgner. For general guidance regarding tebricadon, �.�� qualify control, storage, delivery, erection, and bracing, consult COT -86 Quality Otendard, OSS -89 Bracing Specification, and MIe91 Handling Installing and Bracing Recommendation available from Tmsa Plate Inatilute, 683 0' MITek Industries, Int. Onofrlo Drive, Madison, W1,53719 xn '*30.1 rfVll �P �OF CAUFO MiTek Industries Inc i 3033 GOLD CANAL DRIVE { ' SUITE 200 USA RANCHO CORDOVA CA 93670 MiTek® FAX 19161631 8225 TELEPHONE (916( 631 7811 January 15, 1998 Moss Lumber Company 5321 Eastside Road - Redding, CA 96001 RE: Trusses Supporting A.C..Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. y These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. . • If you have any questions, please contact me at 800-772-5351. 7 -3JTT-E COUNT i' i. Q1ILOING DEPART-MRq - VE::D NOTES: 1 -PROVIDE: LATERAL SUPPORT POR TOP a CHORD WITH SHEATHING (BY,OTHERS) 2-HAX. WEB LENGT11 WI•T�HOUUT DRACB 7'-9' W1T11 BRACE 12'-0', 3 -THIS DESIGN CHECKED FOR 120 H.P.H_ MAX. SLOPE/GRADE FON BEVELED 11— HOTS: fOR CONHLCTION BOTTOM CHORD h•• Of VALLEY ThU3$ 10 common 1huss stE 2-4 N0.2 DF -L 4—m__TDL'IAIL- V ONT" _ _ I[/1't :1 coWIND LOAD. ttiib� 206 HO.2 DF -L (DET. D) - Ir /I'L — —1t 4 -ALL PLATES ARE TO BB HITHK-2D'S V•LLtr _11 art n1YNl0 t1tUS! 11 �1 D►TAIL•O Z 5 -BEVEL VALLEY TRVSSES run PLACEMENT ON COMMON TRUSS, OR USE DET.. -A" Y ✓ WED GE NAIL[U 6 -Fon COUNECTING VALLEY TRUSSES 10T11U5SW/2 TO COHIION TRUSS, USE DET. 'B" OR -C" 1DdKAILt 7-IFTOPCHApRD LATERAL BRACING R1�6�QL!,UIRED ZS$LggES(S�yy1TT1HAll PACING OF ADDITIONALSI'4 9RACINGlIS)REQUIRED. THENUYCITNu of co 4' Uti_ TAIL -A 8TERAL BRACING SHALL BE NAILED _- _ N MIN. 2I-I0NAILS. 9- lYIIS r1PS/ 1 = b f.VAt1LY -- >------�� /Jc/� 1 }-lhuss (D W H to A 2 H W E VALLEY T USE -164 NAILS 7NJS5 �J MAX. 2 110 Y./,14. WIND) 4.4 .JZ DL•TAIL- If t lu ISI 2.3 HURRICANE CLIP r I--- --- _---- —_ .,'UlTAIL-.0 l i-o'1o•=0' 3.4 . q 1z ( SOF CAL\F s To ur— ALLEY TRUSS DETAIL 3'° 30 4 4 ..0 T%I vvt. PANTIAI.HOOF LAYOUT 3tS 4-4 0I0T.31-LICt 315 / t >tu ar- 2.3 Ot • H.ndl' t EfocUon Fi.00ll.neovb htmm.11ort -13tacing hformo6on 'Cw~or 1Wdwwe lumber "-I w C--, h_ -so dmn{vi f .r -N r,..,.�r. b. kv b Win.•+ V+.+b ✓d M r.W'+p 41•✓ b.ow ✓Jt b.,D-•�..a •nl Th. w• N nY �-• d.I w y�i-f b, " 4-,7-d M �/ �Ub ie r tiy--•f ud ¢s.¢ -v. -1. -I b. .o � b,- N 1/-✓ 4"a%V S-dd b 4 Mc)Q b,6.iW r•e r. 6. rd —t. h, J C-- ell,.. I. .A --d h .mfrc•N t• r.& --u b brAde. WA Icr L-1- Lr bw .p .-$ b- . syr �.EM Wim, rd . is64• tT b-4. .. b b ..µd b h. mrporf vN r r Udp N I e r/ry. !TW I. O..b.. d n a�f �. r.w w b.-eY �ry I lb m�a..s. . W.L Ns �.+ r ah. {. b b• 4,•••! d -q d !. lirlr HO` I .d1 W QC -11d. Ru wN b d On W., • �d b• d M .vt �d 4 re•n rn1 q.d.b v 0 eCe.Tio*>rt•v.srr..r �.An. J ..nM.dblip. ►r`.ndrw\ em4.1y4 a O--Zb J •d M hb C+na .OKA+�R /w w� • Pp. A.d o•ldbbrl ►e.►Nddb.ryi� dhCduf.• e►M1+ .nm+'�Vgr �I4tv•,-..1d•n b6 .0o lPr+wdM'r+•ti-0+.rd.Ysr. IWivr 0A dr rd bb nVd.b Pmvw � Z r db onoa•i-lc- rM.r.� iarorr{ m,r ihfd Ndh aUI.+•AT 7qo•'Mb dr rbd rwrd -i.roFdF,r i0mi3vt bhp rd dlb.d AaiV /s N weJ 016 kaMr MVMb ddt -hM b. ,turtw Nm h ►- bw�d/w ps.{4.dns-. t MCI'✓d r/L * J" wu I! -J --SY)Abk ABOVE E SL•C MOi[Ho,21 2 243 63 10'-J To 16'•0* MW (VIII CK Ir10 U sine 7. InG, 3140 N4 E• Dr. X140 Rrodwo C.rdorr, CA 13170 IL CCop rrwl(C)(ffl60)7724331 FAX ()1QL)11171 C W MA U049A ItNI[Y 1. 1/31 wD-ssav HMOSS LUMBER TRUSS DEPT. 2X 6LOGKIN6 Ni W/ CONT. LAT. I 2X 6LOGKING W, 4 8a TO DBL. T DDL TOF PLATE 2X DDL TOF FLATES. r-'>P1/1C r 1 IC CT IA 1/ 17C f� OI A I, Ir PROVIDE 2X4 DF LATERAL BKAGING ' T BLOGK 60TTOM � EVEKY I6"-0". INU 1 r: DFAGING TO FREVENT ROTATION LATERAL MOVEMENT IN AGGOKDANGE W/ U6G SEG. 2326.12.8 NOT TO DE USED FOR HOIZONTAL, OK VEKTIGLE SHEAK TKANSFEK II LATERAL BRACING DETAIL IPKEMANUFAGTURED TRU55E5 0 24" O.G. DEAKING WALL 2X STUDS 0 16" O.G. TYF. V. N. 0. I OCT.26.199E 1:22PM MITEK INDUSTRIES NO.40E STANDARD GABLE END DETAIL. 1)1ND SPEED 78 MPH. T¢AN WALL HEIGHT 15 FT. NOTES: TOP CHORD MAY BE NOTCHED FOR 224 CHM06OW AS DIACONAL OR L -BRACING INSTALLED FL ArmSE 0 24' O.C. MI)t ON CABLE END WITH VERTICALS Qts• D.C. MAX WaW NO VERTICAL REOUD:EO UNDER REFER TO TABLE 8ELOIo4NOTCft TOP CHORD MAY BE NOTCHED ONLY DIRECTLY OVER STUDS EXCEED it O.C. GABLH END MUST BE FULLY SNEATHEO 1X4 ON ONE FACE OR CONTINUOUS ?A4 r2 OR MR SCAB MUST BE ATTACHED To ONE FACE Of THE TOP CHORD IF GABLE STUDS ?�(3 TY>'. �EZGEEO 1 O.0 AND A STUD GOES NOT FALL UNDER EACH NOTCK CONNECT SCAB WITH I.ROW OF 10D COMMON WIRE NAILS SPACED AT tS O.0 MAX TME MNL OUTLOOKbR LEND , i i is.. 12 VARIES TO COM?:C% TR1 4v Amtw ALUOSV A rA I I '_ _ IN CONT. BEARING. 3X8 SPL, OPT. SPAN TO HATCH CCtVON TRUSS. TYPICAL 2X4' L -BRACE NAILED TO 2X4 VERTICALS u/8d NAILS, 8' OZ, VERTICAL STUD SECTION A -A. P.1 12(-L-.(9 TRUSSES AT 24' O.C. I /-2' PLT1a000 bMZA I nine w�o OUTLOOKERS • � 3 " 4 LATER) 4CING AS END' WALL FURRING STRIP OR LATH 5C.1�DI2 E AaC- &V _M S5 LATERAL BRACING NAILING SCHEOULE. VERT. HEIGHT. # NAIL AT 9 END UP TO 7'-0' 2 - 16d 7-8' - B -B' F-- 18d OVER 8'-5 4 - IBd NOTE. 3.FURNISH COPY OF THIS DRAWING TO CONTRACTOR LYERT. HAD BEEN CHECXED FOR 8a HPH WIND LOAD, FOR BRACING INSTALLATIOAI YUAN WALL HEIGHT CSF 15 FT, xN0 V-242�� CRIT. y ap.ACING SHOWN IS FOR IDUAL TRUSS ONLY, 2,C04QCTION BETWEEN BOTTOM CHORD OF CABLE ENO coNSULT BLDG. aRtHIT CT ENGINEER FOR TRUSS AND WALL TO BE PROYIDEO By PROJECT ENGINEER TEt+PORART ATS PERMAN NT ACING OFROOF S OR ARCHITECT. MINIMUM GRAOE OF LUMBER LOADINGIPSF STR. INCR. 25 7. T.C. 2X4 No.I 91 CF -L PI -95 Crit, TOP L L 0 DRAWN BY I J5 B.C. 2x4 No.1 91 CF -L �ec_84 BOTTOM a le CHECKED BY JAI Webs 2X1 STUDI.ST� SPACING+ 24 Inch O,C. REP. STRESS YES -r¢t►ss U i � 4 Za g l �r C� � Yo � �o ?L -F, ,>=; k_ �{e ,ii �. o t2 x'11=;2=��JstL �C��STi r�14 1"�1sTi321 iZT�ScS-t �8a �F Is b-rr�.�,Gp�'o ar.1r� T -mac �UCls3 �l o :7 c- l'' ,� Z LL6G 'Tti�.arr iu dcGdrDc.�1: C-- OCT Q 6 65, NO, C'CL •'419 EXP 9-5L -•:0 �m MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5_7_2 11-3-12 1"_11t 113 INCH O.C. 12-4-12 24 INCH O.C. 1-5-t !8'l-7 NOTE. 3.FURNISH COPY OF THIS DRAWING TO CONTRACTOR LYERT. HAD BEEN CHECXED FOR 8a HPH WIND LOAD, FOR BRACING INSTALLATIOAI YUAN WALL HEIGHT CSF 15 FT, xN0 V-242�� CRIT. y ap.ACING SHOWN IS FOR IDUAL TRUSS ONLY, 2,C04QCTION BETWEEN BOTTOM CHORD OF CABLE ENO coNSULT BLDG. aRtHIT CT ENGINEER FOR TRUSS AND WALL TO BE PROYIDEO By PROJECT ENGINEER TEt+PORART ATS PERMAN NT ACING OFROOF S OR ARCHITECT. MINIMUM GRAOE OF LUMBER LOADINGIPSF STR. INCR. 25 7. T.C. 2X4 No.I 91 CF -L PI -95 Crit, TOP L L 0 DRAWN BY I J5 B.C. 2x4 No.1 91 CF -L �ec_84 BOTTOM a le CHECKED BY JAI Webs 2X1 STUDI.ST� SPACING+ 24 Inch O,C. REP. STRESS YES -r¢t►ss U i � 4 Za g l �r C� � Yo � �o ?L -F, ,>=; k_ �{e ,ii �. o t2 x'11=;2=��JstL �C��STi r�14 1"�1sTi321 iZT�ScS-t �8a �F Is b-rr�.�,Gp�'o ar.1r� T -mac �UCls3 �l o :7 c- l'' ,� Z LL6G 'Tti�.arr iu dcGdrDc.�1: C-- OCT Q 6 65, NO, C'CL •'419 EXP 9-5L -•:0 �m Symbols PLATE LOCATION AND ORIENTATION 11/ * Center plote on joint unless dimensions indicate otherwise. Dimensions are in inches... Apply plote5 to both sides of. buss and securely seat::...: *For 4 x 2 orientation, locate ploles 1/8" from outside edge of truss and vertical web. * This symbol indicates the required direction of slots in connector plates. 0 Cr 0 U a .o r Numbering System BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE " AROUND THE TRUSS STARTING ATTHE LOWESTJOINT For tabular plating format refer to the FARTHEST To THE LEFT. MITek/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE BEARING Indicates location of joints at which bearings (supports) occur. Fon Mol 0.019 WISC/DILHR 870040-N. 930013-N. 910080-N AGeneral. Safety Notes Failure to Follow Could Cause Property`*' Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plofes on each face of truss of each Q joint and embed fully. Avoid knots and wane 0 of joint locations. U 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(` 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. M11 TM wrok Industries, Inc. PANEL .M NYOROA/RO CLIP QANG-NAIL O i • 6. Unless expressly noted, this design is not applicable for use with fire retardant or preset votive treated lumber. 7. Comber is o non•slrucfural consideration and is the responsibility of truss fabricator. General practice is to comber tot dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum ploting requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or be Her than the grade specified. 10. Top chords must be sheothed or purlins provided of spacing shown on design. 1 1 . Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or food transferring connec tions to trusses nFe• fhe•responsibitity of others unless shovyFY 13. Do not overloc;01`I00(0`0loor triissrrs;wif� stacks of con uc'ijon mato-rlais, , 14. Do not cut o ollbr'fuss meJTib6r or,.platel without prior Qpioval of a`professional ` engineer. 15. Care shouldfjla'exer.Cised I. hondlirig; erection and i��``1,allolipn of'irusses:. © 1993 Mitek Holdirgs,:Inc...;;. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91.28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral brocing. ICBG 1591. 1329, 4922 SBC C I 8 7 206. 86217. 9190 BEARING Indicates location of joints at which bearings (supports) occur. Fon Mol 0.019 WISC/DILHR 870040-N. 930013-N. 910080-N AGeneral. Safety Notes Failure to Follow Could Cause Property`*' Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plofes on each face of truss of each Q joint and embed fully. Avoid knots and wane 0 of joint locations. U 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(` 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. M11 TM wrok Industries, Inc. PANEL .M NYOROA/RO CLIP QANG-NAIL O i • 6. Unless expressly noted, this design is not applicable for use with fire retardant or preset votive treated lumber. 7. Comber is o non•slrucfural consideration and is the responsibility of truss fabricator. General practice is to comber tot dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum ploting requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or be Her than the grade specified. 10. Top chords must be sheothed or purlins provided of spacing shown on design. 1 1 . Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or food transferring connec tions to trusses nFe• fhe•responsibitity of others unless shovyFY 13. Do not overloc;01`I00(0`0loor triissrrs;wif� stacks of con uc'ijon mato-rlais, , 14. Do not cut o ollbr'fuss meJTib6r or,.platel without prior Qpioval of a`professional ` engineer. 15. Care shouldfjla'exer.Cised I. hondlirig; erection and i��``1,allolipn of'irusses:. © 1993 Mitek Holdirgs,:Inc...;;. r 12 --� 4 or greater ®ottorr: chord ciagonal bracing repeated at each end o- 1he building and at same 3pacinc as top chord diagonal bracing. «B MEPABER ?; ANE Up 10 32' 1 4/12 15' 2:) 15 Over 32'-48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' See a registe•ed professional ei ineer DF - Douglas Fir- -arch SP- Soxhern Pine HF - Hem -Fir SPF - Sxuce-Pine-Fir All lateral braces lapped at least 2 trusses` WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Criss brac'ng repeated ,Bt each enc of the bu.lding and at 20' Intervals. Top chords that are laterally braced can buckle logetherand cause collapse inhere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the'top chord when purlins are attached to the topside of the top chord. 12 --1 4 or greater =45° Over 32'- 48' 4/12 6' 10 1 7 Over 48'-60' 1 4/12 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required S10`__— %egg 32 WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A U. TOP CHORD MINIMUM TOP CHORD' PITCH LATERA BRACE DIAGONAL,BRACE ! SPACING SPAN D FFERENCE SPACING(LBS) [# trusses] N. to the underside of the top chord when purlins are attached to the topside of the top chord. SP DF....SPF HF :. U to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42'- 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord wry to the underside of the top chord when purlins are attached to the topside of the top chord. Lateral Brace All lateral braces Required lapped at least 2 trusses. 10° or Greater / Attachment \ /_ Required 2e•pr,es =45° Frame 3 12 5 �(B /ti �J 5 Top chords that are laterally braced canbuckle togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed wry to the underside of the top chord when purlins are attached to the topside of the top chord. lAWARNING: Do not attach cables, chains, or I looks to the web members. Truss spans less than 30'. Sprmder Bar \ Toe n — —Toe In i � pproAmateIV SpreE-der Bar Toe In Less than or equal 10 60' Approximately 1/2 to �/S truss lercth Less than or equal to Go' 1AWARNING: Do not lift singletrusses_trrlith spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials -such as slings, chains, cables, nylori strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tac Line Tie In T Tag Line Tag Line St-ongback/ SpreaderBar t f At or above mid -height Tag Line Approxima:ely� Y-- to 1/, truss langth Greater than 60' CAUTICN: Temporary brac ng shown in this summary sheet is adequate f':)r the Mistallatiol of trusses with similar ccnficurations. Consult a registered professional engineer if a different bracing arrangerrent is desired. The engineer may design bracing in accordance with TPI's Recommenced Diesign Spacil'ication for Temporary Bracing of Metal Plare Connected Wood Trusses..DSB-89, and irr some cases determine that a wider spacing is possible. Frame 2 rypcal horizontal fe menLer witt multiple stakes (HI) �truse of braced oup of trusses {EB) 60* X60 \� �r or less less\ Tag Approximately I- -I �.pproximately Tag Lige A truss length '.:zaruss length Line Truss spans less than 30'. Sprmder Bar \ Toe n — —Toe In i � pproAmateIV SpreE-der Bar Toe In Less than or equal 10 60' Approximately 1/2 to �/S truss lercth Less than or equal to Go' 1AWARNING: Do not lift singletrusses_trrlith spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials -such as slings, chains, cables, nylori strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tac Line Tie In T Tag Line Tag Line St-ongback/ SpreaderBar t f At or above mid -height Tag Line Approxima:ely� Y-- to 1/, truss langth Greater than 60' CAUTICN: Temporary brac ng shown in this summary sheet is adequate f':)r the Mistallatiol of trusses with similar ccnficurations. Consult a registered professional engineer if a different bracing arrangerrent is desired. The engineer may design bracing in accordance with TPI's Recommenced Diesign Spacil'ication for Temporary Bracing of Metal Plare Connected Wood Trusses..DSB-89, and irr some cases determine that a wider spacing is possible. Frame 2 rypcal horizontal fe menLer witt multiple stakes (HI) �truse of braced oup of trusses {EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L/ The end diagonal brace for cantilevered trusses must be placed on vertical web> in line with the support. 2x4/2x6 PARALLEL Continuous CHORD TRUSS TOP CHORD .ii Lateral Bract TOP CHORD DIAGONAL BRACE..:' MINIMUM LATERAL BRACESPACING (DBs) SP'1N DEPTH SPACING(LBs) < #trusses nal bracing. Diagonal bracing should be nailed Up to 32' 30" 1 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L/ The end diagonal brace for cantilevered trusses must be placed on vertical web> in line with the support. 2x4/2x6 PARALLEL Continuous CHORD TRUSS To Chord .ii Lateral Bract Required Top chords that are laterally braced can buckle togetherand cause collapse Hthere is no diago- 10" nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the lopaide of the lop chord. All lateral braces lapped at least two End diagonals a er esseprliial for stability and must be duplicated on both ends of the truss system. \ =45° Attachmer Required 10Tr 20'(Des) li4ii SPF�%'I@ o.0. SS 2 0<� 9 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top :horde that are laterally braced can buckle togethe and cause collapse it there isno diago- nal tracing. Diagc•nal bracing should be nailed to the u iderside d the top chord when purlins are attached to the topaide of the top chord. N l � ' Is Tr30 (DBs) asses /% 2' D.C. All lateral braces lapped at least two End diagonals ani -essential for stability and must be duplicated on both ends of the truss system. X48° Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required + V? Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Diagonal brace also required on enl ,verticals. Up to 24' 1 312 1 8' 1 17 1 12 togetherand cause collapse if there is no diago- iago- 24" Over 24' - 42' 1 3x12 1 7' 1 10 1 6 3' 48" Over 42'- 54 1 312 1 6' 1 6 1 4 are attached to the topscde of the top chord. 72" Over 54' 1 See a registered professional engineer 84" DF - Douglas Fir -larch 7' SP - Southern Pine v HF - IHem-Fir 108" SPF - Spruce -Pine -Fir ti oO� IV Diagonal brace also required on enl ,verticals. PLUME �Ii Truss Depth D(in) i is 12 3 or B greater All lateral braces lapped at least 2 teusses. Continuous Ton _^,,orri Lateral Brace Required 10° or Gr( =4i Attachm4 Requirec WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D50or2" Ma)tmum Plumb Misplacement Line Top ;horde that are latesaly braced can buckle in 12" 1/4" togetherand cause collapse if there is no diago- iago- 24" 1/2" 2' nal h racing. nalhracing. Diagonal bracing should be nailed 3/4" 3' 48" to the underside of the tap chord when purlins 4' 2q• 1-1/4" are attached to the topscde of the top chord. 72" 1-1/2" PLUME �Ii Truss Depth D(in) i is 12 3 or B greater All lateral braces lapped at least 2 teusses. Continuous Ton _^,,orri Lateral Brace Required 10° or Gr( =4i Attachm4 Requirec WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D50or2" Ma)tmum Plumb Misplacement Line 1 T I ±+T L(in) L(In) 1J200 L(ft) 11111 in 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1.1 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' 1 T I ±+T L(in) L(In) 1J200 L(ft) 50" 1/4" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' BOW Length L(in) Lesser of 0200 or 2" L(in) Lesser of U200 or 2" L(in) U20C ; L(ft) 200" 1 " 16.7' 250" 1 AW 20.8' 300" 1-1.2° 25.0' OUT -OF -'PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description beplaced on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibilitvofthe installedbuilder. building contractor, licensed contractor. erector or erection contractor) to properly receive. unload. store. handle, installand brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition when: failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARN!NG: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as aguide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information conta'ned herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not. be reproduced in any form without written permission of the publisher. Printed inth• United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. JRUSS.STORAGE.= CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless A properly braced. Do not break bands until bundles Jare placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theFAprohilbked. DANGER: Walking on trusses which are lying flat JA bands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 T� ' • Y .A • . s. 1 Y TABLE OF CONTENTS TOC -------------------------------------------------------------------- - Project Title.......... BARBARA & ALAN GOUDEY Date........ 08/02/99 Project Address........ 3250 TREVOR RD. ******* ----------/----------- YANKEE HILL, CA. 95965 *v4.50* �9^ L35�e-7_ Documentation Author... Barry Rubanoff ******* B ' i g Perm' # Endeavor Homes 8 ' P.O. Box 1947 Plan Check / Date Oroville, CA 95965 916-534-0300 Field Check/ Date Climate Zone.......:... 11 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 7-7 ---------------------------- ------------ MICROPAS4 v4.50 File-GOUDEY Wth-CTZ11S92 Program -TOC User#-MP1829 User -Endeavor Homes Run-GOUDEY I ------------------------------------------------------------------------------- +ak)� f4.�"�� t 1 e� •y r1 ) �.� t .. , to y;. t �-;1 G �$.. �7K 4 r t i3�xt{ ire l .�'; y f E' ' a '�.r . T ,..'Z.1w�{• +.�. �. &s. TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 I FORM C -2R ................. 6 HVAC SIZING ............... 10 n 1 7 �r RECEIVED AUG 0 5 1999 BUTTE COUNTY Q ,J BUILDING CON t I =AQ1ILDING DEPARTMEN 0kPr; rPVE% CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R 0.059 ----------------------------------------------------- Project Title.......... BARBARA & ALAN GOUDEY Date........ 08/02/99 Wood Project Address........ 3250 TREVOR RD. ******* --------------------- n/a R-0 R-n/a YANKEE HILL, CA. 95965 *v4.50* (SW) Window Front Documentation Author... Barry Rubanoff ******* Building Permit # Door Left Endeavor Homes Window Left (NW) Door Back P.O. Box 1947 Window Plan Check / Date Oroville, CA 95965 916-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. ------- MICROPAS4 v4.50 File-GOUDEY Wth-CTZ11S92 ---------------------------- Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-GOUDEY -----------,------------------------------------------------------------------ ', GENERAL INFORMATION ------------------- Conditioned Floor Area. Building Type . ......... . Construction Type ......... • ,Building Front Orientation. � �6t Number of Dwelling Units.,.. 'Number of Stories F.k`�� 'Floor Construction Type.... �''`, 'Glazing Percentage........ . Average Glazing U -value.... Component Type ------------ Wall Roof Floor Door Orientation 1882 sf Single Family Detached New Front Facing 225 deg (SW) 1 Raised Floor 19.8 % of floor area 0.52 Btu/hr-sf-F BUILDING SHELL INSULATION ------------------------- Frame Cavity Sheathing Assembly Type R -value R -value U -Value Location/Comments -------------------------------------------------------------- Wood R-21 R-0 0.059 Wood R-11 R-27 0.025 ATTIC, Attic Wood R-30 R-0 .0.032 CRAWL n/a R-0 R-n/a 0.330 TO GARAGE ------------------- Window Front (SW) Window Front (SW) Window Front (SW) Window Front (SW) Window Front (SW) Door Front (SW) Window Front (SW) Window Front (SW) Door Left (NW) Window Left (NW) Door Back (NE) Window Back (NE) Area U- (sf) Value -10.0 .20.0 -10.0 .25.0 • 6.0 •20.0 •12.0 9.0 • 20.0 . 12.0 -20.0 22.0 0.510 0.510 0.510 0.490 0.490 0.500 0.510 0.510 0.500 0.510 0.500 0.510 FENESTRATION ------------ # of Interior Pan- Shading/ es Description 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 None 2 Drapes.Std 2 Drapes.Std 2 None 2 Drapes.Std 2 None 2 Drapes.Std Over - Exterior hang/ Framing Shading Fins Type ---- --------- ----------- None Yes Vinyl None Yes Vinyl None Yes Vinyl None None Vinyl None None Vinyl None None JUT,None Wood w P".! �� None Vi -.A, None ILDINGNone,; V-inyl None Yes����Wboell None None ��one Vinyl A Yie` ) Wood None Yes Vinyl Window Back (NE) 22.0 0.510 2 Drapes.Std Window, Bacic (NE) 34.8 0.510 2 Drapes.Std Window Back (NE) 34.8 0.510 2 Drapes.Std Window Back (NE) 29.8 0.510 2 Drapes.Std None Yes Vinyl None None Vinyl None None Vinyl None None Vinyl TTE GOUNI 1 } c CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------- Project Title.......... BARBARA & ALAN GOUDEY Date........ 08/02/99 MICROPAS4 v4.50 File-GOUDEY Wth-CTZ11S92 Program -FORM CF -1R I User#-MP1829 User -Endeavor Homes Run-GOUDEY ------------------------------------------------------------------------------- FENESTRATION Type Exposed -------------------------- InteriorHorz Yes Equipment Type --------------- Furnace t;�►},'F`, ACSplit • •4 ,Tank Type ----------- Storage THERMAL THERMAL MASS ------------ Area Thickness (sf) (in) ------ --------- 8 4.0 HVAC SYSTEMS ------------ Minimum Duct Efficiency Location ------------ ------------- 0.800 AFUE Crawlspace 10.00 SEER Crawlspace Location/Comments ------------------------ Living Rm. Duct Thermostat R -value ------- Type ------------ R-4.2 # of Interior Setback Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Back (NE) ----- 6.0 ----- 0.510 ---- 2 --------------- Drapes.Std ----------- None ---- Yes --------- Vinyl Window Right (SE) 6.0 0.510 2 Drapes.Std None None Vinyl Window Right (S) •15.0 0.490 2 Drapes.Std None None Vinyl Window Left (W) -15.0 0.490 2 Drapes.Std None None Vinyl Skylight Left (NW) •8.0 0.750 2 None None None Metal Skylight Left (NW) •8.0 0.750 2 None None None Metal Skylight Back (NE) •8.0 0.750 2 None None None Metal Type Exposed -------------------------- InteriorHorz Yes Equipment Type --------------- Furnace t;�►},'F`, ACSplit • •4 ,Tank Type ----------- Storage THERMAL THERMAL MASS ------------ Area Thickness (sf) (in) ------ --------- 8 4.0 HVAC SYSTEMS ------------ Minimum Duct Efficiency Location ------------ ------------- 0.800 AFUE Crawlspace 10.00 SEER Crawlspace Location/Comments ------------------------ Living Rm. Duct Thermostat R -value ------- Type ------------ R-4.2 Setback R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number in Energy Heater Type Distribution Type System Factor Gas Standard 1 .62 EF SPECIAL FEATURES/REMARKS ----------------------- • R Tank External -, 's Size Insulation - (gal) R -value 40 R-0 J W ■ , Com. V OT Y P `,> CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R --------------------------------------------------------------- Project Title.......... BARBARA & ALAN GOUDEY Date........ 08/02/99 MICROPAS4 v4.50 File-GOUDEY Wth-CTZ11S92 Program -FORM CF -1R I ------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is ;--'submitted for a single building plan.to be built in multiple orientations, �_::'1F, p�any•.shading feature that is varied is indicated in the Special Features/,,- ,gy ','LRemarks •section. DESIGNER or OWNER DOCUMENTATION AUTHOR ' Name.... Company. .'Address. Phone... License. BARBARA & ALAN GOUDEY OWNER/BUILDER 3250 TREVOR RD. YANKEE HILL, CA. 95965 1-530-534-1358 Signed .. �,6- (date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date), Name.... Barry Rubanoff Company. Endeavor Homes Address. P.O. Box 1947 Oroville, CA 95965 Phone... 916-534-0300 Signed.. ' f- z - (date) TTE COUNT G r-.71 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... BARBARA & ALAN GOUDEY Date........ 08/02/99 Project Address........ 3250 TREVOR RD. ******* --------------------- Documentation Author... Climate Zone........... Compliance Method...... YANKEE HILL, CA. 95965 *v4.50* Barry Rubanoff ******* Endeavor Homes P.O. Box 1947 Oroville, CA 95965 916-534-0300 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. -------------------------------------------------------------------------------- MICROPAS4 v4.50 File-GOUDEY Wth-CTZ11S92 Program -FORM MF -1R • User#-MP1829 User -Endeavor Homes Run-GOUDEY ------------------------------------------------------------------------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an .,asterisk (*) may be superseded by more stringent compliance requirements listed. •;:on'the Certificate of Compliance. When this checklist is incorporated into the'`;. -�►:"permit documents, the features noted shall be considered by all parties .gas,-.. _,�bi.nding minimum component performance specifications for the mandatory.measures i'?�whether'they are shown elsewhere in the documents or on this checklist only; "i' -F'; BUILDING ENVELOPE MEASURES -------------------------- *150(a): Minimum R-19 ceiling insulation. 150(b):.Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; Design- Enforce- er j ment minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage: b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances J J J_ and gas logs 1. Masonry and factory -built 'fireplaces have: R-OLDING DEP:111" �'� _r ;.5 a. Closeable metal or glass doors 'f' b. Outside air intake with damper and control P �3 f1 c.' Flue.damper and control °2. Nb continuous burning gas pilots allowed. Pr, } 0I MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BARBARA & ALAN GOUDEY Date........ 08/02/99 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.50 File-GOUDEY Wth-CTZ11S92 Program -FORM MF -1R 1. User#-MP1829 User -Endeavor Homes Run-GOUDEY ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets f certified by the CEC./ 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation -(R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. * System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. °;,t'•;115: Gas-fired central furnace, pool heater, spa heater or A .+,; household cooking appliance have no continuously burning ',-,.,pilot light (Exception: Non -electrical cooking appliance % with pilot < 150 Btu/hr. ) .,',with'. . .M ` LIGHTING MEASURES k, Aiy� ti i r, -- -- --- -- -- - - - - -- Iphr.# ■Design--Enforce-y^ Y■��.y�{4� - 4- 'r, A ment . - 150(k) -.*40 lumens/watt or greater for general lighting in kitchens- and rooms with water closets; and recessed ceil�r�g�ING DE/ +*+� + +•-� fixtures IC (insulation cover) approved. �. P h U 13 ti l COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... BARBARA & ALAN GOUDEY - ---------------------- Date........ 08/02/99 Project Address........ 3250 TREVOR RD. ******* --------------------- YANKEE HILL, CA. 95965 *v4.50* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 916-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.50 File-GOUDEY Wth-CTZ11S92 Program -FORM C -2R �, ,; . , User#-MP1829 User -Endeavor Homes Run-GOUDEY .. ) . . MICROPAS4 ENERGY USE SUMMARY _ f, ``' ti ---------------------------- - Energy Use Standard Proposed Compliance _ (kBtu/sf-yr) _----------------------- Design ---------- Design ---------- Margin = - = Space Heating.......... 15.29 13.00 ---------- 2.29 = = Space Cooling.......... 14.13 16.94 -2.81 = = Water Heating.......... 12.29 11.43 0.86 = = Total 41.71 41.37 0.34 = *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 1882 sf Building Type .............. Single Family Detached'. Construction Type ......... New Building Front Orientation. Front Facing 225 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Raised Floor 1 21554 cf 1882 sf 1882 sf 0 sf 19.8 t of floor area 0.52 Btu/hr-sf-F 11.5 ft _ IJILDING DEPART rgzt� .poon a COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... BARBARA & ALAN GOUDEY Date..... . 08/02/99 ------------------------------------------------------- MICROPA94 v4.50 File-GOUDEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-GOUDEY I ------------------------------------------------------------------------------- Zone Type --------------- HOUSE ,Residence BUILDING ZONE INFORMATION ------------------------- _ Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) 1882 21554 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ ',', �+;� Surface, (sf) value R-val Azm Tilt Gains Reference Comments � 3 _--------- ---- ------ ----- ----- --- ---- ---------------------------------"�,.•<��1��: {T1, Wall'`- 509 0.059 21 225 90 Yes W.21.2X6.16 i" 2•Wall 63 0.059 21 315 90 Yes W.21.2X6.16 ' 3 Wall 207 0.059 21 315 90 No W.21.2X6.16 4 Wall 510 0.059 21 45 90 Yes W.21.2X6.16 5 Wall 348 0.059 21 135 90 Yes W.21.2X6.16 6 Wall 60 0.059 21 135 90 No W.21.2X6.16 7 Wall 45 0.059 21 165 90 Yes W.21.2X6.16 8 Wall 45 0.059 21 285 90 Yes W.21.2X6.16 9 Roof 800 0.025 38 225 14 Yes R.38.2X4.24 ATTIC 10 Roof 1082 0.025 38 225 12 Yes R.38.2X4.24 Attic it Floor 1882 0.032 30 n/a 0 No FC.30.38X9.6 CRAWL 12 Door. 18 0.330 0 315 90 No None TO GARAGE FENESTRATION SURFACES # of --------------------- Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- HOUSE ----- ---- --------- ------ ----- --- --- ---- ---- --------------- 1 Window 10.0 2 Vinyl Slider 0.510 225 90 0.88 0.78 Drapes.Std 2 Window 20.0 2 . Vinyl Slider 0.510 225 90 0.88 0.78 Drapes.Std 3 Window 10.0 2 Vinyl Slider 0.510 225 90 0.88 0.78 Drapes.Std 4 Window 25.0 2 Vinyl Fixed 0.490 225 90 0.88 0.78 Drapes.Std 5 Window 6.0 2 Vinyl Fixed 0.490 225 90 0.88 0.78 Drapes.Std 6 Door 20.0 2 Wood Hinged 0.500 225 90 0.88 0.78 None 7 Window 12.0 2 Vinyl Slider 0.510 225 90 0.88 0.78 Drapes.Std 8 Window 9.0 2 Vinyl Slider 0.510 225 90 0.88 0.78 Drapes.Std 9 Door 20.0 2 Wood Hinged 0.500 315 90 0.88 0.78 None 10 Window 12.0 2 Vinyl Slider 0.510 315 90 0.88449;-T7-8 �D�rapes ..Std 11 Door 20.0 2 Wood Hinged 0.500 45 90 0.88.78 NontU Y 12 Window 22.0 2 Vinyl Slider 0.510 45 90 0,.,88EP.4Z78 D-r-ape_s.Std 13 Window 22.0 2 Vinyl Slider 0.510 45 90 0.88 0.78 6-r- 6V&a 14 Window 34.8 2 Vinyl Slider 0.510 45 90 0 .881'%x! 78--DFapes�S_td 15 Window 34.8 2 Vinyl Slider 0.510 45 90 0. 8+ii��0''Rd- rapes es�d 16'Wind,ow 29.8 2 Vinyl Slider 0.510 45 90 0.88 0.78 Drapes.Std 17 -Window 6.0 2 Vinyl Slider 0.510 45 90 0.88 0.78 Drapes.Std 18 Window 6.0 2 Vinyl Slider 0.510 135 90 0.88 0.78 Drapes.Std 19 Window 15.0 2 Vinyl Fixed 0.490 165 90 0.88 0.78 Drapes.Std .t R • � i � f t ♦t tib 4i i +'. )i fj j�UTFE ! `�� j t Y- ' R R�.. L.•! t. COMPUTER METHOD SUMMARY Page 8 C -2R ------------------ Project Title.......... BARBARA & ALAN GOUDEY Date........ 08/02/99 ------------------------- MICROPAS4 v4.50 File-GOUDEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-GOUDEY ------------------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area # of Left Rght Vent Surface (sf) ----------- ----- SC SC Interior Hght Ext Dpth ---- Hght Area Pan- Frame Open U- Act 1 Window 10.0 Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- 20 Window ----- 15.0 ---- 2 --------- Vinyl ------ Fixed ----- 0.490 --- 285 --- 90 ---- 0.88 ---- 0.78 --------------- Drapes.Std 21 Skylight 8.0 2 Metal Hinged 0.750 315 12 0.88 0.88 None 22 Skylight 8.0 2 Metal Hinged 0.750 315 12 0.88 0.88 None 23 Skylight 8.0 2 Metal Hinged 0.750 45 14 0.88 0.88 None OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) ----------- ----- Hght ----- Wdth Dpth Hght Ext Ext Ext ----- ---- -•--- ---- ---- ---- Dpth ---- Hght Ext Dpth ---- Hght HOUSE ---- ---- ---- 1 Window 10.0 5.0 2.0 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 4.0 5.0 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 10.0 5.0 2.0 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 20.0 6.67 3.0 6.5 .1..25 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 20.0 6.67 3.0 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a . 12 Window 22.0 5:5 4.0 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a .13 Window 22.0 5.5 4.0 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 6.0 3.0 2.0 8.0 3.5 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface . Mass Type (sf) (in) Cap ivity R -value Location/Comments .--------------- ------ HOUSE ----- --------------------- -------------------------- F'`• 1'InteriorHorz 8 4.0 21.0 0.59 R-0.0 Living Rm. ct.r 3 HVAC SYSTEMS Minimum Duct Duct Duct ' ' System Type ---------------- Efficiency Location ------------------------- R -value Efficiency --------- ----------------- HOUSE HOUSE •.Furnace 0.800 AFUE Crawlspace R-4.2 0.830 ' ACSplit10.00 SEER Crawlspace R-4.2 0.860 tt r, � •'''�' .. r � �a WATER HEATING SYSTEMS JUyyr.COLI3°� Y ,. -. Number Tank DEXternal�J z, in Energy r; Size- rInsulation ; t` yTank Type : Heater Type Distribution Type System Factor'". (gait)-`R-Val=uel, + , ' •� . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - 4 I StQrage Gas Standard 1 .62 40 R-0 COMPUTER METHOD SUMMARY Page 9 C -2R ----------- Project Title.......... BARBARA a ALAN GOUDEY Date........ 08/02/99 ----------------------- MICROPAS4 x4.50 File-GOUDEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-GOUDEY ------------------------------------------------------------------------------- SPECIAL FEATURES/REMARKS ------------------------ JUTTE co -y, r- GILDING n,-1^ --s }' r .. gr rn, tii HVAC SIZING Page 10 HVAC -------------------- Project Title.......... BARBARA & ALAN GOUDEY Date........ 08/02/99 Project Address........ 3250 TREVOR RD. ******* --------------------- YANKEE HILL, CA. 95965 *v4.50* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 916-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. ------------------- MICROPAS4 v4.50 File-GOUDEY Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-GOUDEY ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1882 sf Volume ..................... 21554 Cf Front Orientation.......... Front Facing 225 deg (SW) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used., .... Yes Latent Load Fraction....... 0.20 Minimum Total Load 31657 37897 Note: The loads shown are only one of the criteria affectingtheselection s, . �(tof r HVAC, equipment. Other relevant design factorsj1!su0!G as pa rn flow' '{ wa.;requirements, outdoor design temperatures, coil sizing, vailabil tyz,,of _,,yts;, { rs •equipment, oversizing safety margin, etc., must also b,ei Ponsi deredr, �,is s � ; he HVAC designer's responsibility to consider all factors wiz n selecting` , ', .y ,_• • • , f .• HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 8744 ----------- 4651 Glazing Conduction. ................7775 5054 r Glazing Solar .................... n/a 13238 Infiltration ..................... 12260 5034 Internal Gain .................... n/a 2100 Ducts..... ........................ 2878 1504 Sensible Load .................... 31657 31581 .,.,;�,.• Latent Load ...................... n/a 6316 ----------- ----------- Minimum Total Load 31657 37897 Note: The loads shown are only one of the criteria affectingtheselection s, . �(tof r HVAC, equipment. Other relevant design factorsj1!su0!G as pa rn flow' '{ wa.;requirements, outdoor design temperatures, coil sizing, vailabil tyz,,of _,,yts;, { rs •equipment, oversizing safety margin, etc., must also b,ei Ponsi deredr, �,is s � ; he HVAC designer's responsibility to consider all factors wiz n selecting` , ', .y ,_• • • , f .• ,the_.IVAC equipment. 1 Roberts Consulting Engineering 336 Broadway #7 a Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com ex._Website: http://www.r-c-e.com Butte County Building Department 7 county Center Drive Oroville, CA 95965 (530) 538-7541 RE: Goudey Residence A.P. #: 58-67-016 To Whom It May Concern, It has been brought to our attention that there are minor plan deviations for Goudey residence (presently under construction). Barbara Goudey faxed a list of items to this office on 3/13/00. All items have been addressed in this letter and changes have been made to the calculations. No changes are required on the plans. 1. Type of stucco system used has no effect on the structural calculations. Stucco material was not used for lateral resistance. 2. Missing anchor bolts in the garage area; install ''/z" diameter threaded rod, embeded 9" into the foundation with Simpson SET epoxy. Installation of epoxy anchor bolts shall be installed per chapter 1701 of the 1997 UBC and (shall- be"witnessed 'by a' qualified inspector. - - - - — — - - -- -- 3. Shear walls have been re -analyzed with the new lengths provided to our office via fax, mentioned above. Changes have been made to the calculation package. No -changes are _�• required- on.the.plans:� 4. Balloon framed walls seen on the plans need to extend full height to the bottom of the gable end truss. They do not need to extend to the roof diaphragm. 5. H-1 clips may be used in place of the A35 clips seen in detail #5. Thank you for the opportunity to be . of service. Please contact us at the address and number above if you have any questio Sincerely yours, tip@ OF Charles J. Roberts, PE, MS OF g9-13�Z SUILDW DEPARTMEM APPROVED � � 1 1 STRUCTURAL CALCULATIONS RCE Job #99.:104 for Goudey Residence APN: 58-67-016 Calculation Index: Page # • Gravity Loads 1 • Lateral Analysis 11 — L9 Revision Summary: Rev: 0 Rev. 1 co ° �OF CK Initial Issue Changed shear wall lengths , see pages L1, L5, L7 -L9. ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-'c-e.com 8t Website: http://www.r-c-e.com W W xxx N VI U$ In 00 �r A A CI C N H 0 Gou�aY ��s: I 99 .,04 I_ o UO 03/30/00 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 SHEAR STRESSES AND SHEAR ANCHORAGE SUMMARY Wall ine ID Wall Loads Wall Seismic Wind Length (kips) (kips) (feet) Wallrag Stresses (pin Length (feet) Horizontal Diaphragm Lengths 8i Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (plf) (feet) (plf) North Side South Side West Side East Side 1 @ Roof Level 1@ Foundation 1.34 1.5815.3333 103 n/a 25 63 0.500 0.818 48 inches o.c. 0.818 2@ Roof Level 2@ Foundation 2.93 3.79 28.8 31 n/a 50 76 0.500 0.818 48 inches o.c. 0.500 3@ Roof Level 3@ Foundation 2.09 2.90 C 12 1 242 n/a 38.5 47 38.5 29 0.500 0.818 36 inches o.c. 36 121 36 83 4@ Roof Level 4@ Foundation 1.03 1.21 25 49 n/a 25 49 0.500 0.818 48 inches o.c. n/a 5@ Roof Level 5@ Foundation 1.03 1.43 18 80 n/a 25 57 0.500 0.818 1 48 inches o.c. Wall ine ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) Wallrag Stresses (pin Length (feet) Horizontal Diaphragm Lengths 8i Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (pin (feet) (pin West Side East Side A@ Roof Level A@ Foundation 1.02 2.64 8 330 n/a 29 91 0.500 0.818 24 inches o.c.. B@ Roof Level B@ Foundation 3.21 7.00 23 304 n/a 29 91 36 121 0.500 0.818 32 inches o.c. C@ Roof Level C@ Foundation 3.59 7.33 I 25 1 293 n/a 36 121 36 83 0.500 0.818 32 inches o.c. D@ Roof. Level D@ Foundation 1.39 1 2.9829.75 100 n/a 36 83 0.500 0.818 48 inches o.c. 03/30/00 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 Wall ineateraLoad a a Applied Forces pp ie orces es sting esistive et p i Comments ID * Load Type Height Length Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (klf) (kips) (foot -kips) (klf) (kips) (foot -kips) (kips) Simpson Products ere s are checked at of ends o a shear wall,the following convention is employed: At lettered wall lines, the West end is referencef At numbered wall lines, the North end is referenced first. 1 1.34 Seismic 9.00 3.83 3.02 0.371 2.32 0.183 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. 1 st Level 9.00 3.75 2.95 0.371 2.22 0.196. PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 9.00 3.92 3.08 0.371 2.42 0.170 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B.' 9.00 3.83 3.02 0.371 2.32 0.183 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 1.58 Wind 9.00 3.83 0.200 5.03 0.412 2.02 0.786 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 9.00 3.75 0.200 4.89 0.412 1.93 0.790 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 9.00 3.92 0.200 5.18 0.412 2.11 0.783 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 9.00 3.83 0.200 5.03 0.412 2.02 0.787 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 2 2.93 Seismic w x POST 8t SSTB 16 A.B. 1 st Level 9.00 5.004,4.57 0.371 3.94 0.125 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 9.00 4.00 3.65 0.371 2.52 0.283 PHD2 w/ DBL 2x POST 8t SST91"6 A.B. 13.00 8.21 10.83 0.429 12.27 No Net Uplift! No Holdown Required! 16.00 5.25 8.52 0.230 2.70 1.110 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. 13.00 0 4.00 5.28 0.187 1.27 1.001 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 3.79 Wind 9.00 2.42 0.200 3.44 0.412 0.80 1.091 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 9.00 5.00 0.200 8.40 0.412 3.44 0.994 PHD2 w/ DBL 2x POST et SSTB 16 A.B. 9.00 4.00 0200. 6.32 0.412 2.20 1.031 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 13.00 8.21 14.00 0.208 4.67 1.137 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 16.005.25 11.02 0.256 2.35 1.652 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 13.00 4.0 6.82 0.208 1.11 1.429 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 03/30/00 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 Wall ineatera Loada a Applied ones pp ie ones esisting esistive et Uplift Comments ID * Load Type Height Length Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (kin (kips) (foot -kips) (kin (kips) (foot -kips) (kips) Simpson Products ere s are checked at both en so a s ear wall, t e following convention is employed: At lettered wall lines, the West end is refere cgd-first, At numbered wall lines, the North end is referenced first. 3 2.09 Seismic 16.00 5.85 D 16.17 0.230 3.33 2.200 PHD2 w/ DBL 2x POST 8i SSTB16 A.B. _ 1 st Level 12.00 4.00 8.31 0.173 1.18 1.785 PHD2 w/ DBL 2x POST ex SSTB16 A.B. 9.00 2.213.44 0.130 0.27 1.437 PHD2 w/ DBL 2x POST 8L SSTB16 A.B. fj 2.90 Wind. 16.00 5.83. 22.49 0.256 2.90 3.358 PHD2 w/ DBL 2x POST u SSTB16 A.B. 12.00 4.00. 11.57 0.192 1.02 2.636 PHD2 w/ DBL 2x POST ex SSTB16 A.B. 9.00 ' 2.21 4.79 0.144 0.23 2.063 PHD2 w/ DBL 2x POST ex SSTB16 A.B. 4 1.03 Seismic 8.00 25.00 8.28 0.283 75.13 No Net Uplift! No Holdown Required! 1 st _ Level 1.21 Wind 8.00 '25.00 0.139 53.11 0.314 65.47 No Net Uplift! No Holdown Required! 5 1.03 Seismic 8.00 9.00 4.14 0.283 9.74 No Net Uplift! No Holdown Required! 1st Level 8.00 9.00 4.14. 0.283 9.74 No Net Uplift! No Holdown Required! 1.43 Wind 8.00 9.00 0.139 11.35 0.314 8.48 0.318 PHD2 w/ DBL 2x POST et SSTB16 A.B. 8.00 9.00 0.139 11.35 0.314 8.48 0.318 PHD2 w/ DBL 2x POST 8c SSTB16 A.B. A 1.02 Seismic 8.00 4.00 4.06 0.115 0.78 0.819 PHD2 w/ DBL 2x POST 8L SSTB16 A.B. ist Level 8.00 4.00 4.06 0.115 0.78 0.819 PHD2 w/ DBL 2x POST 8L SSTB16 A.B. 2.64 Wind 8.00 4.00 10.57 0.128 0.68 2.472 PHD2 w/ DBL 2x POST 8i SSTB16 A.B. 8.00 4.00 10.57 0.128• 0.68 2.472 PHD2 w/ DBL 2x POST 8L SSTB16 A.B. I> 03/30/00 - Lateral Analysis - Goudey Residence - R.C.E. Job 99-104 Wall ineateraLoad a a Applied Forces pp ie Forces esisting esistive et uplin Comments ID ' Load Type Height Length Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (klf) (kips) (foot -kips) (MO (kips) (foot -kips) (kips) Simpson Products ere s are checked at both ends of a shear wall, the following convention is employed: At lettered wall lines, the West end is referenced first. At numbered wall lines, the North end is referenced first. B 3.2.1 Seismic 9.00 13.00 16.34 0.398 28.57 No Net Uplift! No Holdown Required! 1 st Level 9.00 10.00 12.57 0.398 16.91 No Net Uplift! No Holdown Required! 7.00 Wind 9.00 13.00 0.222 54.37 0.442 24.90 2.267 PHD2 w/ DBL 2x POST 8c SSTB 16 A.B. 9.00 10.00 0.222 38.49 0.442 14.73 2.376 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. C 3.59 Seismic 9.00 12.00 15.51 0.398 24.35 No Net Uplift! No Holdown Required! 1st Level 9.00 13.00 16.81 0.398 28.57 No.Net Uplift! No Holdown Required! 7.33 Wind 9.00 12.00 0.222 47.67 0.442 21.22 2.204 PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. 9.00 13.00 0.222 53.08 0.442 24.90 2.168 PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. D 1.39 Seismic 9.00 13.0 5.48 0.130 9.31 No Net Uplift! No Holdown Required! 1st Level 9.00 16.75 7.07 0.130 15.45 No Net Uplift! No Holdown Required! 2.98 Wind 9.00 13.00 11.70 0.144 8.11 0.276 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 9.00 16.75 15.08 0.144 13.47 0.096 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. COPY of Document Recorded AND V41EN RECORDED MAIL TO- 25 -Aug -1999 1999-0036606 BUTTE COUNTY BUILDING DIVISION Has not been compared with 7 COUNTY CENTER DRIVE original OROVILLE, CA 95%5 , BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. ' All that real property situate in the County of Butte, State of California, described as follows: See Leq'E�(, Q�r� here D e_scr-Cpts, ached, hereto trod_ mao(e a - O �. Date f as /�� PROPERTY OWNERS: State of California ) County On f'<<��r�:•.; �7"���5-" . � ^fin before me, ' DONNA L. KNIGHT (NOTARY PUBLIC) personally appeared, iSi� !,' I ? f, gp )1� �.-' C / i " �j-aers6Qally known -to me (or proved to me on the basis of satisfactory evidence) to the persoq(#) whose namefdj islam subscribed to the within instrument and acknowledged to me that iWshelthey executed the same in hk/her/tbeir authorized capacity(ies); and that by hos/her/their signatur1016 on the instrument, the persogx or the entity upon behalf of which the person#�'acted, executed the instrument. WITNESS my h` d and official seal. DONNA L. KNIGHT Commission # 1075664 Signature fes' ; , ,.el" Notary Public — Colifornio >_ Butte County My Ccmm. Expires Oct 22. 1999 A. P. # REMMER'S MEMO: MR REiCORD IS DUE TO OU611TY Or ORIGRIIA . DOCUMENT ORDER NO. 3-65251SX- LEGAL DTSCR=PTIC'r ALL THAT CERTAIN :c=:=? : RC= C cr'Y S: _ -T= IN T::?. UN:NCORPO:RATED rKEA OF THE COUNTY OF 2 STATE 07 CALIFORNIA, 3E=NG MORE PPS 7I CULA_ LY. DESCRIBED AS FOLLOWS . . PARCEL I: PPRCEL 1, AS SHCIN-Nl ON' THAT CERTAIN PARCEL NAP, FILED IN T1: OF FICE GF Tr— :�ECCFcDEFc r T::E CGu:JTY 0: :uTTD, ST: TC CF CAL=-O?'�'IA,, CN DECEMEE'R 12, 1979, IN z—OOK 75 OF Mll PS, AT PAGE (S) 29 '-'SSD 30. APT 058-670-016 PARCEL II: A ?�- J VE SEI�E?�'T FC " �_� ? BLIC JT I? 1TY P'JR?GBPS 60 NO EXCT LcI —z R RG -D 7 U _ S:: O THAT CERTAIN P;LRCEL !"AP, FI's:ED IN T FF: IN WIDTH, AS 0�'N N T _ ._`' OFFICE OF THE RECORDER OF T::E COJN:Y OF BUTTE, STATE OF CAL7 ORN' A, ON DECEMBER 12, 1979, IN 300X 75 0 h'iAPS, AT 'PAGE(S) 29 P -ND 30. PARCEL III: A . NON -_EXCLUSIVE "=ASEMENT FOR RG:'� PURPOSES PND PL3LIC UTILI=Y PURPOSES OVER A STIP OF L;L\-.D 60 . 00 : =ET' IN WIDTH, _PING 30.00 FEET ON EITHER SIDE OF A LINE IN THE SOUTHWEST QUARTER OF SECTICN 16, TOlA_- S:: I P 21 NORT- , RANGE 4 EAST, 11. D . 3 . & M. , AIND MCR E -=ART- CUL _RLY DESCRIBED AS FOLLOWS. COl�7�ENCI?vG AT THE WEST QJAKT7R COR_'N.R OF SAID SECTICN 16; T::=NCE ALONG HE NORTH LINE OF SAID SO=:F,� ST QUARTER, SOUTH 860 42' 30" EAST, 1930.36 FEET; THENCE SOUTH 00 18' 10" WEST, 1370-1 FEET; _ ST, 5 fH NCE SGiJT'H 0° 07' 2°" 36' S� " EA e b'. u7 'E:"; — � —_ ' WEST, 100.00 FEET; .THENCE_ ' cc7° 38'F 5^" � 00.00 ._ET TO =NCE SOU':':i � EAST, , 1 FEET THE EAST LINE OF SA_D`SOJT -5—EST Quo_ T'_7R OF SECTION 16; T:.ENCE ALONG SAID EAST LINE, SOJ'":: 00 - 07' 29" WEST, 290.89 FEET TO THE CENTERLINE OF TRUEX ROAD 7j_ND THE '.RUE POINT OF 3EGINN=NG FOR _7 :z CENTERL 7 N-- OF THE EASE?SENT ..=REIN DESCRIE.:D; THENCE FRO: SAID TRUE POINT OF BEGIN-NINIG, SOUTH 590 28' 50" KEST, 6.3E F=EET TO T::E SEC-=?�TNING OF A 150.00 FOOT R.A�IUS CURVE TO T::E RIGHT, • _?:L M.ONG .- . NC�' nT T' --"E SRC OF SAID CT7RVr, "? R G- A CENTRAL =?OGLE Or 560 08, ARC DISTAONCE OF 146.99 FEET; _: ENCE ?NORTH 640 22' 30" 1 EST, 258.85 FEET TO THE BEGINNING OF A 300.00 ?OOT RADIUS CURVE TO THE RIGnT; THENCE ALONG T.H. ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 190 93' 36 A. PSC DISTA_'JCE CF 103.29 FEET; THENCE NORT- 440 38' 59" NEST, 409.30 FEET TO THE SEG NTNING OF A 300.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG THE PRC OF SAID CURVE, THROUGH A CENT.-FLAL �• -- rNGLE OF 160 19' 3111, ".M ARC DIST,N�CE OF 95.95 FEET; 1. NCZ NORTH 260 19' 23" WEST, 133.20 FEET :'C B=GI?qNING C? A 400.00 FOOT cF_DiuS CURVE TO THF. LE T ; T : NC.?. ALO?vG THE ARC OF SAID CLAVE, r• CONT IPVt-TEJ 1 2ECOR^C!'S MEMO: Pz PZEC RD !S WE TO QUALITY O vlO��l,�L OOCUME�IT ORDER NO . 3 - 6 52 51 SXL PARCEL III - CONTI.I'UED T :ROUGH A CE'JTRAL ANGLE OF 23 ° 53' 30" , AN ARC 'DIS.P CE OF 166. 80 FEET; TI:ENCE NORTH 500 12' 53" WE's 623.55 FEET TO .-E SEGIN41 I, OF A 300.00 FOOT RADIUS CURVE TO Tr_:. RIG::T; THENCE ALONG _-- ARC OF SAID CURVE, THROUG:: A CENTRAL ANGLE OF 140 22' 39", AN ARC DIST-- CE 0' 75. 28 FEET; Tt=NCE NORTh 35° 50' 14„ INIEST, 101 . O1 . Err TO _ CENT7-:cLINE OF AN INTEER SEC71 N G 60.00 FOOT ROAD EASEWiENT T=ENCE ALONG SAID CENT=RL•IN'E, ALONG THE ARC OF A 110.00 FOOT RPADIJS Cl:CVE TO 734E LEFT, W'H'OSE TANGENT AT THIS POINT BEARS NORTH 540 09' 46" EAST, T=ROUGH A CENTRAL ANGLE OF 95'0 27' 29", AN ARC DISTANCE OF 183.58 F=DT ; THENCE NORT.. 410 27' 43" WEST, 8-1.61 FEET TO TLFr S EGET=KING 0. A 100.00 FOOT RADIUS C;.1:tV TO THE R:GH • TH:=N'CE ALONG TLE r=RC OF SAID CURVE, TRROUG:: A CENTRAL ANGLE OF 520 12' 02", A' ARC DISTAKE OF 91.11 FEET; T?IENCZ NORTH. 100 44' 19" EAST, 21.92 FE^VT TO T:sE 3EGINTNTO "" ING OF A 100 . 00 FOOT RADIUS CURVE •t, L F 1 , E T • T:iENCE ALONG THE ARC OF SAID CURVE, TUROUGH A CENTRAL ANGLE OF 19 ° 30' 57", AN ASC DISTANCE OF 34.06 FEET; THIENCE NORTH 80 47' 38" WEST, 29.76 FEET TO T'r'= BEGINTNING OF 100.00 FOOT RADIUS CURVE TO T:..., RIG -:T; Ts:ENCE ALONG T'r.F, ARC OF SAID CURVE, THROUGH A CENTRAL PI\IGLE OF 1000 05' 08", AN, ARC DISTANCE OF 174.68 FEET TO A POINT 30.00 FFEET.SOUTH OF THE" N'ORTH.. LINE OF SAID SOUTHWEST QU'ART'ER OF SECTION 16THENCE PARX •L•EL WITH SA=D NORTH LITE SOUTH 880 1_2' � 0 " EAST, 41-80 FEET TO THE EAST BOUND=RY OF ANN EXISTING 60.00 =OGT ROAD EASEMENT. EXCEPTINIG - T . RE F ROM'ALL T'r:AT PORT =ON LYING - WITUT N ?' _7 BOUNDS OF PARCEL 1, DESCRIBES HEREIN'. PARCEL =V: A N'ON-EXCLUSIVE✓ EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY URPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, LYING 30 FEET ON EIT: R SIDE OF A LINE IN T -E NORTHWEST QUARTER OF SECTION 16 T0w-INSzIP 2= NORT'r', RANG E 4 =ASH', ?f . D.3. & M. , ;-1ORE PAR ICUL. =RLY DESCRIED AS FOLLOWS: _EGIINN-ING AT A POINT IN T E EAST -W -EST CENTERLINE OF SAID SECTION 16, DIS '_'ANCE ' SOUTH 880 42' 30" .EAST, 1129.09 FEET FROM T:?E WEST QUARTER CORNER OF SAID SECTION 16, SAID CORNER IVARKED 3Y A FENCE CORNER 'POST IN A MOUND OF ROCKS; THENCE FROM SAID POINT CF SEGII'NING, ALONTG T."E FOL.'1XI �IN'G 8 COir SES : (1) FROM A TAtiGENT T::.' -`.T SEARS NORTH 050 CI' 2'0" KEST, r`.LGNG ARC OF A CURVE, CONCAVE TO ...E NORTHEAST, :PAVING A RADiTUS OF 200. 00 FEET, T, SUBT ?DED 3Y A CHORD SEARING NORTH 000 42' 45" EAST, 40.52 FEET, (2) NORTH 06° 30' 50" EAST, 118.93 FEET, (3) ALONG T -F. ARC OF A TANGENT CURVE, CONCAVE TO THE SOUT'r.'EAST,.AVING A RA.DI'v'S OF 100.00 FEE., SUBTENDED BY A C::GRD BEARING NORTH 470 07' 05" EAST., 130.17 FFEETT (4) NORTH 870 43' 20" EAST, 226.31 FEET, (5) ALONG T 7- ARC OF A TANGENT CURVE, CONCAVE TO THE NORTHWEST; HAVING A R_3DIUS OF 200. 00 FEET, SuBT'NTD D 3Y A CHORD BEARING NORTH 720 30' 40" `AST, 104.95 FEE -_-T, (6) NORTH 57° 1a' AS 7, 163. 24 FE (7) ALONG ARC OF A TANGENT CURVE, CONCAVE TO CONTINUED ORDER NO. 3 - 6 52 51 SIAL PARCEL IV - CONTINUED TF.E NCRTFNE-EST, ': AV! NG A ,R-Z-DlUS O: 250.00 FF,E" SU=Tc.rDED BY A CHORD =ARIN^ NOR-- 34° 31' 20" .AST, 193.58 FFEET TO A POINT OF R-.V=EcE CURVE, AND (8) ALONG THE L.RC OF A TF?\lGENT CURVE, . CONCAVE TO Tr.� SOU—. -w ---AST,. -:AViNG A R.bDIUS CS 400.00 . =ET, SUB_EE AD=D BY A CECRD BEARING NOR7-A; 28° 26' . _b" =AST, 229.81 FEET -70 A PoiNTi RIG -.T C= WAY LINE CE STATE ROUTE 70, SAID POINT DISTllN- l�'EcTE c_Y _40.97 = EET I;EASURED AT R-XlIG- �GLEc TO THE BAS __Ivs, AT ENGINEER' S STATION B 823 + 59.67 OF THE STATE OF CALIFORNIA DE:FRTMZNT OF PUBLIC 1401ZRS 1952 SURVEY OF ROAD TT 7 -BUT 21-8 HIGHWAY 70. !:.: SID=T TES 0- SAID 60.00 r0:,1 S!RIP 10 BE L..NG=-_?\'ED CR SWORT=NED TO TERIMMINATr TN SAID CA.cT-WEST C-NT7—RLINE 0= ST—C:IO:v 15 F.I\7D IN SAID WEST RIG. I OF i,'AY LII�7 C- STAT ROUTE70. ECO PO(DR 1,ELORD !S DUE TO G?LIA1 !Pi" ::*� R!GINA.L DOCUMENT END OF LEGAL 058-670-016 PERMIT#98-1463 GOUDEY, Alan 3250 Trevor, Yankee Hill Re -tag Ele- Serow-, 2Lj OFFICE COPY Address GAS M erBy ate ELECTRIC Dat Meter By 11c � ..,t--..-.�vF;w*,+,-�--w�r^ v. Tc�„!�-!Y�r.-•--n Ra+-i^�s--r�ry-� .. �- �.-.s. ,�..,...y�..-..e,,..—...;--� COUNTY OF BUTTE - DEPARTMENT OF DEVELPPMENT SERVICES - BUILDING DI ION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 41 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 08-670-016 ZONING BU DING PERMIT OWNER�EY,,AUM Q TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1097 BLANCHE STREET #303. PASADENA. CA 911 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 3250 TREVOR, YANKEE HILI. JL.JV TREVOR, Energy Plan Checking Fee $ g $ PERMIT FEE $ _wrNo,.�._. .PLUMBINGePERM1T, - ... 4Filing Fee 20.00.: Each Trap 7.00 USEOFSTRUCTURE Y SF ❑ Duplex ❑ Mobilehome ❑ Other sPECFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IS Describe Work: RE — TAG ELECTRICAL SERVICE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R Main Service 20eoov0AODRLE.ESSss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO lOooA 46.00 NEW CONST. DWELLT OCCUP. s0 OR ADDNS. ( 8 ACC. BLDS. 3.50 FT. NON g6oSID MU LTH' @7,50 PowER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES Bn0 p 1.. 50 Ex. Occup. oUTLEEoTSAPPUNIo of 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) - I I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. - 1 , !' X /` Date 7 % - _ Signature of Applicant -7 Owner 0 Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. -- 'MECHANICAL PERMIT - Fling Fee - 20:00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ DCc CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been aid. p (Date By I .'' "//) : / t/,1 tK(nof PERMIT EXPIRES ON % ) i I I l Receipt No. WHITE-D.D.S.-B.D. CANARY ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILZ41 7 County Center Drive • Oroville, Californias 95965 • Telephone (530) PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 058-670-016 ZONING ZONING BU DING PERMIT � OWNER GOUDEY, L�'IIIIL'7V `+10 1+1011 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1097 BLANCHE STREET #303, PASADENA, CA 911 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3250 TREVOR, YANKEE HILL Ener Plan Checking Energy g Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Xg SF ® Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: n ELECTRICAL �SERIVCE LOA =C_.1 L � 1 I� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G WF__ @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800OR LESS Main Service OVA ORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under enalty of perjury that I am exempt from the Contractors License or the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / ate 7 / 3 j�� "3hPZ � Signature of Applicant Owner 0 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. so. 3.50FT. N"�A6D. RANCH MULTI -OUTLET CIRCUITS @7,50 POWER APPARATUS & SINGLE OUTLET CIR. EX. Occup. OUTLET OR FDCTUREs SAL @ 1.50 Ex. Occup. DFUIUTiErs R� °� 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S 43.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ :1HAZ. o. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Nod y Dat - PERMIT EXPIRES ON I 0to Receipt No. _ 17 WHITE-D.D.S.-B•D. CANARYfASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signahue, Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESA NO O 2• I HAVE C3 HAVE NOTXsigned an application for a building permit for the proposed woiL 3. I have contracted with the following person (firm) to provide the proposed construction: P ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. 1 plan to provide portions of this work, but I have hired the following person to coordinate; supervise, and provide the major work: NAME:_ /U IA ADDRESS: - CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE:_ NOTE:----------Thin-Owner-Builder Verification is required by Section 198.31 and 19832 of the California Health and Safety Code. This verification must be completed aid returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. if your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should, be aware of the following information for your bene flit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform theirs 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 contracprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi iia, C.B.O. M ger, Building Inspection NOTE: This Owner-Builder,Information is required by Section 19830 of the California Health and Safety Code OVER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 4 lay PERMIT APPLICA TION DA TA SHEET OWNER: At -L -E -d GOUDEY ASSESSOR PARCEL NUMBER: 058-670-016 Proposed Building Use: RE TAGBuilding Inspector: Date: 6/18/98 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 111. All items have been submitted. 112. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 116. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. 08. Hazardous Material Form. ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ' BfO. Fees of $ +). . C ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. 1113. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 1:120. Pre -inspection for required. 112 1. Contractor's license information. (Number, Name Style, Classification). ❑2?�: Workers' Compensation carrier and policy number. 23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 1324. Letter of signature authorization. 1125. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. 1127. Manufactured Home utility clearance. , . 028. Existing violations and/or expired permits. 029. 0433 A,❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E60. Other: 6t4 � � c;P� When you issue the permit, pr6 ss as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. %© Applicant—Grik: 21 EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation 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. 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 checking fees for work plan checked and other department costs are not refundable. Original - Applicant ' S�� �'�rl +.'�:r Tyr.) .,`...-.•� .�,. a],.� �.�y[�'i '.``►-i-n„�rW++y.i,. ,. r - , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING Z44 7 COUNTY CENTER DRIVE - OROVILLE, CAf FORMA 95965 -TELEPHONE (916) 53. 7541 y an PERMIT APPLICATION DATA SHEET i OWNER: Al bBN GOUDBY ASSESSOR PARCEL NUMBER: 058-670-016 Proposed Building Use: RE TAG Building Inspector: - Date: 6/18/98 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: -• Date Received By 111. All items have been submitted .----------------------------=------------------ -------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ----=--------------=---------------------------------------- 113. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!------------------ ---06-Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C�tiildings- --------------------------------------------------------- ❑ 8. Hazardous Material Form. ----------------X---------------------------------------------------------------------- ❑ 9. Manufactured Flomd data and installatiiiisfi"iictions, including Tie Down Specification$ --"--�--=---- 04'0. Fees of $ -fie r.� � - r rc � i ------------------------------------------------------------------------ ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ' ❑ 15. City of Chico pl plumpermit. --------------------------i----------=--------------------------------------------- `❑ 16' Plot plan anXbusiness license approval from the City of Biggs. ---------------------------------------------- Z rk�.,. . ❑ 17. Planning approval for (A) Use: - (B) Parking: -------- ----------------- i;, ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ` ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ----------------------=------------- 223. . Workers' Compensation carrier and policy number. ----------------------------------------------------------- Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑).------------------------------------- 024. Letter of signature authorization. ------------------------------ El 2 5. -----------------------------❑25. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. -------------------------------- El 27. Manufactured Home utility, clearanceY----------- ;--------------------------------------------------------------- 1128. Existing violations and/or expired perriuts.----------- ----------------------------- -------- -'- -------------- � ❑29. ❑433 A, ❑Grant D ❑ M.H. Title, 11 Check to H.C.D $ .--------------- ❑'30. other: ------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. (Date) ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ HealthDepartment, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: •`T.r Plans reviewed by: Date: Plans approved by: r Date: 1 Sets of plans on -hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date::' I Yellow Copy - Department of Development Services, Building Division. ` d PERMIT NO. NO. PERMIT EXPIRES / OWNER DWIGHT GRUMBLES CONTR. unknown ASSESSOR PARCEL 41-53-16 LOCATION S/S Trevor Rd,@Wild Turkey, Concow are OFFICE COPY j f Address i Temp. Power Po,- 1,,4' GAS - I Called PG&I ' Meter By _ Date ELECTRIC ; 1 Temp. Elec. Ser` Meter By Date+� c I Called I Temp. Gas Service Calle i 1 JOB FINA Signa 4 { J �I i � Mr t1 L I .N r t J = AJK•• O = Not OK = Not Applicable MOBILEHOMES MISCELLANEOUS = Not Ready Date MOBIL HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s Zoning Requirements—Setbacks—Easements . Soils; Special MH Support—Sketch 1. Zoning Requirements—Setbacks—.Easements 2. Footings; Size—Depth—Spacing—Connectors All -Sewer; Local ion— Test— F C/0 Con rete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Wat r; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing lectricity; Location—Clearances rnd. = Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures as; Location—Test—Wrap:/ /"L"ft./ /"Nat. /"L"ft./ "LPG 6. Carports; Windows—Doors jb tility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date BI HOME INSTALLATION (Plans) OK except #'s Date POOLS (Plans) OK except #'s jedhing Requirements—Setbacks—Easements 1. Setbacks—Easements Footings; Size—Spaci —Marri Line 2. Soils; Compaction—Structure Stability MH Test—De r&fnd—Vqffe—Co4lrector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining E tricity; MH Test—Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting; Distances—GFI Dra'n; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI er; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed ter and Sewer Connected—C/O to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit E ' s; Insp.—Sketch Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date . and -BI Date Card -BI Date Card -BI Date Card B -I 1 Date Card -BI Date Card -EI Date Card -BI Date a i a = OK =Not OK r. =rNo(Apylicable RESIDENTIAL'(Single and Duplex) = Not Ready Date UNDERFLOOR Plans OK except #'s Date FRAMING Continued 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -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. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 51. 52. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 10.Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except #'s ' Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except #'s 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 56. Ext. Steps -Door & Sidelight Protection -Landings 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. 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. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 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 #'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-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. &Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. 75. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Following instld.: Drive E] Yes E) No: Walks ❑ Yes E] No: Planters ❑Yes 0 N 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes El 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. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except #'s 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86, Energy Compliance Certificate -Other Certificates 34. 35. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date 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 FRAMING Plans OK except #'s 36. 37. 38. Sills; Proper Material & Anchors Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) r 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfn_g_. 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit jobsite) 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 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. Inspectors=% Date'"G7 MOBILEHOME INSTALLATION ACCEPTANCE t COUNTY OF BUTTE ';. DEPARTMENT OF PUBLIC WORKS - 7 COUNTY CENTER DRIVE *? g' OROVILLE, CALIFORNIA - 534-4541. :h i PERMIT N0. 2.33,R-9'C- Address or location of mobi lehome s p41h t' re-ir) ��� / 7ur',01 / Owner's name / Inrl r Wl C Owner's address 7 '-)' t Insignia or hud number A` r% Manufacturer's name i, Serial number of V Year of manufacture- teefFi is Appr ing Installation) (Date~ IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION, ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. h, t5136 White -Owner, Yellow -Installer, ,Pink -D.P.W. :. MOBILEHOME INSTALLATION ACCEPTANCE x` COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 534-4541 t PERMIT N0. Y- Address or location of mobilehome �S-T-boIL1►_� �1 t�,� Lt ) r D/,)/ Owner's name J 1//,)/hL A a, yn Owner's address 7 -%a- o,)� ( -Q - I � N ff-nU, h �+ Insignia or hud number— Manufacturer's umber Manufacturer's name T �c- 4;�- t �"-A-n Serial number of V.-hN.= (1 Year of manufacture ol—Apprbying Installation) I `" IDat IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCE;TANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 5138- White - Owner, Yellow - Installer, Pink - D.P.W COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ftJ PERMITN . 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 33 APPLICATION AND PERMIT ASSESS . P RC UMBER ZONI G— O BUILDING PERMIT OWNER ��--99 GS TELE HONE —� .SQ. FT. DCC. BUILDING VALUATION OWNER'S MAI LIN D ESS �• 0 '1 AM CONTRACTOR'S NAME . /� ONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $> LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING A D Ess Permit fee $ ISM I PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP �- Water piping 5.00 Each qas water heater or vent 5.00 USEOF STRUCTURE j�,/ SF ❑ Duplex❑ Mobilehome Otherl SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home 0.00 ea TYPE OF WORK /` New ❑ Addition F1RemodelUtilities rU—',/ Installation❑ Other ❑ Describe work: Permit Fee $ 40100 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUslnes$ and 'Professions Code and my license is in full force and effect. License No. Classification El 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 CONST. DWELLING OCCuP.� CC. BLDGS. , �22sgft New CONSTR.(AMULTI-OUTLET NON.R ESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS el SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050Q DAL@ 30 \ Ex. Occup. OUTLETS P(RESID.)RE A./ 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. ❑ 1 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 FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all 1 bilities, judgments, g" ts, and expenses which may in any way accrue aga n t; said County ' c s ence of the gran ing of this permit. X Date Signature of plicant — caner C 'Contractor 11 Agent ❑ An OSHA permit is required for a ovations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYPEJ I JFV0 PARCELPa N IssD This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTORVOF.UBLIC BY ' PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date t r Receipt No. IQ / WHITE-D.P.W., TELLOW-ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMVV',U !011GS U C0UHTY.CALiF�,R1l1,1 FOR RESIDENTIAL DtVELOPMENT A'f THE RkQUFST OF Section 26-8.1 of the Butte County Code requires this acknowledgement :;j' be recorded prior to issuance of a building' permit— 1965 AUG 19 Ali ; 44 Page., The property described herein is adjacent to land or incl within an area zoned for agricultural purposes, and residents EQ ?. LL:E'0XEi' property may be subject to inconveniences or discomfort arisin X CORDER EEE:. the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zopes and on adjacent property should be prepared to accept.such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCEL A: --- Parcel 1, as shown on that. certain Parcel Map being a portion of the Southwest quarter 'Section 16, Township 21 North, Range 4 East, M.D.B. & M., filed in the office of the Recorder of the County of Butte, State of California, on December 12, 1979 in,Book 75 of Parcel Maps, at pages 29 and 30. PARCEL B: Nonexclusive easement for .road and public utility purposes 60 feet in width as shown on that certain Parcel Map being a portion of the South- west quarter, Section 16, Township 21 North, Range 4 East, M.D.B. & M., filed in the office of the. Recorder, County of Butte, State of California, on December 12, 1979 in Book 75 of Parcel Maps, at pages 29 and 30. r i a 4 Date: 8� PROPERTY OWNERS: a of�� �S —� 19 before o �A��-� . ) On this the S____ dear Public. Personally appeared State the undersigned No y SS . mmee,,� County of -a L > ._J/c� �%1'1-�' U'/ l /►'1 h l �' _s A ►1 C� / ' . / Personally known to me. (/ Proved to me on the basis of satisfactory evidence. ,q,� ubscr ibed to to be the person(s) whose names) , the within instrument and acknowledged that -�---- d. 1 executed the same for the purposes therein contain c N WITNESS WHEREOF, I hereunto set my hand and official seal. t; JANICE L. JEND 4`fi? NOTARY PUBLIC CALI4 Butte County �� —� My Commission Ezpites ANotary Pu is Present A. P. No. '� rI. •'+i'. .p,. 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', : 'fir r• ' r ," � a �l 4•. . , w-trr.�` } t'. i+ie � �iw f ' r iCt',`•" \' r t .,-� .i: . ys 4 Y'( � � T": w,� t.:~ ry��7..A �'� � - `t%.?•ii:'"^ `r Y""���'f0;,r. V„ s • �"t �� �" 3�t{ r� i S 'a^. a: Ltt••'� . �xi �'a.: +c;Y .r.• ; *�+ 4r �„,,�. � . !�} ,_ ��+it r.-•' F • ,,fSy �y7^"�=". . �r4r �r,,;�r��. ,�.r,��, � , ,� r .�'���y+��''�`��4�'�'�� � s�[r..,'''±��'�y��'r}f'.'`,��;�.,,.'''�d' �•+�'.',�,r ,wr�.,��r "''.+'I;4'�'`�,. +t��''tS,`�"t? Li•.k��S��'•"�a�'��lf'••iii�s�•�� ..i?4 _ a�,+�C�r7���f•.7'•' Fa���i�w.+.'k�i�. f";roMr��'s'!rY.(X$��%y' �*}�vT'�}� �C fa it � •+�,d,;y..-r: ar"•+rr. �°„,��r'i"r'.r�.:r+�_ ?.ryY`.d `^i �'..fiy r �r,"+ "" r 1 �' / - - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. \/J 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-454 3 APPLICATION AND PERMIT ASSESSO ARC MBER ZONI G BUILDING PERMIT OWNE 4i YYI S TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER MAILIN ADDR S CONTRACTOR'S NAME E EPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER 1' N UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS - Permit Fee $ ARCHITECT OR ENGINEER •t LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDI A DRESS Permit fee $ ' PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping - 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome4;,1*"'0ther SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Additio Re odel ❑ l I' ies ❑ Instal tionC Other ❑Permit Describe work: Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 oCJ Main service 100 AMP OR00V OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F-1NON.RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification i, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason OR ADDNST DWELBLDGOCCUP N) S. '/x¢sgft NEW CONSTRMULTI-OUTLET BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. ) EOi0@50t Ex. ccu Occup(OUTLETS OR FIXTURES\\ eAL030 FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REAJ 2.00 Temporary service 10:00 Mobile Home Facilities 15.00 . MiscWiring 15.00 Permit Fee $• ' WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Counlyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all Ii ilities, judgments, c ts, and expenses which may in any way accrue agai s said bounty i co u ce of the granting of thisGpermit. ' %� Date /1%� 1S ! Signature of plicant — ner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for exco tions over 5'0" deep and demolition or construct- ion of structures over 3 stories in he' ht. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ r occu P. coN ST.TYPe JFLO..JP..CF1J PD HD ISSUE This permit is hereby issued under sions of. the Butte County Code and/or work indicated above for which DIR TOR O PUBLIC _ By- PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS D e � Receipt No. d �(o WNITC-D.P.W., YELLOW-A98e990R, PINK -INSPECTOR. GOLDENROD -APPLICANT I 1. Owner's name: 2. Installer's na BUTTE COUNTY.DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 3. Is .the site currently under permit? Yes TT/ No (If yes, furnish permit number ) OR Is the site an existing site? Yes / / No -: (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes 44 No N i (If no, clarify — 5. What is the mobilehome electrical rating? ------------------- ® Amp 6. What: is the mobilehome site service rating? --------------------- b Amps 7.. What is the mobilehome site circuit breaker rating? ------------- 7o - Amps 8. Is there any other electric load to be'served by the mobilehome siteservice? --------------------------------------------------- Yes �[ No (If yes, identify the load and size: (Load) mil (Amps) al /yo 9. What is the mobilehome site gas pipe size? ---------------------- (in•) . 10. What is the type of gas service? ----------------------------- Natural %% LPG 11. What is the gas pipe length from meter or{tank to the mobilehome?�, 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than on natural gas or less than 50 ft. on LPG.) )6 eft. BUTTE COUNTY BUILDING DEPARTMENT APPROVED IP6 MOB ILEHOME SUPPORT DATA Mobilehome Mfr. �- If other than single wide, ` ��� 1+1-SF-1!�� furnish Setup Model No. .,a Year ylidth / (ft.) Box Length 60 (ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Footings (check one) • S Single 1. Wood either pressure treated or foundation grade. x (ft.)(in.) (in.) (in.) - ❑ 2. Others (specify) Center support locations* Center support footing sizes Supporte.(check one) .. (in.) LA 1: Concrete block. �� �� ❑ .2. Other, (specify) (ft.)(in.) (in.) (in.) E --tagalong or Expando,' show support details. (� (ft.)(in.) (in.) (in.)X1�K� ,2 x -- Typical Support (in. (in.) Footing Size X (ft.)(in.) (in.) (in.) I -- Max. Pier Spacing (ft.)(in.) y Max. Overhang (ft.) (in.) (in.) (in.) '- (ft.)(in.) � *If center piers are other than drawn above, draw in. -locations. spacing, and dimensions. M /.� NOTE:'=AII Materials & Workmanship ; Shall Be in /- ccordance with Recognized Good Practices and f a quality prescribed for the Specified usekin 'the 'form Building, Plumbing & Mechanical Codes and. *PMO % S - 3 ® ' th National Electrical Code, This set of plans and specifications MUST be. k t on the job at all times and it is unlrywful +r: m any changes or alters+ions on some wi+hout writ n permission from the Department of Public Wor County of Butte. V moo, ; t' ; Utility connections all be within rp 4 ft. of the mobileho e, either A setback oWft. from the ' directly behind or wit in the mar property lines and a setback 1 half of the roadsid6 (le ) of the of 50ft. from the road mobilehome, centerline shall be clear-of structures or equipment. except / 0 rfZL2 ft. eave overhand. F.� sr� �n•ITS l � a y _ BJTTE COUNTY ING DEPARTMENI AP_PPOO/ED /r a 15 . . C, AP OWNER PERMIT # MH UT IL . CLEARANCE DATE INSPECTOR ��Qd ir ELE TRIC GAS Support Compaction Str c. Test Req. service Other size Load Type Pipe Size Length YES NO YES NO A G PERMIT NO. 2755-85B PERMIT EXPIRES OWNER DWIGHT GRUMBLES i { CONTR. owner ASSESSOR PARCEL 41-53-16 LOCATION S/S Trevor Rd @ Wild Turkey, Concow R i Temp. Power Pole_ 1 Called PG&E _ Temp. Elec. Service Called PG&E_ Temp. Gas Service _ I Called I JOB FINAL Signatu a J OK O = Not OK = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except q'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 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- Enc losures- Pane [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 I �+ r I V = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIA.I (Single and Duplex) � Date UND LOOK Plans OK exce t#'s Date FRAMING (Continued) Zoning requirements -Setbacks -Easements 48 perty Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth 49. xt. Doors -One -3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 5 - om-Rise-Run- Land ing-Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52.,Sidinf-NailinclAVeneer 6. Stemwalls, Garage; Steel -B lockouts -Wrapped -S lab StuccoMesh-Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date =f Card -BI Date Date _ FINAL (Pl xce t q's Card -BI Date Card -BI Date D to PLUMBING (Permit) OK except q's Zer-Sx-t. Steps -Door & Sidelight Protection -Landings . Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 5 Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15, Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection n9 17. Shower Pan; Test, First Floor -Tub Access ao r F i R Bao =it, -tures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61 anel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 6Q 6IaiF&46-RaiI.&_ 63 ; Glearances-Hearth 64 Panel; Int. & Ext. Card -BI Date Card -BI Date _ ce; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 6 u e s Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67,in -Landin -Closer 69 .C. Duct in Mara e -Damper --- - e -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 20. 20. Fixture & Transformer Clearance -Ins. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 7 Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 23. Romex Installed Close to Edge of Studs & C.J. arage; (G. F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water j2__Laaula tion-Foam Looked in Attic ❑Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size 7$, Guard Rails &Deck Construction -Post Caps 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral []Yes ❑No 75. Following instid.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters []Yes 11 No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Cirnces-Brkr. & Cond. Size -115V Outlet 0. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Dat Date Card -BI Date MECHANICAL (Permit) OK except N's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/0 to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86• 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 Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRA Plans OK except q's Co,mfire al: Is; Proper Material & Anchors 3 . -Bearing WA ; Studs -Nailing, Spacing & Bracing -Plates -Sound Walls over Girders & Floor Nailing 39. 4e--rpe�5o Bre in Walls (rat proof) -, Furred Ceilings -Stairs -Chases -Tub i3�O-Header & Beam -Size & Bearing anos a -Anchors-Connectors 4 44. ng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfn_g_. ace fes or Type A Flue -Fireplace Throat s; ize omex Protection -Draft Stop -Ins. Baffles 4 m. indows or Exiting Doors -Sill Hg1, & Dimensions 47. on Framing (NOTE:Anentrymust be made each time youvisit jobsite) .— - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT MAE�.X`� V ASSESSOR P RCE 4 NUMBER / ZONIN BUILDING PERMIT o R l� TELEPHONE SQ. FT. OCC. BUILDING VALUATION OW R'S AILING ADDRESS %/ t1©r !O CON RAC OR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CON TRUCTION LENDER id UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ r AR TECT ORENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS . I Penalty $ BUILD INq DOBE r rPermit r ^ fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 a Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCT RE / SF ❑ Duplex❑ Mobilehome❑ Other S!?SF ❑ Duplex❑ Mobilehome❑ Other 0 SPECT v Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00 ea TYPE OF WORK New [ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: _ 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 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions Code and my license is in full force and effect. License No. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING OCCUR.& C �20sq ft OR ADDNS. ACC. BLDGS. , NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRCUITS) 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES 20050CBALD 30 FIXED APPLNS. Occup. EX. OUTLETS (RESID.)REA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I al agree to save, Inde ify and keep harmless the County of Butte against al Iia ilities, judgm sts, and expense which may in any way accrue a a ns said�oun c equence of the gr ting of this p it. Date Big -nature of Applica – 0 ner Contractor ❑ Agent ❑ An OSHA permit is required or excavations over 5'0" deep and demolition or construct- ion of structures over 3 stori s i, height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. NST.TYPEJ F PARCEL PD HD 59UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC BY PE T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date/— ����'C� Receipt No. WHITE-D.P.W., YELLOW -ASSES S0R, PINK -INSPECTOR. GOLDENROD -APPLICANT !. 1 COUNTY OF BUTTE - DEPARTMEMTVOF-4PUBLIC WORKS - BUILDING DI�VIS'ION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965' - TELEPHONE: 916/5341,x4541 iR � J PERMIT APPLICATION DATA Permit No. I OWNER All In 1 S A. P..No. Proposed Building Use 11i Permit Fee Based Upon: Complete Contract Price T_DPW Valuation Other (Explain) Building Inspector A/A ., A y Date At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: DATE RECEIVED. APPROVED 1,- All items have been submitted. . . . . . . . . . E2... , lot-.plans_in�dppfi tac a%triplicate. Complete plans in up�Icaetriplicate.ne:l . (j 1 GGA '4�`Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 4b9: Letter of signature authorization. . . . ..Sanitation approval from ✓ �. Health Dept. 11. Planning approval .for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . •Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector (Date) 18.—Recorded copy of Agricultural Acknowledgment Statement. 19. Other When you issue the permit, process as follows: Mail to owner. Mail to contractor.f Telephone -and hold for pickup at office. Deliver w. /inspector. Other Appl ican ate �� J Copy of plans sent Health Dept., Fire Dept., Other / Date During the plan checking process, the fol lowing data must be submitted prior to permit issuance. (For required items not checked above at time of applicn, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone -' Mail -her By Date Plans checked by - Plans approved by Other Copy—DPW ,,-,'Date Date To: Building Department From: �vironmental Health Gubjects Sanitation Clearance ) 1,*,Jj G- Ue-s U() r a -- q �— S--� — (--)I � Owner Location AP# Plan Approved for: Hold final for: Sewage disposal water supply ,rater supply Final clearance O.K. for: grater supply Clearance for bedroom mobile home. Other NOTE, �** IU(,4 anitarian Date )TE!:—Ail Materials & Workmanship ; Shall Be in cordance with Recognized Good Practices and a quality prescribed for the Specified use,in t}qe 'form Building, Plumbing & Mechanical Codes and National Electrical Code. This set of plans and specifications MUST b,,k 'ton the job at all times and it is unl-,wful +� M any changes or alters+ions on same wi+hout wri n permission from the Department of Pu TG o \ nnections all be t i 4 ft. of the mo , either setback of.-Tft. from the directly behin wit in roperty lines and a setbac 1 hall of roadside (le ) of the f 50ft. from the road ilehome, interline shall be clear of 'ructures or equipment ex t / 0 )r a 2 ft. eave overhang. C044C. ©F' $ i. BUTTE COUNT. �... BUILDING DEPARTME* APPROVED e. / r a A' 1=1 ef, m ...... ..... - - ---- ------- M-17M��� YTVR-.IOD,- MU8 )VjCjj,(j8 n g-VoqqqA It, I 'Al JACilup 7 0