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HomeMy WebLinkAbout031-202-0226 y Yf' -� 31-202-22 r William & Karen Bowers 1158 Tehama Ave., Oroville contr: Gordon Bihl, Orangevale ' Permit #-$1B,P,E M(fiev%s�le family) '31,-202'22 r 4' 822-jB BOWERS,R William' :3 * �+ a= 1158'Tefiama.Ave,'Oroville'-� $ (demolition/sf) • - 031-202-022 PERMIT#94-1506 BOWERS, WILLIAM & KAREN 1158 TEHAMA- AVE. , OROVILLE"`�"�'� NEW GARAGE 031-202-022 y 061-1044 BOWERS, WILLIAM 1158 TEHAM AVE, OROy LE Cont: OWNER t' ADD -KITCHEN L-1 0 M /9 i . • 2 t 031-202-022 '• • ,"'x,06-1044 ' '. t;BOWERS,,- WIL•LIAM� tzY + �c�s. 0„ fnlF� IN OT ES ' i r1158�TEHAM'AVE;:OROVLLLE • r^ -,Cont: OWNER IHADD-KITCHEN I .. YYa'ei% l ..r�►s RES I`D.,"E,,NTIAL y APN: Permit No. ±' S Owner. «I + � Site Address: - Contractor. rr Type of Permit R �j e }�L• ` 1 ,i 1j • - {ISS . - f - OFFICE COP Yi f Address Ac GAS ' Meter B Date ELECTRIC . • << r Meter By Date } SPECIAL CONUITIunz,' k CHECKED BY SRA w LQ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS Q VERIFY r to i ❑ USE PERMrr CONDMONS SUBSTANDARD HOUSING LETTER .<.tR ❑ ENCROACHMENT PERMIT Q REINSPECTION FEE PAID k' [:]ENV HLTH CLEARANCE . • �� � .1. •. "•-:,tip + —7 DATE JOB FINALED: . �•_ � _ ., i SIGNATURE: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. A", JI; /A -77 zl_ Date Inspector. REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 insulation Certificate.; Description of Installation ROOF { Mamrial Thickness (inches) Brand Name Thermal Resistance (R -Value)' :Fe o�I�l CEILING Brand Name . -. Batt or Blanket TyP� Thermal Resistance (R -Value) - Thickness Cinches) Brand Name Loose Fill Type ed Minimum t lb hickness inches wei ht/ft Value) L' e� Contractor's mimmuni install g — eive Thermal (R- � Manufacti='s installed weight`per square foot to ach &xi -s4 -n EXTERIOR-WALL��� Brand Name - Mal� �`2 CA s Thermal Resistance (R -Value) . = 'Ihickn&aCinc—V RAISED FLOOR Material Thickness (inches) Brand Name Thermal Resistance (R -Value) SLAB FLOOR Material - Brand Name Thermal Resistance (R -Value) Thickness (inches) Width (inches) FOUNDATION WALL Brand Name Material ^��rmal Resistance (R -Value) -Thickness (inches) Declaration I hereby"certify that the above insulation was instaIl d in r new�resdenda�buildat iconformance contained in Title 24 ofticie with the current Building Energy Efficiency Standards o California Administrative Code. License Number (Builder) Signature and Title r . Sub -Contractor (Insulation Installer) 17 Signature and Title Date License Number Date PROVIDED TO THE BUILDINUILDINDEPARTMENT PRIOR TO FINAL INSPECTION THIS CERTIFICATE MUST .BE BE POSTE APPROVAL AND A COPY SHALL D YN 199 B BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061044 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. 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: 05/26/2006 APN: 031-202-022-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 1158 TEHAMA AVE ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: ADD KITCHEN(330), COV(90) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BOWERS WILLIAM L to its issuance, also requires the applicant for such permit to file a 1158 TE HAMA AVE signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95965 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil 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: BOWERS WILLIAM L owner of property who builds or improves thereon, and who does 1158 TE HAMA AVE such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95965 year of completion, the owner -builder will have the burden of (530)534-1870 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, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business an fessions Code Date S d, Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to. self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 420 S.F. Policy #: Valuation: $22,890.00 f I certify that in the performance of the work for which this permit is Census Code: ( issued, I shall not employ any person in any manner so as to become subject to the 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, 1 shall forthwith comply with those provisions. Date: S.. Applicant:�ill WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of / 1 compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. �! CONSTRUCTION LENDING AGENCY This permit' hereby issued un t . applicable provisions of the Butte Cou ity Code and/or I hereby affirm that there is a construction lending agency for the o do work indicateid ab91ve for which fees have been paid. performance of the worK for which this permit is issued (Sec 3001 Civ.)_�!+�ie�i -Re761ution ` �, •- _ ' �I : - _ _ Name: ��%lDate: �.�:.. Address: PERMIT EXPIRES ON:TU 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 it is unlawful to alter the substance of any official form or document of Butte Count'. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name:��(i` ��L? S Signature: �/ifiws�.c Date: �1 jJwrier ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B: C. Building PE, -mit 01-16-04 pg.1 = OK 0 = Not OK MANUFACTURED HOMES DATE " PERMANENT FOUNDATION U SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIUC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator S Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LPO Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-DIrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr 8, Sewer Connected -C10 to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 1S Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers o'er m` o'er i o` MISCELLANEOUS 3ECKS•C0VERS'CARP 0RTS'-GARAG ES 1 Zoning -Setbacks -Easements 2 Ftgs; Soils Sz-OpthSpacing-Chnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams-Rftrs-C Rnctrs-S hthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs, 6 Carports; Wndws-Doors 1, i 7 Electric (� 8 Frmg; Sills=Anchrs-Studs-Rfb-s-Trusses 9 Siding; Nailing Veneer-Stucco-La.th 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 1 Setbacks -Easements 2 Soils; CompactionStructure Sta'Ality 3 Pool Structure; Steel-Cnnctns-TF.ickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFE 5 Elec Pool LtinT, 15 volts-GFI 6 Elec Enclsrs; Conduit Entries Terminals -Listed 7 Elec Bonding; Metal w15-Crcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crdtr[g Eqp-Pool Ightg Sones-EnclsrsTrilboards-Insuitre to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide o'er o`er dr �� Pool Drawing = OK = Not OK RESIDENTIAL (Single & Duplex') DATE UN�RFLOOR DATE PLUMBING Y4 gsetbacks-Easements-Flood-Slope tg Nlain; Soils-Elec Grnd (2-" • _ Ftg Dplh 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Opth. 4 Ftg Parches/Decks; Soils -Steel Ftg Opth ` 5 Stemwalls Main; Steel -Blackouts -Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 63 HpkMowns and Special Anchrs Slab, Steel Wrapped 8 Pi Frplc Ftg-Steel giDWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1..t Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgmd 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 GirdersSills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntitn 16 Insulation -21-DC. �. 1oT >Ws Proper Materials & Anchrs alls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22"Tleaders & Beams-Sz & Bearing angers -Post Cap�s-Anchrs-Cnnctns 4 eilaist-fFbr Ties Purlin-Roof Bra -cuss httTg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors.Sll Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 P d on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 34'Siding-Hailing Veneer 34 Sxucco Lath -Weep Screed-Fndtn Vnts-Undr lr Acc Glazing Area ass Prictn-SkyLts-Plastic 6 Shear Wal Nailing -Bolts 37 Brace Wall pnls -'3 (- L" -T - 38 "T38 Insulin -Walls -Ceilings 39 Infiltration-Walls-Wndws s o'• o` o' e DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clmc4ns Prtctn c Rcptcls Spacing-Lts & Switches at Doors 4eSz Boxes & No Of Cndctrs Stapled 47!Romex Installed Close to Edge of Studs & CJ rnd made up wlMech Fstnrs Gm g Electrod and Gas & W 4� pinc Cires in Kichn & Cndctr Sz GFI ubfeed Wire Sz�� CU or ❑ AL .OLC Wire Sz ya ❑ CU or ❑ AL 44 Range Circ CU or ❑AL Oven Circ ya ❑ CU or ❑ AL Instilated Neutral ElYes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrnrs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt ,x.52 Smoke Detector 53 tr Htr; Ven t-Acc-C nibs tn Air Baffle €4 Wtr Pipe; Test & Anchr-Nail Prtctn 5'!!r`6WV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test First flr-Tub Acc. 1 57 Test Tub & Shwr, 2nd fir - Tub•Acc 58 as Pipe; Sz & Anchrs 1 59 Fire Sprinkler; Test 60 Yard Gas Piping 0\�e off• `�` m DATE MEPHANICAL 64"AC Ducts Insults & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air RtrnfVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic lee0 DATE F1 AL Steps -Door & SideLt Prtctn-Landings Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr. In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFl Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext hn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc lec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv flr loch Prtctn; LPG Appince Undr House 3- drain Plmb; Elec & Mech Eqp Listed for Lottn 82 Elec Rcptcls in Garage (GFI) Romex Frtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 CImc Drnge Planters myes MN. 87 Stucco Brown -Finish 88 nit Dscnnct, Elec-Plmb nts abv Roof, Plmb Appinc-Frplc-CIrnc to Opngs 90 Wtr Well, Dscnnc% Elec, Plmb 91 F,. ct Elec Trim, GFI RcptcWndrgrnd Vntltn thru House Wro'Glass Prtctn 8S:i srrections from previous lnspctns Gas Test -Meters Tagged, Gas-Elec 966 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl *7 Energy Cmpinc Cert -Other Certs dress Posted 99. Fire Sprinkler i o` BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061044 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY 012 STATE LAWS. 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: 05/26/2006 APN: 031-202-022-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 1158 TEHAMA AVE ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: ADD KITCHEN(330), COV(90) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BOWERS WILLIAM L to its issuance, also requires the applicant for such permit to file a 1158 TEHAMA AVE signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95965 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 1p 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' Slate License Law does not apply to an Applicant: BOWERS WILLIAM L owner of property who builds or improves thereon, and who does 1158 TEHAMA AVE such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95965 year of completion, the owner -builder will have the burden of (530)534-1 870 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, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article off the Business an fessions Code /3� Date:`5 1 Owner: f ldllli^^ License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 420 S.F. Policy u: Valuation: $22,890.00 J 1 certify that in the performance of the work for which this permit is Census Code: ( issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: �ilJ WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one�ip ) l hundred thousand dollars ($100,000), in addition to the cost of �/ 11 CC.� �J compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. e�ZS 0 CONSTRUCTION LENDING AGENCY This ermit i hereby issued un t applicable provisions of the Butte Couity Code and/or I hereby affirm that there is a construction lending agency for the Re lution o do work irtdicft dab a for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) �� /� / 52,26776 Name: B Date: ( E'er S -2,—Q 2 Address: PERMIT EXPIRES ON: (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 it is unlawful to alter the substance of any official form or document of Butte Courry. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: W,-(- d- A;�45 Signature: Date: #ner❑ Contractor ❑ Agent for Owner ❑ Agent for contractor B. C. Building Permit 01-16-04 pg 1 x'6 bQ- Last Name City Ir4=1 • - -04 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE:'(530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER State i. i rs.n i Fax LOCATION LN 11* AP# v -e Property Address Zp 1,16-E- � 2 Cross Street lYA C.� PERMIT NO. BPO' C*1 BIN U M ARCHITECT/ENGINEER Name Flood Zone Address SRA City statte Zrp Phone Fax E-mail State license Number M APPLICANTS ATURE X� For office use only: APPLICANT NAME Name Flood Zone Address SRA City o StateCJ`t( n Zp Phone O- o Fax E-mail Planner APPLICANTS ATURE X� For office use only: Zoning Flood Zone Receipt #: SRA I Yes o 00c, Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: Description or Scope of Work: Sq. Foolnki 33 O so, FL 0 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by*�6 Amount: SLI 01 Bldg SRA Receipt #: Sheriff �I "y. *eek SMIP Date:J-r�}-o �p Other q Total SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLEAND W INS. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. .3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ .2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ S. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). 0 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the en ' eer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! -❑-- 2. 2 -Data sheets -and installation -instruction -manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the en ' eer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (53 0) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAR')RMSVi1 J1LDING F0RMS\BIdoADDISubRamts.doc Paw 2 of 2 REV 6-16-04 r""c j�.:.;: ,r..l� �'•�•"r t� .I .Ny•K. ^af �xd COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville,.CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: [1 wtps ASSESSOR PARCEL NUMBER Proposed Building Use: Aria o f kRF H) � ON POKO Permit Technician: .0 - Date: 5` 5-06 Ite}ms required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 11 1. Site plan or 4 sets, signed by the preparer of the plans. 2. Complete plans0or 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. __04 4. Engineered.tr.uss-details-and layouts innddu-pjicate: No faxesl %❑/ 5. Letter from Engineer or Architect for truss design review. "*� 6. Energy compliance design and supporting documentation in.duplicate- ❑ 7. Statement ofIntentfor Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other 6maining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14: San' @R and site�lan-approval-horo tbe.E-avire=euttaW4eab4epaftmea MROiee�.Gbowlle�.as.applicable TJ -,b ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ....... :................................... 18. Erosion Control Plan Required........................................................................ 9. Fees as shown on the attached Schedule of Fees Due Sheet .............................. O City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑/ 22. California Department of Forestry plan approval ❑ paid. Sent by: ........:.... 23. Planning approval for (A) Use: (B) Parking:(C) Parcel Check: ... ........�i ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑/ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... �jB27' PDES Form............................................................................................. ncroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... \.K❑, .29. Worker's Compensation Carrier and Policy Number .......................................... 14 30. Owner -Builder Verification ( -Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: ' Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date:Plans approved by: Date: Structural reviewed by: Date Structural approved by: l/ Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheet;/data sheet page 2 5.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner BOWERS APN No: 031-202-=22 Permit Type: i I Subtype:1 App Date: 5/5/2006 Permit No: BP -06-1044 Permit Desc: INdioTS,. Addition N P6eCH $852.35 $340.94 $511.41 Balance of Building Per -nit Fee 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA BYes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 0 0 1 = $204.98 NON-REFUNDABLE portion of fees due at application $340.94 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $340.94 FFFA IRFI nwl nI IF PRIM Tn Kgll IANCF nF PFRMIT 4t5137n RECEIPT DATE Tech/Asst 5/5/06 K� At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changled during the plan checking process. Applicant: Date: S 6-6 Pursuant Pursuant to Government code Section 66026—you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 Department of Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: �� i ��`d-w c�F Aye . Project Location and/or Parcel Number: ZILL lQ d= z4i�— By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program . Revised 5/24/04 OWNER -BUILDER VERIFICATION TION 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 material for construction of this proposed property improvement: YES.[ �d] NO [ ]. 2. I HAVE [x' ] 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: w 1-4 ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and -provide the major work: NAME: ADDRESS:. PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER__�k!&,,,,�_ : DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of tine California Health and Safety Code. This vPrifirstinn must be completed and returned to our office before we are permitted to issue the Butte County Department of Development Ser -vices �iJTT ADMINISTRATION `BUILDING GIS ° PLANNING 0 1 ; / o o 0 7 County Center Drive Oroville, CA 95965 0 =_•_,__ - o (530) 538-7541 Telephone 530 538-2140 Facsimile COU OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do•your own work, with the exception of various trades that your plan to subcontract; you should be aware of the following information for your benefit and protection: C> If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes,. workers' compensation insurance, disability imrance costs, and unemployment compensation contributions. .o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owneis 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 contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) ' t rr,', n � School District rcw I' It U n lora hil�h �l W Building Depart ant No. A.P. Number —�Q�' Q Jurisdiction: City County Property Owner Property Location/Address ,5A �Q hQ�(� `.1)1,)1/1 I om Subdivision Lot No. .....................................................................................� Residential Development Q Q Sq. Footage No of Living Mobile Home Addition/ `Supplemental to (Group. R) Units Installation Conversion Permit # *(No foundation inspection) ....................................................... ............................. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 New Addition Isict Identification No. I V1. v / School District certifies that A „ J 1 _�e Qt Address) )aVilb 0 (State) has complied with the requirements of Resolution No. 13% School District Representative square feet. Paid by Check # /" Remarks: Sq. Footage (Including Exterior Roofed Areas) (0 . Date (Applicant) (Phone Number) (Zip Code) by payment of $ A)L4' VULB926=MITIGATION = Date JYoHce: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Govemmsnt Cods Section 66020(a), within 90 days from dW dets fess are paid. Falture to submits timely written protest will prohibit you from challenging the Imposition of the fees in any court action. , K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Ca Mcmdon Foran, On School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully midgets Its Impact on the school disbWs schools. White (school district), Yellow (building department), Pink (applicant) feefonn.xle (3MSkir= 01- o �\3T7- Department ®f Public Works 0 C o u n t y o f B u t t e 0 7 County Center Dive 0 Oroville, CA 9E965 0 0 \ C y J. Michael Crump, Director (530)538-7681 p OU N( (FAX) 538-7171 5 CLIC VW4 Shawn H. O'Brien, Assistant Director Assessors Parcel Number: l 21 ' Pc2t - 02-d Building permit # Owners Name: O 'KA—lin Address Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: Not a County maintained road Existing driveway conforms to County S-31 standard Other Approved by Printed Name Title Date CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage., 2. An existing home with only minor remodeling or repairs. CONSTRUCTION FRRMIN.G S P. E Engineer: Truswal Systems 800-322-4045 Approved Inspection Agency: CONTINENTAL: 916-718-5217 P.O. Box 785 Lodi, Ca 95241 Wet Seal C. I R L 1 5 CFS 792 Durham Dayton Highway Durham, CA 95938 Phone: 530-342-5844 Fax: 530-342-5845 Email: cfst2(a-cfschico.com IM BUIL NG-v1Vf'ON Project: Bowers Addition Customer: John Weins Address: 1158 Tehema Ave Orovillel Butte .County Date: 6113106 Submittal Set copy =Load Bearing Wall Heights: Sheathing: 9mmimmi® (4)J A2 r Roof . - Pitch 4: 12 2'0.H.. U.N.O. ij Bee"" b/ 6F1t@pa I - 'BUTTE COUNTY i . BUILDING dVISIO APPRME SALES 'REP: �JIMR _- ,.. WO#: Bowers ` PH 30-392-5899 soW�FtS tsi�%�S T z or -T SCALE: 1"=3' 1.0" Fax 0-342-5895 D[7E DATE: -, f JOHN WESNS DSGNR/CHKR: BLM / JW,BH uuL.:,: 5!1?(?n06 9:39._ Tc Live 16.00 ps'f DurFac-Lbr 1.25 Constr tion ' �c 1158 TEHEMA .AVE , OROV =LLE 9 5 9 5 5 Framing TC Dead 10.00 psf DurFac-Plt 1.15 -s Special ts I BC Li— 0.00 psf O.C. Spacing: 24.0 \ I BC Dead psf Design Spec: CBC-Ol 792 DURHAM DAYTON HIGHWAY _ \ I -900 Total 35.00 psf #Tr./#Cfg: 13 / 10 DURHAM, CA. 95938- i Bearing W611 Heights: Sheathing: Continues PH 530-342-5814 BOWERS Jia, LD17I T I ON Fax 530-342-5845 J O H N WF- I N S C o n s t r u c t i o n 3_158 T E H E M A Z%- V E, C r S Framing Specialists 792 DURHAM DAYTON HIGHWAY DURHAM, CA. 95938 O R O V I L L E 95965 Roof Pitch 4:12 2' 0. H. U.N.O. COUNTY y St SIG �P r r, Pr,) L� SALES REP: JIMR DUE DATE: DSGNR/CHKR: BLM / JW,BH TC Live 16.00 psf TC Dead 10.00 psf BC Livc 0.00 psf BC Dead 9.00 psf Total 35.00 psf WO#: Bowers SCALE:- 1"=8' O" Date: 5/12/2006 9:40 DurFac-Lbr 1.25 DurFac-Plt 1.15 O.C. Spacing: 24.0 Design Spec: CBC -01 #Tr/#Cfg: 13 / 10 LUMBER SPECIFICATIONS; SHEATHING ON ONE FACE REQ. 2X4 #2 DF -L CHORDS SHEAR DESIGN BY OTHERS 2X4 STD DF -L STUDS 16-14-10 OR 20-10-10 PSC' LOADING CABLE END DETAILS 70 MPH WIND LOADING CUIOUT FOR 2X4 CUTOUT FOR 2Xe 'OFF STUD' "ON STUD- + FOR GABLE ASSEMBLY GREATER THAN 5'-10- IN HEIGHT SEE CE -2. ADD-ON SAME SIZE AND VARIES A 3- 5 GRADE AS TOP CHORD HATH 16d NAILS AT 12' O.C. i ADD ON SPLICE TO OCCUR AT PANEL POINTS WITH CLUSTERS 2-16d NAILS OUTLOOKER DETAILS HORIZ. VENT MEMBERS I' NOT REQUIRED _ w IL r � � I � n I 3- 5 FULL BEARING WALL A I UP TO 24" .0. C. 1.5-3 ONE SIDE AND (2) 14 GA. 2" STAPLES'ON OTHER SIDE OR (5) 2" 16 Co. STAPLES 12 VARIES 3-5 MIN. OR PLATE AS ON FCrES;,rC %a ��? Q:y It m� ILLY � x � I N©. Z 5sa2 z, OPTIONAL CANTILEVER I UP TO 48" WITH STUD @ WALL UP TO 24" NO CHANGE ./---- `\ SEE OUTLOOKER DETAIL YL A 'f "1 „ter.,, 1 Y cl J�J,I BEVEL, CABLE END FRAME , GABLE END FRAME 2X4 DIAGONAL BRACE AT CENTERLINE OR AT 16'-0" O.C. MINIMUM BRACING DETAILS - SEE STRUCTURAL 16d AT 24" O.C. DRAWINGS FOR ADDITIONAL REOUIREMENTS BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS ON THIS PAGE ARE SUGGESTIONS ONL`t AND ARE NOT TO BE UTILIZED WITH OUT THE BUILDING DESIGNERS APPROVAL. SEE TPI HIB -91 FOR OTHER BRACING RECOMMENDATIONS 1%02 2. - 16d NAILS / DIAGONAL BRACE AT CENTERLINE DR AT 16'-0" O.C. TRUSS 45 DEC. SECTION A �E 1 PEAK PLATE: 3-4 (2x4) 5-5 (2x6) 6-6 12x8) MAXIMUM 1'-0' EAVE WITH BLOCKS @ 32'o.c. OR 2'-0" EAVE, 6'-0' MAXIMUM MAXIMUM, WITH 4x2 t'2 OR BTR. i BRACE SPACING OUTLOOKERS CUT INTO GABLE @ )I 32'o.c. 2x4 BRACE 2x4 #2 MINIMUM CONTINUOUS I� STRONGBACK BRACED TO ROOF - - - li STRUCTURE AT 6'-0' MAXIMUM. STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM 1.5-3, TYPICAL 4'-1.5'CLEARSPAN, 80 MPH CONNECTION MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. jWALL'BRACINGaPER BUILDING 'DESIGNER. HEEL PLATE: 3-4 (2x4); 5-5 (2x6) 6-6 (2X8): I 2x4 CONTINUOUS.-BACKING BC SPLICE; 3-4(2x4) CONTINUOUS BEARING WALL 6,(2x8) WITH 16d NAILS AT:24' o.c. 5- 8-6 (2x8) A TO THE WALLPI:ATE. 13 pTE COUNTY SECTION A GABLE END FRAMING CONNEC DIN O S M AIL REeyQBLQR E TS SHOWN) i���C� j�g��l�� GABLESTUD 2x SOLID.B�OC ��JNIT. 3416d NAtL, Bit AT 8" o.c. MAXIMUM 40 PSF LIVE LOAD. SHEATHING TO GABLE EA. END AN¢),t d 1iA1 F fd�al +I HING / BO MPH WIND:EXPOSURE C. TRUSS, Bit AT 6" o.o. TO BLOCK �T 8'o.c. LESS THAN 20'-0' WALL HEIGHT. NA - 1 • t Gd I Od AT 24" ox. r _ Q?,()FES �q CING DETAILS I 2-16d IOd / AT i Y." N i ICH 32" o.c. 1 fff SOLID BLOCK 24'o.c. l \ WITH 2.16d TOE 2x4 2x4 BRACE 2-1 Od NAILED EA. END 2.18d W .� N0. C 4 m WITH 4716d NAILS E>cp. SPACING DATE WARNING Read all notes on this sheet and give a copy o/ it to the Erecting Contractor. ntn oes gn u hr 4n uw-c im buodot0 compununl. b has been basad on apaciflcauons providocl by the compoe.ant manufacturer and done In UBC CONTINUOUS 2/11/99 .-. ®� ® Acce,dance won the cu—m vurstona of TPI and AFPA design standards. No responalbluty is assumed for tLmorutonel accuracy. Dne,wara us �i to uo •aA:ml by Um component mannlnchoot and!nr building dasrgnm prior to fabrlcnlion The buiwino dosioner shelf aseonalh irsl Ilia loads aharuA un Ihn Anay)n m4a1 or e,lwed IhU IuaJing ImpeseU by IhU IMA) bulldlno Cdtle. If Is assumed that the top Chord Is laterally braCod by tire roof or nnur sh-:hmo and In. bottom chord Is laterally braced by a Aged sheathing material directly attached. umoa3 otherwise noted Bracing wi nen «n u lar U-1 support el curnponunla momUers only to reduce buckling length. Thrs component shall not be plated in any onvnonment that 1fs�i1►��a•*•� SYSTEM w41 cause the moisture Content of the wood exceed 10% and/or Cause Connecta plate Corrosion. Fabricate. handle, VMW and brace this truss In 1175WA1 SEv9 C01O2AtON Op wah Ita Idilowmwg a'TRU9COM MANUAL' by 1, PCONTROL STANDARD FOR METAPUATE CONNECED WOOD TRU99F a (O8-HANDLING INSTALLING AND GRACING METAL LAYE CONNECTED WOOD TRUSSES'- (HB-91) 891G E DETAILS SUMMAnY SHEET' by T% The Truaa Plate Insulate (TR) is located at 563 D'Onotno o,wo. Mednon- Wiscpnam 93719. The American F—M ane CO Papal Aaaoclahon (APPA) Is located at 1250 Connecticut Ave. NW, Sig Zoo. Wasnington, DC 20036. TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 5/9/03 Users of Truswal engineering - 0001003160 . TX01087001 The TrusP-IUSTM engineering software will -correctly design the location irequirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace- ItTM or a 1x or 2x member (attached to the. top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): OD COD 0 __q 0 0 ;M<C �C 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member. if two braces are required. The "T" brace must extend a. minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required. for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T' braces, .or any other approved method, as specified and approved by the building designer. EXAMPLES 2. 90% L 90% L Please contact a Truswal engineer if there are any questio 3RACING FOR THREE PLANES OF ROOF :L ARRIOSTRE EN TRES PLANOS DE TECHO ,( This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. J Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' D.C. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 1 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo •Consult a Professional Engineer for trusses longer than 60'. `Consulte a un ingeniero para trusses de mas de 60 pies. See BCSI-B2 for TCTLB options. Vea el 8CSI-B2 para las opc:ones -• J ��� �\ de TCTLB. is Refer to BCSI-36 r Summary Sheet - Gable End Frame Bracing• l 7f Repeat diagonal braces. vea el res6men LJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aqua Sei first five trusses with spacer pieces, then add diagonals. Repeat 10 process on groups of four trusses until all trusses are set. Instate los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta clue todos los trusses esten instalados. BOTTOM CHORD — CUERDA INFERIOR i r �i Lateral braces;`- 2x4x12' length lapped over two trusses. Diaggnabbraces' ` every lO truss spaces 10'-15' max. Some chord and web members not shown for darity. WEB MEMBER PLANE — P.LANO DE LOS MIEMBROS SECUNDARIOS I Web Diagonal braces �. every 10 truss spaces (20' max.) 10'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! a1 �I:� f9!®®�i��l►'1►'1 a®1 �°m'1 r.�,11'lvlvl a� 1 a® BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Refer to BCSI-87 Maximum lateral brace spacing summary Sheet 10' o.c. for 3x2 chords - Tempore and 15' o.c. for 4x2 chords Diagonal braces 15 Permanent Bracino �O' Or every 15 truss for Parallel Chord %c Jspaces (30' max.) Trusses for more 'i information. Vea el res6men- BCSI-B7 Tolerances for D/50 D (ft.) - Arriostre temporal v 1. 16.7' LJ Out-of-Plumb.1/4• Permanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informad6n. on vertical webs in line 2x4xl2' length lapped Fuera-de-Plomada. n ; with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of -Plane. — Tolerancias para Fuel -de -Plano. Q Max. Bow Max. Bow Length y Max. Truss Bow Length Il —=L-- u ...-... sung— .............. �— Longth ►: 3/4' 12.5' &4 tiles high Max ow Lengt —► 7/8' 14.6' Tolerances for D/50 D (ft.) 1. 16.7' LJ Out-of-Plumb.1/4• 1, 1-1/8' 18.8' Tolerancias para I 1/2• 2' 1.1/4' 20.8' Fuera-de-Plomada. n ; T4' 3' 1.3/8' 22.9' o Plumb `/bob V. 4 1-1/2' 1 25.0' b I 1.1/4' 5' 1-3/4' 29.2' 0/50 max / 1-1 /2' 6' 2' t 33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta clue todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" ®Do not exceed maximum stack heights. Refer to BCSI-84 Asphalt Shingles 2 bundles Summary Sheet -Construction Loading for more information. Concrete Block 8" No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informad6n. \ � J ® Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses Como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES Q, Refer to B cs-B5 summary Sheet - Truss Damage Jobsite Modifications and Installation Errors. • Vea el res6men BCSI-B5 Danos de trusses Modifications en la Obra v Errores de Instalaci6n ®Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos clue este especificamente permitido en el dibujo del disefio del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses clue se han sobrecargado durance la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The meths is and procedures outlined are Intended to ensure that the overall construction techniques employed will put ft= and roof trusses into place SAFELY. These recommendations for handling, Installing and bracing wood trusses are based upon the collective experience of leading technical personnel h the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or EmcdoNlnstallatbn Contractm. It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErectbNlnstallation Contractor or otherwise) for handling, Installing and bmdng wood Lasses and It does not preclude the use of other equivalent methods for trading and pro4ding stability for the walls and columns as may be determined by the truss EredM ionstallatlon Contractor Thus, the wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Informatlon contained herein. WTR �L WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WfCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrlo Drive • Madison, WI 53719 608/274-4849 • www'.woodtruss.com 608/833.5900 • wvnvApinst.org BIWARN11x17 031125 Plywood or OSB 16" Clay Tile &4 tiles high ®Do not exceed maximum stack heights. Refer to BCSI-84 Asphalt Shingles 2 bundles Summary Sheet -Construction Loading for more information. Concrete Block 8" No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informad6n. \ � J ® Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses Como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES Q, Refer to B cs-B5 summary Sheet - Truss Damage Jobsite Modifications and Installation Errors. • Vea el res6men BCSI-B5 Danos de trusses Modifications en la Obra v Errores de Instalaci6n ®Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos clue este especificamente permitido en el dibujo del disefio del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses clue se han sobrecargado durance la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The meths is and procedures outlined are Intended to ensure that the overall construction techniques employed will put ft= and roof trusses into place SAFELY. These recommendations for handling, Installing and bracing wood trusses are based upon the collective experience of leading technical personnel h the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or EmcdoNlnstallatbn Contractm. It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErectbNlnstallation Contractor or otherwise) for handling, Installing and bmdng wood Lasses and It does not preclude the use of other equivalent methods for trading and pro4ding stability for the walls and columns as may be determined by the truss EredM ionstallatlon Contractor Thus, the wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Informatlon contained herein. WTR �L WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WfCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrlo Drive • Madison, WI 53719 608/274-4849 • www'.woodtruss.com 608/833.5900 • wvnvApinst.org BIWARN11x17 031125 GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to SCSI 1-03 Gyldeto Good Practice for onnectgd Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression Mmembers. Refer to the BCSI-B3 Summary et - Web Member Permanent Bracing/Web Reinforcpment for more Information. All other permanent bracing design is the responsibility of the Building Designer. I. NOTAS GENERALES Los trusse's no estan marcados de ning6n modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalad6n y arriostre temporal de los trusses. Vea el folleW 8CS11-03 Guia de Buena PraRica para el Manejo. Ins[alaci6n Y Arrtostre de los Trusses de Madera Connectados con Playas de Metaloara para mayor informad6n. Los dibujos de diseho de los trusses pueden especificer las localizaciones de los amostres permanentes en los miembros indivlduales en compresi6n. Vea la hoja res6me0 BCSI-83 Data los arriostres permanentes y refuerzos de los miembros secundados (webs l para mayor Informad6n. EI resto de arriostres permanentes son la responsabilidad del Disenador del Edifido. t� The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or - % ; - _ _ I'7( Trusses 30' or - less, support Ll less, support at t� , at peak. quarter points. r Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses up to 20' it pies o menos.I� Trusses up to 30' Trusses hasta 20' Trusses hasta 30' HOISTING — LEVANTAMIENTO fel Hold each truss. in position with the erection equipment until temporary bracing is installed am IJ truss is fastened to the bearing points. Sostenga sada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. r ® Do not lift trusses over 30' by the peak. No levante del pico los trusses de mos de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO gloves when handling and safety glasses when 4p_ I e POR LONGITUD DEL TRUSS cutting banding.a Empaques y placas de metal tienen hordes m z. afilados. Use guantes ylentes protectores cuando corte los empaques. HANDLING — MANEJO QAllow no more No perrnita mas �i Use special care in u than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. te, to, n 6'm to I to, Pick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. yO'NE WEEK O'R\LESS MORE THAN ONE WEEK r 15, -���obz f'7f Bundles stored on the ground for one lJ week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la Cierra por una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. :y EFor long term storage, cover bundles to pre - LJ vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilation. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreade truss bundles" f7f Check banding Revise los empaques l� prior to moving antes de mover los bundles. paquetes de trusses. A Avoid lateral bending. — Evite la Flexi6n lateral. ®Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. ®Do not store on No almacene en uneven ground. Cierra desigual. NMI" V111+R fir,,..'' t--�•"i: Tagline U SMR, 77Greater than r M6s de Dies Toe -in Joe -in Spreader bar 1/2 to 2/3 truss length Tagline9Lv— TRUSSES UP TO 60' HASTA 60' "¢TRUSSES I`^.m Locate Spreader bar F-1 —1 above . or stiffback .•� ._ ,x_p mid -height I rN, _ e% ` "�•� Tagline ter. 60' or less t — Approx. 1/2 .....I truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Attach 10' o.c. max. Spreader bar 2/3 to 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING — ARRIOSTRE ra, Refer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing v For more information. Vea el rec6men BCSI-B2 - Instalad6n de Trusses y Arriostre Temporal para mayor informaci6n. ® Do not walk on unbraced trusses. No Gamine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. Top Chord Temporary Late Bracing (TCTLB) mii Job Name: BOWERS ADDITION Truss ID: Al Qty: 1 BRG X -LOC REACT SIZE REQ'D DFL iI Platingg p c • AN - 199S THIort S OESICN I5 THE COMPOSITE RESULT OF UPLIFT REACTION(5) 1 -201 lb 1 0- 1-12 67S 3.50" 1.50" 2 15- 1-12 675 3.50" 1.50" BC 2z4 WEB Zx4 DFL STANDARD MULTIPLE LOAD CASES. IF RANGERS ARE INDICATED ON THIS DRAWING, Support 2 201 lb This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. THEY ARE BASED ON 1.5" HANGER HAILS FOR CBC -01 Code. Bldg Enclosed = Yes, I%portance Factor = 1.00 on the truss material at each bearing / / 1.00 1 -PLY AND 3" HANGER NAILS FOR MULTI PLY ARE USED, THE Truss Location = Not End Zane MAX DEFLECTION (Span) 2- D- 0 ng 2- D.C.Spaccin GIRDERS. IF 2.5" GUN NAILS HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/OceanCategory - C Ft. Width = 15.29 ft L/999 MEM S-6 (LIVE) LC 1 g . Mean roof height 11.47 ft, mph 80 L= -0.03" D. -0.06" T= -0.10 TRUSPLUS 6.0 VER: T6.5.2 CBC Standard Occupancy, Dead Load 12.0 psf CRITICAL MEMBER FORCES: TC COMP. OUR. / TENS.(DUR.) CSI IDEFL RATIO: L/360 TC: L/36 1-2 -974 1.25 / 273(1.60) 0.38 2-3 -974 1.25 / 273(1.60) 0.38 BC COM 1%R TENS. (DUR.) CSI /l 4-5 -191 1.60))/ 873(1.25) 0.39 5-6 -191 1.60)/ 873(1.25) 0.39 WB COMP.(DUR.)/ TENS.(DUR.) CSI 2-5 / 159(0.90) 0.09 1 7-7-12 1 7-7-12 1 .� y, 1 2 3 1 ��aeFa I ''6"�.�(` 4.00 4.0 J 5-6 B1 B2 W:308 W:308 R:675 R:675 U:-201 U:-201 2�-0-0 15-3-8 IA 4 5 6 3- -4 SHIP 0-4-12 A WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is far an individual building component not was system. It has been based on specifications provided by the component manufacturer . and done in accordance vrith the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions ere to be verified by the component manufacturer andlal building designer prior to teadtation. The balding designer must ascertain that the load, utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord Cust: JOHN WEINS W0: D ri ve_d_bowe rs_L00007_100001 Dsgnr' BLM #LC = 15 WT' 69# TC Live 16.00 psf _ Li veDu r L=1.25 P=1.15 i, laterally braced by the roof or Root sheathing and the bottom chard is laterally braced by a rigid sheathing materiel directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mb r Bnd / Camp / Tens ® environment that Will cause the moisture content of the wood to exceed 19% andler cause connector pate corrosion. Fabricate. hands. instal BC Live 0.00 pi / / 1.00 792 Durham Dayton Highway and brace tho suss in accordance with the E,Bawing standards: 'Joint and cutting Dotal Reports' available as output tram Tru anal software. INFORMATION'- BC Dead 9.00 psfsf 2- D- 0 ng 2- D.C.Spaccin Durham, CA 99.38 ANSI/TPI1%WTCAV-Wood Truss Council of America Standard Design Responsibilitie,,'BUILDINGCOMPONENT SAFETY (BCSI 1.03) and'BCSI SUMMARY SHEETS' by VJTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onoffio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 VIA. -in 53719. The American Forest and Paper Association (AFPA)islocated at111119th Street NW. Ste 800.Washington. DC20036. 1131dg Code: .CBC -01 IDEFL RATIO: L/360 TC: L/36 Job Name: BOWERS ADDITION Truss ID: A2 Qty: 4 BRG X -LOC REACT SIZE 'REQ'O TC 2x4 DFL 01 Plating sVec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTIONCS) : 5uppart 1 -149 lb 1 0- 1-12 535 3.50" 1.50" BC 2x4 UP. a1 WEB 1x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -201 lb 2 15- 1-12 675 3.50" 1.50" PLATE VALUES PER IC80 RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATING BASED ON GREEN LUMBER VALUES. THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code. Enclosed Yes, Importance Factor - 1.00 on The truss material at each bearing MAX DEFLECTION (Span) Li veDu r L=1.25 P=1.15 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE RANGERS MUST BE RE-EVALUATED (BY 07HERS). Bldg = Truss Location = Not End Zone yy L/999 MEM 4-5 (LIVE) LC 1 0.00 psf SnowDu r L=1.15 P=1.15 gjdgl Lange/Ocean2Lin. ftNoBidgxlpvidthe=arl5 29 ft L- -0.03" O= -0.06" T- -0.10" CRITICAL MEMBER FORCES: TC Dead 10.00 psf Mean root height = 11.47 ft, mph 80 CBC Standard Occupancy, Dead Load a 12.0 psf (< )) IUR TE273(1U60) environment that win cause the moisture content of the wood to meed 1955 and/or cause connector date carr-6A1611.F8m¢'Rte. mime. inabA *Joint ISL L1 Ve 6.00 p.sf 1-2 974 1.25 / 273 1.60 0.38 2T2C-9174(1.25)/ 0.38 792 Durham Da ton Highway 55938 Tnl software. and brace this truss in accordance with the following standards: and Cutting Detail Reports' available as output tram mva 'ANSUTPI BC Dead BC COMP. DUR.)/ TENS. (OUR.) CSI 0. C. Spaei ng 2- 0- 0 Durham, CA 9 1', VOTCA 1' - Wood Tim Council of America TY Standard Design Responsibilities, BUILDING COMPONENT SAFEINFORMATION' • 4-1-191 1.60)/ 873 1.25) 0.39 S-6 -191 1.60)/ 873 1.2S) 0.39 - WB COMP.(DUR.)/ TEN S.(DUR.) CSI SMacotrain 53719. The American Forest and Paper Association UkFPA)islocated at111119th Street NW. Ste 800,Washington. oc20038. 18ldg Code: CBC -01 2-5 / 160(0.90) 0.09 . T 2-11-5 1 34 0-4-12 r r '9 l ccoiji , 7-7-12 I -7-12 I 1 2 3 a %% 4.00 5-6 4.0 81 B2 W:308 W:308 R:535 R:675 Ur143 U,-201 2-0-0 I 15-3-8 4 5 6 3-6-4 SHIP 0 2 7ruswal SVslems Pl�tes are 20 qa. unless sflown by "18"(18 ga.), "H"(16 ua.tbl r "lud" tes lo2aVoad�over�a �witdh siruciuial gates Re Cirded fates and fa se frame fates are posit,as shown above. hi g e s sta le . 6/12/2006 Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: 36HN WEINS This design Is far an individual bullring component not aura system. It has been based on specifications prided by the component manufacturer W0: Drive-J_bowe rs_L00007_100001 and done in accordance with the current versions at TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • BLM #LC = 15 WT • 65# are to be verified by the component manufacturer and/or building designet prior to fabrication. The building designer must ascertain that the loads , utilized on this design meet ar exceetl the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf. Li veDu r L=1.25 P=1.15 is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached• unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 Balsa Umallg5nrnil"ia lalod­';ft if-p-nntomamhRmnnNtorowuPue0in81enp. This component shag not be placed in any TC Dead 10.00 psf Rep Mbr Brill /Comp /Tens ® environment that win cause the moisture content of the wood to meed 1955 and/or cause connector date carr-6A1611.F8m¢'Rte. mime. inabA *Joint ISL L1 Ve 6.00 p.sf 1 is / 1.00 / 3100 792 Durham Da ton Highway 55938 Tnl software. and brace this truss in accordance with the following standards: and Cutting Detail Reports' available as output tram mva 'ANSUTPI BC Dead 9.00 psf 0. C. Spaei ng 2- 0- 0 Durham, CA 9 1', VOTCA 1' - Wood Tim Council of America TY Standard Design Responsibilities, BUILDING COMPONENT SAFEINFORMATION' • (SCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plata Instituto (TPI) is located at 583 D'Onoftio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 SMacotrain 53719. The American Forest and Paper Association UkFPA)islocated at111119th Street NW. Ste 800,Washington. oc20038. 18ldg Code: CBC -01 IDEFL RATIO: L/360 TC: L/361 Job Name: BOWERS ADDITION Truss ID: A3 Qty: 1 s' 2/2006 8RC X -LOC REACT SIZE REQ'D TC 2x4 DFL B1 Plating spec - ANSI/TPI - 1995 This design based on chord bracing applied the following schedule: 1 0- 1-12 778 3.50" 1. 50�� BC 2x4 DFL 11 WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. per max o.c. from to end done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions 2 15- 1-12 577 3.50" 1.50" PLATE VALUES PER ICBD RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, TC 24.00" 7-10-15 15- 3- 8 ere to be verified by the.component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular appticalon. The design assumes that the top chord BRC REQUIREMENTS shown are based ONLY Drainage must be provided to avoid ponding. THEY ARE BASED ON 1.5" HANGER MAILS FOR UPLIFT REACTION(S) is laterally braced by the roof or floor sheathing and the bottom chard is laterally braced by a dgid sheathing material dimcOy attached, unless otherwise on the truss material at each bearing Pe rmanen[ bran ng iz reyul red (by others) to 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -208 lb Support 2 -154 lb noted. Bmqfhg shom Is for lateral support of eamponents members only to reduce buckling length. This component shag not be placed in any ` MAX DEFLECTION (span) parevent rotation/toppling• See BCSI 1-03 GIRDERS. IF 2.5" GUN MAIL ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). This truss is designed using the environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate cnoastom FabrIcem. handle, Instal • L/999 MEM 4-5 (LIVE) LC 1 d ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral bracing attached to flat CBC -01 Code. - ane brace this truss In accordance with the logowidg stddasia3:'J61M1t she UUmng UOmn RUWfU' avaaaue as uuyruu num limwm vvh.,a,v, 'ANSUTPI I', sMfCA 1' -Wood Truss C cil of America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION'- L= -0.04' D= -0.09" T= -0.13" End Verticals are designed for axial loads TC as indicated. Lurrmer must be structural Bldg Enclosed = Yes, Importance Factor =.1.00 (BCSI 1-03) and'BCSI SUMMARY SHEETS'by VVTCA and TPI. The Tirm Plate institute (TPI) is located at 583 D'Onofrio Drive, Madison, CRITICAL MEMBER FORCES: my u less noted othertrise. - grade. Brace 0 24" o.c. unless noted. - Truss Location Not End Lone Hurricane/Ocean Line = No Exy Category - C oMeconsm53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street NW. Ste 800, Washington. OC 20036. TC COMP. OUR. / TENS. DUR.) CSI 1-2 -1188 1.253/ .176((1.60) 0.53 Extensions above or below the truss profile (if any) have been designed for loads DEFL RATIO: L/360 TC: L 36 Bldg Length = 22.00 ft, Bidg Width 15.29 ft ft, BO 2-3 -1033(1.25)/ 156(1.60) 0.84 indicated only. Horizontal loads apvlied at have Mean roof height = 11.52 mph CBC Standard occupancy, Dead Lead 12.0 psf BC COMP. OUR.)/ TENS,(DUR.) CSI the end of the extensions not been considered unless shown. A drop -leg to an ----------LOAD CASE #1 DESIGN LOADS ------------- Dir L.Plf L.Loc R.PIf R.Loc /T LL/TL -189(1.60)/ 1072(1.26) 0.47- S-6 0(1.60)/ 96(1.60) 0.3S iheMse unsupported wall y create hinge effect that r.gires additional design 7[ Vert 70.00 - 2- 0- 0 70.00 0- 0- 0 0.46 consldefati an (by others). 7C Vert 52.00 0- 0- 0 52.00 3- 0- 0 7- 0- 0 0.61 0.56 WB COMP. OUR. / TENS.(OUR.) CSI 2-5 -368 1.25 / 142(1.60) 0.05 TC Vert 82.00 3- 0- 0 82.00 TC Vert 52.00 7- 0- 0 S2.00 15- 3- 8 0.62 3-5 -164 1.60 / 1088(1.25) 0.44 - BC Vert 18.00 0- 0- 0 18.00 15- 3- 8 O.Oo 3-6 -529 1.25 / 157(1.60) 0.08.Type... lbs x.Loc LLL 7C Vert 0.0 0- 1-12 1/T0L BC Vert 25.0 2- 0- 0 0.00 cal 0-4-12 I 7-10-15 1 1 2 3 4.00 I 7-3-8 1 Bl W:308 R:778 25# U:-208 2' 15-3-8 I 4 5 6 A. 22-i 1 _5 SHIP ESSI B2 W308 y U:5754 �. ,Q. 21 7ruswal stems Pates are 20 pa. unless stlown b "18°(18 ga H"(16 a. or °N�( 20 ga.), po4itioned per Joint DEtails RepoA. Circled 'e and �alse frame fates are osrtianedYas shovm alSove. ShiFI �ble stud" ales to avoid overla with structural bates ce % le . . s' 2/2006 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: JOHN WEINS This design is for an individual building component not tons system. H has been based on specifications provided by the component manufacturer W0: Drive-d_bowe rs_L00007_J 00001 ' end done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • BLM #LC = 15 WT • 83# ere to be verified by the.component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular appticalon. The design assumes that the top chord TC Live 16.00 psf Li veDu r L=1.25 P=1.15 is laterally braced by the roof or floor sheathing and the bottom chard is laterally braced by a dgid sheathing material dimcOy attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1 . 15 noted. Bmqfhg shom Is for lateral support of eamponents members only to reduce buckling length. This component shag not be placed in any ` TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate cnoastom FabrIcem. handle, Instal • RG hive 0.00 Psf 1.00 / 1.00 / 1.00 797 Durham Da ton Highway Durham, CA 95938 ane brace this truss In accordance with the logowidg stddasia3:'J61M1t she UUmng UOmn RUWfU' avaaaue as uuyruu num limwm vvh.,a,v, 'ANSUTPI I', sMfCA 1' -Wood Truss C cil of America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 9.00 psf 6.C.Spacing 2- U- U (BCSI 1-03) and'BCSI SUMMARY SHEETS'by VVTCA and TPI. The Tirm Plate institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 oMeconsm53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street NW. Ste 800, Washington. OC 20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L 36 Job Name: BOWERS ADDITION Truss ID: A4 Qty: 1 BRG X -LOC REACT SIZE RE 'D TC 2x4 DFL B1 Plating sVVec • ANSI/TPI - 1995 This das;gn based on chord bracing .,,lied the following schedule: 1 0- 1-12 778 3.50" 1.50" BC 2x4 DFL #1 WEB 2x4 DFL STANDARD THIS DESI9 IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Der max o.c. from to 2 15- 1-12 577 3.50" 1.50" PIATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATEO ON THIS DRAWING, TC 26.00" 9-10-15 IS -t3- 8 UPLIFT REACfION(S) BRC REQUIREMENTS shorn are based ONLY bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Support 1 -208 lb On The truss material at each. MAX DEFLECTION (span) Drainage must be provided to a id ponding. Permanent bracing is required (by others) to _ GIRDERS. IF 2,5" GUN NAILS ARE USED, TME Support 2 -154 lb This truss is des;gned using the L/999 MEM 7-8 (LIVE) LC 15 Prevent rotation/toppling. See SCSI 1-03 HANGERS MUST BE RE-EVALUATED <BY OTHERS). Continuous lateral bracing attachetl to fiat CBC -01 Code. L- -0.04" D- -0.04" T. -0.08" rid ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. TC as indicated. Lumber must be structural Bldg Enclosed = Yes, Importance Factor 1.00 CRITICAL MEMBER FORCES: End verticals are designed for axial loads grade. Brace 0 24" o.c. unless noted. Truss Location a Not End Zone No Exp Category - C TC COMP. OUR. / TENS, DUR, CSI only unless noted otherwise. Hurricane/Ocean Line . 22.00 ft, 81dg Width a 15.29 ft 1-2 -1335((1.25))/ 142(<1., 0.22 _ Extensions above or below the truss profile Bldg Length Mean height - 11.85 'ft, mph 80 2-3 -799(1.25)/ 136(1,60) 0.21 3-4 -710(1.25)/ 139(1.60) 0.44 Sif any) have been designed for loads Indicated only. Horizontal loads applied at - roof CBC Standard Occupancy, array, Dead Load 12.0 psf BC COMP. (DUR.)/ TENS.(DUR.) CSI the end of the extensions have not been considered unless sham. A drop -lea to an --LOAD CASE #1 DESIGN LOADS - Dir L.Plf L.Loc R.Plf R.Loc LL/TL 5-6 -205 C1,60)/ 1227(1.25) 0.29 6-7 -208((1.60))/ 1223 1.25 0.33 tha_ se unsuVported wall y ere to TC Vert 70.00 - 2- 0- 0 70,00 0- 0- 0 TC Vert 52.00 0- 0- o 52.00 3- o- D. 0.46 0.62 7-8 0 1.25 / 12S 1.60 0.23 hinge effect that requires additional design TC Vert 82.00 3- 0- 0 82.00 7- 0- 0 0.56 WB COMP.CDUR.)/ TEN', ((DUR. CSI consideration (by others). TC Vert 52,00 7- 0- 0 52.00 1S- 3- 8 BC Vert 18.00 0- 0- 0 18,00 15- 3- 8 0.62 0.00 - 2-6 / 78(0.90 0.04 .Type... lbs x.Loc LL/TL 2-7 -5f1 1.25)/ 1.60 0.21 3-7 -60 1.25)/ 110 1.60) 0,03 TC Vert 0.0 0- 1-12 1.00 BC Vert 25.0 Z- 0- 0 0.00 4-7 -1f8 1.60)/ BOB 1.253 0.33 4-8 -531 1.25)/ 156 1.60 0.10 316 1z 0-4-12 F 792 Durham Dayton Highway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 19-10-15 _ 1 1 2 3 4 00 4 5-3-8 c -y 311 4 -5 1 SHIP , B1 B2 W:308I W:308 R:778 25#1 R:577 uU:-208 Y U:-154 21 15-3$ 1 5 6 7 8 8 WANNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer end done in accordance vdth the current veraions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions re to be verified by the component manufacturer andror building designer pdar to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof at floor sheathing and the bottom chard is laterally braced by a rigid sheathing material directly attached• unless othenv;se noted. Bracing sluwar is for lateral support of components members only to reduce buckling length. This component shag not be placed in any AAMf6a110111 mgt LA0 Cause are mumwm -4-1 yr U.. n..] I:::::I s e env ."are, "o,mm mnnartnr rd2to rnrrnsinn FflhflGaIg, ha818g,'IiFaaO and brace this truss in accordance vdth the following standards:'Joim and Cutting Detail Reports' available as output from Truswal software. ANSMI 1'. WTCA V. Wood Truss Council of America Standard Design Responsibilities. 13UILDING COMPONENT SAFETY INFORMATION'- (BCSI 1-03) and'BCSI SUMMARY SHEETS' ay MCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofria Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street NW, Ste 800• Washington, DC 20036. V1* - 6/12/2006 Cust: 3OHN WEINS W0: Drive_N_bowers_L00007_300001 Dsgnr: BLM #LC = 16 WT: 9317 TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens DC Li -.-a 0.00 rrf 1.00 1.00 /_1.00 BC Dead 9.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: BOWERS ADDITION Truss ID: A5 Qty: 1 TC Live 16.00 psf BRG X -LOC REACT SIZE REQ'O TC 2x4 OF B1 Plating c • ANSI/TPI - 1995 Thisdesign based an chord bracing applied the following schedule: SnowDu r L=1.15 P=1.15 1 0- 1-12 778 3.50.. 1.50" HC Z. DFL #1 WEB Zx4 DFL STANDARD THIS DESK IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. per max o,c. from to ® 2 15- 1-12 577 3.50" 1. SO" PLATE VALUES PER IORORESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THI5 DRAWING, TC 24.00" 11-10-15 15- 3- e UPLIFT REACTION(S) and brace Hie burs in accordance with the following standards:'Joint and Cutting Detail Reports' available as output from Tr oneal software. BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing Loaded for 10 PSF anBCLL. Drainage m st be provided to avoid ponding. THEY ARE BASED ON 1.5' HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -208 lb 5upport 2 -154 ib MAX DEFLECTION (span) : Permanent bracing s eywired (by thers) to SCSI 1-03 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). This truss is designed using the L/999 MEM 5-6 (LIVE) LC 1 prevent otation/toppling. See d ANSI/TPI 1. Continuous lateral bracing attached to flat CBC -01 Code. Factor 1.00 L- -0.04" D= -0.08" T= -0.12" PLATING BASED ON GREEN LUMBER VALUES. TC as indicated. Lumber must be structural Bldg Enclosed . Yes, Importance . Truss Location . Not End Zone CRITICAL MEMBER FORCES: TC COMP. (DUR.)/ TENS.(OUR.) CSI End verticals are designed for axial loads otherwise. grade. Brace 9 24" o.c. unless noted. Hurricane/Ocean Line - No. Ezp Category = C 1-2 -1180(1.25)/ 134(1.60) 0.55 only unless noted Extensions above or below the truss profile Bldg Length 22.00 ft, BSdg Width 15.29 ft Mean height . 12.18 ft, mph 80 2-3 -510((1.25))/ 93 1.fi0 0.49 3-4 -436 1.25 / 98 1.60 0.20 (if any) have been designed far loads indicated only. Horizontal loads aD lied at p roof CBC Standard Occu ancyy, Dead Load 12.0 psf the end of the extensions have not been --- ------LOAD CASE #1 DESIGN LOADS ------------- Dir L. PIf L.Loc R.Plf R.Loc --- LL/TL BC COMP. DUR.)/ TENS. OUR. CSI S-6 -203((1.60)/ 1066 1.25 0.41 considered unless shown. A drop -leg to an otherwise unsupported wall may create a TC Vert 70,00 - 2- 0- 0 70.00 0- 0- 0 0.46 6-7 -zoos(1.60)/ 1060 1.25 0.34 hinge effect that requires -additional design TC Vert 32.00 0- 0- 0 52.00 3- 0- 0 TC Vert 82.00 3- 0- 0 82.00 1- 0- 0 0.62 D.56 7-8 1.60)/ 153 1.60 0.11 ( consideration (by others). TC Vert 52.00 7- 0- 0 52.00 15- 3- 8 0.62 WB COMP.(OUR.); TENS. (((SUR. CSI BC_ Vert 18.00 0- 0- 0 18.00 15- 3- 8 0.00 2-6 / 128(0.903 0.07 .Type... lbs %.Loc LL/TL 2-7 -719(1.25)/ 1175511.60)1?) 0.31 3-7 -20(1.25)/ 127 1.60 0.04 TC Vert 0.0 0- 1-12 1.00 SC Vert 205.0 -2- 0- 0 0.00 , 4-7 -100((1.603/ 618 1.25 0.25 4-8 -543 1.25 / 1S4 1.60 0.14 a� 6 0-4-12 i 11-10-15 I 1 2 3 4 4.00 L B1 : R778 1 R:778 25«'WI uU:-208 l 15-3-8 I 5 6 7' 8 20 �a. unless she "1 e o ales are oosiUone as B2 W:308 R:577 U:-154 lk'f7r"., 1 9 v rda It n f � � I 4-11-5 SHIP WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system. It hes been based on specifications provided by the component manufacturer end donefn accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions ere to be verified by the component manufacturer and/or building designer prior to fabricatiam The building designer must ascertain that the loads utilized on Nis tlesign meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chartl Cust: JOHN WEINS WO: D ri ve_N_bowe rs_L00007_J 00001 Dsgn r' BLM #LC = 16 WT: 95# - TC Live 16.00 psf Li V2DU r L=1.25 P=1.15 W lataraty traced by Ne root or floor sheaving and the bottom chord is laterally braced by a dgid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components memoem only I, educe budding length. This component shall not be placed in a" TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ® environment that will cause the moisture content a1 the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install BC Live 0.00 psf 1 / / 1.00 792 Durham Dayton Highway ay and brace Hie burs in accordance with the following standards:'Joint and Cutting Detail Reports' available as output from Tr oneal software. BC Dead 9.00 psf 2- D- D O.C.Spaci ng 2- Durham, CA 95938 'ANSI/TPI1%VVTCA1'• Wood Truss Council of America Standard Design Responsibilities. (SCSI 1.03) ancI BCSI SUMMARY SHEETS by WTCA and TPI. The Truss Rate Institute (TPI) is located at 583 D'Onofrio Drive. Madison, TRUSPLUS 6.0 VER: T6.5.2 W-rufn53719. The American Forest and Paper Association (AFPA)Islocated at111119thSheet NW. Ste 800.WasHngton,DC20038. 1 Bldg Code: CBC -01 DER RATIO: L/360 TC: L/36 Job Name: BOWERS ADDITION Truss ID: A6 Qty: 1 b� L� � V V BRG X -LOC REACT SIZE REQ'D TC 20 DFL e1 Platt nqq spec • ANSI/TPI - 1995 COMPOSITE RESULT OF UPLIFT REAL IONS) Support 1 -208 lb 1 0- 1-12 778 .3.50" 1.50 BC 2.4 DFL fl WEB 2x4 DFL STANDARD THIS DESIGN I5 THE MULTIPLE LOAD CASES. Support 2 -154 lb Dsgn r: BLM 2 15- 1-12 577 3.50" 1.50" PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF MANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the TC Live BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent SCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR C8C-01 Code. TC Snow On the truss material at each bearing Drainage must be provided to avoid ponding. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed • Yes, Importance Factor '• 1.00 Tr nearl MAX DEFLECTION (span) Permanent bracing is reaulred sey others) to rotation/LapP�ing. See SCSI 1-03 GIRDERS. IF 2.S" GUN NAILS ARE USED, THE HANGERS MUST HE RE-EVALUATED (BY OTHERS). Truss Location - Not End Zone Hurricane/Ocean Line - No Ex& Category - C BC Live L/999 MEM 5-6 (LIVE) LC 1 prevent and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. Bldg Length . 22.00 ft, Bidg Width 15.29 ft BC Dead L. -0.05" D- -0.10" T- -0.15" � End verticals are designed for axial loads Mean roof height • 10.58 ft, mph 80 Occupancyy, Dead Load 12.0 CRITICAL MEMBER FORCES: TC COMP. DUR. / TENS. OUR. CSI ((1.2 only unless noted othenoise. Extensions below the truss CBC Standard psf ----- -- -LOAD CASE #1 DESIGN LOADS ------------- - 1-2 -1147 f3/ 11f 1.60 0.63 IDEFL RATIO: L/360 TC: L/36 above or profile (if any) have been designed for loads Dir L. PIf L.Loc R. PIf R. Lac LL/TL 2-3 -289(1.25)/ . 37 1.60 0.62 indicated only. Horizontal loads applied at TC Vert 70.00 - 2- 0- 0 70.00 0- 0- 0 0.46 ' 3-4 -213(1.25)/53 1.60 0.06 the end of the extensions have not been TC Vert 52.00 0- 0- 0 52.00 3- 0- 0 0.62 BC COMP.(OUR.)/ TENS. (DDR. CSI considered unless shown. A drop -leg to an otherwise a uppported wall nay create TC Vert 82.00 3- 0- 0 82.00 7-0- 0 TC Vert 52.00 7- 0- 0 52.00 1f- i- 8 0.56 0.62 S-6 -212(1.60)/ 1027(1.253 0.45 hinge effectsthat requires additional design BC Vert 18.00 0- 0- 0 18.00 15- 3- 8 0.00 6-7 -214((1.60)/ 1021((1.253 0.39 7-8 0 1.25)/ 182 1.60 0.15 on ideracion (by others). cons .Type... lbs X.Loc LL/TL TC Vert 0.0 0- 1-12 1.00 III COMP.(DUR.)/ TENS .(OUR.) CSI + ' BC Vert 2S.0 2- 0- 0 0.00 2-6 / 148(0.90) 0.08 2-7 -885(1.25)/ 172(1.60) 0.63 3-7 -88(((1.25)))/ 120(((1.603) 0.04 4-7 -140 1.60 / 559 1.25 0.23 - 4-8 -S64 1.25 / 144 1.60 0.20 ' 5 -6 0-4-12 L 13-10-15 I 1 2 3 4 4.00 FLS B1 W:308 R:77825 U:-20 2-0� 5 I 15-3-8 I T S 6 7 8 B2 W:308 R:577 U:-154 �rudswal stems P��tes are 20 �a. unless shown d"18'(18 ga.l "H"�t6.#a.36�e stud" al tes lxo av odd aVe si nwitdh stUluieI Qa es oe Sta le . rr ed tes and ase frame ales are Osr%' as shown aKKove. hi g b� L� � V V Read aH notes on this sheet and give a copy of it to the Erecting Contractor. Cust: JOHN WEINS This design is for an individual bullttng component not truss system. It has been based on specifications provided by the component manufacturer WO: D ri ve_N_bowe rs_L00007_J 00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r: BLM #LC = 16 WT' 100# afg tg Ile verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design 7A681 in au.ecd U.. 1.ty'•g i-arf M IN local building code and the particular application. The design assumes that the top chord TC Live 16.00' psf Li veDu r L=1.25 P=1.15 F Is laterally braced by the roof or goof sheathing and the bottom chard is laterngy Oraevu u5 u dais :he•r6ian maimiil targ5by attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1. 1S P=1.15 noted. Bracing shown is for lateral support of components members only to reduce CucMing length. This component shall not eo placed m ally Tr nearl 10.00 psf p Rep Mb r Bnd % Camp / Tens ® environment that will cause the moisture content of the wood to exceed 19% and/of cause connector plate corrosion. Fabricate, hands, install BC Live 0.00 psf 1.00 ! 1.00 / 1.00 792 Durham Dayton Highway antl brace this Wse in accordance with the fallowing standards:'Joint end Cutting Detail Reports' available as output from Truswal software, BC Dead 9.00 psf O.C.Spaeing 2- 0- 0 Durham, CA 95935 ANSVTPII'.WTCA1'-WoodTrussCouncilofAmerimStandardDesignResponsibilities.13UILDINGCOMPONENTSAFET'INFORMATION'- (BCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 O'Onoffio Drive, Mattson. TRUSPLUS 6.0 VER: T6.5.2 Wiscomin53719. Th. Aiurdcan Forest and Paper Association (AFPA) is located at Ill 1 1 91h Street NW. Ste 800, Washington. OC 20036. Bldg Code: CBC -01 IDEFL RATIO: L/360 TC: L/36 Job Name: BOWERS ADDITION- Truss ID: A7 Qty: 1 6/12/2006 2/20 os BRC X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Web bracing required at each location shown UPLIFT REACTION(!) Support 1 -232 lb 1 0- 1-12 866 3.50" 1.50" 2 1$- 1-12 778 3. $D° 1. SO'• BC 2x4 OFL #1 WEB 2x4 OFL STANDARD See standard details (7X01087001-001 rev/). ® Platingg Vo • ANSI/TPI - 1995 lWDPort 2 -208 1b This truss is designed using the and done in accordance with the current version, of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions BR2 REQUIREMENTS Shown are based ONLY PLATE VALUES PER ICBG RES EARCN REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. THIS DESIGNISTHE COMPOSITE RESULT OF MULTIPLE LOAD CASES. CBC -01 Code. are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascenoin that the loads on the truss material at each bearing Permanent bra[i ng is repaired (by others) to IF HANGERS ARE INDICATED ON THIS DRAWING. HANGER NAILS FOR Bldg Enclosed - Yes, Imyorcance Factor .1.00 T ass Location =Not End Zane UIRLeu w. uua d".da.. &­­ =r nrr.ad 1h01gili91!8 imposed by the local building code and the paNcular applicabon. The design assumes that the top chord MAX DEFLECTION (span) prevent rotation/toppling. See BCSI 1-03 d ANSI/TPI 1. THEY ARE BASED ON 1.5" 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Hurricane/Ocean Line = No Ezp Category - C ft SnowDu r L=1.15 P=1.15 L/999 MEM 5-6 (LIVE) LC 15 L- -0.09" D- -0.10" T- -0.20" PLATING BASED ON GREEN LUMBER VALUES. End verticals are designed for axial loads GIRDERS. IF 2.S" GUN NAILS ARE USED. -THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Bldg Length = 22.00 ft, B1dq Width 15.29 Mean roof height . 12.9 fi, mph 80 Dead Load 12 D Rep Mbr Bnd /Camp /Tens CRITICAL MEMBER FORCES: only unless noted otherwise. BC Live ORStandardOccuy yy psf---- --LOAD CAgEn#1 DESIGN LOADS - 1.0 ! 1 . nn / . 00 TC COMP. (OUR.)/ TENS. (DUR.) CSI 1-2 1.25 / 0.68 Extensions above or below the truss profile BC Dead Dir L. PIf L. Loc R. PIf R. Loc LL/TL -1285 2-3 -72 1.25 / 44(1.25) 0.67 (if any) have been designed for loads indicated only. Horizontal loads applied at TC Vert 70.00 - Z- 0- 0 70.00 0- 020 TC Vert 52.00 0- 0- 0 52.00 15- 3- 8 0.46 0.62 CSI the and of the extensions have notbeen TC Vert 70.00 1S- 3- 8 70.00 16- 0- 7 O.a6 BC COMP. DUR. / TEN/. DUR.) 4-5 -132 1.60 / 1171 1.25)) 0.74 considered unless shown. Adrop-lea to an Bldg Code: BE Vert 43.00 0- 0- 0 43.00 15- 3- 8 0.27 5-6 -139 1.60 / 11S7 1.ZS) 0.74 therwi se unsupported wall y ore to hinge effect that requires additional design WB COMP.(OUR.)/ TENS. DUR.) CSI consideration (by others). , 2-5 0.16 389 1.2560 - << ))/ )) 3-fi 1197(1. ZS 11 11fi 1.60) 0.0119 1 2 3 4.00 5-5-15 6-3-13 SHIP 131 62 W:308 W:308 R:866 R:778 U:-232 U-208 15-3-8 r 4 5 6 411 �J�4'0� �" ¢ 7.j 4 ga.), positioned per Joint Details Report. Truswal Systems Plates are 20 ga. unless shown by 18°(18 ga.), "H" 16 a.) or "MX" 12021 Cirded late. and false frame fates are ositron.d as shown above. Shift gable stud ales to avoid Quetta with structural late. or sta le . 6/12/2006 2/20 os Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: JOHN WEINS This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: D ri ve_N_bowe rs_LOOOO7_J 00001 and done in accordance with the current version, of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r' BLM ' #LC = 16 WT: 88# - are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascenoin that the loads TC Live 16.00 psf Li veDu r L=1. 2 5 P=1.15 UIRLeu w. uua d".da.. &­­ =r nrr.ad 1h01gili91!8 imposed by the local building code and the paNcular applicabon. The design assumes that the top chord is laterally braced try the root or floor sheathing and the bottom CROW o a,e,,A, L.::,+sl� n drdn shealdng material directly aaeched, unlem omerwisa TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ed Tniacromponenlshagn6togwe,lh,=,,i notes. Bcirgshown isfor lateral support ofcomponents memberoonly toreduce bucuI- m Tf nPad 10.00 psf Rep Mbr Bnd /Camp /Tens environment that will came the moisture content of the wood to exceed 19% and/or came connector plate corrosion. Fabricate, handle, !=tell792 BC Live o .OU sr 1.0 ! 1 . nn / . 00 Durham Dayton Highway and brace thio mass m accordance with the following standards: 'Joint and Culling Detail Reports' evailable as output from Truswal software, BC Dead 9.00 psf O.C.Spacin 2- 0- 0 9 Durham, CA 95935 'ANSVTPI 1', VJTCA V- Wood Truss Council of America Standard Design Responsibifides, BUILDING COMPONENT SAFETY INFORMATION'- (BGSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrlo Drive, Madison. TRUSPLUS 6.0 VER: T6.5.2 VVI-in53719. The Arced- Forest and Paper Associabon(APPA) is located at 111119th Street NW, Ste 800. Washington. DC 20036. Bldg Code: CBC -01 IDEFL RATIO: L/360 TC: L/36 Job Name: BOWERS ADDITION Truss ID: A8 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL al Plating syyec : ANS ITP - 1995 UPLIFT REACFION(S) - Support 1 -162 lb 1 D- 1-12 675 3.50" 1.50" BC 2.4 DFL Il 2x4 DFL STANDARD THIS DESIRi I5 THE COMPOSITE RESULT OF � MULTIPLE LOAD CASES. , Support 2 -250 lb 2 15- 1-12 698 3.50" 1.50" WEB PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BOLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 code. ' on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1_ PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes, Importance Factor . 1.00 MAX DEFLECTION (span) End verticals are designed for axial loads GIRDERS. IF 2.5" GUN NAILS ARE USED, THE (BY OTHERS). Truss Location . Not End Zone Hurricane/Ocean Line No Exp Category = C L/999 MEM 5-6 (LIVE) LC 15 only unless noted othe rvri se. below HANGERS IIUST BE RE-EVALUATED Bldg Length 22.00 ft Bldg Width 15.29 ft L= -0.09" D= -0.06•' T= -0.15" Extensions above or the truss profile (if any) have been designed for loads Live Mean roof height = 12. �9 ft, mph, - 80 CRITICAL MEMBER FORCES: indicated only. Horizontal loads aD lied at and brace this truss in accordance with the following stendaNs:'Joinl and Cutting Detail Reports' available as output from Truswal software, CBC Standard Occupancy. Dead Load 12.0 psf TC COMP. (gUR.)/ TENS. (OUR.) CSI 1-2 -960(1.253/ 163(1.60) 0.58 the end of the extensions have not Been ce side red unless shown. A drop -leg to an Durham, CA _95935 ANSUTPI V, VVTCAI- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFET'INFORMATOM- @CSI 1-03) and'BCSI SUMMARY SHEETS' ty WfCA and TPI. The Truss Nate Institute (TPI) is located at 583 D'Onof io Drive, Madison. 2-3 -72 1.ZS / 44(1.25) 0.57 athem se unsuppported wall may create a TRU 5PLU5 6.0 VER: T6. 5.2 Wiscorain53719. The American Forest and Paper Assoclutivn UkFP/9 is lacated at I I 11 Igth Street NW. Me 800. Washington. DC 20036. requires additional design CBC -01 DEFL RATIO: L/360 TC: L/361 BC COMP. ((((DUR. )))/ TENS. ((DUR. )) CSI conside rationthbt Y others). 5-6 -303(1.60)% 855(1.25) 0.-40 40 WB COMP.(DUR.)/ TENS. gUR. CSI 2-5 / 247 1.25 0.10 Z-6 -920(1.25)/ 326 1.60 0.93 3-6 -309(1.25)/ 161 1.60 D.14 2 3 4.00. B1 B2 W:308 W:308 R:675 R:698 LIA 62 U:-250 ( �2-0-0 2-3-15 ' I 15-3-8 4 5 6 �: � ` r •: ���: /tea r 6-10-3 1 SHIP _ Trus wal Systems Plates are 20 a. unless shown b "18"(18 ga.), "H"(16 ya. or "MX"(TWMX 20 ga.), positioned per Joint oetaRs Repon. Circled totes and false frame I?ates are ositionedyas shown above. ShiN ble studplates to avoid oveAa with structural totes or sta le . O� ' LI A V V 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust : 30HN WEINS This design is for an individual bullring component not truss system. It has been based an specifications provided by Me component manufacturer WO: D ri ve_N_bowe rs_L00007_) 00001 and done in accordance vrim me current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r - BLM - #LC = 16 WT: 91# areto be verified by the component manufacturer and/or building designer prior to fabrication. The bulleing designer must ascertain Net the loads .,:!P;" e.,ann meet m gEggod the loading imposed by the local building code and the particular application The design assumes that the top chord TC Live 16.00 psf Li veDu r L=1. 2 5 P=1.15 CF.vulk=r n laterally braced by the roof or floor sneaWng aria Me UUmnu cha d 1.lcnrpy hmrod by n daiti gheathinq material directly attached, unless ptherwl.a TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce budding length. Thiscompondn1511a0itmuefHuw�:�.9Ey TF Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ®BC environment that wit cause the moisture content of the wood to exceod 19% endfer cause connector plate corrosion. Fabricate, handle, install Live O.UU p5T 1.16 / l.nn / b:oo 792 Durham Dayton Highway and brace this truss in accordance with the following stendaNs:'Joinl and Cutting Detail Reports' available as output from Truswal software, BC Dead 9.00 psf O.C.Spaeing 2- 0- 0 Durham, CA _95935 ANSUTPI V, VVTCAI- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFET'INFORMATOM- @CSI 1-03) and'BCSI SUMMARY SHEETS' ty WfCA and TPI. The Truss Nate Institute (TPI) is located at 583 D'Onof io Drive, Madison. TRU 5PLU5 6.0 VER: T6. 5.2 Wiscorain53719. The American Forest and Paper Assoclutivn UkFP/9 is lacated at I I 11 Igth Street NW. Me 800. Washington. DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/361 Job Name: BOWERS ADDITION Truss ID: AG1 Qty: 1 BRC X -LOC REACT SIZE REQ'D TC 2x4 DFL p1 Plating sVec ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTION(!) 1 0- 1-12 246 3.50" 1.50" 2 3- 3-13 222 3.50 1. SO" ac 2x4 OF sl 0 SLIDER 2x4 OFL #1 MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Sir art 2 Suppprt 3 99 lb -30 lb 3 $- 1- S 58 3.50 1.50 WEB 2x4 Oft. STANDARD G8L BLK 2x4 OFL STANDARD THEY ARE BASED ON 1.5" HANGER NAILS FOR Support 4 -113 lb ' 4 6-10-12 238 3.50" 1.50 PLATE VALUES PER ICBG RESEAROI 0.EPORT !1607. 1 -PLY AND 3" HANGER NAILS FORMULTI-PLY GUN ARE USED, THE Supportlb Support 6 -30 lb 5 8- 4-12 238 3.50 1.50" Mark all interior bearing locations. GIRDERS. IF 2.5" NAILS HANGERS MUST BE RE-EVALUATED (BY OnfERS). supPoo't 7 -99 16 6 10- 2- 3 $$ 3.50 1.50" Install interior py rt(s) before rection. PLATING BASED ON GREEN LUMBER VALUES. Ma use ads uate sta les for ble blocks y Su t 8 - 17 lb . 7 11 -ll -11 222 3.50" 1.50 8 15- 1-12 246 3.50" 1.S0" This truss is desi fined using the CBC -01 Code. eUI DING DESIGNER MUS VERIFY BLE LOADS! �' [+I gable bracing required 6 58" intervals, 0:00 psf 1.15 / 1.00 / 1.00 BRG REQUIREMENTS shown are based ONLY Bldg Enclosed . Yes, Importance Factor . 1.0 n exposed to wind load applied to face. See General Gable Details', 002065035. 9.00 psf , On the truss material at each bearing Truss Lpcation . Not End Zone „ MAX DEFLECTION (span) pp L/999 MEM 6-0 (LIVE LC 1 Hurricane/Ocean Line No Expp Category . C Bldg Length 22.00 ft, Bidg Nt oth . 15.29 ft Attach secondary top chord (if hown) with 2- or 3 - (2x6) at 24" L- -0.01' D= -0.01' T- -0.02" Mean roof height . 11.47 ft. mph 80 CBC Standard Occupancy, Dead Load 12.0 psf min. x4) plates o.c. and applied rotated, in addition to CBC -01 IDEFL RATIO: L/360 TC: L/36 CRITICAL MEMBER FORCES: the heel plating shown. Th¢ secondary top , TC COMP. DUR.)/ TENS. DUR.) CSI chord may be notched 1.5" for outlookers, 1-2 -117(<1.60)/ 144 1.25) 0.26 2-3 101 1.25) 0.07 max. 0 NOT NOTCH WHERE SHOWN BY (•••). _63(1.603/ 3-4 63 1.fi0 / 101 1.2$) 0.07 4-5. -117((1.60))/ 144((1.25)) 0.26 6g7 11 �502(1u25)% TE306(DlU. 661 OC30 7-8 / 0.01 - -. 8-9 / 0.30 - WB CPIP. Zoo ((OI1R. / TENS. ((DUI.3 CSI 04 4-8 -200(1.25)% 124(1.60) 0.04 _ 7-7-12 I 7-7-12 I 1 2 3 4 5 l 3-4 1.5-3 1.5-3 1.5-3 3-4 1.5-3 1.5-3 1.5-3 2-0-0 -1 -1 L __ 15-3-8 I -0-0 ' 6 7 8 9 TYPICAL PLATE: 2-4 OVER CONTINUOUS SUPPORT 77ruswal Systems Plates are 20 ga. unless shown b 18•(18 ga.), 'H"(16 qa, or "MX'(TWMX 20 ga.), positioned per Joint Details Report. CirGed fates and false frame Sates are ostHonedyas shown above. Shift g1ble stud Plates to avoid overla with structural Nates or sta le . 6/12/2006 I&A, RNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: 3oHN wEINs This design Is for an individual budding component not buss system. It has been based on specincations provided by the component manufacturer W0: D ri ve_N_bowe rs_L00007_300001 ono done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : BLM #LC = 15 WT' 115# are to be verified by the component manufacturer and/or building dasignor prier to fabrication. The bu0ding designer must ascertain that the loads TC Li ve 16.00 psf Li veDu r - L=1.25 P=1. 15 utilized an this design meet or exceed the loading imposed by the local building cads and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless othe,wiso TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce bucMing length. This component shall not be placed in any TC Dead 10.00 psf Rep Mb r Bnd / Comp / Tens environment that vdl cause the moisture content of the mad to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, InstaO _ BC Live 0:00 psf 1.15 / 1.00 / 1.00 D� 792792 ton Highway and brace this mss In accordance w Ih the tonovdrg standards: Joint and cutting Detail Reports' evailable as output from Truswal software. BC Dead 9.00 psf O.C.Spacing 2- 0- 0 Durham, C4H938'ANSUfPI 1', WTCA i' -Wood Time Council of America StBndmd Ocdgn Responsibilities, 13UILDING COMPONENT SAFETY INFORMATION'- (SCSI 1.03) end'SCSI SUMMARY SREET5 by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 O'(lnofrlo Drive, Madison. TRUSPLUS 6.0 VER: T6.5.2 Wricansin53719. The Amedcan Forest and Paier Association (AFPA) is located at 1111 19th Street NW. Ste 800. Washington, DC 20036. 1 Bldg Code: CBC -01 IDEFL RATIO: L/360 TC: L/36 °RESIDENTIAL i 031-202-022 PERMIT#94-1506 BOWERS, WILLIAM & KAREN t 1158 TEHAMA AVE., OROVILLE NEW GARAGE JOB FINALED (D ) �� Signature J=OK O = 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/0 Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve-Connectoe 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/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 v F MISCELLANEOUS Date DEC COVERS, CARPORTS, GARAGES, (Plans)OK except #'s Zoni •Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -R s 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-Connectio 'plice-Decal-Enclosures 6. Carports; Wi 4$!Frmg; Sils-Ams-Rftrs-Trusses I _ 1, 9. 5W11<ig; Nailing -Veneer -Stucco -Mesh Vj_b ll< Roof; Shthg-Roofing T 11. Ext.; Steps -Doors -Landings Date, Card B-1 Date Card B-1 Date 7 �- Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK O=Not OK r = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except p's 16.- Water Htr.: Vent -Access -Combustion Air -Baffle ---------------- -- ------------------------------- 17. Water Pipe: Test & Anchor -Nail Protection -------------- 18. D.W.V : Test -Fittings & Anchor -Nail Protection -------- ---------------- ------------------ 19. Shower Pan: Test. First Floor -Tub Access --------------- ---- _______20. - ------------------ 20. Test Tub & Shower, Second Floor -Tub Access ------- ---------- 21. Gas Pipe: Size & Anchors ------------------------------------- ------- --------- -------------- -- Date Card B-1 DateCard B-1 --------------------- --------------------------- ------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ------------------------------- ---- ------ 23.--E-lec. Recept-acles Spacing -Lights & Switches at Doors ----------- ---------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ------------------------------------------------------------ 25. Romex Installed Close to Edge of Studs & C.J. -------- -------------------------------------------------------- 26. Equip Ground made up w/Mech. Fastners-Bond Gas & Water --------- ----------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFl --------- -------------------------------------------------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size r / ga. Cu or Al --------------------- ----------------------------- 29. Range Circ / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes El No ----------------------------------------------------------------- 30._ -Ser -vice- Riser Conductors & Ground -Main Disconnect --------------------------------------------------------- ---------- 31. Equip Clearaces Panels-Motors-Mech. Equip. - n --------------------------- ------------ 32. Clothes Closet Light -Shower Light -Spa Light ---------- --------------------------- --- --------------- -- - - -- - -- -- 33. Smoke Detector ------------------------------ ------- -- ----------------------------------------- Date Card B-1 Date Card B-1 - -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34. A.C. Ducts Insulation & Support ----------------- ---------------------- ----------------- --- - -- -- - - - --- --- --- 35. Vent Fan: Exhaust above insulation ---------------------------------- ------------------ 36. Condensate Drain & Overflow: Size & Grade ------------ -------------------------------------- ----- - ----- - ......... 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------------ --- - ---------------------------------------------- -- 38 Attic Access & Platform if Furnance in Attic -------------- ------------- ---------------- Date -------------- Date Card B-1 Date Card B-1 --- --- - - - - ---- ----------------------- Date -------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except P's 39. Sils. Proper Material & Anchors - ------- -------..-..------------------------------------------------------ -- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing - - - - ----------- ----------------- ----- ------------- --------- 42. Draft Stop in Walls (rat proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ---------------------------------------------- ---------- 44. Headers & Beam -Size & Bearing >ingle & Duplex)' Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings _ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54, plywood on Roof Overhang -Attic Vents -Rafter Outriggers ----------------- ______ _ 55. -Siding -Nailing Veneer __ 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ---------------- ------------------- Date ------------------Date _ Card B 1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ------- ------- -------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection --------- 64. Bedroom Exiting 65. G.F.I & Bath Fixtures & Tub Access -Spa -- --- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ------------- 67. Stairs & Rails _ 68. Fireplace or Stove: Clearances -Hearth -------------- ----- ------------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. ------ ------------------------------------ 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter ------------------------- ---- 72. Garage Fire Door: Swing -Landing -Closer -73.-.A.C.- Duct in -Garage -Damper ----------------------------------- ----- 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection ----------------------------------------- 75. Plb.. Elec. &Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes ------------------------------- ____ -------- - 78. Guard Rails & Deck Construction -Post Caps ---------------------------------------- - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------ -------------------------------- ------- 80. -------------------------------------80. Following instld.'Drive ❑ Yes 13No; Walks ❑ Yes ElNo; Planters 1:1Yes ❑ No - ------------------ -- 81. Stucco: _Brown -Finish 82. A.C. Unit Disconnect. Electrical, Plumbing ----------------------' --- - 83. Vents Above Roof: Plb9 APP liance-Firep lace. -Clearance to Openings ------------------------------------------ ---- 84. Water Well: Disconnect. Electrical. Plumbing ------ ------- -------------------------- 9 --- 85. Exterior Elec. Trim: G.F.I. Receptacle -Under round - ... . - - -- ------------ 86 -- ------------------- ----- - 86. Ventilation Throughout House - --- - - ­---------------- ----------- - --------------- -- 87. Glass Protection _. .. - ..- ---------------- ------------ --------- 88. Corrections from Previous Inspections --- - - - - --- ----------------- ------------------------- 89. Gas Test -Meters Tagged: Gas -Electric - - - . - . - - ---------- 90. ---------90. Water & Sewer Connected -C/O to Grade -HD Approval - -- - - -- - - ----------------- 91. ----------------91. Energy Compliance Certificate -Other Certificates -- --- -- ---------------------------------------- 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 OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER l4 Na APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER m1-9n9_n99 ZONING AR BUILDING PERMIT II OW AND KAREN BOWERS TELEPHONE SQ. FT. OCC. BUILDING VALUATION 816 M 14,688 OWNER'S MAILING ADDRESS 1158 TEHAMA AVE., OROVILLE CA 95965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation$ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ 162.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 105.30 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1158 TEHAMA AVE. OROVILLE PERMIT FEE $ 287.30 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New (I Addition ElRemodel ❑ Utilities ❑ Installation ❑ Other El Describe Work: PERMIT FEE $ Cont ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. ( D BEACCGBLDSUP OR ADDNS. )EJ6 3.50 sF°: 28.50 CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON.RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) A20 @ 1.0000 8LM .50 Ex. Occu FIXED APPLNS. OR p' ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division 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 Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S 48. 5C Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 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 Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said n�consequence of the granting of this permit. County iin� X r y� oiyo�(} t� f� %J Date – Signature of Applicant - l3 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST .��LLTYPE V N TOTAL FEES 335.80 NAZ. ._ D. FEES IMP °� FLOOD COF PARCEL PD '�•1-1 NO ISSIE This permit is hereby issued under the applicable provision: oft utte County Code and/or Resolutions to do work in ca bove for w i fee have been paid. y Date PERMIT EXPIRES ON G �• Date) ReceiptNo. 163175 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i• yvc�..--rte, .r. ��� .-s^4:,..�.rvr'-+"'�'\.��•NS.' .• �„-....i. ti ..-•,rr•t�'rn,•.r-d`.dr . M T..^, ,'li�;�t 41.' ,t^• . y.,,,. _. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER Ow! - � h A. 03 r ^ �� C Proposed Building Use o Building Inspector Date �'- At time of p - mit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $.......................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) §)r Qlifornia Engineer. .. ............ . va OAS Sanitation and plot plan approl l 1 Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. .............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). ..pecti. . Preanson request 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. - Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed oc,(A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the pernit, process as follows: Mail to owner. Mail to contractor. X Telephone 5 J' and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant co, Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _phone _ mail Coun y _Date Plans checked by Date Plans approved by Date f Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. °ssVR j E` "\uM, BEga q ZONING BUILDING PERMIT OWN ^� 1 , TELEPHONE SO. FT. OCC. BUILDING VALUATION OW71TUrDRES1 Q /�, — / `� a wrcc v e Y 6 CON TOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTI N LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 2p,OQ Permit Fee $ ARCHITEC O ENGINEER LICENSE No. Plan Checking Fee $ 0 r Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADORES3 Penalty $ su INc AD Ess f Ln CA U Q a PERMIT FEE $ e PLUMBING PERMIT fling Fee 20.00 Each Trap 7.00 Solar or heat pump water ter 23.00 LOT NO. SUBOIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water he er or vent 15.00 USE OF STRUCTUR SF O Duplex O Mobilehome O Other C %L/A SPECIE Gas piping sys m 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W @20.00 TYPE OF WORK New X Addition O Remodel O Utilities O Installation O Other ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 111" LESS ) 200A OR LESS 23.00 Main Service I 200A TO 100oA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. SO 3.SC FT. NEW CONST. MULTI.OUTLET .NON-RESID. I BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason POWER APPARATUS ) ( & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES Al. @50 FIXED APPNS.OR Ex. Occup. ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20,00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 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 Butte County Ordinances and California 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. also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL F $ I HAZ- D. FEES IMP Flo CDF PARCEL PO HO ISSUi This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Dere/ Receipt No. W.,TE-O.0 S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .COUNTY OF BUTTE Department of Development Services Building Division Oroville:.7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 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 per: essing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not),;y P_ signed an application for a building permit for the proposed wcrl:. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work:. Name Address Phone City Contractor's License No. r, 5. I will provide some of the work but I have contracted (hired) the following persons to provide the wo-k indicated: Name Address Phone Type of Work h � � s. �r L s ,_ • Signed: Property Owner Social Security Number " Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitt6ddl to issue the permit. i .. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califo*nia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. f32.Z - go ASSESSOR PARCEL NUMBER r ZONING BUILDING PERMIT OWNER William Bowers TELEPHONE 534-7364 SQ. FT. DCC. BUILDING VALUATION Est Cost 5 00 OWNER'S MAILING ADDRESS 1158 Tehama Ave. Oroville 95965 CONTRACTOR'SNAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER - UNKNOWN Total Valuation is 5 .00 Filing Fee $ 1000 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 ADDRESS 1158 Tehama Ave Oroville Permit fee $ 20.00 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 [:N Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other [J Describe work: Deme _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'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 BuslnesS 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 NEW CONST. DWELLING OCCUP.s OR ADDNS. (Ace, BLOGs. ) , 2/zQsgft NEW CONSTR. RANCH TLET NON.RESID BRANCH CIRC ITS CIRCUITS) 2,50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES 2AL@ eL®30 FIXED APPLNS Ex. Occup. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X n .� � �{� `f'i� ��,��_ Date ( F 1(JIJ #1h qD c oZZ� Signature of Applicant — Owner X Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 20.00 HAz I CUA I PARK I SCHL 1 FL PAR PDJ Ho IssuE This permit is nereby issued under sions of the Butte9County Codec afld/or work Jxidripqated above for w4Y fees TOR)OF PUBLIC cil PERMIT EXPIRES DalC the applicable provi- resolutions to do have been paid. WORKS Receipt NO. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovil,le, Qalifornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 6az : 9�/ ASSESSOR PARCEL NUMBER 31 -9n9-99 ZONING BUILDING PERMIT OWNER William Bowers TELEPHONE 534-7364 S0. FT. OCC. BUILDING VALUATION Est Cost 500 OWNER'S MAILING ADDRESS 1158 Tehama Ave Oroville 95965 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 500-00 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 10,00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1158 Tehama Ave Oroville Permit fee $ 20.00 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 EX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other] Describe work: llem0 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service sOOV OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 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 NEW CONST.DWELLING OCCUP.h OR ACDNS. (ACC. BLDGS. , 2/zQsgft NEW CONRES, RANCHUTLET NO N•R ESID BRANCH CIRC ITS 2.50 ea PO ER APPARATUS e (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 20®30Q eAL030 FIXED APLNS. Ex. Occup. OUTLETS (PRESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 9 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. ❑ 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. J (�( &" � Com, X� �1�1 Date I' 1 r1 (1Lf Signature of Applicant — Owner X Contrector ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 20.00 HAz I CUA PARK I SCHL I FLD PAR PD HD IssuE Th;s permit is hereby issued u der sions of the Butte County. Cod d/or work ated ove for w c fees DI TOR F LIC Be PER EXPIRES Da e the applicable provi- resolutions to do have been paid. WORKS Receipt No. S`/Z WHITE-D.P.W., TEL LOW-ASSESSOR,'PINK -INSPECTOR, GOLDENROD -APPLICANT S} PERMIT NO. _ 3619-81B ,F',E)I PERMIT EXPIRES b �j OWNER William &-Karen Bowers ' CONTR. Gordon Bihl, Ora6gevale ASSESSOR PARCEL 31-202.42-' LOCATION -1158 Tehama Ave*., Orovi]le . r • -7 ) } `� 41-F r1, • 5e e /C�r Temp. Power Pole Called PG&E r ervic 49@t— Called PG&E Temp. Gas Service Called PG&E • _ f,•. JO.B(FINALED Date) —- Si Lure &INSULATION 3851 MORROW LANE - CHICO, CALIFORNIA 95926-(916) 895-3900 RESIDENT IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS. HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT 1158 Tehama, Oroville, CA rt (location) BUILDING PERMIT N0. go: J9?— ft A. P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge. �Mw Single Glazed N /A Fdn..Walls SLA Special (Insulated) L/' Floors N/A CERT. & LABELED WDS. Walls X & SLIDING DRS. Ceiling/Roof X WEATHERSTRIPPED-DRS. Ducts BACK DAMPERED FANS Circulating Pip INTERMITTENT IGNITION DEVICES. W= �-_ APPROVED HEATER ±t5dA T --CERT. APPLIANCES APPROVED WTR.HTR.� I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQU IREMENTS'AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name C & J Roofing and Insulation Signature of se print) Insulation Applicator tate Contractors License No. 309245 General Contractor/Owner Name_ 02-.P- (please print) . Signature of General Contractor/Owner & Date State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT' PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN•A CONSPICUOUS LOCATION WITHIN THE DWELLING. J = OK 0 = Not OK = Not Applicable .MOBILEHOMES = Not Ready 94 " MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements . Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements ..,j'.7, 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.-Coninec.-Shthg.-Rfg.-Bracing 5. Electricity; Local ion-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. Elea Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except It'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/O 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-Lghig. Boxes -Enc losures- Pane lboards-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-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date r' EM i ..,j'.7, V = OK 0 = Not OK Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR P' s OK except hi's Date FRA NG Continued �. Zoning requirements—Setbacks—Easements . Property Line Firewall & Openings Main; Soils—Steel—EI d.— / /" Ftg. Depth 4r Ext. Doors—One 3'—Check Garage -3rd story, 2 exits /De-`Ftg., Garage; Soils—Steel— /Prey/L% Ftg. Depth- — se—Run—Landing—Fire Protection 4. Ftg., Porches & Decks; Soils—Steel— / /" Ftg. Depth t!ywood on Roof Overhang—Attic Vents—Rafter Outriggers temwalls, Main; Steel—Blockouts—Wrapped— . Siding—Nailing—Veneer walls, Garage; Steel—Blockouts—Wrapped—Slab — n e — dn. Vents—Underflr. Access 7. Piers—Fireplace Ftg.—Steel Glazing Area—Glass Protection—Skylights—Plastic tLBWV.V.: Fall—Fittings—Test-2 way C/O—Sewer Tests; Nailing—Bolts 9. 2Gas Pipe; Size—Anchors 1000ater Pipe; Test—Anchors—Regulator—Service Test 11 lectric; Underground 12 lenums & Ducts; Clearance—Material—Support—Ins. 13,Wirders—Sills—Anchor Bolts—Joists—Vents—Cripples Card -BI Date Card -BI Date Card -BI Date t Card -BI Date Card -BI Date Card -BI Date C Date i Gard -BI Date Date FINA P ns) OK except H's C -BI Date Card -BI Date Date PLUM G (Permit) OK except N's .Steps—Door & Sidelight Protection—Landings 5,r §pwke Detector Yr 1 r Ht.; Vent—Access—Combustion Air Furnace; Vents—Clearance—Comb. Air—Connector— Garage; Above Floor—Ducts—Mech. Protection Wat r Pipe; Test & Anchors—Nail Protection W.V.; Test—Fttngs & Anchors—Nail ProtectionB Broom Exiting G.F.I. & Bath Fixtures & Tub Access — ss . Elec. Trim & Subpanel; Breaker Sizes—Labels as Pipe; Size & Anchors .62__ajalse�ails e Stove; Clearances -Hearth 4. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date t. Fixt. & Appliance; Grnd.—Air Gap—Cooking Clearance Card -BI Date Card -BI Date c. Outlets & Receptacles at Kit. Counter Date ELEC RICAL Permit OK except q's Garage Fire Door; Swing—Landing—Closer 48r�M in Garage—Damper xture & Transformer Clearance—Ins. Protection Wtr. Htr.; Vents—Clearance—Comb. Air—Connector—P.R.V.— In Garage; Above Floor—Mech. Protection -S c. Receptacles Spacing—Lights &Switches at Doors 7 Ib., Elec. & Mech. Equip. Listed for Location Si a Boxes & No. of Conductors—Stapled Elec. Receptacles in Garage; (G.F.I.)—Romex Protec. Ro Installed Close to Edge of Studs & C.J. 2 Ground made up w/Mech. Fasteners—Bond Gas & Water 72. Insulation—Foam—Looked in Attic es ck Construction—Post Caps .lip. Appliance Circuits in Kitchen & Conductor Size 74, Fdn. V C wl Hole Door—Drainage &Wood Earth Clearance Lo El Yes ire Size / / ga. Cu or AI—A.C. Wire Size / / ga. Cu or AI 2Wg RaRq -e+rc­i— / ga. Cu or AI—Oven Circ. / / ga. Cu or Al, I ated Neutral ❑Yes ❑No 75. Following insst'ld.: Drive es C] No: Walks C3Yes [INo; Planters 4 is El No S rvice—Riser Conductors & Ground—Main Disconnect row Finish *._E . Clearances; Panels—Motors—Mech. Equip. 7F,. --AC. Unit; Disconnect—Clrnces—Brkr. & Cond. Size -115V Outlet lothes Closet Light—Shower Light Vents Above Roof; Plbg.—Appliance—Firepl.—Clearance to Opngs. Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle—Underground Card B-1 Card -BI Date &_ .Ventilation throughout House Card B -I Date Card -BI Date 8 lass Protection Date MEC ICAL (Perrr,it) OK except it's _ 8 orrections from Previous Inspections G st—Meters Tagged; Gas—Electric , A.C. Ducts; Insulation & Support W r & Sewer Connected—C/O to Grade—HD Approval _ ent Fan; Exhaust above Insulation Energy Compliance Certificate—Other Certificates _ verflow; Size & Grade 14'—Furnace—vent; Access -Comb. Air—Return Air Vent -115V outlet orm i urnace in Attic d -BI Date Card -BI Date Card -BI Date ��T--G Card -BI Date O_ Card -BI Date Card -BI Date Card -BI Al Date Card -BI Date Card -BI Date Card -BI Date Date FRAMIN Plans) OK except N's Comments at Final: 3 it s; Proper Material &Anchors _ alts; Studs—Nailing, Spacing & Bracing—Plates—Sound _ a s over it & Floor Nailing DjAfrstop in Walls (rat proof) Fir tops; Furred Ceilings—Stairs—Chases—Tub _ e der & Beam—_Size_& Bearing 4&r—Post Caps—Anchors—Connectors Cing. Joist—_Rftr. Ties—Purlin—Roof Brac.—Truss—Shthng.—Rfnq. 4 r Type A Flue—Fireplace Throat _ is Access: Siz omex Protection—Drat op—Ins. a fles 46 B Windows or Exiting Doors—Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 I Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above add.ess 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. '11� r—) � n " I I _�� - --f, 1� Inspector 'AA-�t"U':7&kf Date—/ COUNTY BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT 0, 7 County Center Drive - 0rovilie, California 95965 - Telephone 916/534- 41 APPLICATION AI4D PERMIT ASSESSOR PARCrrUMBER I'I/--2, 0Z --Z2 Z UILDING PERMIT OWZ J_1 n M ^ c TELEPHONE S0. FT. OCC.1 BUILDING VALUATION R17 25 ' 00 OWNER'S MAILING ADDRESS d 3.oa CONTRA �^V/ OC/ 7/J ✓ O LyTR;69 ING DDSS fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ c00 Filing Fee $ 10,00 LENDER'S MAILING ADDR S Permit Fee $ Q (� ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $CID I Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ O BUILDIN /15YS ((/•+ PLUMBING -PERMIT Filing Fee 10.00 Each Trap 2.00 ,O'0 Repair drainage or vent piping 5.00 �r/lLle�i Water piping 5-,90 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 ,,J,,0 D Gas piping system 1 - 5 outlets 51,0 0 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 510 d Lawn sprinkler system 5.00 TYPE OF WORK NewAddition ❑ Remodel❑ Utilities❑ Installation❑ Other F] Describe work: Permit Fee $ 47-00— ,(/vNew Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2,50 NEW CONST. DWELLING OC$ ft OR ADDNS. ACC.BLDG �pj 2? q � CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): [ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. /20 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 NEW CONSTRMULTI-OUTLET 2,50 ea NON-RESID BRANCH CIRCUITS) NEW CONSTR (POWER APPARATUS 6) A NON-RESID• (SINGLE OUTLET CIR. 50 m 250 Ex. Occup OUTLETS OR FIXTURES BA ! EX. OCCU /FIXED APP LNS, OR .0 P•\OUTLETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ 0 Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Ep 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. Heating .00 Ce AFS Cooling / ,SD(% Hood 3.00 �,o(� Ventilation Permit Fee S p� Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, expenses which may in any way accrue against�tCouVin conseque e f the granting of this permit. Date y� `"6 / Signature of Applicant — Own Contractor Agent Elidi An OSHA permit is required for excavations over 5'?deep deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ , TOTAL PERMIT FEE $ , (L,? OCCUP, GROUP `K_"� JV,vX TYPE OF 4ON 9T. v -_ PARC PD HD 199U This permit is hereby issued under sions of the Butte County Code and/or work indicated above or which dbf D:IR=ORVOBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fhaid. P have been WORKS Date r '— Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26`.8.lof the Bubte County Code requires this acknowledgement 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 arising 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 occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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: Lot 12 in—$lock 879 as shown on that certain map entitled, "THERMALITO", which map was filed in the office of the Recorder of the County of Butte, State of California, June 8, 1987. 81-3105: ' OFFICIAL REC014b;•• ^ BUTTE COUP•1iY--'1AL!F. "BUTTE COUNTY TITLE CO. og AM 1991 CLARK A. N.EL.1 0 a [� September 23; 1981 CLERK-RECORGc,R Date: PROPERTY OWNERS: FEE formerly Karen Van DeBogart State of Calif. On this the 24th day of September , 19 81 , SS. before me, the undersigned Notary Public, personally County of Butte ) appeared William L. Bowers and Karen Bowers, formerly Karen Van DeBogart known to me to be the person(s) whose name(s) °°°°2*subscribed to the within instrument and acknowledged .I, o �bTgU���144othat executed the same for the purposes rein Jcotained. INeWITNESS WHEREOF, I hereunto set my hand and official oi�1 pion � o;� • eq FR seal. Present A.P. N0. 031 202 022 Notary Public ETEC? OF DOCUTAEN 0 0 CM CO wild rg %in,41 il W70 A awly.9 on, an,= polo NAM A WIAW;. ST. Lan iusm.73v.. WMAn t5pm? uAnk &A 101 NOT "?`AUK, nil 711 srz: 5W W!"APIS MR' .0 .1senmaq WISIVOW-P6 US boric Sun tn SA IA" j q. 49SAM MUN Pf 10 InqjyjSy-V ->qj 01 nq[dnq Vn VisM y3JrqnUq p1j:; taublAsIn WIT! "y ."j 1,010 W3 muff"3>, it nau Al bo -1, L.r 1, O-jj I j:Q h"q OINI:Vle�q wild rg %in,41 il Lan iusm.73v.. WMAn Warnes,.: ,, nil 711 srz: 5W W!"APIS MR' SWITu Ra WK MM UP MWOM j q. 49SAM MUN Pf tom_ ti wild rg %in,41 il THERMALITO IRRIGATION DISTRICT , 410 GFIA'ND AVENUE OROVILLE, CALIFORNIA 95965 TELEPHONE 533-0740 CSA 26 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: .. Owner's Name: Date: Address: �' `-" Acct. No: A. P. No.: Phone: - No. Units: t Applicant/Agent: Agents Proof: Address: Fees: Phone: Application $ Arrearage Preliminary Review By: Date: CSA 26 Remarks: 2xtoting houoe to b^ de -.oliahed and rc aved SC -OR Fra• the collector oyctc n tiChin 60 doyo of the connection 1 st mo. S.C. of tho nc*7 otructure to tblc ciyotcv,. Any codification to the Other or&�f.ar.l ,vrnit rcquirco thct the cmvr lnterel bo brought up to ;rrev xrith a cleanout nt the property line. Total Fees V Collected By: Date: Field Review By: - �•w�.,r / %%iln ter' %Jl�.,.�.. Date: bq Remarks: .4 rl P , c r r,q r/ 'At S,� >f r _ MONTHLY SERVICE CHARGES WILL COMMENCE -AUTOMATICALLY UPON: ❑ Date of TID approval of completed building sewer (eariyconnect-ion). ❑ 30 -days -after -date -above, -or -on date-of-D-P.W:-approvalaof-completed-buiIding•sewer,which-evercomes first-('existing-.construction'= _ � _. _.. is .'� n � c. i 0 7OK I 1, u i E� If, q1 vhti�v.z •' VV,'!!!W. 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