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064-660-037
NOTES l,��Lal�c G ria -/ter 91,1i::VrOWS 07J �a� use' • r�c�� CLU ir 0i. 3 jt'7r5 RESIDENTIAL PERMIT NO.... 064-660-03-7 1— �,''"""; JAURON, LES 04-1303 14379 SKYWAY + AY', MAGALIA '' } Cont: MATT THQMPSON I NEW SINGLE FAMILY/GARAGE r SPECIAL CONDITIONS CHECKED. / BY ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J OFFICE COPY Address GAS ' Meter By v v / Date i- ELECTRIC • Met r By Dat :r JJOB FINALED (Date) It 3 /z -Q / -:s-- Signature Ljc)cj) (mow } � t d .i - r r SPECIAL CONDITIONS CHECKED. / BY ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J OFFICE COPY Address GAS ' Meter By v v / Date i- ELECTRIC • Met r By Dat :r JJOB FINALED (Date) It 3 /z -Q / -:s-- Signature Ljc)cj) (mow } � J=OK ` 0 = Not OK . = Not,Readyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1 ` Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main Conduit 11. Cert. of Occupancy Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .y J=OK 0 = Not OK - = Not Applicable . = Not Ready Date RESIDENTIAL (Single & Duplex) OK except #'s Y. ., Main; Soils-Elec. GrnV..-/ " Ftg. Depth F., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4 ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5.VXPwalls, Main; Steel -Bloc kouts-Wrapped EV Hold Downs and Special Anchors 7. SI, Steel -Wrapped 1. lers-Fire lace Ftg.-Steel (0,'�j'Q t D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test �96VF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test UO.OFWater Pipe; Test -Anchors -Regulator -Service Test "f2" - ectric Und 1kound Plenums & ucts; Clearance -Material -Support -Ins. 1 Girders nchor Bolts-Joists-Vents-Crippies 1 . ccess & Ventilation _X 16. Insulation Date 3./ Card B-1 06,Date Card B-1 Date Card B 1 Date Card B-1 Date PLU G (Permit) OK except #'s aSawHtr.; Vent -Access -Combustion Air Baffle 1 W.V.; Test Fittings & Anchor -Nail Protection if, A A W.Shower Pan; Test, First Floor -Tub Access 2t,.6—as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRIC (Permit) OK except #'s M ure & Transformer Clearance -Ins. Protection 2 ec. Receptacles Spacinq-Liqhts & Switches at Doors 2Q, -Size . okes & No. of Conductors Stapled 21t±!oipex Installed Close to Edge of Studs & C.J. a&/ Ip. Ground made up w/Mech Fasteners -Bond Gas & Water 99*'2_APi;ri`ance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al n `J 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al V Insu ed Neutral O Yes O No 32-fe_ryie<-Riser Conductors & Ground Main Disconnect Clearances Panels-Motors-Mech. Equip. Clo es Closet Light -Shower Light -Spa Light 3 moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH AL P rmit) OK except #'s ,L?moke Detector A.C. cts Insulation & Support Furnace Vents -clearance -Comb, Air -Connector - n Garage; Above Floor -Ducts -Meth. Protection / ent n, Exhaust above insulation ,12.F.I. & Bath Fixtures & Tub Access -Spa 3 on ate Drain & Overflow, Size & Grade Elec. Trim & Subpanel, Breaker Sizes & Labels 70. 39 5 e -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 7 is Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Y FRAMJDI9'(Permit) OK except #'s 4 . -S' roper Materials & Anchors 4r W Is Studs Nailing Spacing & Braces -Plates -Sound B Walls over Girders & Floor Nailing 4 . D�Stop in Walls (rat proof) 4 Fir5Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing Date FRAMING (C_ontinued) _...;,---...•........ 1—* -1111. .._.. -..•1111 1111..., ----..y. - — -tv. 4BYFirgplace Ties or Type A Flue -Fireplace Throat Clearance 514-15-drm. Windows or Exiting Doors -Sill Ht. imensions I6F3't Garage Fire Protection Framing -R annel .,pperty Line Firewall & Openings 54 -,"'Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. emirs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 . lyw n Roof Overhang -Attic Vents -Rafter Outriggers i ing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 1.,Brace erior/Exterior Wall Panels sulation-W Is-Ceilin 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAV(Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings ,L?moke Detector A. Furnace Vents -clearance -Comb, Air -Connector - n Garage; Above Floor -Ducts -Meth. Protection edroom Exiting ,12.F.I. & Bath Fixtures & Tub Access -Spa 09. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. airs & Rails 7 . ireplace or Stove, Clearance -Hearth ' ec. Outlets at Wood Panel, Int. & Ext. f3. Ki t. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 ._Elec. Outlets & Receptacles at Kit. Counter 7 . Garage Fire Door; Swing -Landing -Closure 76,±.C. Duct in Garage -Damper n. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection 7 .ZIb.; Elec. & Mech. Equip. Listed for Location K. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. uard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes D No/Planters O Yes O No 84. Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection 91. Corrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 5. Address Posted 96. ,Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP041303 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: 08/31/2004 APN: 064-660-037-000 the Business and Professions Code, and my license is in full force ano. effect. �✓�6z License Class: "'� Licens�ee,Number: Site Address: 14379 SKYWAY MAG / Date: ` l� G�1 Contractor. �t'�C %1 � Map Index: Description: NSF(2941) GAR(624) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner' JAURON LESTER C & ZOELA F permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a P O BOX 968 signed statement that he or she is licensed pursuant to the provisions of MAGALIA, CA the Contractor's State License Law (Chapter 9 commencing with Section 95954-0968 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil 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 Applicant' JAURON LESTER C & ZOELA F Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O 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 Contractor: THOMPSON CONSTRUCTION, MATTHEW not apoly to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). THOMPSON, MATTHEW 7308 PENTZ ROAD ❑ 1 am Exempt under Article 3 of the Business and Professions Code PARADISE, CA 95969 Date: Owner: 530-872-1441 530-680-3774 CELL WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 639024 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ 1 have and will maintain workers' compensation insurance, as Engineer: g 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: 2941 S. F. Policy#: Valuation: $191,165.00 � 0 I certify that in the of the work for which this is performance permit Census Code: issued, 1 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 forthwit co ply wit hose provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor4�8 code, interest, and attorney's fees. . __ CONSTRUCTION I_FN_nING AGENCY -This.pc:Tit is hereby issued under the applicable provisions of the Butte Cnun_ty.Cod anedor _ I hereby affirm that there is a construction lending agency for the Resoluti?ns3b do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)B = Date: R Name: y' PERIT XPIRES ON: 8' 3 (' Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & 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 County. I hereby authorize representatives of�Butte to enter upon the above mentioned property for inspection purl) es. �County �fl'� ���/, Print Name: / Signature: /<vV��" 40-;f ICI 1V U Date: 0 Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor COUNTY OF BUTTE =" BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES r, 7 County Center Drive • Oroville, CAS (530) 538-7541 r TOLL FREE (530) 891-2751 r CORRECTION NOTICE r 1-3 OWNER PERMIT NO. r, A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is ..�� completed. If you have any questions pertaining to this matter, or need additional explanation, ..: please contact this office immediately. r HEV 10192 �.r, -r��r Y'•R�^'�+s�.amt")`'a�'f��!Kr:�''�*sa�.-•^iti..�;r'YZ,�,; 'i -sari` b {".,c..., ..:r.�--_ ..=i,t,•w .•i7�.�e7!t 1' COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE i� OWNER PERMIT NO. " A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. :s ✓1- A ;✓yt(AVn -- ✓ f 0�C2r I r/1 V�� k Wrci✓ T'Jy JVI 0%-n L46 cl eC� � c V-1 LA (C4 REV 10/92 l COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Driver Oroville, CAe (530) 538-7541 TOLL FREE (530) 891-2751 CORRECTION NOTICE 0-14 -- OWNER PERMIT NO. ' s A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter., or need additional explanation, please contact this office immediately. a a n Date J /`�� 0 Inspector V� REV 10/92 -:3 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Y' 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER '3y> PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /�Ze)0/ -Z / �����1l/4K C -V /'�-Ch1 Date 12 REV /10-/92 �"�;,"�gF•s-�+-..'_°�i'�-"h. ar-�, _ :�'S':.'�'.��'°:�iP'''�.�i�w� ;r�i:ti., COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER o,, PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. UN REV 10/92 Aug 25 05 03:37p LOERKE INSULATION CO.,INC 5308918560 p.1 Y. RM &WERIMWALL &SL48FLMRIPERMEM sfwd {�L9HBYi�B � 'CRBYflI.N� syl9s Umbnm lS.,3S -j2-7z,,(9- ohowl 9, (Ft -V" ThMM Y (R -V) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP041303 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: 08/31/2004 APN: 064-660-037-000 the Business and Professions Code, and my license is in full force an effect. �,,/ . Z� 14- 6 6pZ� License Class: " Licens,eJ NNuumb�er:U ' Site Address: 14379 SKYWAY MAG Date: ` J� 1 Contractor: �`(�( (GNy' Map Index: Description: NSF(2941) GAR(624) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: JAURON LESTER C & ZOELA F to its issuance, also requires the applicant for such permit to file a P O BOX 968 signed statement that he or she is licensed pursuant to the provisions of MAGALIA, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95954-0968 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 Applicant: JAURON LESTER C & ZOELA F Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: THOMPSON CONSTRUCTION, MATTHEW not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). THOMPSON, MATTHEW ❑ I am Exempt under Article 3 of the Business and Professions Code 7308 PENTZ ROAD PARADISE, CA 95969 Date: owner: 530-872-1441 530-680-3774 CELL WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 639024 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of g the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 2941 S. F. Policy #: Valuation: $191,165.00 � 2 I certify that in the performance of the work for which this is permit : Census Code' issued, 1 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 forthwit co ply witVhose provisions. Date: Applicant: - WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor interest, fees. %40835Q�, O . 5/7/Oq 3-7 code, and attorney's CONSTRUCTION LENDING AGENCY ' ` This permit is hereby issued under the -applicable provisions,of the Butte;County CodP..anrVory, I hereby affirm that there is a construction lending agency for the Resolutionsdo work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) t By . 6 3V Name: Date: PERIT XPIRES ON: 8.3 (- o's, Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & 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 County. I hereby authorize representatives of�Butte �Countyto enter pon the above mentioned property for inspection purpo es �/rv` Print Name: / <aV�/' Signature: � rG-1 Date: I ❑ Owner IL Contractor 0 Agent for Owner 0 Agent for Contractor July 15, 2004 Les & Zola Jauron PO Box 928 Chico, Ca. 95959 • 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 064-660-037 Building Permit Number: 04-1303 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Paradise School District and the completed form returned to this office. 2. Provide letter from engineer stating he has review the truss calculations. T UCTURAL COMMENTS: Please address notes on trusses C2, C4, C4D, C5, C6, C61) and C7 concerning high uplift reactions. Please address note on truss 112D concerning drag load connections. Provide framing plan and show species, size and spacing of framing members at areas to be /field framed. Please show the same for coffered ceiling. /field spread footing supporting the 11.4 kip B3 truss reaction is over stressed for 1000 psf soil aring pressure. Please revise. L5! Please provide a shear transfer detail showing connection of the interior shear wall along wall line 2 to the foundation. X{o!d Please specify type of hangers required to support the trusses at girder truss B3. 7. Please specify required length of drag B along wall line 3 on the plans. VIs detail AM necessary in addition to the SW2 trusses provided by the truss company? Please address the 2033 lb. uplift reactions of truss SW2 and the 1513 lb. uplift reactions shown on detail for truss SWI. lease clarify how lateral forces will be collected along wall line C at discontinuities in the top plates. The structural calculations indicate 104 plf to be dragged over 32'. Please show limits of drag C on the plans. Does drag C extend across the glulam and the 6x12 beam at the entry? 1 of 2 PLAN REVISION Owner's Name: JA'U_r--1_,,=>4 AP#: 4 • o • p37 BP#: 6 4-• 13 o 3 Received By:M Date: V --L 4- Time: 10 foci-.-,�-- Contact Person & Phone Number: M 872- • 13 42/ 51A- • 39 1 PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: Cd"Requested by Plan's Examiner — Plan Examiner's Name:s� �-�— ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: C' Call �.q g72. 134-1-1514.399 I and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: D"" Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 August 16, 2004 VerticalTechnology Engineering M Rio LfxbAP- #2W, CKO CA, 99926 Ph (530) 8998716 Fax (SM) 8991102 RE: Jauron Residence, 13781 Skyway, Magalia, CA To Whom it May Concern: I have reviewed the truss calculations by Design Assistance dated 13/8/2004 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely, Mike Hubley S.E. D y y M N0. S473 m Exp. 6/30/06 v �rRUCTv�� 7iC sl \rFOF at iF�Q' $TLE COP Y RESPONSE TO PLAN CHECK Project: 7auron Residence APN: 064-660-037 Building Permit Number: 04-1303 Structural Plan Check Comments: 1) By others 2) See revised plan for LTP4 at 24" O.C. and truss calcs. 3) See revised plan for added callouts and overframing detail 4) See revised plan for 42"SQ ftg callout 5) See revised plan for added detail 6) HUS28, typical ok. 7) See revised plan for added note "lap 2'-0" each direction." 8) SW1 and SW2 have been omitted in lieu of A/4. 9) Drag C is at roof sheathing level below bay framing and extents are indicated by heavy line on page 'i of plans. �II.E COPY 17 Jul 15 04 02:26p Dev Svcs & Env Health .530 530-7705 p.l 0 UTrF0 Department of Development Services Buildincy Division .d :'... ° .� 7 County Ccnter Urivc c' '1to ted`," o Oroville, CA 95965 (5311) 538-7541(530)538 -2 140 FAX July 15, 2004 Les kZs1la Jauron PO Siem ON Chico, Ca. 95950 /Assessor Parcel Number: 064-00U-037 Building Permit Number; 04-1303 Thank you for submitting the phots for your building project. The plans have been reviewed and comments are listed below, Please respond in writing to each item by completing and re►urniitg the enclosed PLAN RUNIE.W RESPONSE FORM. Your complete: and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL C'OMMFNTS: I. The enclosed school fee li)rm is to be completed by the Paradise School District and the completed ti)rm returned to this uflice. 2. Provide leiter Iiom engineer sujtin� he has review file truss calculation,. ��r�t�ic'�ru1t�A� c'UMMIN'rs_ ' 1. Please ,address motes on trusses C2, C'4, ('41), C5, C6, .COD and C7 cuncerning high uplift �� �) � ilk- r'eactinns. 1✓I or��-e 2. Please address note ori Puss H2D concern; tit, drag load connections. \35 F @ e4 O, C, provide fiaminc plan and .how species, size and spacingof framing rncmbers at areas to be>� I Ul+ field teamed. Please show the same for cohered ceiling. �-4. 1'hcpread tuuting supporting the 11.4 kip B3 truss reaction is over stressed for 1000 pr;I'soil bcttrittg pressure.. Please revise. r-5. Please provide a shear transfer detail showing connection of the interior shear wall along wall line 2 to the foundatiirn. 01G. 6. Please specify type of hangers required to support the trusses at girder truss B3. Hu 21b r V? 9, �7. Please specify required length ofdrag 13 along wall line.-) on the plans. Lap 2'-0" e7A , 0% %2. j Is detail A/�I necessary in addition to the SW2 trusses provided by the truss cotrtpany? Please � address tile.. 2033 lb. uplift reactions gftruss SW2 and the 1513 Ib. uplift reactie t s,h ywn ern the detail for truss SW 1. SNS/ t � S W2- �VC koun ©yy1! C7 9. PlCase clarily'flow lateral forces will be collected along wall line C at discontinuities in the tail plates. The structural calculations indicate 104 plf to be dragged over 32'. Plcasc show n aC liruits ul'dra�; C' on the plans. Uoes drag C' extend across the glulam and the 6x 1-2 beam at the entry? C, AT 0(:�C�—' SO-dr6�`t�r��>r t�;�-E) &(rErQT 5 A 12..0 1 NJrJECf17'rr I/Q tz_ . 0 K/ PC, I oft `�..; School District A.P. Number Property Owner Property Location/A Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. Jurisdiction: City ©County ......................................... ...................... :...................................... Residential Development0 Q Q Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) ................................................................................................ _... i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q 0 Identification No. /�7 �-� 21& .L x� f v // __ , *4 ! �r� , / 6ScElol District certifies that Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Street A drreess) N (Phone NNS_ umber)/ (City) (State► (Zip Code) has complied with the requirements of Resolution,N6. v.3 by payment of $ representing �/� square feet. 2926 $ FULL MITIGATION $ School District Representative L—) Date Paid by Check # / // Remarks: Motlu: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, in compliance with Government Code section 66020(a), whhdn 90 days from the date fess are paid. Fallure to submita timelywritten protest wlil'prohlbR you from dmdWVing the Imposition of the fees in any court action. If, subsequent to the school District Representative signing this Butte County Schools Impact Fes Certification Form, the school District Is rotted by the applkxbN Local Planning Agency that this project Is being revkramd under the Ceifomis Envinx mental Quality Ad (CEOA). tins project may be subject to additional school fees to fully m1thoo.1ts Impact on the school distridft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/03)dmm �eLIC WOQ� Department C o u n t Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Po1. llutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit' and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ILESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: 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. 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: 10W Title: Va Date:' Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building A a� permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, �Ul and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: EVAibl"f ONC Date PROP. E� WNERS: C -�Avio-\J C(Vsa to ropi State of California County of 46a-1 te- On//1Aj Z1, ZOO (-/ before me, .TGT -L c ».�� "L) A15-1- . Ail) 'PM personally appeared 6,1-5 +-rr- C— T"ol ti ro" e. ry c.[ 2-0-1,-1 .T a 1A' -v rJ Versanally knawaa4e-me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that.lae%he/they executed the same in.-kis/her/their authorized capacity(ies), and that by hWhoWtheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS myJ)dnd and official seal. Signatur Seal: ,JAMES LAMAk.:KNS& MM: CO#1377185 ►- NOTARY PUBLIC . CAI FUNA . A.P. BUTTE CO UNTY YMy Comm. Expires'Sept. 28, 2006 ! IIII�IIIII'IIIII'II"�III'I�I'II'I 2004-0030650 t AND WHEN RECORDED MAIL TO: p 303 Recorded BUTTE COUNTY BUILDING DIVISION y�I Official Records I REC FEE 10.00 I CONFORM 1.00 7 COUNTY CENTER DRIVE County Of COPIES 2.00 OROVILLE, CA 95965 UTTE B i CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Mark 12:30PM 24 -May -2004 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building A a� permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, �Ul and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: EVAibl"f ONC Date PROP. E� WNERS: C -�Avio-\J C(Vsa to ropi State of California County of 46a-1 te- On//1Aj Z1, ZOO (-/ before me, .TGT -L c ».�� "L) A15-1- . Ail) 'PM personally appeared 6,1-5 +-rr- C— T"ol ti ro" e. ry c.[ 2-0-1,-1 .T a 1A' -v rJ Versanally knawaa4e-me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that.lae%he/they executed the same in.-kis/her/their authorized capacity(ies), and that by hWhoWtheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS myJ)dnd and official seal. Signatur Seal: ,JAMES LAMAk.:KNS& MM: CO#1377185 ►- NOTARY PUBLIC . CAI FUNA . A.P. BUTTE CO UNTY YMy Comm. Expires'Sept. 28, 2006 Escrow No. 302518-MLB Title Order No. 00302518 EXHIBIT ONE Parcel 2, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on April 23, 1976, in Book 57 of Maps, at Page(s) 7. EXCEPTING THEREFROM all of the valuable minerals beneath the surface of the said lands, with the right to mine and extract said minerals, it being agreed and understood that in all mining operations, the surface of said lands will be protected against damage and that all such mining shall be carried on from tunnels, shafts or drifts having their orifices outside of the surface area of the above described realty. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION , 24 HOUR INSPECTION #. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. DATE. e 4 APN: ZONING: , NEAREST CROSS ;ET' TRACTILOT#- SITE ADDRESS: CITY, ZIP: OWNER NAME: PHONE. STREET ADDRESS: FAX CITY, ZIP: E-MAIL APPLICANT NAME: PHONE-* STREET ADDRESS: FAX. CITY, ZIP: t--IVIAIL: CONTRACTOR NAME./t/ PHON�?.7'? STREET ADDRESS: FAX jo7, CITY. ZIP: LICENSE NUMBER. E-MAIL; LICENS)FP�! ARCH ITECT/ENGINEER NAME: PHONE. STREET ADDRESS: FAX: CITY, ZIP:CENSEZf BEZO-?7,57 E-MAIL' DESCRIPTION OR SCOPE OF WORK: El Structure Built without permits El 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. fees 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. For office use only: Notes: /a-pz-Z v' /P Application Received by: Date: _5, - Receipt number: Ieto Amount Received: 2122 B. C. B611ding Permit 01-23-04 pg 2 • C7 • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) N I OFFICE #: (530) 538-7541 'V v s �T)OO PERMIT NO. DATE APN: ZONING: / NEAREST CROSS S l / �1CrCY' TRACTILOTP. SITE ADDRESS:.IV7 �',Y?vOp CITY. ZIP: %i 6, %A�,A 11A. e�, OWNER NAME: �� �2dG� �4-v' PHONE 3 -;�5 � STREET ADDRESS: �`� ' L/! y' FAX CITY, ZIP: .fl l C ^ L -L K % E-MAIL,Vl NAME: r r 10�17 PHONE, STREET ADDRESS: �Jn FAX. CITY, ZIP: /�/�yy� �`+iG� E-MAIL: CONTRACTOR CTOR NAME: L // PHONE'' �J STREET ADDRESS:�j�N / ; ; FAX: CfTY. ZIP: /l--✓�r7 l/,� �6/ E-MAIL; ILI LICENSE NUMBER f a�J LICENSEjy ARCHITECT/ENGINEER NAME: PHONE STREET ADDRESS: FAX: CITY, ZIP: LICENSE Zf BERGa..i ��^-^7 (c E -MAIL: -MAL DESCRIPTION OR SCOPE OF WORK: - S Fcac, G 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. fees 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. For office use only: Notes: I � � �� � (, d111.') C• �`Z.�.C�L. �a./ 3) ,4-- / I I r. f� Application Received by: Date: Receipt number:Amount Received: . 1 C°tW 2> 2 Z B. C. Building Permit 01-23-04 pg 2 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. (3//- l 8 0-p-? DATE: APN: (/ •7 / ZONING:,e_/ NEAREST CROSS ST ��� T/LOTIt:� 1 WX SITE ADDRESS: 437V yGr��l1p CITY. ZIP:e, OWNER NAME: �J�j� PHONE' STREET ADDRESS: t ©x FAX CITY, ZIP: / �� GK�Tr' E-MAIL: APPLICANT NAME: ��t PHONE. 6)72 - l4V STREET ADDRESS: P71 CITY, ZIP: � 9 C� E -ML CONTRACTOR NAv�ME�:��y�- PHONE: �7Z STREET ADDRESS: FAX ��` CITY. ZIP: E-MAIL; 3 LICENSE NUMBER: LICENSEJN�PE-� ARCHITECT/ENGINEER NAME: PHONE STREET ADDRESS: FAX: CITY, ZIP: LICENSE N�.l9lIBE% (J (pQ7 EMAIL: DESCRIPTION OR SCOPE OF WORK: WLC� ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) SNOW LDAb 2 2mtND -re) UeniZ;'XC (>g00C_ S2,�4, EXPIRATION OF APPLICATION 11 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. fees 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. For office use only: Notes: Application Received by: Date: �- -6w,Receipt number: 3 0,94g, 2/22 Amount Received: B. C. Building Permit 01-23-04 Pg 2 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: f 0 U (6n ASSESSOR PARCEL NUMBER Proposed Building Use: �i�f I.t�/ a�/A�%'e Counter Technician: f•V - Date: S Q Itelns required in order to apply for a Oermit, All boxes POST be checked OR marked NA in order to apply. J/ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ , 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. �J 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! '( 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) 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. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑, 14. Hazardous Material Form - 15. Sanitation and site plan approval from the Environmental Health Department in 06hico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers.....................................................................:...................... ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... 20. Erosion Control Plan Required........................................................................ .....� 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit.................................................:........... 23. California Department of Forestry plan approval maid. Sent 24. Planning approval (A) Use: C*,(B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage .........................$ 26. NPDES Form................ ................... 50 27. Encroachment Permit for..driveway............fro....m "t'h'e, P.u.blic Works ...D.ept............ .......................... -LX F%m �plgprm ❑ 28. Pre -Inspection for required....... �0, 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 2. Letter of Signature authorization......................................:............................. 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 2-0f % ❑ N34. Manufactured home utility clearance............................................................... 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: a When issued Telephone noqd hold for pickup. I have been �informed of the above items and requirements for obtaining a building permit. 9 Applicant: �C/ e- Date: 1. Index permit applic ti for the bov ite s n mbered: Plan Check Letter 2. Additional items re fired Contractor, designer, owner, was wgid Affie above data y phone, ❑ mail, ❑ counter, by Date: Contractor, designer, ow r, as advised of the abov d y ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: 0 Structural approved by: Date: O Note transfer by: Xt� Date: Yellow: Building Division E.H. use ow P Riot Riva Attached ` Floes Man Attach®d r Smut to G.D. / 5z7— TO: Building Department. FROM: Environmental Health SUBJECT: Sanitation Clearance (�4 WO, LA 61() Owner Locatio AP# Plan Approv f Sewage Disposal Wat Supply: Publico Private Well Clearaace ,=welling. Other Hold final for: Final clearance O.K. for: NOTE: C.g 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER J PROPROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ J bO 2. SCHOOL DISTRICT FEES (i�/Lld�� aid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division Residential............ X 360.00 — Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. A.P. #�} / r DATE L5' — % — 1 RECEIPT # DATE REC. 8.31.04- 41 Z3_2l, 8.31 • &F 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ \ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) k7. SRA FIRE INSPECTION AND PLAN CHECK FEE . -S89 -."aid at Building Division) 3 �D U' / 7' 6 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At 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 changed during the plan checking process. APPLICANT DATE �' a Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) C • e 1 VerticalTechnology er Engineering M Rb LtxbA\e. #XO Chun, CA, %9% ech PKPO) 899-s f 899 -11M } May 5, 2004 RE: Jauron Residence, 1711 Arany Ct., Paradise, CA To Whom it May Concern: I have reviewed the truss calculations by. Design Assistance dated 3/8/04 and have found that the trusses appear to be designed in accordance with the general design concept of ,the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. 3 Sincerely, '.J I b I :. er kAA ech May 5, 2004 VerticalTechnology Engineering M RioLidoAye M, Gv4 Ca 99-26 PK(5-W)W-WM RK CBO) 899-11M RE: Jauron Residence, 1711 Arany Ct., Paradise, CA To Whom it May Concern: I have reviewed the truss calculations by Design Assistance dated 3/8/04 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely, V lgn Truss Take -off Design & . Sales sistance Monte Call - 793 Camellia Dr - Paradise, CA. 95969 (530) 811-4732 Of f ice (530) 877.4732 FAX TRUSS ENGINEERING 0 Jauron Residence f. it .�z Western Wood Fabricators (916) 991-4400 Truswal Systems (800) 322-4045 0 41. � vLL •y � � v T V C r 4 C - --A2- A2 \� -A2 - - A2 A2 0` JAURON RESIDENCE _ - A2 BSUTTE COU`. _ -A2 - R A2 Job Name: JAURON Truss ID: Al Drw : TYPICAL PLATE: 2-4 TC 2x6 DFL #2 BC 20 DFL #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Permanent bracing Is required (by others) to prevent rotationitoppling. See HIB -91 and ANSIrrPI 1.1995 or ANSI TPI 1.2002. PLATING BASED ON GREEN LUMBER VALUES. Plating spec : ANSIlTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 Gable -verticals are.2x:4_web-material spaced Cat 16.0 " o.c. unless noted otherwise. Top chord supports 24:0-" of uniform load at 30 psf live load and 11 psf dead load. Additional design considerations may be required If sheathing Is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 0"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). Vhis truss requires adequate sheathing, -as) designed by others, applied to the truss / face providing lateral support for webs Int the truss plane and creating wa shear ll! action to resist diaphragm loads. 12-04 I 12-0-0 I 1 2 3 4' 5 6 7 8 9 1011 12 13 14 15 16 17 18 6.� 5-5 This truss Is designed using the UBC -97 Code. Bldg Enclosed =Yes, Importance Factor =1.00 Truss Location = End Zone Hurrlcane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 24.00 ft Mean roof height = 12.35 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf LOAD CASE #1 DESIGN LOADS ------- Dir L.PIT L.Loc R.PH R.Loc LLrrL TC Vert 164.00 0.0- 0 229.00 12.0.0 0.66 TC Vert 229.00 12.0- 0 164.00 24.0.0 0.64 BC Vert 20.00 0- 0.0 20.00 24- 0.0 0.00 == Joint Locations 1 0-0.0 19 0.0-0 2 2-8-0 20 2-8-0 3 4.0.0 21 4-0-0 4 5.4.0 22 5-4-0 5 6.8.0 23 6-8-0 6 8.0.0 24 B-0-0 7 9-4.0 25 9-4.0 8 10-8.0 26 10.8.0 9 12.0-0 27 13-4-0 10 13- 4.0 28 13.9.0 11 13.9- 0 29 14- 8.0 12 14.8-0 30 15-0.0 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. - Scale: 3/16-- = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc Thls design is for on individunl building romponent nor trust system B has been based on speciftmtions provided by the component manufncrurer dbneusiannl Dimemm� Ch k: em Truss I D : A 1 ® and done in accoMance with the rurrem versions oJTPI mrd AFPA derigr stmrdaMs. No responsibility is as,umed far nrrumcy. ns Dsg n r: em arc to be verified kv dre mmpon ti mnnufacrurer and(or building designer poor ro fabrication Tlie buil c nm re (nds 1 r� , rn milked mr this dasig r them or esceed rhe landing imposed by the local building code mrd rhe particular he a yn h e t ro Tl: Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid she d c rra • Ite /s Bracing is lateral of mrnponenu members only to reduce bucklir 's c nem steal nut be 'laced in n ), TC Dead 11.00 psf Rep Mbr Bnd 1.00. ®FABRICATORS noted shown for support g!e i ,� envirenmem that will cause rhe moisture canrem a the unod ra erceed 19°b mrd/orcause nit to 8 l nM7idn, le. I!'t; �°. ! ,f .. `f p 3 .- .;i'd BC Live 0.00 psf O.C.Spacing 2.0- 0 '.. mrd brece chis rru in accordance with thefollowhig standards: 'JOINT DETAILS'byT !ki ;7y 1'Jrooddryst C'puuciL I< d } ' ? a "^ , ofAmerica SYmrdrd Design Responsibilities 'HANDLING INSTALLING AND BRAC'ING.UETAL PLI TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 5700 RIEGO ROAD, ELVERTA, CA 05626 . (HIB -9q and'HIB-9l SUAfMARY SHEET by TPI. The Truss Plate lrutimre?P/J fr (oc'tuedm D' Afda5l 5rr. II!hiorufn,;y737,19.:� ,tr }"1" The American Fomt and Paper Association(AFPA) is located at/// 119th StreeCNlY, Ste 800. 1V .,--�Z04ib: �%T1 ; '#� TOTAL 51.00 psf Segn T6.4.12- 0 Job Name: JAURON Truss ID: A2 Drw : bRG x -roc REACT sizz REO' D TC 2x6 DFL #2 Plating spec : ANSI/rPI - 1995 This truss Is designed using the 1 0- 1-12 1488 3. so^ 1.59^ BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 2 13-10- a 14a8 3.50• 1.59^ WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 BRG RHQUIRSKENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBG RESEARCH REPORT #1607. Truss Location = End Zone on the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. UBC SNOW: Pg = 33 psf, Ce = 0.9, 1= 1.0 Hurricane/Ocean Line = No, Exp Category = B WESTERNWOOD is ln,emlly bmced by the roof orfloor sheathing and the bottom chord is lareNl{9 „hi narc22areciJrr�ya�csp• le u• �q Bldg Length = 90.00 it Bldg Width = 24.00 ft Tc FORCE AEL atm CS1 Mean roof height = 12.35 ft, mph = 80 1-2 -2053 0.01 0.28 0.30 Rep MbrBnd 1.15 UBC Standard Occupancy, Dead Load = 21.0 psf 3-3 -1800 0.01 0.28 0.30 BC,Live 0.00 psf O.C.Spaeing 2-0-0 3-4 -1800 0.01 0.28 0.30 and brace ,his t- in nmanlonce with the folloetlng standards: JOINT DETA/LS' by Trusnnl, ' Sit IYTC� P. l ftd Truss Council ofAmerim Sta,dard Dhsig,,Responsibilities.'HANDLINGINSTALUNGANOBRACIN TA P T b'�CTT D 6001) TRUSSES - BC Dead 10.00 psf. 4-5 -2053 0.01 0.28 0.30 3700 RIEGO ROAD, ELVERTA, CA 95628 . (H18.9/J and 'HIB -9l SUAlMARY SHEET by TPI. fie Tnm Plate lnniture (TPlJ is fl� a, Or,afn 'veW,il isd` IV' cont 537lfl�� - BC FORCE A7rL HND C9I 6-7 1747 0.29 0.18 0.47 TOTAL 51.00 psf Seqn T6.4.12 - 0 7-8 1168 0.10 0.31 0 -al 8-9 1168 0.10 0.31 0.41 9-10 1747 0.29 0.18 0.47 WEB FORCE CSI WEB FORCE CSI 2-7 -551 0.14 3-9 737 0.33 3-7 737 0.33 4-9 -551 0.14 6-6-5 Io-" t 12-0-0 1 12-0-0 1 1 2 3 4 5 '- 0 6-6 ~~ 2-0-0 2-0-0 6 7 8 9 10 MAX DEFLECTION (span) : L/999 IN MEM 7-8 (LIVE) L=.0.09" D=-0.07" T=-0.16" = Joint Locations 1 0-0-0 6 0-0-0 2 6.3-4 7 8-2.3 3 12.0.0 8 14-0-0 4 17.8-12 9 15.9.13 5 24-0-0 10 24.0.0 7-6-2 SHIP 10-6.6 Q�pF Qr�O OQt Q� UJU UJ No/ * 7 9` A2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. 0 --Scale: 3/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc Pds design is far nn individual building componem not truss system It has been bared on specifications provided by the mmponent manufacturer Chk: em Truss I D . A2 mid done in accordance Wits the current vemions of TPl and AFPA design standards No rc if�0y�f� for Aa1+t a am Dimemias are ro be serified by the romponem mnnufacmrer and/or building designer prior m fabricati bLi(Ji ercdrtf�aea a� ttt���--ddMn Dsgn r. em TC Live 30.00 DurFaes L=1.15 P=1.15 utilised on this design meet or screed the loading imposed by the local building rode and th i "ar pl ata. The gn-7 le.�r top chord 'is WESTERNWOOD is ln,emlly bmced by the roof orfloor sheathing and the bottom chord is lareNl{9 „hi narc22areciJrr�ya�csp• le u• �q psf x noted. Bracing shownisforlateral support ofcomponentsmembersonly tore� I gd J ponemthaflmtilbepl l a; , 1 -4M s TC Dead 11.00 psf Rep MbrBnd 1.15 ®FABRICATORS . tnyo ! a+viranmennhau•illcause she moisrureronremofthaevodraerceedl9Pbmnd/or ro piht corrosta+. Fd�nrnre.ImnFlli�iirstaB e�29 BC,Live 0.00 psf O.C.Spaeing 2-0-0 and brace ,his t- in nmanlonce with the folloetlng standards: JOINT DETA/LS' by Trusnnl, ' Sit IYTC� P. l ftd Truss Council ofAmerim Sta,dard Dhsig,,Responsibilities.'HANDLINGINSTALUNGANOBRACIN TA P T b'�CTT D 6001) TRUSSES - BC Dead 10.00 psf. Design Spec UBC -97 - 3700 RIEGO ROAD, ELVERTA, CA 95628 . (H18.9/J and 'HIB -9l SUAlMARY SHEET by TPI. fie Tnm Plate lnniture (TPlJ is fl� a, Or,afn 'veW,il isd` IV' cont 537lfl�� - The American Forest and Pope, Association (AFPA/ is located at 1111 l9th Slreet. NIV Sto 800. IVnshington. DC 10036. TOTAL 51.00 psf Seqn T6.4.12 - 0 Job Name: JAURON Truss ID: A3 Drw : TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 This truss Is designed using the BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 UBC SNOW: Pg = 33 psf, Ce = 0.9, 1 = 1.0 PLATE VALUES PER ICSO RESEARCH REPORT #1607. Truss Location = End Zone Gable verticals are 2x 4 web material spaced Permanent bracing Is required (by others) to Hurricane/Ocean Line = No, Exp Category = B at 16.0 " o.c. unless noted otherwise. prevent rotationitoppling. See HIB -91 and Bldg Length = 90.00 ft, Bldg Width = 3.46 ft Top chord supports 24.0 " of uniform load ANSI/TPI 1.1995 or ANSUTPI 1-2002. Mean roof height = 9.96 ft, mph = 80 at 30 psf live load and 11 psf dead load. PLATING BASED ON GREEN LUMBER VALUES. UBC Standard Occupancy, Dead Load = 21.0 psf Additional design considerations may be End verticals designed for axial loads only. LOAD CASE #1 DESIGN LOADS ---------- required If sheathing Is attached. Extensions above or below the truss profile Dir L.Pif L.Loc R.Plf R.Loc LL/TL [t] Indicates the requirement for lateral (If any) require additional consideration TC Vert 164.00 0.0.0 187.00 3.5.8 0.66 bracing (designed by others) perpendicular (by others) for horiz. loads on the bldg. BC Vert 20.00 0.0- 0 20.00 3.5- 8 0.00 to the plane of the member at 0"Intervals. TOTAL 51.00 psf Seqn T8.4.12 - 0 Bracing is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing; as designed by others, applied to the truss' l face providing -lateral support for webs -in the truss plane and creating shear wall °` action to resist diaphragm loads._ 2-3-2 ID -6.8 2 3 0 2-M .6 3-5-8 2-3-2 3-2-14 SH P = Joint Locations -= 1 0. 0.0 4 0- 0.0 2 2- 8.0 5 2- 8- 0 3 3- 5.8 6 3. 5- 8 Q�OFES Qk� OQN Q� LU V 0 41 Cr. k * 4 s 6 VfZX /; 2 004 TYPICAL PLATE: z -a OVER CON_ TINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. r Scale: 9116" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc Tldsdesig+isforanindividudbuildingcomponemnotrruss.gnem /I has been based on specification provided by thecomponemmanufacmrer Chk: em Truss ID: A3 Q ® and done in acconlance with d+e -, versions of TPI and AFPA deign standards. No responsibilityis assumed for dimensional att mey. Dimensions em are m be vmffied by the component manufacmror and/or building daigaer prior ro fabdcadmi. The,bullding d t en m r to londs WESTERN WOOD utilized on(his designmeetormceedthe loading imposed bythe local building code and the panicularapplic a deig tes a +t h tP is laterally braced by rhe roof orfloar sheathing and the bottom chord is laterally braced by a rigid sheathing ri�ir�� adehd. al e� g TIC Li TC Live 30.00 psf DurFaCS L=1.15 P=1.15 noted B=ingdrox isforlatemisupponofmnponantsmembemmlyto-ducebucklinglen ne+ s.d��aal�Inq'V�lacC�ed,iw,. Dead 11.00 psf Rep Mbr end 1.00 ®FABRICATORS � envronmur"atudllcauserhemoistureronremaftheuroodtoesceedl9°bandorcnuseconne ( ass r t ibalmrd/e i'} � mrd brace this nm r in accordanco with the following standards: JOINT DETAILS' by Tm I. ANS1rTPI A 4' - IVaodtfivsiiCauncdq BI: Live O.00 psf B O.C.Spaeing 2-0-0 i Y r NNE DIYOODTRUSSES' BC Dead 1D.DD psf p Design $ 8c UBC. -97 g p o Amenca.Srmtdard Orsi R f gn espmuibilidu.'/UNDUNGINSTALUNGANDBRAC1NGAf£TALPUTE 'sOa;.1V 3700 RIEGO ROAD, ELVERTA, CA 95628 . (NIB -9q and'IIIB-91 SUAfMARYSN££T b TPI. The Tnau Plate (rssrimre (TPI) is located m D'Ono n ve. canirn•3371M t y I Pre Amerimn Fomst mrd Paper Ascacintion (AFPA) is locmcdm I1l1 19th Street. NW. Ste 900. IYashin pn, WOt 36 TOTAL 51.00 psf Seqn T8.4.12 - 0 Job Name: JAURON _ Truss ID: 131 Drwg: TC 2x6 DFL•#2 BC 2x4 DFL- #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Permanent bracing is required (by other;) to prevent rotation/toppling. See HIB -91 and ANSIrrPI 1-1995 or ANSI/TPI 1-2002. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz. loads on the bldg. 4.4 Plating spec: ANSIrrPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT #1607 UBC SNOW: Pg = 33 psi, Ce = 0.9,1= 1.0 Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 30 psf live load and 11 psi dead load. Additional design considerations may be required if sheathing is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 0"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). `This truss requires adequate sheathing; as 1 designed by others, applied to the truss f\ face providing lateral support for webs In S the truss plane and creating shear wall' 'action to resist diaphragm loads. J 16.9-0 13.9-0 1 2 3 4 5 6 7 8 9 10 11 121314 15 16 17 18 19 20 21 22 28 s.0 6.00 5-5 7.8 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 33.44 ft Mean roof height = 13.54 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf LOAD CASE #1 DESIGN LOADS --» Dir L.PIf L.Loc R.PH R.Loc LLITL TC Vert 164.00 0.0- 0 254.00 16- 9- 0 0.66 TC Vert 254.00 16.9- 0 112.81 30- 6- 0 0.63 TC Vert 30.81 30.6.0 0.00 33.6- 0 0.59 BC Vert 20.00 0.0.0 20.00 30- 6- 0 0.00 2-0 -1.5-4-1.5-4- 1.54' 1.5-4 1.5.4 1.5.4 1.54 1.5-0 1.5.4 1.5.4 / 1.5.4 1.5.4 1.5-4 1.5.4 1.5.4 1.5-0 1.5.4 1.5.4 1.5-4 J �- - _ _ - -S=3.5-0- _ ---_ _ - 1.5-0 1.5-0 3-00 -0 25 26 27 28 29 30 31 32 33 34 35 36 3ZS39 40 41 42 43 4445 46 48 STUB - _ Joint Locations 1 0.0.0 25 0-0.0 2 2.8.0 26 2-8-0 3 4.0.0 27 4.0-0 4 5-4-0 28 5-4-0 5 6.8-0 29 6-8.0 6 B-0-2 30 8-0.0 7 9-4'0 31 9.4.0 8 10-8.0 32 10-8.0 9 12-0-0 33 12-0-0 10 13-4-0 34 13-4-0 11 14.8.0 35 14-8.0 12 16.0.0 36 16.0.0 13 16.9.0 37 17.6-0 14 17.6.0 38 18-0-0 15 18.8.0 39 18-8-0 16 20.0.0 40 20-0.0 17 21.4.0 41 21-4.0 18 22.8.0 42 22-8-0 19 24.0.0 43 24.0.0 9.10-10 20 25.4.0 44 25.4.0 21 26.8.0 45 26-8-0 HIP 22 28-0-0 46 28-0.0 23 29.4.0 47 29-4-0 TYPICAL PLATE: 2d / / OVER-CONTINUOUS'SUPPO U All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 5/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: E.11. JOB#: JAURONc ® Ddl derign fs for an individual build'ng componem nor Iruv.patem. /r ha, been based on sprcJ>cmimu provided by the rompanmrt manufacturer Chk: cm Truss ID: 131 and dente in accordance with the current venimu of TPI and AFPA deign standards. No mpoiuibilit),is =u.edfor dimensional accuracy. Dimensions to be verified by the rnmponent mmmfacturer mtd/or building designer prior to fabdcation. Die building designer must ascertain that the loads DSg n r: Cm are WESTERN WOOD utilized on this design meet or exceed the loading imposed by the local building code and rite particular app�tmt. TI holt the top chord TC Live 30.00 psf DurFaes L=1.15 P=1.15 is laterally braced by the roof or floor shead,ing and the bottom chord is lmeral/v braced by a rigid shemhing mater! I t he urRrss t noted. Bmeingshownisforlalemisupponofminponenismetnbenonlyloredumbucklinglength. Thiscomponentsi he, WESTERN � T 4' TC Dead 11.00 psf Rep Mbr Bnd 1.00 ®FABRICATORSenvironmenrNmtwillcauserhemaismrecomentoftheuoodtoexceed194dm,d/orcnuemnnecrorpla .h sr�1 U BCLive0.00 psf O.C.Spaeing 2-0-0 and brace this truss in attrordance with dm alfowin standards: 701M DETA/LS' b Tnuxa/. 7iNSl r - , 7 I' 1 o a 7 f g I ,, V v BC Dead 10.00 psf Design Spec UBC -97 of Amenca Standard Design Responsibilities. 'IfANWlN01.VSTALLINO AND BRACING METAL PLA TE CO IVO D T S' yi R r - f f, 3700 RIEGO ROAD, ELVERTA, CA 95628 . (NIB -91) and'H/B-91 SUMMARY SHEET by TPI. The T u Plate lnstirute (TPI) is located ai D'Onofno Di-. �adi- pIVis-sin 53719. 3 (! r.+ ' a Die American Forest and Paper Amocfation (AFPA) is located at 1111 19th Street. NW. Ste 800. Wwhingron. DCtdW36. n 1ft � ter., _ - TOTAL 51.00 psf Seq n T6.4.12 - 0 Job Name: JAURON Truss ID: 132 Drw : ARG ED x -LOC REACT SIZE Rao' D TC 2x6 OFt�#2 Plating spec : ANSI/TPI -1995 This truss Is designed using the 1 0- 2-12 1850 s. so .1.97• BC 2x4 DF�Lj #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 2 30- 3- 4 1820 5.50• 1.94" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 ERG REQDIREEORNTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone on the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. UBC SNOW: Pg = 33 psf, Ce = 0.9, 1- 1.0 Hurricane/Ocean Line = No, Exp Category = B noted Bmcingsho.•nisforlatem/supponofcomponemsmembenonlyroreduce buckling length. This halls ebN7-.kcedulI, 9■ TC Dead 11.00 psf End verticals designed for axial loads only. - Bldg Length = 90.00 it, Bldg Width = 33.44 ft TC FORCE AEL BND CSI Extensions above or below the truss profile Mean roof height = 13.54 ft, mph = 80 1-2 -2698 0.04 0.35 0.39 (if any) require additional consideration UBC Standard Occupancy, Dead Load = 21.0 psf 2-3 -2531 0.04 0.17 0.21 (by others) for horiz. loads on the bldg. 3-4 -2456 0.02 0.27 0.30 Segn T6.4.12 - 0 4-5 -1944 0.02 0.27 0.29 5-6 -1784 0.01 0.28 0.30 6-7 -1636 0.01 0.28 0.29 7-8 77 0.01 0.13 0.14 BC FORCE AEL BND CSI 9-10 2304 0.38 0.27 0.65 10-11 1888 0.31 0.15 0.46 11-12 1341 0.12 0.27 0.39 12-13 1341 0.12 0.260.38 13-14 1598 0.14 0.26 0.40 14-15 1209 0.20 0.09 0.28 MAX DEFLECTION (span) : U999 IN MEM 10-11 (LIVE) NEBFORCE CSI NEB FORCE CSI L=-0.10" D=-0.07" T=-0.18" 2-10 -406 0.08 6-13 -433 0.28 4-10 606 0.27 6-14 -364 0.33 = Joint Locations ==- 4-11 -805 0.53 7-14 440 0.19 1 0.0.0 9 0.0. 0 5-11 951 0.42 7-15 -1880 0.53 16.9-0 13-9-0 2 5.11-5 10 7.-5 5-13 576 0.25 8-15 -389 0.05 1 3 8-0-2 11 13.66-2 1 2 3 4 5 6 7 8 4 11.4- 3 12 18- 0.0 6.0 6 22.1 13 14 26.5-11 7 27.6.11 15 30.6-0 6-6 8 30.6.0 8-10-14 Io -6-6 9:2:2-i 9 10 11 12 13 T 2-0-6 1 Xi--O--f 33-0~- 14 15 STUB 9.10-10 HIP All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAUROND This design it far an indiWdud building mmpouenr nor rruv.gnem Ir hat been based on specificariorrs provided by rhe componem mmrufactraer Ch k: em Truss I D g2 ® and done in accordance with the current ven(ons of TPI mrd AFPA design standards. No responsibility is aswmed for dimensional accumq•. Dimensions Dsg n e em . are to be ve red by the component marufacrurer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD milised on dris design meet or uceed rhe loading imposed by the local building code and the ar app _ del mu that rhe top chord is laterally braced by the rvoj or floor sheathing and the bottom chord is laterally braced by n rigid sheadnir cr d. Ngeh `v)r� I'he "M �re��fs noted Bmcingsho.•nisforlatem/supponofcomponemsmembenonlyroreduce buckling length. This halls ebN7-.kcedulI, 9■ TC Dead 11.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS envimnmem that will cause the moisture rnmem of,Ure scrod to exceed 19%and/or muse con a pa scare. hnndle, ii, alI g� BC Live 0.00 psf O.C.Spaeing 2- 0- 0 and 6mce this rnau in accordance uvrh rhe following srmrdards: :/DINT DETAILS' by Tnrsw� V jA['ld l�d TraivCB-c71. am ofArnerlca Standard Design Raponsibilir(as. ''HANDLING INSTALLING AND BRACING Al TAL E.= NNE DIVpQD�T�Rf7SS• ES � �`; L¢;�Pi :' � BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . (IIIB-9U mtd'HIB-9l SUMMARYSHEET by TPI. Drs Truss Plane brstirute?P/) is lomtedm D'Orrof 'o Dose. ,%I disan. IViscoruin?.-•' ' -I 1-111. 0,11 I��036�, ra'�2 g Sa.. Ai The American Forest and PaperA-isnot (AFPA) is located nr 1111 l9rh Street. NIV. S're 800. 11-111.40, TOTAL $1.00 pelf Segn T6.4.12 - 0 S N I ; I Job Name: JAURON Truss ID: 133 Drwg: Bac x -LOC REACT SIZEREO'D TC 2x6 DFL #2 1 0- 2-12 6_W 5.50 . 2.20• BC 2x8 DFL #2 2 16- 0- 0 72A3 5.50• 2.12• WEB 2x4 DFL STANDARD 3 12- 0- 0 11352 5.50• 3.66" 2x4 DFL #1 10.2 973 4 22- 0- 0 "8 5.50• 3.09" Lumber shear allowables are per NDS. 5 30- 4- 4 44M 3.50• 1.65• Mark all Interior bearing locations. SRG REQUIRBNHNTS ehovn are based ONLY ++++++++++++++++++++++ on the truss material at each bearing Nall pattern shown Is for PLF loads only. Concentrated loads MUST be distributed to TC FORCE AEL BND CSI each -ply equally. On multi -ply with hangers, 1-2 -5686 0.02 0.42 0.45 fuse 3" nails min. Into the carrying member: 2-3 2589 0.11 0.16 0.27 �FOr more than 2 ply, use additional fasten-' 3-4 1907 0.08 0.10 0.18 ers as Indicated from the back plys, or use j 4-5 1731 0.08 0.04 0.12 Cany other approved detail (by others). 5-6 1521 0 07 0 07 0 14 +1++-++++++++++++++-++-+++ 6-7 1631 0.08 0.07 0.15 JOB#: JAURONc 7-8 -3283 0.00 0.06 0.06 Dsgnr: em . BC FORCE AYL HND CSI utiliwd on this design meet oreseeedthe loading Imposed by the local building code and the particularapplicati i N alar rhe top chord tr laterally braced by the roof orJioor sheathing mrd the bottom chord is laterally braced by a rigi heathing m t /t • # r��j !e s noted Bmcingsho"+risforlatemisupponofmmponerusmembenonlytoreducebucklinglara shall oath pl m 9-10 5110 0.20 0.73 0.92 BC Live 0.00 psf O.C.Spaeing 2-0-0 10-11 4936 0.19 0.73 0.92 q c� . (H1B•91) and l[IB-91 SU,NMARYSHEET by TPI. The Tmss Plate /nsrimre (TPI) is located at D'Drtod(�rweiso e,l isronsin 53719:' _ A y'"$! j, s�; ,fJ,seg 11-12 -2231 0.00 0.61 0.61 12-13 -1443 0.00 0.61 0.61 13-14 -1443 0.00 0.81 0.81 14-15 2545 0.09 0.80 0.89 15-16 42 0.00 0.35 0.35 WEB FORCE CSI WEE FORCE CSI 2-10 7343 0.40 5-14 459 0.07 2-11 -8328 0.47 6-14 -414 0.02 3-11 3-12 -1555 1056 0.08 0.16 7-14 7-15 -4146 3842 0.22 0.57 3-PLYS7 / 4-12 -1767 0.15 8-15 3243 0.49 EQUIRED IT- 5-12 -538 0.04 8-16 -3336 0.13 ___ Plating Spec: ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 Install Interior support(s) before erection. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for hortz. loads on the bldg. This 3 -PLY truss designed to carry 46'0" span framed to BC one face 2'0" span spilt -framed to opposite face } 3-PLYI Nall w/10d COMMON, staggeied(per NDS) In: TC-2/ft BC-11/ft WEBS- 211t Nall In layers or from each face. r 16-9-0 I 13-9-0 1 1 2 3 4 5 6 7 8 6.6 Q This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 33.44 ft Mean roof height = 13.54 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 82.00 0.0- 0 82.00 30- 6- 0 0.59 BC Vert 1134.56 0.0.0 1134.56 30.6.0 0.59 3D -s -o 33-0-0 9 10 11 i' " 12 13 14 15 16 STUB 8-10-14 SHIP T 2-0.6 1 MAX DEFLECTION (span) : U999 IN MEM 9-10 (LIVE) L=-0.08" D=-0.05" T=-0.13" Joint Locations 1 0.0.0 9 0.0-0 2 6-7-3 10 6-7-3 3 12.0-0 11 12-0.0 4 16.9.0 12 16.0-0 5 19.4- 8 13 18- 0-0 6 22- 0.0 14 22- 0.0 7 27.1-13 15 27- 1.13 8 30.6.0 16 30-6-0 OVER 5 SUPPORTSvU�37� LLV�+ All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc 77iis design is for an individual building component not trust 0arem 11 has been based on spccificatiom provided by the component manufacturer Ch k: em Truss I D 133 ® and done in accortlanre >.,ith rhe tumor versions of TP/ and AFPA design smndards. No resporrribilityis anumedfor dimettsio»al acevmcy. Dimensions Dsgnr: em . are to be verifred by the component manufacturer and/or building designer prior to fabrication. fie bulldrg deli r t ascertain that rlie loads TC Live 30.00 psf Tip. Dead 11.00 psf DurFaes L=1.15 P=1.15 Rep Mbr Bnd 1.15 WESTERN WOOD utiliwd on this design meet oreseeedthe loading Imposed by the local building code and the particularapplicati i N alar rhe top chord tr laterally braced by the roof orJioor sheathing mrd the bottom chord is laterally braced by a rigi heathing m t /t • # r��j !e s noted Bmcingsho"+risforlatemisupponofmmponerusmembenonlytoreducebucklinglara shall oath pl m -t hmrdle.i:u, I j Q ®FABRICATORS si r. envlronmenrthat a•illcousethe moisture crontentoflha"roods. ceedl975and/orcause connec!'..".0 BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this truss in accordance e•ith the following srandardr: 7D/NT DETAILS' by Trusunl. 4ph'cfP 'iyr ofAmenca Srmrdard Design Respomibilities.'IUNDLING INSTALLINGAND BRACING METAL PLATE VNECTEDI D7R ,4 y'V1N BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA• CA 95626 q c� . (H1B•91) and l[IB-91 SU,NMARYSHEET by TPI. The Tmss Plate /nsrimre (TPI) is located at D'Drtod(�rweiso e,l isronsin 53719:' _ A y'"$! j, s�; ,fJ,seg The American Fomst and Paper Association (AFPA) is located m 1111 19th Street. NIP. Ste 800. IVarhi grotrJ, UCe6. TOTAL 51.00 psf Seqn T6.4.12 - 0 Job Name: JAURON Truss ID: C1 Drwg: TC 2x6 DFL #2 20 DFL #1 14-22 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 Install Interior support(s) before erection. Permanent bracing is required (by others) to prevent rotation/toppling. See HIB -91 and A_NSUTPI 1.1995 or ANSI/TPI 1-2002. (Continuous lateral liracin`g attachedToflat ral J TC as Indicated. Lumber must be structu *grade. Brace @ 24" o:c. unless noted - PLATING -BASED -ON -GREEN LUMBER VALUES. Plating spec: ANSVTPI .1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. Mark all interior bearing locations. Drainage must be provided to avoid ponding. Gable -verticals are 2x 4 web material spaced fat 16.0 " o.c. unless noted otherwise. 1 mop chord supports -24.0L, of unlform`load at 30-psf live-load-and-ll-psf dead -load Additional design considerations may be required H sheathing Is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 0"Intervals. Bracing Is a result of wind load applied to member.(Comb)na-tlon axial plus bending). This truss requlres adequate sheathing; as designed by others, applied to the truss f face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. 18-0-018-0-0 1 2 3 4 5 6 7 8 9 101112V3451617 1819 20 21 22 23 24252627 2!:90 31 32 33 34 38 6.00 2.5.4 p 10-M I 2.5.4 2.5-4 I� 2.5.4 5•2. -4 ( i w 2.54 2.54 7.8 9-0-0 2.54 2.54 2.54 2.54 �5=14A 5.5 12 0 -6-6 4 5-5 2.5.6 6.00 2.5-4 2.5.4 2.5.4 2.54 2.54 6.6 2.54 2.54 2.54 2.54 2.54 2.54 2. 5.5 This design based on chord bricingg appilid iper the following schedule: �- max o.c. - from _ to STC 24.00" 18.0" 26- 0.0 4This truss Is designed.using-the UBC 17 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length = 40.00 ft, Bldg Width = 20.00 ft Mean roof height= 24.77 ft, mph = 80 UBC Special Occupancy, Dead Load = 12.6 psf LOAD CASE #1 DESIGN LOADS - - Dir L.Pif L.Loc R.Pif R.Loc LL/TL TC Vert 164.00 0- 0.0 214.00 10- 0.0 0.66 TC Vert 214.00 10- 0- 0 220.00 18- 0.0 0.64 TC Vert 220.00 18- 0- 0 224.00 23.0- 0 0.64 TC Vert 279.00 23.0.0 164.00 46.0- 0 0.63 BC Vert 20.00 0.0- 0 20.00 46.0.0 0.00 5.00 1 10.5-8 I 23-3.8 2FM 12-3-0 2� 46-0-0 37 38 39 40 4142 4344 45 46 47 48 49 50 5152 5555 56 57 5859 60 6162 63 64 65 66 67 68 69 70 TYPICAL PLATE: 1.54 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. _- Joint Locations -�- 1 0.0-0 37 0-0-0 2 2-8.0 38 2.8.0 3 4.0.0 39 4-0-0 4 5.4.0 40 5-4-0 5 6-8-0 41 6-8-0 6 8.0.0 42 8.0-0 7 9-3-4 43 9-4-0 8 10-8-0 44 10-5.8 9 12.0.0 45 12-0-0 10 13-4-0 46 13-4-0 11 14.8.0 47 14-8.0 12 16-0-0 48 16-0-0 13 17- 4- 049 17-4-0 14 18-0. a 8-0.0 50 18-8. a 8-8.0 15 18-8-0 51 20-0-0 16 20-0.0 52 21-4.0 17 21-4-0 53 22.10-4 18 22-10-4 54 22-10.4 19 23.9.0 55 23-9-0 10.6.2 20 25- 4-0 56 25-4.0 SHIP 21 26- 8- 0 57 26-8-0 22 28- 0.0 58 28.1-12 23 29.4.0 59 29-4-0 = 24 30.8.0 60 30-8.0 0.6-0 25 32.0.0 61 32-0-0 26 33.4-0 62 33-4.0 27 34.8-0 63 34- - 36.0.0 64 36.0- 8-12 65 37- 4-0 ��C,1�0� 66 38.8. ER "1ag�oi 67 a ° 1. -0 h�Q 42-8-0 34 4Y{�• �7U�44. 0.0 y35 44- 1 46.0.0 Np 41356- y Exp. 6.30-07 A12004 Scale: 3/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc /� Tlds design is for nn brdividual building romponeni nor nuns system. It has been based on specicarioiu provided by, ilke;ionrpon anufacrurer Ch k: em Truss I D . C 1 and done in accordmme midi the current v ions ufTPI mrd AFPA design standards. No responsibility is assumed for dimen rio ' n' "'ions are to be verified by the component manufaciurer and/or building designer prior ro fabrication. Pm building d er must nuc tr r r S Dsg n r. em utilised on this design meet or esceedthe loading imposed by thelocal building cede and rhe particular npplicn r r sumesdrtul tap. n /Y -'til TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERNWOOD Is laterally braced by the roof or floor sheathing mrd the bottom chord is laterally braced by a rigid sheathing ma y tnc uBlesAadr�en�vs `r� noted Brocingslmwnisforlatemisupponofcomponentsmembersonlyromducebucklhrglengtlr. IDiscomponemslm ro. N �la�r�y / TC Dead 11.00 psf RepMbrBnd 1.00 ®FABRICATORS environment rhm u•il1 cause the moisture comenr of rbe enod to erceed l9°o andorcause ronnector plate co rosimr. Fa ate. hmrd e. ff s (l Bim. Live 0.00 psf O.C.Spaeing 2- 0- 0 and brace this truss in accordance a irh rhe following standards: 'JOINT DETAILS' by T-1.. ANSYTPI f : 'IVTCA Y 1 -d l�Cauncil ofAmerica Standard Design Responsibiliii"'HANDLINGINSTALLING AND BRACING METAL PLA TE CONN£Cr pix qy SSES 9 ^f �y �5 BC Dead 10.00 psf Design Spec UBC. -97 3700 RIEGO ROAD, ELVERTA, CA 85829 . /HIB -9p and'HIB-9I 3'UMMARYSHEErby TPI. Tire Truv Plate lnstimte ?PI) is located at D'Orra(n'o Drfm Madison. IVfs�cmrsh .6919. 8, - G A 3;,� The America,,Faren and Paper Association (AFPA) a located m l l I 119th Sant. NIV. Ste 800. IV hi,,gron. DC 20036. ,�' _ J "f „ _ TOTAL 51.00 psf Seq n T6.4.12 - 0 Job Name: JAURON Truss ID: C2 Drw : BED X -LOC BRACT SIZE REQ'D TC 2x6 DFL #2 Weh bracing -required it each location shown. Thi -design based on chord bracing applietl 1 0- 2-12 337 5.50+ 1.50• 2x4 DFL #1 5.7 } �J See standard details (7X01087001 -00 t). per the following schedule: 2 10- 2-12 3694 5.50• 3.94 • BC 2x4 DFL #1 Plating spec : ANSUTPI -1995 r max o.c. from to j 3 45- 9- 4 1979 5.50• 2.11" 2x4 DFL STANDARD 17.6 THIS DESIGN IS THE COMPOSITE RESULT OF TC 24.00" 18.0.0 28.0-0 [ �j„yt®5aN BED REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. f UPLIFT REACTION(S) --- -�I on the truss material at each bearing 2x4 DFL #1 4-15,5-16 PLATE VALUES PER ICBO RESEARCH REPORT #1607. Support 1 -716 Ib (-_„ 1 H ?-I UBC SNOW: Pg = 33 psf, Ce - 0.9,1= 1.0 Loaded for 10 PSF non -concurrent BCLL. y (Support 2 -461 Ib IL,2� TC FORCE AXL BND CSI Install Interior support(s) before erection. Mark all Interior bearing locations. Support 3 •289 Ib LJ s rj-- 1-2 1872 0.23 0.32 0.55 t Continuous lateral bracing attached to flat Drainage must be provided to avoid ponding. This truss Is designed sing the 2-3 2227 0.29 0.32 0.62 I TC as Indicated. Lumber must be structural PLATING BASED ONLARgENJ.MBER VALUES. UBC -97 Code. 3-4 2272 0.32 0.38 0.70 LLLgrade. -Brace @24" o.c. unless noted` us o g uplif reaction, this s Bldg Enclosed = Yes, Importance Factor =1.00 4-5 -551 0.000.42 0.42 -- requires special connection details Truss Location = End Zone 5-6 -2227 0.10 0.51 0.60 - - - (designed by others) to secure truss Hurricane/Ocean Line = No, Exp Category = C 6-7 -2220 0.09 0.41 0.5o to a rigidly anchored support. Bldg Length - 40.00 ft, Bldg Width = 20.00 ft 7-8 -1553 0.01 0.28 0.2 9 Mean roof height= 24.77 ft, mph = 80 8-9 -2125 D.D2 0.28 0.3o UBC Special Occupancy, Dead Load = 12.6 psf 9-10 -2243 0.03 0.21 0.24 10-11 -2886 0.04 0.38 0.42 BC FORCE AXL HND CSI 12-13 -1617 0.03 0.26 0.29 13-14 -1621 0.01 0.26 0.26 MAX DEFLECTION (span) : 14-15 -21440.01 0.31 0.32 L/999 IN MEM 17-18 (LIVE) 15-16 327 0.02 0.31 0.33 L= -0.17" D= -0.12" T= -0.30" 16-17 88 0.02 0.12 0.14 17-18 4 0.00 0.23 0.23 =Joint Locations=== 18-19 1885 0.31 0.13 0.44 1 0.0.0 12 0-0-0 19-20 1885 0.31 0.10 0.41 2 5.6.0 13 5-6.0 20-21 2449 0.40 0.10 0.51 3 9.3.2 14 10-5.8 21-22 2a 51 o.a0 0.26 0.66 4 10-5.8 15 17-8.8 WEB FORCE CSI WEB FORCE CSI 18-0-0 18-0-0 5 17-8.8 16 22.10.4 16-6 -474 0:22 7-16 1161 0.51 1 2 3 4 6 7 8 9 10 11 6 28.3-8 8 8.3. 4 7 28- 3- 8 18 28.3.8 2-13 161 0.07 16-1e 1716 0.76 8 33.9-13 19 32-0-0 2-14 -721 0.38 7-18 -372 0.21 Q r 10-0-0 Q 9 36.8.14 20 33-9.13 4-14 -2415 0.89 B-18 -941 0.94 10 39.7.11 21 39-7.11 4-15 2346 0.38 8-20 445 0.20 11 46.0.0 22 46.0-0 5-15 -1512 0.90 10-20 -639 0.49T 6 -1.5-4------6 - 5-16 2415 0.40 10-21 171 0.07 3-5 S- 6-6 -6 S-6.6 9-6-63-5 � � 3-5 10-6-2 j SHIP _ 5.5 � � I 5.6 0.6-6 [ . 1.5-4 )il 2.5.6 3.5-10 3-4 1.5 4 / 0.6 ".11 10-5-8 1 i 23-3-8 2FQ-0i 12-3-0 2�� 46-0-0 12 13 14 15 167 18 19 20 21 22 1 P FC OVER 3_SUPP_ORTs �3 2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a coprit to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc ® Thlsdrsignisformrindividualbuildingromponemnortnau.rysrem. Ir has been based onspec�carlamprovidedbytherompoa-uamurcr Chk: em Truss ID. Cit and done hr accordance wirh the -i versions of TPI and AFPA design uandardi No responsibility is auum or dimerrsi r - memions ore ro be verified by rhe wmponem mmrufamure and/or building designer prior to fabrication. The building d ns -c m to Dsgnr: em WESTERN WOOD utilirdoa,hisdesignmeeroruceedrheloodiagimposed bythe local buildiagcode andthe paniculnrnpplica g est rt r o� TC Live 30.00 psf DurFaes L=1.15 P=1.15 is laterally braced by,he roof -floor sheathing and the bottom chord is laterally braced by a rigid shearhiug waren a !en other o tinted Bmcingshou•nisforlatemisupMnofromponenrsmemkmordvtomducebucklinglengtb. Thisrnmpeaemshallnor TC.Dead 11.00 psf Re Mbrsnd 1.15 ®FABRICATORS envimnmen' hot villco-themoismraromenrofrhe%oodtoexceed191.and/orcnuserormenorplarecorrosion. cnte,l tdle� riirall Solt BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this truss in accordance wirh rhe following standards: JOINT DET AILS' by Tnerunl. NNSI?PI I'. 'IVTC V 7}, vrE„u!r¢il �n�` Rt4, J o(Anrerira SimdwVDaigrr Responsibiliriet'IIANDLING/NSTALLING AND BRACING METAL PLATE C'ONNECTE IV R �S S' p'.r ' :moi ,c, BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95628 4- Y+ w - (HIB mrd'I/lB-91 SUMMARY SHEET by TPL The Trvss Plate lnnirurc ITP!) is located ar U'Ormfiio Onle. Afadismr. IVixron n 337&� The Americmr Forest and Paper Association MFPA)is located at111119th Street. NW, Ste 800. Washing- DC 20036 - ij, i 4 1:41! TOTAL 51.00 psf Segn T6.4.12- 0 Job Name: JAURON Truss ID: C3 Drw : Eng. Job: EJ. BRG S -LOC REACT SIZE RBO' a TC 2x6 DFL #2 Web bracingrequiredateach-location shown. This -design based�onchord bracing applied ® 1 0- 2-12 640 5.50• 1.50• 2x4 DFL #1 5.7 W See standard details (TX01087001-001). are to be verified by the campaneat marufacmrer and/or building designer prior to fabrication. The building designer must omnia drat the loads per the following schedule: DurFaes L=1.15 P=1.15 1 13- 8-12 3354 5.50• 3.58• BC 2x4 DFL #1 P-lating.spec-:--ANSllTP_I-1995 TC Dead 11.00 psf = maxo.c. from to y. ®FABRICATORS 3 45- 9 -4 1816 5.50• 1.94• WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF TC 24.00" 18-0.0 28-0-6--fBRG REQUIREMENTS sho- are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1601. on the truss material at each bearing UBC SNOW: Pg = 33 psf, Ce = 0.9,1 = 1.0 MULTIPLE LOAD CASES. Loaded for 10 PSF non concurrent BCLL. 120.0 5.4.4' PLIFT- " N(Sj� BC Dead 10.00 psf Design Spec UBC -97 Install interior before Mark Interior bearing locations. 'Support 1 -331 Ib • 1 The American Forest mrd Paper Association (AFPA) is located at I Ill 19th Si-,. NW. Ste 800. Washingw, DC 20076. support(s) erection. Continuous lateral bracing-attached"to flat `1 all Drainage must be provided to avoid ponding. L Support 2 -432. Ib 'Z F{ 2 a5• 5` N TC 1-2 FORCE AxL BND CSI 1169 0.11 0.46 0.57 TC as Indicated. Lumber must be structural' PLATING BASED ON GREEN LUMBER VALUES. Support 3 -263 Ib `•i �, 2-3 1490 0.19 0.46 0.65 grade. Brace @ 24" o.c. unless noted. This truss Is designed using the L 3-4 1611 0.23 0.27 0.50 UBC -97 Code. 4-5 1529 0.20 0.27 0.47-�-'- Bldg Enclosed = Yes, Importance Factor = 1.00 5-6 161 0.03 0.52 0.sa Truss Location =End Zone 6-7 -1298 0.03 0.52 0.55 Hurricane/Ocean Line = No, Exp Category = C 7-8 -1827 0.02 0.24 0.25 Bldg Length = 40.00 ft, Bldg Width = 20.00 ft 8-9 -1885 0.02 0.24 0.25 Mean roof height = 24.77 ft, mph = 80 9-10 -2003 0.02 0.21 0.23 UBC Special Occupancy, Dead Load = 12.6 psf 10-11 -2551 0.03 0.32 0.36 BC FORCE A2:L BND CSI 12-13 -992 0.00 0.28 0.28 13-14 -995 0.00 0.28 0.28 MAX DEFLECTION (span): 14-15 -615 0.00 0.20 0.20 U999 IN MEM 16-17 (LIVE) 15-16 933 0.14 0.09 0.24 L=-0.12" D=-0.08" T=•0.20" 16-17 1583 0.25 0.09 0.34 17-18 1910 0.31 0.09 0.40 Joint Locations 18-19 2157 0.35 0.09 0.44 1 0.0.0 11 46-0-0 19-20 2159 0.35 0.23 0.59 2 7-3.0 12 0.0-0 3 9.3.2 13 7-3-0 WEB FORCE CSI NEB FORCE CSI 4 13-11.8 14 13-11-8 2-13 258 0.11 7-16 -203 0.11 18-0-0 18-0-0 2-14 -988 0.96 7-17 470 0.21 1 6 23.0-0 16 24.7.14 4-14 -533 0.45 8-17 -309 0.16 1 2 3 4 5 6 7 8 9 10 11 7 26.0.0 17 30.0.1 5-14 5-15 -2266 0.87 8-18 -249 0.17 1308 o.se 10-1e -609 0.31 6.00 10-0-0 __ 0 9 36-8.14 19 39.7-11 ' 6-15 -1969 1.00 10-19 138 0.06 10 39.7.11 20 46-0.0 6-16 1279 0.57 �'�^•'�+� 10-8-0 10-7-12 46-0-0 2FK 12 13 14 15 16 17 18 19 20 10-6-2 2 0-6 SHIP OVER 3 SUPP TRO 3 v��/�J'/�004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. �� Scale: 3/32"= 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc Thls de:lgn la for mr individual building companem not tncss system /r has been based on specifications provided by the component mmrufncmrer Chk• em /� Truss I D Ci 3 ® and dare irr acro,dm¢e with rhe current versions of TPI and AFPA design simrdardr. No responsibility is assanedfor dimensional accuracy. Dimensimu Dsg n r: em . are to be verified by the campaneat marufacmrer and/or building designer prior to fabrication. The building designer must omnia drat the loads TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD utilised oa this design meet or ermed the loading unposed by the loco/ building code mrd the particular application. The design assumes tha the top cho d Is laterally braced by the roof or floor sheathing atd the bottom chord is laterally braced by a rigid sheailiiug material directly attached. unless othe-ire noted Bmcing shown is for lateral mppon of components members only to reduce buckling length. This cumpomeat shall am be placed bt any TC Dead 11.00 psf Rep M br Bnd 1.15 ®FABRICATORS environmenthat uIll eausethemoisimmateatofiheevodtoerceed190Sard/orcnuseconaactorplalecamuitia.Febricare.hmrdlehatall BC Live 0.00 psf O.C.Spaeing 2-0-0 acrd brace this truss is accordance with the following standards: 'JOINTDETAILS' by 7 - al. ANSI?P/ / ; 'IVTCA P. Wood Truce Cuuacil ofAmetric. Smadard Denga Respomibilhlu.'HA NDLINGINSTALUNG AND BRACING M£ TA PLA T£ CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB.91) mtd 'iHB-91 SUMMARYSH££T'by TPI. The Truv Plate institute (TP!) is located ar D'Orr friss Drive, Aladison, IVisconsin 57719. The American Forest mrd Paper Association (AFPA) is located at I Ill 19th Si-,. NW. Ste 800. Washingw, DC 20076. TOTAL 51.00 psf Seq n T6.4.12 - 0 Job Name: JAURON Truss ID: C4 Drw : BRG x -LOC REACT SIZE REQ 'D TC 2x6 DFL #2 1 0- 2-12 654 5.50• 1.50• 2x4 DFL #1 5.7 2 13- B-12 3424 5.50• 3.65• BC 2x4 DFL #1 3 4s- 9- 4 1553 5.50• 1.66• WEB 2x4 DFL STANDARD HAG REODIREMENT3 ehoem are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607 on the truss material at each bearing UBC SNOW: Pg = 33 psf, Ce = 0.9, 1 = 1.0 Install interior support(s) before erection. TC FORCE AxL BND CSI (Continuous -lateral bracing attached to flat 1-2 1193 0.12 0.54 0.66 (grade. as Indicated. Lumber must be structural 2-3 1521 0.20 0.54 0.74 `grade. Brace Q_24" o.c. unless noted. / 3-4 1645 0.23 0.32 0.55 4-5 1561 0.20 0.32 0.52 5-6 164 0.03 0.61 0.64 6-1 -1325 0.03 0.61 0.64 7-8 -1865 0.03 0.28 0.32 8-9 -1924 0.03 0.28 0.31 9-10 -2045 0.04 0.25 0.29 10-11 -2604 0.07 0.39 0.45 BC FORCE AEL END CSI 12-13 -1012 0.17 0.28 0.45 13-14 -1016 0.17 0.28 0.45 14-15 -628 0.03 0.24 0.37 15-16 953 0.06 0.20 0.26 16-17 1616 0.26 0.10 0.36 17-181950 0.32 0.10 0.42 18-19 2202 0.36 0.10 0.46 19-20 2204 0.36 0.27 0.63 WEB FORCE CSI WEB FORCE CSI 2-13 263 0.11 7-16 -207 0.12 2-14 -1008 0.98 7-17 480 0.21 4-14 -544 0.96 8-17 -315 0.17 5-14 -2313 0.89 8-18 -254 0.17 5-15 1335 0.59 10-18 -622 0.32 6-15 -2010 0.82 10-19 141 0.06 6-16 1306 0.58 fWeb bracing required at each location shown:7 See standard details (TX01087001-001). f jj i Plating spec : ANSI/TPI - 1995 THIS -DESIGN -IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Mark all Interior bearing locations. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length - 40.00 ft, Bldg Width = 20.00 ft Mean roof height = 24.77 ft, mph = 80 UBC Special Occupancy, Dead Load = 12.6 psf `Thfs design Based -on chord -bracing applied per the following schedule: max o:c.-from to---- BC 48.00" 0.0.0 46.0.0 T�C��24:OG;L 0.0.0 46.0.0 LP IFT REAFnON'(S) .N,-_,--,� , Support --r1 337'ib'� ,�, y1 S Support 2-4331L t Support 1 -211 1 7 ,`2 i 5 5 j car Ane -r 18-" 18.0-0 1 2 3 4 5 6 7 8 9 10 11 F6.00 10-0-0 1 -6.00 6- 4-5 6 T2.5-4 -- 3-5 S=6-0 S=6.6 9 6.6 3-5 3.5 10 6.2 SHIP 4-5-8 5-5 3-8 � 3. 5-5 _ 2 0.6-0 ` + 1.5 4 6� 5.6 1.5-4 0-0 13 8-12 5.00 1 1-5.00 13-11-8 F 10-8.6 2;K 10-8-6 10-7-12 C"46.0-0� 12 13 14 15 16 17 18 19 20 MAX DEFLECTION (span) : L/999 IN MEM 16.17 (LIVE) L= -0.12" D= -0.08" T= -0.21" = Joint Locations 1 0-0.0 11 46-0-0 2 7-3-0 12 0-0-0 3 9.3-2 13 7.3.0 4 13.11-8 14 13.11-8 5 18.0-0 15 19.3.11 6 23-0-0 16 24-7-14 7 28-0-0 17 30-0-1 8 33-9-13 18 35-4-4 9 36- 8.14 19 39- 7.11 10 39.7.11 20 46.0.0 OVER 3 SUPPORTS? vU� '01 c�fdvv-r All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. ` '-^� -t Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc This deign is for an individual building component not tr,rzs gmem. It has been based oa specif canoe provided by the component manufacturer Chk• cm /► Truss I D C 4 ® and done in accordance n•ith the current versions of TPI and AFPA design standards. No responsibilip• is auumed for dimeasio..I accuracy. Dimensions Dsgnr: em . are robe verified by the component manufacturer and/or building designer prior to fabricatim+. fie building designer must mcenain that rhe loads TC Live 30.00 psf DurFacs L=1.15 P=1.15 WESTERN WOOD utilised on this design meet or &creed the loading imposed by the lame building code and the particular appliomioa. The design assumesdim the top chord Is laterally braced by the roof orfoor sheathing and the bottom drord is laterally braced by a rigid sheathing material directly attached unieu otherwise noted Bmcing shown is for latero! s ppon of components memben only ro reduce bucking length. This component shall trot be plared In mty TC Dead 11.00 psf Rep M br Bnd 1.00 ®FABRICATORS enviranmemthmx•ill-- da, moimuremmemofihenvodtoasceedl9%aadlormuseconnenorplarerorrosion.Fabricate. hmndle.install BC Live 0.00 psf O.C.Spaeing 2-0.8 and brace this I- in accordance with ,he follo.iag. mndards. VONT DETAILS' by 7- 1. ANS117P11. 3YTCA V- Wood T Co ndl BC Dead 10.00 Design Spec UBC -97 ofAmv- Sondard Design Respouibiliries. 'HANDLING INSTALUNG AND BRACING METAL PLA T£ CONNECTED WOOD TRUSSES' psf 3700 RIEGO ROAD, ELVERTA, CA 95620 . IHIB-9q o+d 'HIB -91 SUMMARY SHEET by TPI. The Tnrss Plate hatitute (TPI) is locared at D'Onofrio Drive. dfadison, IWscm+sin 53719. The Annericaa Forest mrd Paper Association (AFPA) is locoed ar 1111 19th Street. MY. Ste 800• IYashingtoa. DC 70036. TOTAL 51.00 psf Seqn T6.4.12 - 0 Job Name: JAURON Truss ID: C4D Drwg: BRG x -LOC REACT SIZE REQD TC 2x6 DFL #2 1 0- 2-12 712 5.50° 1.50° 2x4 DFL #1 5.7 2 13- 6-12 3371 5.50° 3.59° BC 2x4 DFL #1 3 45- 9- 4 1621 5.50• 1.73• WEB 2x4 DFL STANDARD BRG REQBIREKENTS shorn are based ONLY 2x4 DFL #1 14.5 on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. WESTERN WOOD tr laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless chemise Mark all Interior bearing locations. TC FORCE AxL BND CSI Drainage must be provided to avoid ponding. 1-2 14180.12 0.46 0.58 PLATING BASED ON GREEN LUMBER VALUES. 2-3 2162 0.20 0.46 0.66 +°+-+-+:r+•+•++°+-+vv+-+•fv+•r•* 3-4 2208 0.23 0.26 0.49Designed for 4.8 K lbs drag load applied 4-5 2771 0.34 0.18 0.52 evenly along the top chord to the bottom 5-6 1213 0.03 0.52 0.55 chord along partial continuous bearing(s) 6-7 -1374 0.03 0.52 0.55 Indicated, concurrently with dead loads 7-8 -1812 0.02 0.24 0.25 and 0 % live load. Duration=1.33. Partial e-9 -2410 0.02 0.24 0.25 continuous bearing reaction = 1386 Plf Ma 9-10 -2437 0.12 0.19 0.31 Connection (by others) must transfer equal'. 10-11 -2929 0.04 0.64 0.68 load to each ply (or add-on) shown. BC FORCE AEL HND CSI 12-13 -1011 0.000.28 0.26 13-14 -1015 0.00 0.28 0.28 14-15 -912 0.00 0.20 0.20 15-16 2624 0.37 0.08 0.45 16-17 3618 0.51 0.09 0.59 17-18 3408 0.93 0.07 1.00 18-19 3532 0.50 0.18 0.68 19-20 3535 0.50 0.31 0.81 WEB FORCE CSI NEB FORCE CSI 2-13 259 0.11 7-16 -218 0.12 2-14 -991 0.97 7-17 587 0.22 4-14 -528 0.45 8-17 -415 0.22 5-14 -3290 0.98 8-18 -772 0.52 5-15 1902 0.73 10-18 -770 0.39 6-15 -2937 0.99 10-19 166 0.06 6-16 2622 1.00 ������qqqqqq Web bracing required at each location shown. See standard details (7X01087001-001). ! Plating spec : ANSUTPI -1995 THIS DESIGNIS THECOMPOSITERESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 UBC SNOW: Pg = 33 psf, Ce = O.S. I = 1.0 Install Interior support(s) before erection. {Continuous lateral bracing attached to flat, TC as Indicated. Lumber must be structural (grade. Brace _@_24" o.c. unless noted. _J I 18-" i I 18-0-0 1 2 3 4 5 6 . 7 8 9 10 11 0 r 10-0-0 -A -6.001 This design_based on chord_bracing applied perthe following schedule: max D.C. from to TC 24.00•'_1820.0_.28.0-0 _f BC -52.00" 32.10.4 35.4.4 ,,UPLIFT REACTION(S) k Support 1 -342Ib Support 2 -433 lb(21,M 2+F1 ✓ �'v Support 3 -523 lb6Z-]-C12.r4S This truss Is designs ueees111ing the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length = 40.00 ft, Bldg Width = 20.00 ft Mean roof height = 24.77 ft, mph = 80 UBC Special Occupancy, Dead Load = 12.6 psi 13-11-8 I t 10-8-6 i 2rqAI 10-8.6 10-7-12 46-0-0 12 13 14 15 16 17 18 19 20 10 6.2 SHIP L 0-6 OVER 3 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by •'18•• for 18 gauge or ••H•• for 16 gauge, positioned per Joint Report, unless noted. MAX DEFLECTION (span) : L1999 IN MEM 16-17 (LIVE) L=-0.14" D=-0.10" T=-0.23" =- Joint Locations =_ 1 0.0.0 11 46.0.0 2 7-3.0 12 0-0.0 3 9.3.2 13 7-3-0 4 13-11- 8 14 13-11- 8 5 18-0-0 15 19-3-11 6 23.0-0 16 24-7-14 7 28.0- 0 17 30-0-1 8 33.9.13 18 35.4.4 9 36.8-14 19 39 711 10 39-7-11 20 46.0.0 = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc This design is far ai individual building component not truss system B has been based on specificadons provided by the component manufamurar Chk: cm Truss I D C4 D ® and done in accordance with the comm version of TPI mrd AFPA design standards. No mpansibili0, is assumed for dimensionalawumcy. Dimensions Dsg nr: em : are to be verified by rite component manufacturer and/or building derigter prior to fabrication. The building designer must ascertain that the loads TC Live 30.00 psf DurFaes L=1.15 P=1.15 utili: danIN,designmesa- sureedtheloadingimposedbythelocalbuildingcodeandtheparticularpplicarion. Thedesignassumesthat the topchod WESTERN WOOD tr laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless chemise 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 11.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS -imams,0m,.,illcausethemoisture content oftheumdroerceed194eand(arcauseronnectorplmecorrosioa.Fabricate.handle.hurall BC Live 0.00 psf O.C.Spaeing 2.0.0 and brace this a- inn accordance with the fallowing standards: JOINT DETAILS by T-1. 11NS117PI P. 'IVTCA P- Wood Truss Council BC Dead 10.00 psf Design Spec UBC -97 ofAamdca Standard Design Responsibilities.'HA NDLINGINSTALUNG AND BRACING METAL PLA T£ CONNECTED WOOD TRUSSES' 3700 RIEGO ROAD, ELVERTA, CA 95626 . (111B. 91) and 7118-91 SWIMARY SHEET by TPL The Trues Plate Institute (TPI) is located at D'Ottafrio Drive. Madison. Wisconsin 53719. The American Forest and Paper.4ssaciatimn (AFPA) Is located at 1111 19th Street. NW. Ste 800, Woshingon. DC Z0036. TOTAL 51.00 psf Seqn T6.4.12 - 0 Job Name: JAURON Truss ID: C5 Drwg: 3RG 2 -Loc REACT SIZERE0;0 TC 2x6 DFL #2 1 0- 2-12 2537 5.50• 2.71• BC 2x4 DFL #1 2 42- 9- 4 2735 5.50• 2.54• WEB 2x4 DFL STANDARD BRG REQUIREMENTS shoutm are based ONLY 2x4 DFL #1 5-16,16-7 on the truss material at each bearing UBC SNOW: Pg = 33 psi, Ce - 0.9,1= 1.0 (Continuous -lateral -bracing attached to -flat TC FORCE AXL BND CSI f TC as Indicated. Lumber must be structural? 1-2 -4006 0.08 0.55 0.64 grade..Brace_@124" o.c. unless noted. 2-3 -3332 0.05 0.23 0.2e are-not-tobe=removed.„ 3-4 -3265 0.06 0.30 0.37 OVERHANG(S) MAY BE SHORTENED UP TO 3" MAKI 4-5 -3462 0.06 0.29 0.39 Right -Overhang -Soffit.loading= 0_.Opsf_ _Y t 5-6 -5434 0.28 0.52 0.80 6-7 -5434 0.28 0.25 0.53 7-8 -3952 0.08 0.42 0.50 8-9 -2725 0.03 0.33 0.35 9-10 -2859 0.03 0.26 0.29 10-11 1043 0.15 0.26 0.40 11 -OR 87 0.01 0.20 0.21 BC FORCE AXL END CSI 12-13 3431 0.56 0.39 0.95 13-14 3429 0.56 0.15 0.71 14-15 3129 0.51 0.16 0.67 15-16 3274 0.53 0.18 0.71 16-17 3677 0.59 0.10 0.69 17-18 2711 0.43 0.15 0.57 18-19 1632 0.25 0.09 0.35 19-20 1630 0.19 0.25 0.44 20-21 -822 0.01 0.25 0.25 WEB FORCE CSI WEB FORCE CSI 2-13 222 0.09 7-16 2804 0.46 2-14-748 0.73 7-17 -673 0.41 4-14 -790 0.66 8-17 1056 0.47 4-15 427 0.19 8-18 -1401 0.69 5-15 -328 0.30 10-18 1175 0.52 5-16 2750 0.45 10-19 95 0.04 6-16 -467 0.14 10-20 -3246 0.79 T 9-6.6 1= 0-6-6 Plating spec : ANS[/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length = 40.00 ft, Bldg Width = 20.00 ft Mean roof height = 24.77 ft, mph = 80 UBC Special Occupancy, Dead Load = 12.6 psf This design based on chord bracing applied per the following schedule: max o.c. from to C 24:00 �1@ _0-0 28-0-0 CLIFT REA/ upport 1ny5dNupport 2 d22 Ib �� {.,Z ,% J�` P 111 a 18-0-018-0-0 1 2 3 4 6 7 8 9 10 11 O 10-0-0 -6.00 8=10 8-1 3-5 - - .+ S=6-6 S=6-6 3-5 3-S 5-8 6-12 10-6-2 4-5-8 3. 3.5.4 1 5.5 1.5-4 5-10 5-10 M 0-6 1.5-4 4- 5.00 j 1-5.00 3-0-0 13-11-8 I 10-8-6 2pK 10.8.6 _ ^ ^ 10-7-12 12 13 14 15 16 17 18 19 2021 MAX DEFLECTION (span) : U999 IN MEM 15-16 (LIVE) L- -0.37" D= -0.26" T= -0.64" MAX DEFLECTION (cant) : 1-1999 IN MEM 20-21 (LIVE) L= 0.03" O= 0.02" T= 0.05" ==== Joint Locations -= 1 0-0-0 12 0- 0.0 2 7-3.0 13 7- 3.0 3 9-3.2 14 13.11-8 4 13-11-8 15 17-6.8 5 17.6.8 16 24-7-14 6 24.7-14 17 28. S. 8 7 28.5.818 35.4.4 8 35- 4.4 19 40.4.14 9 36.8.14 20 42-9-4 10 40.4-14 21 46-0-0 11 46.0-0 SHIP All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. .. v Scale: 3/32" = 17 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc This design is far an individual buildng mmponent nm tntss system. B hat been baud on rpecificatiars provided by the mmponem mahufactumr Chk: em Truss I D C5 ® acrd dans ihr attard-ce with the currem versiaa of TPI and AFPA design standards. No responsibility is = medfor dimensional accur.73. Dimensiotu Dsgnr: em . are to be ve Ped by the component manufacturer and/or building designer prior to fabrication. The building designer must amenain that the loads TC Live 30.00 psf Du rFaes L=1.15 P=1.15 WESTERN WOOD wiliud on dtis design meet or esceed rhe loading imposed by the local building code and the particular application. 77ie design auumes tmi the top clad is laterally braced by the roof orfloor sheatiting and the bottom chord is latemlly bmced by a rigid sheathing material dimcty mrached. artless otherwise noted Bmcingshou7iisforlatemisupponofcomponentsmemberordytotrd-c buckiinglength. Thlacornponentshallrmrbeplacedinatq, TC Dead 11.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS envimnmemthat"ll musethe-ismmmatetnofthe%wdto-eedl9%and(orcoasecoruhectorplatei-tion.Fabricate. handle. insmll BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace ihis truss in accordance with the foiloudng standards: 'JOINT DETAILS' by 1-1.. ANSI?PI I ; 'IYMA P. Wood buts Council ofAmerica Stardord Design Responsibilities.'HA NDLING INSTALLING AND BRACING AlETAL PLA TE CONNECTED IVOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 05628 - (HIB-9I,)mrd'HIB-91 SUMMARYSHEET by TPI. The Truss Plate Institute (TP!) is Immed ai D'Ooofrio Drive. Afadison. Wisconsin 53719. The Americnn Forest rind PnperAssociation (AFPA) is locaredm 1111 19th Street NIV. Ste 800. Wathington. DC 20036. TOTAL 51.00 psf Seqn T6.4.12 - 0 Job Name: JAURON Truss ID: C6 Drw : DRG S -LOC REACT SIZE REO'a TC 2x6 DFL #2 -[PM]=PLATE MONITOR USEDSee Joint Report" This design based on chord bracing applied, 1 0- 2-12 2636 5.50^ 2 - BC 2x4 DFL #1 Plating spec : ANSI/TPI .1995 per the following schedule: j a 45- 5- 6 23a2 3.50^ a.48• 2x4 DFL 2100E -1.8E 12-14 THIS DESIGN IS THE COMPOSITE RESULT OF max-o:c.=from= ERG REQUIR]DIENTS show are based ONLY WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. �TC,_24.00""18-0i0y28i0.0 on the trues:material at each bearing 2x4 DFL #1 5-16,16.7 PLATE VALUES PER ICBO RESEARCH REPORT #1607. Required bearing widths and bearing areas SRG NANGRR/CLIP NOTE SLIDER 2x4 DFL #1 Loaded for 10 PSF non -concurrent BCLL. apply when truss not supported In a hanger. 1 2 -HDS28 +ra+.♦+++++.++♦+♦♦♦+++ UBC SNOW: Pg= 33 psf, Ce= 0.9,1= 1.0 �U RREXCTfOhT[S�. C `-/ Suppose -connection (s) /Hanger (s) are Unrestrained horiz. LL deflection = 026 " Drainage must be provided to avoid panding. bract C Support 1 -392 Ibb " J i AA pSGI'V 2.:338.1 S not designed for horizontal loads. ♦t♦+r+.+++*+.+*+++♦a++ Continuous lateral ng a alta-ched-to-flat / SEE SnOSON CATALOG PLATING BASED ON GREEN LUMBER VALUES. TC as Indicated. Lumber must be structural This truss Is designed using the FOR ADDITIONAL INSTALLATION NOTES 4 grade. Brace a 24" 0.6: Or11SSS noted. - UBC•97 Code. i`-� - .�__ - Bldg Enclosed = Yes, Importance Factor =1.00 Te FORCE ASL END CSI Truss Location = End Zone 1-2 -4253 0.10 0.580.68 Hurricane/Ocean Line = No, Exp Category = C 2-3 -3626 o.oa 0.21 0.30 Bldg Length = 40.00 ft, Bldg Width = 20.00 It 3-9 -3559 0.07 0.31 0.38 Mean roof height = 24.77 ft, mph = 80 4-5 3816 0.06 0.29 0.36 UBC Special Occupancy, Dead Load = 12.6 psf 5-6 -6227 0.37 0.54 0.92 6-7 -6227 0.37 0.26 0.63 7-a -4684 0.12 0.39 0.51 8-9 -3697 0.06 0.41 0.47 9-10 -3825 0. oa 0.33 0.42 MAX DEFLECTION (span): 10-11-4006 0.08 0.73 0.81 U999 IN MEM 15.16 (LIVE) 10-11 -407 0.00 0.72 0.73 L=-0.48" D=-0.34" T=-0.81" SC FORCE AEL 9ND CSI =Joint Locations =- 12-13 3665 0.39 0.31 0.70 1 0.0.0 11 45.7.2 13-14 3663 0.38 0.11 0.50 2 7.3- 0 12 0-0.0 14-15 3414 0.56 0.17 0.72 3 9.3-2 13 7-3-0 15-16 3606 0.59 0.18 0.77 4 13.11-8 14 13.11-8 16-17 4389 0.71 0.10 0.12 17.7-2 5 17-6.8 15 17-6-8 17-18 3690 0.60 0.14 0.74 i i 6 24-7.14 16 24-7.14 18-19 3419 0.56 0.13 0.69 1 2 3 4 6 7 8 9 10 11 7 28.5.8 17 28-5.8 19-20 3420 0.56 0.320.89 F-6.00 10-0-0 I 0 8 35-4-4 18 35-4.4 9 36.8.14 19 40-4-14 HEa FORCE csi HSE FORCE CSI 10 40.4.14 20 45.7.2 2-13 219 0.09 7-16 2987 0.49 10-10 2-14 -735 0.72 7-17 -523 0.32 8-1 r<.--•��2:5-4--� 4-14 -910 0.77 8-17 856 0.38 4-15 539 0.24 8-18 -125a0.613-55-15 -443 0.41 10-18 132 0.07 `S-6-05-16 3-56-16 3297 0.54 10-19 107 004T S=6.6 -453 0.14 SLDRL -3750 0.38 .6 3.53.5 >4.V 10 6-2 5-8 3• 3-8 3-eSHIP SS 3.5-4 l 8-12 MD$ 1 0-6.6 [ i 1.5-4 8-12 MX/8-16 1.5-4- �- 5.00 I1 5.00 13-11.8 10-8-6 2FK 10-8.6 10-2-14 45-7-2 0.4.14 12 13 14 15 16 17 18 19 20 STUB All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. v " Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.E.I. JOB#: JAURONc ® This design a for an individual building component not truss system. It has been bared as specifications provided by the component manufacturer TPI AFPA design No is dimasional Dimensions Ch k: em Truss i D . C6 and done in accordance with the current vmsias of and srandards. respouibility asumed far accume)•. Dsgn r: em are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain thm the loadr TC Live 30.00 psf DurFacs L=1.15 P=1.15 WESTERN WOOD allixdonthisdesignmeetoresreedtheloadingimposedbyshelocalbuildingcodeandtheparticularapplication, Thedesignassumestbanhetopchord is laterally braced by Ilse roof or/loor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly untested unlessodh lse noted Brocingshounisforlatemlsupponofcomponentsmembenonlytoreducebucklinglength. This mmpanemshall not beplacedhiany TC Dead 11.00 psf RepMbrBnd 1.15 ®FABRICATORS environmemthat will causethe nroisrurecnntentofnheuoadtoeaeed1906and(orcam connecmrplatecorrosion. Fabricate. handle. install BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this toss in accordance wish thefollowing standards: 'JOINT DETAILS'by Trus>,al. ANSYTPI I'. 'IVTCA P. Wood Toss Council ofAmaica Standard Design Responsibilhless. 'HANDLNGINSTALLING AND BRACING AlETAL PLA TE CONNECTED IVOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . 11118-90 and H18.91 SUAWARYSH££T by TPI, The 7- Plate Institute (TPI) is located at D'Oimfrio Orive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located m 1111 191h Street. NIV• Ste 800. Washington. DC:0036. TOTAL 51.00 psf - Segn T6.4.12 - 0 Job Name: JAURON Truss ID: C6D Drw : Eng. Job: EJ. JOB#: JAURONc , BRG x -LOC REACT sizeREQ' D TC 2x6 DFL #2 (- We6biacing required -at each location shown This design based on chord -bracing a'pplied7 1 0- 2-12 2636 S.50 .2.81• BC 2x4 DFL #1 ® See standard details (7X01087001-001). f per the fallowing schedule: 2 45- 5- 6 2322 3.50• 2.48• 20 DFL 210OF-1.8E 12-14 -"[PM]=PLATE MONITOR USEDSee Joint Report' -- max o:c.-_-from_. to - - BRG RRODIRXMERTS shown are based ONLY WEB 2x4 DFL STANDARD Plating spec : ANSUTPI -1995 _TC -24:00"" 18= 0.0 �28� 0;07 `and on the trues material at each bearing 2x4 DFL #1 5-16,16-7 THIS DESIGN IS THE COMPOSITE RESULT OF Required-beafrinwidths bearing areas BRG Wd=- R/CLIP) NOTE SLIDER 20 DFL #1 MULTIPLE LOAD CASES. apply when truss not supported In a hanger. 2 •ND928 I Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. UPLIFT REACTION(S): S>N 2 5 Support-Connection(s)/Hanger(s) are not designed for horizontal loads. ++++++++++++++++++++++ Unrestrained horiz. LL deflection = 026 " UBC SNOW: Pg= 33 psf, Ce= 0.9,1= 1.0 Drainage must be provided to avoid ponding. r Support 1 '-392 lb, 5 Q ( Support 2 -338 ib FAyPSesV -4 2 - S SEE SINPSON CATALOG ++++++++++++++++++++++ attached to flat; This truss is designed using the BOR ADDITIONAL INSTALLATION NOTES PLATING BASED ON GREEN LUMBER VALUES. Cas Indicated. Lumber must be structural �Contlnuous-lateral-bracing UBC -97 Code. rade. Brace @ 24" o.c. unless noted. Bldg Enclosed =Yes, Importance Factor =1.00 TC FORCE AXL BND CSI Designed for 3.3 K lbs drag load applied " �--, -�` Truss Location = End Zone 1-2 -4253 0.10 0.58 0.68 evenly along the top chord to the chord Hurricane/Ocean Line = No , Exp Category = C 2-3 -3626 0.08 0.21 0.30 @ ea. bearing (unless noted), concurrently Bldg Length = 40.00 ft, Bldg Width = 20.00 ft 3-4 -3559 0.07 0.31 0.38 with dead + 0 % live loads. D.F. =1.33 Mean roof height = 24.77 ft, mph = 80 4-5 -3816 0.06 0.29 0.36 Horiz. reaction = 3.3 K lbs. ea. bearing. UBC Special Occupancy, Dead Load = 12.6 psf 5-6 -6217 0.37 0.54 0.92 Connection (by others) must transfer equal 6-7 -6227 0.37 0.26 0.63 load to each ply (or add-on) shown. . 7- 8 -4 664 0 .12 0.3 9 0.51+x+a+=++s+-+:+,+_+i+z+i+�+,+w-+-+-+ 8-9 -3697 0 06 0 41 0.47 9-10 -3825 0.08 0.33 0.42 10-11 -4006 0.08 0.72 0.81 10-11 -407 0.00 0.72 0.73 BC FORCE AKL END CSI 12-13 3900 0.39 0.31 0.70 13-14 3897 0.38 0.11 0.50 14-15 3640 0.56 0.17 0.72 15-163954 0.59 0.18 0.77 16-17 4862 0.71 0.10 0.82 17-18 3917 0.60 0.14 0.74 18-19 3854 0.56 0.13 0.69 19-20 3856 0.56 0.32 0.88 WEB FORCE CSI WEB FORCE CSI 2-13 219 0.09 7-16 2987 0.49 2-14 -735 0.72 7-17 -920 0.50 4-14 -1022 0.86 8-17 1256 0.61 T 4-15 866 0.42 8-18 -1252 0.61 5-15 -789 0.73 10-18 -336 0.18 5-16 3562 0.54 10-19 107 0.04 6-16 -453 0.14 SLDRL -3750 0.38 9.65 1= 0.6-6 18-" 17-7-2 1 2 3 4 6 7 8 9 10 11 6.0 10-0 ° -- 0 10-10 10-6-2 v 5.00 i1 5.00 13-11-8 i 1 10-8-6 �g_gf 10-8-6 10-2-14 45-7-2I. - 0-4-14 12 13 14 15 16 17 18 19 20 STUB SHIP MAX DEFLECTION (span) : L/999 IN MEM 15-16 (LIVE) L= -0.48" D= -0.34" T= -0.81" == Joint Locations ==__ 1 0.0.0 11 45-7.2 2 7.3-0 12 0-0.0 3 9-3-2 13 7.3-0 4 13-11-8 14 13-11-8 5 17- 6-8 15 17-6-8 6 24.7-14 16 24-7-14 7 28- 5-817 28.5.8 8 35.4.4 18 35-4-4 9 36.8.14 19 40.4-14 10 40.4.14 20 45-7-2 30-07 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. " Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc This design is far an individual building component not trusssystem. It has been based on specylcations provided by the component manufacturer Ch k: em /� Truss I D C 6 D ® std dace in accordance with the current versions of TPI aid AFPA duig,, standards. No responsibility is assumed far dimensional «ccuraq•. DI ensions Dsgnr: em . are m beverified by the component utanufmimr atid/ar building desigiterprior io fabrication. The building designer must ascenain that the load( TC Live 30.00 psf DurFaes L=1.15 P=1.15 atilt -ed on this design meet or -ed the loading imposed by the local building code and the particular npplicotim, The design assumes dna the top cho d WESTERN WOOD tr lamrally braced by are roof orfoor sheathing mid the ban= chord is laterally braced by a rigid sheathing material directly attached unless otherwiso noted Bracing shorn is for lateral support of components member only to reduce buckling length. This component shallnot be placed iin m0, TC Dead 11.00 psf Rep M br Bnd 1.15 ®FABRICATORS enviroamentthat wIll causethemmismrecmuentofthenmdtoexceed IrSand/orcouseconnectorplatecorrosiomFabricme.handle.install BCLive0.00 psf O.C.Spaeing 2.0-0 a", brace this truss in accordance with thefollowing standards: JOINT DETAILS' by 7-1.:ANSUTPI I: 'IVTCA I'- Wood Truss Council of America Standard Design Responsibilitim 7L4NDUNG INSTALLING AND BRACING AIETAL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is locatedat D'Onofiio Drive. Afadisan. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NIV. Ste 800, IVetshingtan. DC20036. TOTAL 51.00 psf Seqn T6.4.12 - 0 Job Name: JAURON Truss ID: C7 Drw : aRG x -LOC REACT SIZE REO D TC 2x6 DFL #2 1 0- 1-11 2639 5.50•1.81• 2x4 DFL 210OF•1.BE6-8 2 45- 5- 6 2324 3.50• 2.418• BC 2x6 DFL #2 ERG REQUIRzMMMS ebovin are based ONLY 2x6 DFL SS 13-17 on the trues material at each bearing WEB 20 DFL STANDARD BRG'NANGER/CLIP NOTE 2x4 DFL #1 17.6 2 •NDS2�' UBC SNOW: Pg = 33 psf, Ce = 0.9, 1 = 1.0 Support-Connection(s)/Ranger(s) are Drainage must be provided to avoid ponding. not designed for horizontal loads. Continuous-lateral-bracingattached to -flat.. SEE SIMPSON CATALOG tTC as indicated. Lumber must be structurajl FOR ADDITIONAL INSTALLATION NOTES grade.- Brace ..@.24" O.C. unless noted. ✓ TC FORCE AXL END CSI 1-2 -7338 0.29 0.38 0.66 1-3 -7541 0.33 0.41 0.75 3-4 -7511 0.33 0.42 0.75 4-5 -6845 0.26 0.21 0.47 5-6 -6129 0.19 0.28 0.48 6-7 -4425 0.25 0.40 0.65 7-8 -4429 0.25 0.39 0.64 8-9 -3769 0.06 0.27 0.33 9-10 -3692 0.06 0.27 0.33 10-11 -3751 0.09 0.20 0.29 11-12 -4123 0.09 0.55 0.64 BC FORCE AYL END CSI 13-14 6587 0.53 0.35 0.88 14-15 6698 0.54 0.35 0.89 15-16 6914 0.56 0.07 0.63 16-17 6211 0.50 0.05 0.56 17-1: 5605 0.79 0.09 0.88 18-19 3393 0.48 0.05 0.53 19-20 3389 0.48 0.04 0.51 10-21 355: 0.50 0.20 0.70 21-12 3557 0.50 0.49 1.00 WEB FORCE CSI ABB FORCE CSI 1-14 -283 0.03 7-1: -537 0.33 2-15 410 0.18 8-18 1752 0.77 9-15 18545 0.08 8-19 247 0.13 4-16 -8 0.18 9-19 280 0.14 5-16 554 0.15 9-20 -506 0.31 5-17 -724 0.23 11-20 -436 0.31 9-6.6 6-17 3356 0.55 11-21 104 0.04 6-18 -1617 0.83 2 0-6-6 (�Web bracing required at each l&itfon shown. Jig See standard details (TX01087001-001). f P_IaUng-spec.:-ANS9TPI--1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. ...................... Unrestrained horiz. LL deflection = 0.32 " ...................... PLATING BASED ON GREEN LUMBER VALUES. 8-0-0 17-7-2 1 2 3 4 5 7 8 9 10 11 12 6.00 10-0-0 (This design based -on chord bracing applied per the following schedule: r max-o:c..-from-to- ` _TC -24.00" -18= 0- 0-28.0n'0> Required iearing`wldths and bearing areas appy when truss not supported In a hanger. UPLIFT REACTION(S) : Support 1 -3921b Support 2 -338 lb �1% •y e [j This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length = 40.00 ft, Bldg Width = 20.00 ft Mean roof height = 24.77 ft, mph = 80 UBC Special Occupancy, Dead Load = 12.6 psf 0.6 3.00 I1 3.00 16-7-4 { } 11-11-2 16-7-a 45-7-2 - .0-4-14 13 14 15 16 17 18 19 20 21 22 STUB .2 SHIP MAX DEFLECTION (span) : L1999 IN MEM 17.18 (LIVE) L= -0.54" D= -0.38" T= -0.92" == Joint Locations = 1 0.0.0 12 45-7-2 2 5.6.6.2 13 0.0-0 3 6.15 14 5-6-2 4 9-8-1 15 9.8. 1 5 13.10.1 16 13.10.1 6 17-8-8 17 17.0.12 7 23-0-0 18 23-0-0 8 28.3-8 19 28.3-8 9 33.8.0 20 33-8-0 10 37. 7.10 21 39. 5.0 11 39.5-0 22 45.7.2 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. _-S-cale: 3/32" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc This design is for an individual building mmponenr nor vuv system It has been based on specifications provided by the component mmhufaca er Ch k: em /� Truss I D ® mrd dans in -,d.,- with rhe c-,,,.imu of TPI and AFPA design stand trds. No responsibility is =umedfo, dimensional ac umcy. Dimension Dsgnr: em . 117 am to be verified by the component manufacturer and/or building designer prior,o fabrication. The building designar must ascenam thatrhe loads TC Live 30.00 psf DurFaes L=1.15 P=1.15 ' WESTERN WOOD utilised muhis design meet or exceed the loading imposed by the local building rode and the particular application. The design assumes that the top cho d I, laterally braced by the -f orfloar sheathing and the bottom chord is laterally braced by a rigid sheathing mmerral directly mrached unless orlheredse noted Bracingsim-isfarlatemlsupportofromponemsmembersonlyroreducebucklinglengrh Thiscomponenrshallnotbeplaceditsany TC Dead 11.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS nrviranmennhare•illraurednemoisrurernnremofthexoodtoerceedl9°sand/arcaueconrrecrarp(arecomsiorh. Fabrirnre.handle.insrall BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this mss in accordance with rhe following nandards: 701,VT DETAILS' by T al. ANSI?PI P. 'IVTCA I'. IVaad Tmss Commit of America Standard Design Responsibilities.'HANDLING INSTALLINGAND BRACING AI£TAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spee UBC. -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB -9q and'HIB-9l SUMAMRYSHEErby TPI. The True Pfare lnstiate?PQ is (acated ar D'Onofiio Drive. Aladisan. IVisronsin 53719. The American Forest and Paper Association (AFPA) is loc-dor 1111 19th Sr -i. NIV• Ste BOO. IVashingum. DC 20036. TOTAL 51.00 psf Segn T6.4.12 - 0 Job Name: JAURON Truss ID: C7A . Drwg: aRG x -LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 1-12 2635 5.50• 2.81^ BC 2x6 DFL #2 2 45- 5- 6 2322 3.50• 2.48• 2x6 DFL SS 12.15 ERG REQUIREMENTS shown are based ONLY 2x6 DFL #1 19-21 on the trues material at each bearing WEB 2x4 DFL STANDARD BEG HANGER/CLIP? 7 NOTE 2x4 DFL #1 17.7 2 -HDS28 PLT BILK 2x4 DFL #1 Support-Connection(s)/Hanger(s) are ♦++++++++♦++++++♦++++♦ not designed for horizontal loads. Unrestrained horiz. LL deflection =0.36" SHE SIMPSON CATALOG ++++++aa+a♦+a+++++t+a+ FOR ADDITIONAL INSTALLATION NOTES PLATING BASED ON GREEN LUMBER VALUES. TC FORCE ABL END CSI 1-2 -7554 0.34 0.37 0.71 2-3 -7166 0.35 0.42 0.77 3-4 -7119 0.34 0.46 0.81 4-5 -6222 0.17 0.16 0.33 5-6 -6030 0.35 0.64 0.99 6-7 -6007 0.35 0.25 0.60 7-8 -4692 0.12 0.40 0.52 8-9 -3774 0.06 0.38 0.44 9-10 -3835 0.08 0.20 0.28 10-11 -3950 0.08 0.65 0.74 BC FORCE AEL END CSI 12-13 6807 0.55 0.29 0.84 13-14 6876 0.56 0.29 0.84 14-15 6514 0.53 0.03 0.56 15-16 -5698 0.10 0.01 0.13 16-17 5653 0.80 0.15 0.95 17-18 4395 0.61 0.05 0.66 18-19 3693 0.51 0.08 0.59 19-20 3394 0.41 0.16 0.66 10-11 3390 0.41 0.59 1.00 NSB FORCE CSI WEB FORCE CSI 2-13 -138 0.02 7-17 1855 0.47 2-14 -485 0.26 7-18 -519 0.30 T 4-14 385 0.17 8-18 861 0.36 T 4-15 -1039 0.50 8-19 -1116 0.58 5-16 2057 0.91 10-19 145 0.06 5-17 969 0.43 10-30 -157 0.03 6-17 -529 0.17 9-7-19-6-12 2 0:0114 --Web bracing required at each location shown! See standard details (TX01087001.001)._J Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. UBC SNOW: Pg = 33 psf, Ce = 0.9, 1= 1.0 Drainage must be provided to avoid ponding. ton"Contln'uous lateral bracing attached to flat; Indicated. Lumber must be structural grade. Brace a 24" o.c. unless noted. 8-0-12 17-7-14 I 1 2 3 4 6 7 8 9 10 11 I).0 10-0-0 1 -6.001 12-12 This design based on chord bracing applied per the following schedule: max-o.c. from to f -TC"-" 24.00'_18.0-12 28-04 Required bearing widths and bearing areas apply when truss not supported in a hanger. This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 33.44 ft Mean roof height= 13.87 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf -8 0- 8 J.UU j I S.UU 16.11-8 F 10-4-4 { 7-7-0 10-2-14 45.7-2 0-4-1 0 44 12 13 14 156 17 18 19 20 21 STUB SHIP MAX DEFLECTION (span) : L/939 IN MEM 16.17 (LIVE) L= -0.58" D= -0.40" T= -0.98" - Joint Locations =_ 1 0.0-0 12 0.0-0 2 6-10.13 13 6-10-13 3 8-5-2 14 12-5-6 4 12-5.6 15 17.5.0 5 17.6.8 16 17-4-12 6 25.0.0 17 25-0-0 7 28-5-8 18 28-5-8 835.4-4 19 35-4.4 9 38-5-9 20 40.3-12 10 40. 3-12 21 45.7.2 11 45-7-2 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc 7hls design is for an individual building component not truss system. /t has been based on spa ificadonsproWded by the component maaufanurer Chk: em /� Truss I D C 7A ® d done in accordance with the current scrsions of TPI mid AFPA design standards No responsibili0, is assumed for dimensional aceumc). Dimensions and Dsg n r: em . am to be verified by the wmpottent manufacturer aid(or building desigrhm prior to fabrication. The building designer must ascertain i at the loads TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD mdi.ed on this design meet or esceed tine loading imposed by the local building code and the particular application. 77m design assumes that the top chord Is laterally braced by the roof -floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached unless otherwise noted Bracing sho-i is./m, lateral support of componams members out), to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf Rep M br Bnd 1.15 ®FABRICATORS uminnmea,that rillcaus-he moisture contentofthe -d toesceedl9°nand/or cause connector plate corrosion. Fabncatchandle.buall BC Live 0.00 psf O.C.Spaeing 2-0.0 and brace this truss in -cam ace with the following -dards: JOINT DETAILS' by T-1. 'ANSYTPI / : 'IVTCA P. Wood TrussCouncil ofAmarico Standard Design Responsibilities. 'HANDLING INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . (1118.91) mui HIB -91 .l'UMMARYSNEET'kr TPI Tlhe Truss Plate Institute (TPI) is located., D'Arofrro Drim Madison. Wtsconsin 53719. The American Forest and Paper Association (AFPA)islocated at 1111 Street. NIV. Ste 800. IViashingron. DC 20036. TOTAL 51.00 psf Segn T6.4.12- 0 Job Name: JAURON Truss ID: C8 Drwg: TC 2x4 DFL #1 2x6 DFL #2 11.20 BC 2x6 DFL #2 GBL BLK 2x4 DFL STANDARD UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 Permanent bracing Is required (by others) to prevent rotation/toppling. See HIB -91 and ANSIITPI 1-1995 or ANSVTPI 1-2002. Contihuo`us lateralbracin'g attached to -flat' ;TC as indicated. Lumber must be structural grade._Brace.@ 24".o.c. unless noted. PLATING BASED ON GREEN LUMBER VALUES. Plating spec: ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. Drainage must_ be -provided to avoid ponding. Gable verticals are 2x 4 web material spaced at46.0." o.c. unless noted otherwise. Top chord supports 24.0 "'of uniform load at 30 psf live load and 11 psi dead load. Additional design considerations may be required If sheathing Is attached. [+] indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 0"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing; as designed by others, applied to the truss t face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads., 2 3 4 5 6 7 8 9 10 11121314156 1718 s.o 10-" 1.5.4 1.5-4 1.5-4 1.5.4 1.54 1.5.4 1.54 5.5 1.5.4 182122 23 24 25 26 27 28 29 30 3132 6.00 1.54 - 1.5.4 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00"18.0- 0 28.0.0 This truss is designed using -the - UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = C Bldg Length = 40.00 It, Bldg Width = 20.00 ft Mean roof height = 24.67 ft, mph = 80 UBC Special Occupancy, Dead Load = 12.6 psf ----LOAD CASE 01 DESIGN LOADS ------- Dir L.PIf L.Loc R.PIf R.Loc LL/TL TC Vert 164.00 0.0.0 209.00 18- 0- 0 0.66 TC Vert 209.00 18.0- 0 244.00 23- 0- 0 0.64 TC Vert 244.00 23.0.0 239.00 28.0.0 0.64 TC Vert 239.00 28.0.0 224.00 34- 0- 0 0.64 TC Vert 224.00 34.0.0 166.03 45.7- 2 0.64 TC Vert 84.03 45.7- 2 82.00 46.0.0 0.59 SC Vert 20.00 0.0-0 20.00 45. 7.2 0.00 0.31P 3.00 3.00 16-8-4 { 1 11.11.2 2g-_O_l, 16-8-4 45.7.2 yl fR 33 34 35 36 37 38 39 40 414243445 46 47489 50 5152 53 54 55 56158 59 60 6162 63 6455 SHIP =- - Joint Locations 1 0-0-0 34 5-4.0 2 5-4-0 35 6.8.0 3 6.6. 1 36 8-0.0 4 8.0.0 37 9-4-0 5 9-4-0 38 10-8-0 6 10-8-0 39 12-0-0 7 12-0.0 4013.4.0 8 13-4-0 41 14-8.0 9 14.8.0 42 16-0-0 10 16.0.0 43 16-11.12 11 17-6.8 44 17.4.0 12 18-8.0 45 18.8.0 13 20.0.0 4620.0- 0 14 21-4.0 47 21-4.0 15 22.3.0 48 22. 3.0 16 22.8.0 49 22.8 .0 17 25-4.0 50 25.4-0 18 26-8.0 51 26-8-0 19 28- 5.8 52 28-0.0 20 28.5-8 53 29.4.0 21 29.4.0 54 30-8-0 22 30-8-0 55 32-0-0 23 3 -0.0 56 33-4-0 3.4.0 57 33.8.0 2& 4- 8.0 58 34.8.0 6.0.0 59 36-0-0 7- 4.0 60 37.4- 0 8- 7.4 61 38- 8.0 J'4ik0- 0 62 40.0.0 1.4-0 63 41.4.0 M4 .�- 0 64 42-8-0 ,T 2 65 45- 7.2 TYPICAL PLATE: 2.5-4" l)f1�A`� 3/ 8/2004 OVER'CON IN PPO fi All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. __ r Scale: 3/32" = 1. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc Dds design is for art individud building romponenn not truss gatem. It hat been based on speclfncaii- provided by the component mm ufact- Chk• em /► Truss I D C 8 ® and done in -,do,- wcurren for dimensional accuracy Dimensio ith the t v ioru of TPI and AFPA design standards. No responsibility is =sumedn Dsg nr: em . am to be wrifted by the component manufacturer mndlor building designer prior to fabrication. The building designer must =certain that loads TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD utilised,nthisdesignmeet or-cedthe loading itnposedbythe local building code and the parsicularnpplication. Thedesigrassumathattletopchord !s laterally braced by the roof orfloor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. wilco otherwise stated Bmeingshomiisforfaiemisupponofmmlv.,,,smembn.,,Iytomducebucklinglengh. Deis romponem stroll notbeplaeed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS envimnmentthatwillca-themaiantocontentofthewoodroesceed19-band/ormwecormectorplateconosion.Fabricare.handle.hutall BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace dais tmss In accord ce with rhe following standards: 70INT DETAILS' by 7-1.. 'ANS117PI I l 'IVTCA P- IVood Truss Co.-il ofAme=StandadDesign Responsibiliria.'IUNDLINGIVSTALLINGANDBRACINGAI£TAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB -9p and'HIB-91 SUMMARYSHEET by TPI. Dre Tress Plate!=brute?PO is located at D'Onwfrlo Drive. Afadison. IVism,lsits53719. De American Forest and PnperAssociation (AFPA) is located ea /ill 19th Street. MV, Se 800, 1V hingon. DC 20936. TOTAL 51.00 psf Seqn T6.4.12 - 0 Job Name: JAURON Truss ID: H Drw : TC 2x6 DFL #2 Plating spec : ANSVTPI - 1995 This truss Is designed using the BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 PLATE VALUES PER ICSO RESEARCH REPORT #1607. Truss Location = End Zone Gable verticals are -2x 4 -web -material spaced Permanent bracing Is required (by others) to Hurricane/Ocean Line = No, Exp Category = B Length = 90.00 ft, Bldg Width = 24.00 ft at 16.0 " o.c. unless noted otherwise. ,-1 prevent rotation/toppling. See HIB -91 and Bldg Top chord supports 24.0 "-of unffortmload ANSUTPI 1-1995 or ANSUTPI 1-2002. Mean roof height = 10.52 ft, mph = 80 at 30 psf live load and 11 psf dead load. PLATING BASED ON GREEN LUMBER VALUES. UBC Standard Occupancy, Dead Load = 21.0 psf Additional design considerations may be envtranmenr rho mill cause die moisture m,si nr of rhe wand to esceed 1995 audor m= connector plate corrosion. Fabricate. handle, install -_LOAD CASE #1 DESIGN LOADS - --- required If sheathing Is attached. Dir L.Plf L.Loc R.Plf R.Loc LLrrL [+] indicates the requirement for lateral TC Vert 164.00 0-0-0 197.00 4-8-6 0.66 bracing (designed by others) perpendicular BC Dead 10.00 psf TC Vert 197.00 4.8.6 164.00 9-4-12 0.65 to the plane of the member at 0"Intervals. . (H1B-91)and 'IfIB•91 SUMMARYSHEErby TPI. The True Plate Institute (TPI) is hxaod at D'Onofrio Dirm Madison. IVisconsin 53719. BC Vert 20.00 0-0-0 20.00 9.4.12 0.00 Bracing Is a result of wind load applied The American Fomr and Paper Association (AFPA) is located at 111119th Sims. NW. Sic 800. Washington. DC 20036. to member.(Combinatlon axial plus bending). Segn T6.4.12- 0 This truss requlresadequate sheathing; as, designed by others, applied to the truss i face providing lateral support for webs In, `the truss plane and creating shear wall 'action to resist diaphragm loads. r 2.10-9 2.: I0-" 4-8.6 I 4-8-6 r 1 2 3 4 5 6 7 F6.00 -6.00 -- Joint Locations ==- 1 0.0.0 8 0.0.0 2 2-8.0 9 2-8-0 3 3-11.6 10 3.11-6 4 4-8-6 11 5-5-6 5 5-5-6 12 6-8-0 6 6-8-0 13 9-4-12 7 9.4-12 3.0-2 0. 11 0-" 9.4.12 r 8 9 10 11 12 13 TYPICAL PLATE: 2-4 OVER CONTINUOUS All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge positioned per Joint Report, unless noted. Scale: 9/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc This design Is far nn individual building component not truss system. B has been based on specifications provided b5• rhe component manufacturer Ch k• em Truss ID: H ® and done in accordance with die current versioru of TPI and AFPA design mandardx No responsibility is -umedfor dimensional accuracy. Dins-i..Dsgnr: em are to be ve led by rhe wmpownt manufa to r ardor building dwignerprinr m fabricailon. The building designer mum ascertain that the loads TC Live 30.00 psf Du rPaes L=1.15 P=1.15 utilized ort rlris design nicer or areced the loading imposed by the local building code and tire twlicu/ar application. The design assumes that the top chard WESTERN WOOD Is lad mlly braced by the roof orJloor sheathing mrd the bottom chard is laterally braced by a rigid sheathing material directly attached wriest orhenrise noted. Bmciugshou•nisforlaremlrupportafcompanenrsmembemonlyrareducebucklinglength. Tldscomponentslrallrrorbeplacedinany TC Dead 11.00 psf Rep MbrBnd 1.00 ®FABRICATORS envtranmenr rho mill cause die moisture m,si nr of rhe wand to esceed 1995 audor m= connector plate corrosion. Fabricate. handle, install BC Live 0.00 psf O.C.Spacing 2- 0- 0 and brace this nuts in accasdarrm e•ith rhe following sand-tiv JOINT DETAILS' by Tnuwal.:INS/?PI l: 'IVTCA P. IVaod Truss Council of America Standard Design Ruponsibiliries.'HA NDIJNG INSTA LUNG ANO BRACING M£ TA PLA TE CONNECTED IVOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . (H1B-91)and 'IfIB•91 SUMMARYSHEErby TPI. The True Plate Institute (TPI) is hxaod at D'Onofrio Dirm Madison. IVisconsin 53719. The American Fomr and Paper Association (AFPA) is located at 111119th Sims. NW. Sic 800. Washington. DC 20036. TOTAL 51.00 psf Segn T6.4.12- 0 Job Name: JAURON 0- Truss ID: H2 Drw : BRGx-Loc REACT SIZE REO'D TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 This design based on chord bracing applied 1 0- 1-12 582 3.50 •1.50• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 9- 3- 0 5 a 2 3.50• 1.50• WEB 20 DFL STANDARD MULTIPLE LOAD CASES. max o.c. from to BEG REQUIR>;MMMS shovrn are based ONLY UBC SNOW: Pg = 33 psf, Ce = 0.9, 1= 1.0 PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 0.0.0 9.4.12 on the trues material at each bearing This truss Is designed using the PLATING BASED ON GREEN LUMBER VALUES. SBC ""120:00" -0:6--i)41127%, UBC -97 Code. TC FORCE AxL BND CSI Bldg Enclosed = Yes, Importance Factor =1.00 1-2 -607 0.00 0.23 0.23 Truss Location = End Zone WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 2-3 -607 0.00 0.23 0. 23 Hurricane/Ocean Line = No, Exp Category = B JOB#: JAURONc Bldg Length = 90.00 ft, Bldg Width = 24.00 ft Chit: em BC FORCE AXL BND CSI Mean roof height = 10.52 ft, mph = 80 ® 4-5 475 0.09 0.10 0.17 UBC Standard Occupancy, Dead Load = 21.0 psf 5-6 475 0.08 0.10 0.17 are to be ve ied by the component manufacturer and/or building designer prior to fabrication. 77ne building designer muo asrenain that the load, WEB FORCE CSI WEB FORCE CSI Du rFaes L=1.15 P=1.15 2-5 107 0.05 utilized on this design men or -ed the loading imposed by rhe focal building code and the particular application. The design assumes that rhe top chord is laterally braced by de rooforfl-r sheathing and the bottom chord is laterally burred by a rigid sheathing material directly attached u lest otherwise 2-10-9 2.: 10-6-6 4.8-6 1 4 8 6 -- 1 2 3 0 Q MAX DEFLECTION (span) : U999 IN MEM 4.5 (LIVE) L=-0.01" D=-0.01" T=-0.02" Joint Locations == 1 0.0.0 4 0- 0- 0 2 4- 8- 6 5 4. 8- 6 3 9.4.12 6 9.4.12 3-0.2 SHIP Q�pFESS/( Ig -6-6 �Q�� �oQxE C" ZQ aU 1 D 4 Exp - >k 0- -- 9-4-12 I � 4 5 6 F CAS\F�Q� 3/ 872004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 9/16" = 1 • WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.E.I. JOB#: JAURONc fiis design is for an Individual building component not rmss system It has been based on spa ificalians provided by the component matatfacturer Chit: em Truss I D H 2 ® nr versions of TPI d AFPA design standards. No msponsibiliy is wu ed for dimensional accuracy. Dimensions and done in accordance with the cuman Dsg nr: em . are to be ve ied by the component manufacturer and/or building designer prior to fabrication. 77ne building designer muo asrenain that the load, TC Live 30.00 psf Du rFaes L=1.15 P=1.15 WESTERN WOOD utilized on this design men or -ed the loading imposed by rhe focal building code and the particular application. The design assumes that rhe top chord is laterally braced by de rooforfl-r sheathing and the bottom chord is laterally burred by a rigid sheathing material directly attached u lest otherwise noted. Bmcingsho"•n Lrforlmemisupponofmmponentsmembenonlytomd=eb=klinglengh. This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS envimnmwatharsvillmuse rhe moisture content ofrhe%cadmasceed19-Sandlorcause connectorplarerorrosion. Fabncale.handle.iustall BC Live 0.00 psf O.C.Spaeing 2-0-8 and bmre dais truss in accordance "Jrh the/alio"•ing standards: 701NT DETAILS' by T ml. ANSOTPI I ; 'WTG V- IVaod Truss Commil ofAmerica Smndard Darigr Respamibilitim.'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED IVOODTRUSSFS' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95929 . (IDB-91)and 'NIB -91 S'UAfAL4RYSNEErb3, TPL The Tmss Plate Institute (TPI) is locaredat D'Onafnb Drive. Madison. IVisconsin 53719. The American Forest and Pope, Association (AFPA) is located at 1111 19th Street. NW. Ste 800. Miashingon. DC 20036. TOTAL 51.00 psf Seq n T6.4.12 - 0 Job Name: JAURON Truss ID: 1-12D Drwg: aRG z -LOC REACT SIZE RRO' D TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 1 0- 1-12 555 3.50•1.50^ BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF 2 9- 9- 4 555 3.50• 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. BRG RSODIRmE3NTS shorsn are based ONLY UBC SNOW: Pg = 33 psf, Ce = 0.9, 1= 1.0 PLATE VALUES PER ICBO RESEARCH REPORT #1607 on the truss material at each bearingF?-+'+r+-+-s�y+:+:+a s'+-+++-+++ PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 24.00 ft Mean roof height = 10.59 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf 4-11-8 1 - 4-11-6 1 2 3 r 6.00 Q MAX DEFLECTION (span) : U999 IN MEM 5.6 (LIVE) L= -0.02" D= -0.01" T= -0.03" __- Joint Locations = 1 0.0-0 4 0.0.0 2 4-11-8 5 4.11-8 3 9-11-0 .6 9.11.0 6.6 esigned for 110 PH drag load applied TC FORCE ARL atm CSI evenly along the top chord to the chord 1-2 -633 O.00 O.aa a.aa 2.5.6 Q ea. bearing (unless noted), concurrently D.F. . 2-3 633 0.00 0. 22 0.22 with dead + 0 % live loads. =1.33 Horiz. reaction = 1.1 K lbs. ea. bearing. BC FORCE AXL arm CSI tConnection (by others) must transfer equal 4-5 773 0.11 011 0.22 No 1 �D Goad to each ply (or add-on) shown. 5-6 773 0.11 0..11 0.22 -+ *�' *1*++.� -+�' -+--*� 6 4158 FORCE CSI 41B8 FORCE CSI 2-5 113 0.06 T ✓LU S S C pt p�� �}.� I N G WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 24.00 ft Mean roof height = 10.59 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf 4-11-8 1 - 4-11-6 1 2 3 r 6.00 Q MAX DEFLECTION (span) : U999 IN MEM 5.6 (LIVE) L= -0.02" D= -0.01" T= -0.03" __- Joint Locations = 1 0.0-0 4 0.0.0 2 4-11-8 5 4.11-8 3 9-11-0 .6 9.11.0 6.6 3-0-2 3-0-2 SHIP 2.5.6 2.5-6 10-6-610-6-6 1.5-4 WUQ � )FESS \ Q�o�03 �o xm 0-0118 0 -ORS No 1 �D 9-11-0 4 5 6 P 0 �= 004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 9116" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc 71nis design is for an indiviQunl building components not tmss.gsrem It has been based on specifications provided by the component manufac- Chk: em Truss I D 1-12D ® and done in accordance with the current venom of TPI and AFPA design standards. No responsibility is assumed fur dimensional =umcy. Dimensions Dsg n r. em : are to be verified by die camponea manufacturer and/or building designer prior to fabrication. The building designer must nscerain that rhe fonds WESTERN WOOD wall ed an this design meet or-eed the loading imposed by the local building code and the particular application. Tine design assumes that rhe top chord Is /at-//), braced by the roof or floor sheathing and the bosom chord is laterally braced by a rigid sheathing material directly attached wdessotherwise TC Live 30.00 psf Du rFacs L=1.15 P=1.15 noted Bracingshowaisforlateralsupponofcamponentsmembenonlytoreducebucklinglength. Ddscomponentshallnatbeplacediawq, TC Dead 11.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS envimnmen nfun ill cause the moisture content ofihe %wd to meed 1906 andlor cause cminectorisime comsion. Fabricate.handlainstall BC Live 0.00 psf O.C.Spaeing 2-0-0. and brace this truss in accordance with thefollowing panda d,: JOINT DETAILS' by Trvsnnl. ANSI?PI I ; 'IVTCA P- Wood Truss Council ofAma,!. Standard Design Respouibilittes. 'HANDLING INSTALLING AND BRACING ME TA PLA TE CONNECTED IVOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 85626 . (HIB -9U and 'HIB -91 SUMAlARY SHEET by TPI. The Tress Plate Institute (TPI) is located at D'Otmfrlo Drive. Madison. IVisconsin 53719. The American Forest and Paper Association (AFPA) is located at// 11 191h Street, NIV, Ste 800, Washington. DC 10036. TOTAL 51.00 PSI Seq n T6.4.12 - 0 Job Name: JAURON Truss ID: SW1 Drw : ' aRG x -LAC REACT SIZE REO ' D TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 UPLIFT REACTIONS) - 1 0- 1-12 1591 3.50 .1.70• BC 2x4 DFL #1 ESULT OF THIS DESIGN IS THE COMPOS/dead Support 1 -1513 Ib I 2 1- a- 4 1591 3.50• 1.70• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES.Support 2 -1513 Ib i BEG REQDIRmMWS shove are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RECH REPORT 1607. This truss Is designed using the on the truss material at each bearing Drainage must be provided'to avoid ponding. UBC SNOW: Pg = 33 psf, Ce = = 1.0 UBC -97 Code. TC Dead 11.00 psf End verticals designed for�xlal loads only; PLATING BASED ON GREEN LR VALU S. Bldg Enclosed =Yes, Importance Factor =1.00 TC aGRCE Axa BtiD cSI Extensions above or below the truss profile +++++++•+•++-� + 4 +_++=++ and brace this truss in accordance with the following standards: 'JOINT DETAILS' by Tmsunl. ANSZ TPI / : 'IVTCA P- Woad Truss Council Truss Location = End Zone 1-2 229 0.03 0.01 0.03 (If any) require additional cod Ideratlon esigned for 250 Plf drag loaied psf Hurricane/Ocean Line = No, Exp Category = B 3700 RIEGO ROAD, ELVERTA, CA 95626 (by others) for horiz. loads on he bldg.', evenly along the top chord totto Bldg Length = 90.00 ft, Bldg Width = 3.46 ft BC FORCE Axa BND CSI +,�.-., chord continuously, concurreit dead Mean roof height= 11.88 ft, mph = 80 3-a a29 0.03 0.01 0.04 loads and 0 % Ilve load. Dur.33. UBC Standard Occupancy, Dead Load = 21.0 psf Continuous bearing reaction PK.WEB FORCE CSI WEB FORCE CS1 Connection (by others) must er equal1-3 -1572 0.72 2-4 -138 0.06 load to each ply (or add-on) s1-4 -1618 0.79 +++++++++++++++++ 5-7-2 3-4 \ 6.6 3 0 -Oil' 5-7.2 MAX DEFLECTION (span) : U999 IN MEM 3.4 (LIVE) L= 0.00" D= 0.00" T= 0.00" = Joint Locations 1 0.0.0 3 0-0.0 2 1-10.0 4 1-10.0 4L�' x5-, 4:52 0,4-6", 1 :w� 4 ON E, L/ffU 3/ 8/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 5/16" = 1 WARNING Read ail notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc This design is form, individual building romponem ,cot truss system. B has been based on specifimtimss provided by the component manufacturer design No is dimensional Dimensions Chk: cm Truss I D . S W 1 ® and done in accordance wilt the current versions of TPI and AFPA standards. responsibility assumed for accumry. Dsgnr: em are to be verified by the component manufacturer and/or building designer prior to fabrication. Pie building designer inwr ascertain that the loads TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD utilised on this design meet or -eed 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-floorsheathingand the bottom chord is laterally braced by a rigid sheathing material directly attached. unlessorhenv(se in TC Dead 11.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS aired. Bmcingshown isfor lateral support ofcomponena members only to reduce bucldinglengih. Tlds component shall not be placed any environment rhot will cause the moisture content ojihe -d to exceed 1995 mnd/orcause connector plate corrosion. Fabricate. handle. install BC Live 0.00 psf O.C.Spaeing 2- 0- 0 and brace this truss in accordance with the following standards: 'JOINT DETAILS' by Tmsunl. ANSZ TPI / : 'IVTCA P- Woad Truss Council BC Dead 10.00 Design Spee UBC -97 of America StmtdardD=ign Responsibilities.'HANDLINGINSTALLINGAND BRAC/NG METAL PLATE CONNECTED IVOODTRUSSES' psf 3700 RIEGO ROAD, ELVERTA, CA 95626 - (H/B-91)-d'HIB-91 SUMMARYSHEErby TPI. The True Plate institute ITPq (r located m D'Otmfiia Drive. Madison, IViscansin 33719. The Amerremn Forest and Paper Associm(on (AFPA) is located at 1111 19th Street. NIP, Ste 800. Washington. DC 30036. TOTAL 51.00 psf Segn T6.4.12 - 0 Job Name: JAURON Truss ID: SW2 Drw : EEG x -LOC REACT SIZE REO' D TC 2x6 DFL #2 Web bracingrequiredat-each-location shown. See details (7X01087001.001). f /UPLIFT REACTIONS) : `Support 1 -2033 Ib� 1 0- 1-12 2111 3.50• 2.25• BC 2x4 DFL 01 standard Plating ANSUTPI =1995 j Support 2' -20331b 2 1- 8- 4 2111 3.50• 2.25• WEB 2x4 DFL STANDARD ERG REQUIREMMMS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. spec : ]t. THIS DESIGN IS THE COMPOSITE RESULT OF This -truss -Is -designed using the on the trues material at each bearing Loaded for 10 PSF non -concurrent BCLL. Drainage must be provided to avoid ponding. MULTIPLE LOAD CASES. UBC SNOW: Pg = 33 psf, Ce = 0.9,1= 1.0 UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 TC FORCE AxL END CSI End verttcals designed for axial loads only. G BASED, ON GREEN LUMBEF VALUES. Truss Location = End Zone 1-2 229 0.03 0.01 0.03 Extensions above or below the truss profile '�'+ :+ •+-a a++ Hurricane/Ocean Line = No, Exp Category = B (if any) require additional consideration Designed for 250 PH drag load applied Bldg Length = 90.00 ft, Bldg Width = 3.46 ft Ec FORC 3 ASL END CSI (by others) for horiz. loads on the bldg. evenly along the top chord to the bottom Mean roof height = 12.76 ft, mph = 80 3-4 229 0.03 0.01 0.04 chord continuously, concurrently with dead UBC Standard Occupancy, Dead Load = 21.0 psf loads and 0 % live load. Duration=1.33. WEE FORCE CSI WEE FORCE CSI Continuous bearing reaction - 250 PM. 1-3 -2092 0.78 2-4 -138 0.12 Connection (by others) must transfer equal 1-4 -2122 0.81 load to each pry (or add-on) shown. MAX DEFLECTION (span) : U999 IN MEM 3.4 (LIVE) L= 0.00" D= 0.00" T= 0.00" _-= Joint Locations=== 1 0.0- 0 3 0- 0.0 1 2 2 1-10.0 4 1-10-0 12-12 2-4 P/ 7-4 2 7.4.2 �oQ40FES w�cPi`��oP RG �a, NO m 3.5-4 �►A 7 10-10 L P °-0f7 t,AUF�P�\ �. 1-1�� 3 4 3/8/2004 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 1/4" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: JAURONc ® This deign is far an irtdlvidud building component stat rant rystem. lr hat been bared an spec fcalons provided by dm componeru manufacturer Chk: em Truss I D • SW2 and dare itr accordance "ith the current veoians of TPI and AFPA design siarrdardt. No responsibility is assumed for dimensional = mcy. Dimemians are to be verified by the component manufactumr ardor building daigrierprior to firbrimtiom The building designer must ascenaln amt the loads Dsgnr: em t.ed on this design meet orasceed the looding unposed by the local buildingcade grid the panicularapplicadon. The design assumes tlmt the top chord TC Live 30.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD is lai mlly braced by the mof or floor sheathing and the bots. chord is laterally braced by n rigid sheathing material directly attached. unless oist-ke noted B=ingshnwn isforlateml suppon of components members only to reduce buckling lengrlr. This component shall not be placed in any TC Dead 11.00 psf R@p Mbr Bnd 1.15 ®FABRICATORS e-imnmeu,hatwill ca -she moisture contentoftheuaodso-eedl9?omrd/orca= comectorplate cormsloa.Fabdcatc.h=dle.hatall BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this I- in accardaace with the follawing standards: 701NT DETAILS' by l-1.. ANSI?PI I: W TCA V. Wood Truss Council ofAmerica Standard Daigrr Resporssibilities. 'HANDLING INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD. ELVERTA, CA 85626 . (HIB -91) and'HIB.91 SUMMARY SNEETby TPI. The Truss Plate Institute (TPI) is los wedat D'OnofnL Drive. hfadisat Wiscomtn 53719. The American Farest and Paper Association (AFPA) is located m Ill i 191h Street NIF.. Ste 800. Washington, DC 2003d TOTAL 51.00 psf Segn T6.4.12 - 0 aint ce ell I nt C P T cLvss Truss Take -off [design & Sales Monte Cal - 793 Camellia Dr - Paradise, CA 95969 (530) 877-4732 Office (530) 877-4732 FAX -7-12\)C-IS CPIVF� 'E,S2-PrCZN q 12-,•N • ? L`1 wood ?EP ?LAP `-� LT t= RN �7 �= Sli o vU E� ,�) L TP" -I ".- 13 �s T�?.► s C U- z 16 � Tu Np ."LtA C t. tJ'7T T U 1J ZX� Con,TTNUouc `-RTEcz�}L � St TRV&S Prn4,cv� 'to T(ZvSs Cep \A,I:T} 2. ICA S,tNKERS. PtTr -GA aft? 'YS1�SS 12 1Ga -To --] v- ti ' r-PrC� A -T 1: 'A �N� �LTGi1 �rE r�.� Qc�c�. • , /B�s� TRUss PEAK PLATE: 3-4 12x4l 5.5 QX61 6-6 12x0I I 9c SPLICE;. 3-4 12x4I 5-512 x 6, 6-0 12xo) A MAXIMUM 40 PSF LIVE LOAD. 80 MPH WIND EXPOSURE C. LESS -I&LAM–=-O" WALL IfEIGI IT. N010159n EAP. IV31/02 1�1 1.5-1. TYPICAL CONNECTION ING DETAILS 6"0" M DIIACU SPACING 20 A7 MINIMUM coN I irquous SIFIONGFIA(Al 1111AC:r.1.3 H.1 floor - S 111LIGIVIII: Al (;'-0- MAXIMUM. CONTINUOUS nEA11ING WALL MAXIMUM V-0" FAVI: Willi 131 ()qxr, (11) :12--nj_ 011 ;)' 0" [AVI. MAXI"IIPA. Willi .1l,;1 P2 (III IIIII ) I (.t OIJ I 1 01. 10 17, 1 IN 'A 37. "o.c. S1111ONGBACK AF; 2x,I I I 1IONGRACK 11FIACED 4'-10" CLEASPAN, 7o mril Al FVERY 6'-0" MAXIMUM 4'-I.5"CLF-AII51'AfJ, ITO MI'lf MINIMUM t;IIAI)I' ANO N I LIDS 2x-1 S I LID/S I ANfjAIILI. S SI LIDS '10 13E MAXIMUM 24 "n.c. 1 \� `.1.517x61 GABLE END FnAMING CONNECTION DETAILS (MIN. NAIL 1IUUUlIIlEMrN IS SHOWN) SHEATHING TO GABLE TnUSS. (Id AT 6" ox. T A �- 1 Y." N 0 To I Cu 32" u. r. II CODE SPACING DATE MODEL 20 UBC CONTINUOUS 2/11/99 GABLE DETAILS Co 2x1 SOLID I11-ou, Willi -1.16d NAILS EA. FND AND lid NAILS FlIONI S) If ---A I I IING 10 BLOCK AT 13"o.c. y Z IN, 2x4 BlIA(:t: WITH 4-16d NAILS -A- 0-21, k Tp"- RUSWAL MAS.T-AKMA SYTYMEMS, IIi113V,.AL SYSIf.MS COI 011A I 2x4 BRACE it WALL. IIIIA(-'INQ I'Ll't BUILDING �. Zz 7XI CON:INUOUS BACKING Willi Ify NAII 5 Al 24- c.r. 10 IIIE WALL I'LAIC. SECTION A GAIJI.r. S IUD WI A*T 6" I l6d. 16d AT 24" o.c. 2-1(3d16d SOI It.) FRO11:RAT' Willi 2.16,11 101: . 24 NAILED F.A. FND2-16d WAf?NING neadart ti(iics all mi.q ovepf and c givn a copy of if to file r-fecflfyq Cf)nffrlclnr 11 11-1,11 11" ', . - ..... ..... .......... -m no ici and m rAa-;q,, si—al iccis-Acy Vl,ne,lslunsam —'ified ty lino ce.ni—m"I 1-1 r, .1 qed lbe by M, N—. 1 1.lin,ICM. ""n, sreallune end the holln-n 0--f ila—ally e lly -imiokna. unless ollir lne nole,1. Rfmrinq is 't" Utrral —"P— el Iq "O.'sel ,, a,,, ... .. .... . ....... ... ..... . ...... . ......... : In "... . ...... . w,mn nerd h,ac, iw. ruse m ()IIAI II'v 1:01111101- SlAtltlAlit, rtm hIE TAL rLAIE (;0104FUTED •-")L) MOSSES' - I0SrfT). "WILPYR., IFISIA! I 11KI A110 PIIAr.;1111', MF fAL rI.AIF C(:PJIIFCYEI) %V000 TFILISSES (14113-91l And 1419-9t Mt."All SHFU'N IN mr i ... 51;19. the Ainencan rnsesi and OPAI m On --1 .11 i,,Sn I;, 10V/ Sle ?Itn VJ,q5hi,,Wn1,. IX - NN11r. ob Barn : JAIUR N T uss' ID: 181 Drub TC 2x81 DFL Ay Plaing bpee : ANSIlrpl .1996 Thrs ln)ss Is desloned Ostng the BC 2x4 DFL 111 THIS DESIGN LS THE QO POSIT RESULA OF UBC -ST Code. GBL LK 2%4 DFL STMT MULTIPLE LOAD CAS701 Enclosed E Yes.lAtportanci Factor = 1.00 load fror 1d PSF nor�<on,cu nt 8t1�. PLATE�'ALUES PER (C RESEARCH ROPORT Olga?. Truss t(ocadoriz End Zone nenl Hctng is ulmd by othaisl to UBC S46W; Pp 73 P614 Co = O.d. f = taQEe Mc�n en Llne= No, Eap Catego B pre.Eenl rolattbbNldPP rte• Sed Hie and Gable �rlcals re 2x 4 b nlaldrial sp d Bldg L.6ngth c 10.00 It�ldg Width = 33 R ANdUTPI 1-1 Sor tSUTP11IN012. al t6.6' ox. uhiess noted Olher�eK0' 'I, fikktan zrdhelO = 13 R, mph = 80d PLAYING ED ON QREEK LIMBER VALUES. Top choM svpdorts 2t. or un orm load UBC S<tarldad Oowpanq, Dead Load = it .0 paf End,)erticats bestgned for axIM loads only. at 30 ll}}ss1f Ike Idad and 11 pal d d load.. - Orr LOAD CASE a1 DESIGN µ oc LtAL --- Extehslons alcove or tlelowlhd buss pile Addltl0naldos�n eons,deratlor�s may tie Orr L.Ptl u.Loe R.PM R.t oe L L (d a� reputre additional eondidemilcA requir6d M sh ming is -attache. TC Vor1 164.06 0.0.0 2S4A0 16.9.0 D.66 (by oflwn) for hertz. loads an the bldg (+) IndlGales Ind eeQulre ent for 'sial TC Ver✓1 2se.00 1g• 9•d 112.9 30.6.0 0.63 braclnb (de51g d by O rsi pe er dl Pat TC Vett 30.81 30.6.0 0.00 33.6.0 OA9 to the plane o► ins mtunper at Interval's. BC Vert 20.00 a• 0.0 20.00 30.6.0 ODD Bracln re a wit or wt d load 4pplLed to meAtber4Cohibinallo6 areal Plus ban6ing). This &dss retiulrea adew ate sheathing, as deslg qed by Olhtx9, ep lied ID tete truss face ploviding lateral adpport Idi webs iii thus plang and creiUng shahrwan ac to twist dlaphrigm ioadd. -J6im Lodations f-== 1 0.010 25 0.0.0 2 2. (D 26 2.8.0 3 4.0.0 27 4.0•D 4 5.4/0 28 5-4.0 18.9-0 •35.0 t S 6.8%0 29 6.8-0 1 2 3' 4 5 6 7 B 9 10 11 121314 15 16 17 18 /9 TO 1 22 21 6 8.0.2 30 6.0.0 7 9.6%0 31 8 10.6.0 92 10.8- 10.8. 0 t13�a3e1s as66o 1d Sll ts1�+�15-a "tI�4 1.SJ _ 1.54 1.Sd, 1A4 (� 1114 0 35 14-1-0 12 18• • 0 36 160.0 TT r 13 16.0.0 37 17.8.0 G 1417.10 3816-0-0' IS 18• 0 3918.8.0 1620-Q•0 4D 20.0•6 1, 21.0.4 41 21 4-0 18 22w8.0 42 22.9.0' t9 24- C. 0 43. 2+0.0 4110.10 7D 25<4. 0 44' 25.4• W 21 26.9.0 45.24-8 .0 HIP 27 28.11.0 4V 28.0.0` 23 29.4.0 47'29- 4- 0 T 24 30-* 0 48' 30.8.0' 11-0.6 1.5 1 Qr�" -SSiG 1S4 13.41.5.4 t 25 26 27 28 29 36 31 12 33 34 351 36 113839 40 41, 42 43 44 45 4W 49 gtr TYP16AL PLATE: 244 OVER CONTiNUOUS Allpiaiesa4,209 au64 Trusi al ConAticlors uniess orecedo by "15" for is gauge dr ^H" ter 19 ga�gp, po4hloned per Joidt RepA unlfrs6 noted • 9C Ie: 5132 e WARNING Read SII nous on 6W sheet and give'a copy of it to the Eretfiiig Contractor. End Job: •LJ. J6ga: JAiNtONd, Rr. Mt ta�:rw of ie6"MefWYf„ddrrVo•..rr>,i.ygr,rw,h faraxrfinercory4ojim+.iVy+o•+4edW de rowp4s+4•r..a..�t,rw - eres.vTaodvv+W,tr rwrve raiuu grfV:n,d Aff.105,iSC nrrC+rb Mr �rr,ip',1'yl6ur>n✓I7[I'�9rw�f MrRCJ. Q'rtnvro,r chic: em Dsg�lr. em Trusts ID, Bl' .vrm4/ Nrira/LY"�hronor.lr.v a,yftivrr4adlirdrr'rdlYhi'arm[h /•aNHn�w. P. 6-T.1 6.4.6 YE/anS •Nxeia.hraLd.ir6'{{a4mlrtiaam.r�VDAkwo+ lareo/rdarw,Miarergvnbt T46 Lve 3D.00 p& DLFacs L=1.15 a=113 YESfERk YQQ{ .fiiae/AMudupweuerrJordrNMi6la umwba..aDjwar��o,treicVodrfreuoaMn�d4rawnY�beaNFi'orjpAA.arfgoiurtatMoara)nrMl..Au.n•.l.srm t+w�alitrisa�a. layaryuenrr[dlnwtr �aml:., o•p TC Dead 11.0Dpal R6pMbr8nd 1.06 mrd 8�enitaM4(vr hri.ria.prrbfrorVr"&d`'far0nr++1'o ro�q'k+�vrx�dlP'nr4f✓rv»erolreaClsJranead..C+f�ran.�urG.:.rLs7 EliLtVO 0.00pd1 O.C.Spaeing 2�6L 0 ABRI6,TORS' -'-"ts`1y�W�p1 4dr/odirvrema--"ior.,MMrtnlb.;q,iormw;Jc�n7a741LVb,7rnrb. t5•.0ikv..•e7C.(r.ff-4Y-Cw.vrl 8xACfVGAdT4L PLAIE L' O.WF•C7i'OMJ0D'jtI`WEY' BC Dead, 10.00pgf , 69:1gnSpec Lik-97 . .ff 1160 alEGO 6DAD. ELVER'TA. CA 1841/ jrA• iw3,AED-OF him-btliri'NANDVJ,1GU37AdzCA7m .jNl94lio,f'Nlj•yr STiM.1�Car9QEtN lPI n Tiro f.V+M:in2(fM/nlc�a�,ynD'Orl1/o pi,e NdAme. atrn ur f)7rv, M A,brnror fodra.dpgW4 _iM4(A)WAIu�rdwillr.Rd.Ni.••.Nw 9rbrra aaul#u.. DC- 16 T6fAL 51.00 p� l $8 nT8.4i.12• , 0 V fo )r". lie P'-" y i ob am : JAIIlR N Trus ID:Al D TC 2s� Ofl P2 Platin lPec: �NSUTPI 1996 This d'uss Is dies Igned eslnp the SC 2x DFL 91 THIS dES1GN i THE COPOS I�E 0.ESULT Of UBC -ST Code. GBL LK 8i4 OF1i STANDbRO MULTIPLE LORA, DD if CAS 1 BIQg Enclosed = Yos, Zbne tandc Earl°%= tA0 GOLd for l6 PSF tancorientEC4yt. PLAL VALUE$ PERK RESILARCH RpPORT 91607. Twe LoalEod =End 2bne p. ant brbLinp is ulred by odlersl to UBC S OW: PQ = >s p Cs = 09,1 a 1.0 H mlabneJOebn Llne No , Ce1104: = B p onl to ting. Se¢ HIS -01 and Gable yeniateare 2x 4 "b ntaLbrtal sPdeeO Bldp nplh s.90DD IL 1d9 WI th- 24:00 h AAI 1. 9B6 of VrPI 2002 at 16A • ox- dniws noted elhe s. MeanL��toof hee�M = 12 S R• mp BO qq UBC SdMardOewpar2,2�9-00 d =.21A pat PLATING BASEDON GREENtiUMBER VALUES Top ehbrd supe°rts 24A " of un 6o�d -- j •LOAD CASE N1IGN LOADSal 3D st Nm Ibad and 11 pal d d toad.adds rial ds#Ign oo tderatloha msy bs Dlr LPM L.LOeR.Loc LLhl. roolied N shdething attaeh6d.TC Vert 164.60 0.0- 12-0. 0' 0.66 )•Jindleatesthbrequrne antforlateral mvert 229.00 12.0•64.06 14-0-4 0.64 bracldgldeslghed by em)pdrDendlaylar BC vert 20.40 0.0.6 20.00 24.0-0 0.00 to lhdplane ol.lbo member at d lotereaLs. BrdCfMg is a rehultotwind toad applied' to mamber.Pimbinaddn axial plus bond Ing). This wss regd 9 ado ate S11644111119, as deslghed by oblers ap tied to the tnwd fate drobldlns laterals pporl fd/ webs in the dues Ptan6 and c atingsheatwall . action to reslel dlaphit" Lads. JaiM Lot Tns 1 0.0'•0 19 d•0.0 • 2 2-8:0 20 2.8.0 3 4.010 21 4.0.0 4 S•4i0 22 5.4-0 S 6-810 23 4.8.0 -0A t • ' 6 5.010 24 B-0-0 1 2 3 4 ',S 6 7 6 101 12 13 14' 15 16 7 1 7 9.410 25 9.4.0 8 10. 6.0 26 10.8.0 911-d•0 27 13-4-6 6.000' -6 b0 10 1s•!• 0 28;13.9.0' 11 13•�q 29 14.8-0 s� 1214• 0 30'/s•0•a, t3 16• 0 31 1b 0.0 14 17.4.0 3 17.4•a is 18•t0 391 190•6 • .0. 1s a0-GD•0 34,20'. So. 6-66 7•fi•Z SHIP ' 44 -r+ T 4.4 - 10.t•6 1D6 -e 15 4 13.4 1.54 1.6-4 1.54 12" 13.4 1.54' 1.6.4 1.94 1.5.4 1.5 1154 1,5.4 I t 41 s-3.s•4OF�mv, . 24.0 I 19 20 24 22 23 114 25 28 27'18 2SO 31 !2 33 34 36 i6 / rydir-ALPLATE:4< -OVEkCON1INUOUS Suo 8" for 16 au ear "H" toe 14 gauge, pobltioned per Joiht Repol , unlash noted. Zo Trttbwal Connector: unlesspracedod by g 0 All plates aile 9du13e WARNING Read"all notes cn.this sheet and give a copy of it to the Erecting COh Etlb. Job:.EJ. JfSBMtract6r. JAURONc y ir¢ny.4Joa,,W,i.�wdbam.rNrmtil=.�oe:'ea.dr�amdo.,ar'samrr�rvr,uedwld. ,wov,w.,., n=•eLwgflsl adAFPA lnF 61=d4eKr •Ml rra�a.u`d=MYtio+•wdla•e'.rxb.ai.rrw�f' Diwvno�. Cbk:cm cal/ Dsint: n Trus§ 1D:, Al '�i ad trarr ae<drbNA.id%aw•aa or'mhmnPr%4rvAra r,.w.MfY+w.rnde. u.anAs inipee.e.ic.mh�rr.,�:.. n. mGA*r.bV nu, a..ian„rao�rdF imdr radr Aadilrl'�irxt✓KAYeu:M 7].Nln`f4 wrap nl6 rArrW �uJ T(. U" 3D.Dg p�f DWaea L=1.15. Pa1.15 L ,i. II�IESTERIN V�IOdD un1'ada•�w'lmv,•prrdrumrNr.bo9R iNnrdll'M.•1�rafJ+tfd'�tf lr.lrYA46bufrymrrq✓ abrdna•a;,//A�.enwaloderiaadiy\oema',I: P„a�ar.YmG:,farmy.abara�aro��w;r N/K,\lY,1al O'L{I,o, iA•IiYNd,i•UYj TdD"d 11.00 pal RepMbrBnd 1.00 APM aronnt ob.al,fiiivav�].yprr 9rNT•a'r.n /anb.lbyb na{,rYhae111�8ey61 ��yl+>!: web nu:rAaenb, p'au <afaJe,f Fn!•,'wr. lat. i-,kfr H_G LIVe 0.00 Pdf d.C.Spaelrtp 2•d•o Design Spec FABRtCAIOR!i; oaAra„i+e..,rr.Ad,o.,4ley,r,r,,a.•�i,>s,M��lQ,k"uyro yA&.M '!U/!AI/.\C l.YA7/tJ/.\D A,\1DefUC AG%/L7AL Pl,rfe [17l•OILCI!'D NiOdd 7aflt�•✓ SC Dead. 10.00 psf UB6-97 rTd4 R•4G6 NOAD.ELYEnih CA eSa14 4fjy,{� �Wdlid t\s'!w PegeielWYi .fllydAl/od TpD•9lb•(,a!\(A,11,�IP1Tta 7Pf. ire f- Mr.,W,i.J(r1) it bmm.. D�T��kb tliire e.iu f lrl9 r,s .:._.P.i,c., one PeierAnwiOkn(lFPA)hJ-WW III] la•A.11/ee+. .\N.:4 Wq lnvt.• TOTAL 51.00 of Skgn TO. d.tt- �0 N M N V r` r` m 19 M U1) O z w z 0 CL w U CE H N Ln Q C3 N w 0 LL l .. TYMCAL PLATE: T.5-4 I OVER C Alt • Plates 4-r% 20 g4-' 1)4- Truswal Co ne4:taq unless precedLd by "16- for 16 gauge br"H" fdr 16 ge a, po>Eitionsd perJoinl Repoli, unless noted: WARNING Readall nofes on chis sheet and give a ecoy of it to the'Ereeting Contractor. lwmip,n,bra,:•n1;�A;u:Ir.rrR�,iari�num•a� nave rtwaa.rreyFn,�raa[yo,snder.rarc.wlnnna,pc.n• r,d�r,m<a.ih,n.in,rmrr.nea Nm'ou d'rbV o,OAFP:I aeAanrwa,u,n•�b,erycenn°l.:�i/ayvnd%-A°weW:a9 ex�� Ji,rw�ils oTn 4..,SQa�b'Y. ��•r.�w..tri,n,n+ama. errdld daywl,nir io,uYrrahu !ir hitll,Vdrid,vinw o4- .+an nLr �efm8 J,[,. g�� OVD a1•hn0 a•Ai,4ei/iD,nM�••bddrlbM'gweps,edbML-ld ruiMYrtW nil �6eA✓+�='W.eYroi=o.. lath Yiacw,nu lArsy rAoN Y,rES■ ER1r Llai>rm-OaaeMr 6,iiv,aHcr/M,rrte±ih:�a.f.,rtwcar4w�.4vm'.Y dasdb%a.i�t.Noai,i,mr�d elrvn)•�rn.41 uh=aM1�[v ane L t p,R,',va(„a,",Nrbie•Iwpyo/n Wcunvi^6n,ewNn a.•rm.e6a�e (ualtxr lr„�l. raucerw•u+,Barr,v�a.krn.a:.e FABR"TORi lni.e'wraunNNuwair4mrlmvfrom,gRlwowtusNNYDIJ.4w-tyT-k,mvAWII-'Oio-�.1I`liueTlwCr.i.dln �ce•fJLLn/atb "nfn6,avdl: %�'MDS'IAAS'7'lvial'AMStYPII:'a1UI'-IMwa/n,ufw.i! .�A•t.ress> 'Lbwai� a.atuxAiac�.atulsl.rit+t�.aDae�ea�>:lreuaPulacancfteouaa6menv bloRIE0d ROAMELVERIA.CAt3e» .rle�r!lad T/.'4- 913C.trNAxl V/aEl'gr1'!.*vna.,Pa+Lt..;nvrmrr. rora�rdoan�i •. wr.e lJan•=. ur„a.,:. tln;z ne�w.Lu�r'o'rVa.SRt?MA=ar++�ba UFPAl rfko,Ja•�1lfl'aA9�.71f/, Skr70 ta.1rnIIa+OC:iDla ! / / 3/8/2064 SrAla- 31 2" o Eng: Job: .6j. JOBB; JAURONc ob Wam�• JAIUR N TrussID:01 D iC OR 1- Plating spec : A;NSIfTP 1995 OF Tl+la djletgn a ed onct✓wrd hracln0 app led tib rnllowl g sehedulo: 2x4 DFL M 14.22 BC 4-(4 DFL 11 GBL, BLK 2x4 OFl STANISARD THIS DESIGN 19 THE C PosrIt RESULT MULTIPLE LoAn CAM. PLATE1•VALUE9 PER ICBBBOOO RE.SE�CH RfE.PDRT 01607. la f0 ppSF non•d*ncum9 BCLL. per mit o.c. from t TC 281.00 18. 0-0 21100-6 1'Rh tr0yylIes Is Qlslgned using Ihs UBC SNOW: tb = 318181. Ce = 0.9,1= f.0 Loaseq UBC -97 Cade. Insall [manor supporjtc) beloia emctwa. Permanent bracing Is tequtred (by othdrs) la Mark a0 lnbrrloi Dsarind,loaOorL>;. OralneaemuH lDe provided Do avbld ponding. Bldg Eilelosed = Yes. Ir�portanoe Faclol = 1.00 Tnps 4oatioa= E+Id Z ne pre�aM to 61ing. Se414881 and ANSYTPt 1.798Sor A'NSVTP14.2002. Gable 4ertkals bra Zx 4,keb marifrlal spacod at lfwd` ox:. u�Nse ndted olh ice. load Nurtlr�nelOcdan Llne = o , Exp Calego C Bldg Lbnglh = 40.00 4 lag WlAdt= 20, 0 k ConNNnuOus lateral brSteing a ehed tdnit 7C is Indtedted. Lumber must be stnr'ctunt Top chord sup orts 24.0" of unitehn at 30061 live load add'../1 Pat dekd load., tle Mean loaf hHgg'ht= 2d. 7 ft- mped L = 8D 'is UBC grade. Brag6 @ 24" O.C. unless noted. pLATIW ASED 0N'GREEN Lum3FN VALUESi. Add aaldellgn eandlderatlorjs may requded Ns thtn0 lsatached. ^- -LWAD CASSE 8111 MGN LOADS � t-�I-�•• Dir LPH Loc R.PM R:Loc Lt/rL TOTAL j•] indleates th requir�wnt for teral bracing (desig ed by othenl p#endfc0ar TC Yrart 164. 0 0.0 114.00 10.0- 0 0.66 d 14-.0• d 064 to ths•pans o the rs er at Imervati. Brecldgisarisulto/w�ndke appiled' bending). TC vett 214. 10.0• 210.081 TCVeh 220. 18.0•d 224.01 23-0.0 0.64 TC Vail 229.810 23.0• d 100.,00 46-0.81 0.63 to mnaJinnber.{Combinallan axial plus Thu truss requires adodduate sh0ething, is BC Vdrt 20.00 0.0.01 20.00 46.0.0 D.00 daslghad by others, applied to a truss' ralnd lateral 3ILLlpport for webs Ln face yvld the trh5a plan{ anile Ing sheer wall actloi+to tee t dlapnra0m toads. Jbint LoeAfions _ t 0.0-'0 17 060.0 L,uJ 3 4.040 39 4.0.0 T 4 S•4.0 40 9.4.0 5 6.6-0 41 4-8.0 6 a•010 42 40.0 T 9.3-4 43 4.0 .81• jet' 16• 8 10• el l 481 10.3. 8 9 12.0!0 43 12.0.0 - 1 2 3' 4 5 4 7 6 101112 3451817119 202.0 22237A25262T2R4d31323 3436 10 13• •0 46 1Y4-0 11 6.UD 10-01, ( i $.ud 11 114• 0 47 14. 6.0 12 16• •0 48 16• D•0 •4 13 11 0 49 1,. 4.O 2sd 2.5.4 2.5-A S 2.5•4 1418• •0 SO 18.0.0 1519• •0 S1 20.0•0: �52�5A ,� 4.6 16 20• •0 52 21.4.0 2.544 ' 25%4 2.31 17 21• • 0 S3 22.10.4 17 16 52.40-4 W22-10.81 �� 4 25.4 2.54 19 23/9.0 66.23-9.0 9.6•� 2.5-4 .Sd 10.621 20 26. 4.0 56 25.4-0 21 16 6.0 ST 26 9.0 254 2.3.4 S SNIP 22 28.0.0 58 28. 1.12' 'l $g 2.5,4 `1 ss s•f-0 2.SJ l 24 29•,4•U 79.4.0 x4 so�6.0 60 10.9•D. zs 12•,0• o St 32. o• 0 = i 0�• 61111 8-0a, S•S 2-5.6• s•S 26 33.4.0 62 33.4.0 27 34!8.063' 34 Yr9' 28 36.0.0 64 s6-�0. 30 ss so-Lt,oV 00 23 -SA 1 3377.4-0 �C SSV 1 MU 8.0 6T 40 -WO 10 6.8 a- t Q (AA 4010.0 so 41.81.0 174-0 N,�P Cj 1-4.0 69' 42.8.0 2 8 49,0,0 `- Q1(C O 70 44.0.0 1 _ Off• ""-0.0 7t'40.a.a 37 38 39 40 4i42 434446 464j48495b5132MOS 36575859'60 616163 646566678369TO ' I y�ts �, 4-0 l .. TYMCAL PLATE: T.5-4 I OVER C Alt • Plates 4-r% 20 g4-' 1)4- Truswal Co ne4:taq unless precedLd by "16- for 16 gauge br"H" fdr 16 ge a, po>Eitionsd perJoinl Repoli, unless noted: WARNING Readall nofes on chis sheet and give a ecoy of it to the'Ereeting Contractor. lwmip,n,bra,:•n1;�A;u:Ir.rrR�,iari�num•a� nave rtwaa.rreyFn,�raa[yo,snder.rarc.wlnnna,pc.n• r,d�r,m<a.ih,n.in,rmrr.nea Nm'ou d'rbV o,OAFP:I aeAanrwa,u,n•�b,erycenn°l.:�i/ayvnd%-A°weW:a9 ex�� Ji,rw�ils oTn 4..,SQa�b'Y. ��•r.�w..tri,n,n+ama. errdld daywl,nir io,uYrrahu !ir hitll,Vdrid,vinw o4- .+an nLr �efm8 J,[,. g�� OVD a1•hn0 a•Ai,4ei/iD,nM�••bddrlbM'gweps,edbML-ld ruiMYrtW nil �6eA✓+�='W.eYroi=o.. lath Yiacw,nu lArsy rAoN Y,rES■ ER1r Llai>rm-OaaeMr 6,iiv,aHcr/M,rrte±ih:�a.f.,rtwcar4w�.4vm'.Y dasdb%a.i�t.Noai,i,mr�d elrvn)•�rn.41 uh=aM1�[v ane L t p,R,',va(„a,",Nrbie•Iwpyo/n Wcunvi^6n,ewNn a.•rm.e6a�e (ualtxr lr„�l. raucerw•u+,Barr,v�a.krn.a:.e FABR"TORi lni.e'wraunNNuwair4mrlmvfrom,gRlwowtusNNYDIJ.4w-tyT-k,mvAWII-'Oio-�.1I`liueTlwCr.i.dln �ce•fJLLn/atb "nfn6,avdl: %�'MDS'IAAS'7'lvial'AMStYPII:'a1UI'-IMwa/n,ufw.i! .�A•t.ress> 'Lbwai� a.atuxAiac�.atulsl.rit+t�.aDae�ea�>:lreuaPulacancfteouaa6menv bloRIE0d ROAMELVERIA.CAt3e» .rle�r!lad T/.'4- 913C.trNAxl V/aEl'gr1'!.*vna.,Pa+Lt..;nvrmrr. rora�rdoan�i •. wr.e lJan•=. ur„a.,:. tln;z ne�w.Lu�r'o'rVa.SRt?MA=ar++�ba UFPAl rfko,Ja•�1lfl'aA9�.71f/, Skr70 ta.1rnIIa+OC:iDla ! / / 3/8/2064 SrAla- 31 2" o Eng: Job: .6j. JOBB; JAURONc Chk2 Cm Truss ID; C1 Dsgilr: ern II Td Live 30.00 psf CI&FACs V=1.15 P-1.15 TC Dead 11.00 pif Rep Mbr dnd 1.0d 86 Live 0.00 PO W -Spacing 2-0.0 SC Dead 10.00 pat Desfgn Soo uBi'' TOTAL st.00 p# S¢qn T8A.12 • 0 1 XAAAA. r h Verticaffechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@sbcglobal.net Structural Calculations Client: Les and Zoela Jauron Project: Jauron Residence Location: 1711 Arany Court, Paradise, CA No. C1603W -< E X9. VO4 Iv1�- OF CAY 3 'FILL COPS' 04-303 surrE couNry BUILDING DIVISION APP Attention: This engineer Aot responsible for on s to ' spection to as ure 'p?ia ce itfi)54� standards, sizes, materials, or workmanship specified h in. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 2/4/04 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES AND SHALL BE COMPACTED TO 90%. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. I) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/z" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. N VERTECH ENGINEERING PROJECT: 2/4/04 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2" X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: 2/4/04 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BEA MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 30 PSF REDUCIBLE C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT JQLkV-On VERTECH ENGINEERING ENGINEER DESIGN OF C L� f-oc. D L ,coo 5 I_ :30 P s wall ►.L ►SPs� oo,r ib 1 -� 10o r L (_ 4 (D ,� 5 PAGE 4 DATE S�.;Smr`G MaSS coo (ops7r '-0)O Ib J wQ i's s Flc)545.16 P 102�S(5.ib. rI v wooa . 2 , -� Q,M ►',nc� S cep �►�o�' 2,� I.G Psi S�.;Smr`G MaSS coo (ops7r '-0)O Ib J wQ i's s Flc)545.16 P 102�S(5.ib. S 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Jauron Residence Date: 2/3/2004 Comments: Wind Speed: 75 mph Exposure: B One Story or Partially Enclosed Multi-StoryStructure Primary Frame Method A Importance: Elevation Elevation Elevation 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall 4.5 -4.8 -5.2 Roof Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof Slope <2:12 -10.8 -11.6 -12.5 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.T- 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -10.8 -11.6 -12.5 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -10.8 -11.6 -12.5 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16 7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7.12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 W 1997 UBC Static Seismic Forces VerTech Engineering Project: Jauron Residence Comments: Date: 2/3/2004 Units: Kips & Feet (UNO) Zone = 3 EQ: Soil type = I Sd • Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 15 (HEIGHT TO ROOF) Ct = L=.020 FOR ALL OTHERS — I w TA = Ct(hn)'" Max TB = 1.4"TA VEQ = (Cv*I"W)/(R•T) Ft = 0.07'T•V (If T<.7, Ft=O) T = 0.152 0.152 Cvl/RT = 0.6441 0.6459 VEQ = 65.9 66 LEVEL EQ: 1Ca" 2.5"C -el /R V/W: 0.0396 0.1636 V: Ft = 0.00 LEVEL STORY HT 1Ca" 2.5"C -el /R 16.8 0.0396 0.1636 4.1 16.8 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ MOT Diaphragm ROOF 15 15 102.365 1535 16.8 17 252 18 10th 0 0 0 0 0.0 17 252 0 9th 0 0 0 0 0.0 17 252 0 8th 0 0 0 0 0.0 17 252 0 7th 0 0 0 0 0.0 17 252 0 6th 0 0 0 0 0.0 17 252 0 5th 0 0 0 0 0.0 17 252 0 4th 0 0 0 0 0.0 17 1 252 0 3rd 0 0 0 0 0.0 17 252 0 2nd 0 0 0 0 0.0 17 252 0 1st 0 0 0 0 0.0 17 252 0 1 UL. 000 1 10-50 PROJECT JQ(t-ifQn • ENGINEER Asl DESIGN OF L C,4- VERTECH ENGINEERING PAGE DATE PROJECT `TCILU r yYl VERTECH ENGINEERING PAGE C) • ENGINEER A V DATE 2 Z04 - DESIGN OF Vy i �1:Ct P S. - (is 2o')(13,�h5{�>—> 405016 20') 13.5 ps F) 20')sF)—> )3U�b t 3,�; ps 324o �� PROJECT Taus Oen VERTECH ENGINEERING PAGE ENGINEER . AT DATE 'C 0 DESIGN OF La-Iccol LcDcacl ►�e�eIoo�,en Sri Srv�i G - 1030 f4 z 46o 2 O87f 2( � boo I b , 2.(o-4 S 16 1.4 22 34'1( I,4 G- 2310�'�2 4 (D z 0 � z C c� Dov 16) c�c�.� ►b I.4 3 14 -3- U -� 4 2 0 C Co.boU i 1.4 —> 32CiC) 16, .. 4 - : ► c� Sy -�'+2 4 2:+z i 0�1� 5 20 16 .4 PROJECT UC �A ( U n VERTECH ENGINEERING PAGE 10 ENGINEER Ad - DATE 2 -- DESIGN OF I_C +cx-o l 1..._pca 5 Lt ynn vyn ci r P - c.a1 c. ut t ca+� or -i P ` \FA Q. A6 = 4(lo 2C7 ;"4 Amax -o 0 ) (1,4) ( 1 T� , 3 � vva sc � sem, c ►b)� -E ro . Abcoo 2 +G vV CJ 24573 - vv 40 SO 220 w 3? -G) g vW 3 S13CD V\/ 4 3 2 O 2 Ca S V\/ P - c.a1 c. ut t ca+� or -i P ` \FA Q. A6 = 4(lo 2C7 ;"4 Amax -o 0 ) (1,4) ( 1 T� , 3 � Shear Wall Design Program VerTech Engineering Project: Jauron Residence Date: 2/3/04 Location: Units (UNO): lbs, in Panel Thickness 3/8 1 • 3X Sill 3.17 3.73 Panel Orientation Short Dimension Across Studs • 1.98 NG 1.52 Nail Type sd • 0.99 NG 0.76 Anchor Bold Diam. 1/2 • Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 • Fnd Sill Plate Grade DF -L • AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4, Note 1 380 2 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1 980 4 2.8 Note 2. 9 4.5 Note 2 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 VerTech Engineering Project: Squ r nn Engineer: Aif Design of: Shear Walls Framina Page: Date: 2 p4 Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Lenqth Length Load/ft Edge Nail Wall(lbs) M u flbM in A 4860 i 9 9 9 540 2" B 3645 ✓ 11.75 11.75 11.75 310 4" C 7493 23.5 '� 23.5 23.5 319 4" D 2457/ 6.25 ►/ 6.25 6.25 393 ✓ 3" 1 4050 10.5.-- 10.5 10.5 386 3" --- 2 6345 ✓ 13.5 13.5 13.5 470 ✓ 311,/ 3 5130 ✓ 10 ✓ 10 10 513 ✓ 2" 4 3240 18.5 18.5 18.5 175 6" ►3 VerTech Engineering Project: Sal I t -Ae) Engineer: ACE Design of : Shear Walls Stability Page: Date: 2 p Overturning Overall Resistive Gravi OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (M (Ib/ft) (ft) (ft -Ib) (ft -Ib) (Ihl 400 26730 6050 123/1 a Design of: Shear Walls Stability Segment Segment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -Ib) (ft -lb) (lb) A 3.5 9 17010 2450 4391/ B 3.5 9 9772 2450 2323 C 6 9 17218 7200 2066 D 0 0 0 0 1 0 0 0 0 2 0 0 0 0 3 4 9 18468 2800 4148, 4 4 9 6305 1600 1308 PROJECT 7auy on V/ RTECH ENGINEERING ENGINEER AJ - DESIGN OF (drat S I PAGE 1-5 DATE P U 4 QTS C4 -b L -ctci G l o4c -al load = -44-q,-5 lb 104 P1-P In ion I, I > -3,3 ab 1-6 L a�.ro I C)(a a: G "Gt b I OG C1l b. I2-4 P.I 1.t,) 9 +V-) +-0 b� d(cq ,.cc4 pj I PAGE 1-5 DATE P U 4 QTS C4 -b PROJECT VERTECH ENGINEERING PAGE�p ENGINEER A J' DATE DESIGN OF Lcr- --xo ` (J(ogS) is c. a I ...I oad .s 130 I h 1 4-k I bc, d+ra9 ci c- d 324 16 PVAG mss C(oP� PROJECT ENGINEER \� DESIGN OF G rQ v i VERTECH ENGINEERING PAGE f T DATE ' PROJECT Ta.LIr O`r'1 VERTECM ENGINEERING PAGE l A 2 Zo4 ENGINEER DATE - DESIGN OF GrCJ��! i� beG1,m S b I - Gcxt-c .q o Dc xD(- H -cad cr T� 1z) = 14- f oo 2 1, 4 64 -�'4- V - Is I !� El CD Ib- 1,Y� �5/2. x 14 L\/ L or SV -6,,< 1I /S LVL S2 - Gif ccr L = -- -T� nil = 1 1-43 -N.. 16 V _ (.0-40 (b ILD -jr-)2 Cox CoOF#I _ G d L_ 14 NI = 2b s (i� -I^+- I !� Ez- A41 of x ►o(o S Vb X 1S`�2 24 -F -V4 GL6 B4 - G d�� M = SC)40 -4-16 EEI = 2?_5 x 10 (o 16 -1'n2 - b-; z(ox (o 10 DF#i .% PROJECT VERTECH ENGINEERING PAGE I ENGINEER AO DATE (6e 4c) SCo b F T 1 x (0 co 16—f ,� 2 SZ—) X 2 4 F- \/4 G L g P= i 1 30 1-4 I(oPs-- OL I -q 3D.ps P L.L x;v-N L coa V - 3►Fj5 lb (—o x 1 Beam Sizer Design Program VerTech Engineering Project: Jauron Residence Date: 2/3/2004 Location: B1 Slope of roof Dead Load 6 :12 Live Load Width 5.25 in TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length 30 psf CID 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 40651 le= RB= 4.5 Fb*= Total Uniform Load 1.00 Mmax 28 in^2 Vmax S Req'd EI Req'd 1.00 20 ❑ Valley Beam 6 :12 Select Beam Width 5.25 in 16 psf El Round Member 30 psf Microlam - ❑� Horiz. Member 240 360 Fb' 2571 psi 16 ft Fv' 285 psi 14 ft 2 ft Height Required 11.4 in 1.00 A Req'd 28 in^2 0.99 S Req'd 100 in^3 1.00 1 Req'd 650 in^4 1.00 Controlling Design Deflection 1.00 4.1 2600 670 plf 21454 ft -Ib 5364 Ib ❑ Shear at d from face? 1236 *10^6 #-in^2 20 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 4X12 27567 33370 24361 Fc E d KCE c 14513 1000 1600000 3.5 0.3 0.8 8796 Stability Reduction 7585 Column Capacity (lbs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 5 0.83 829 10156 15960 21763 6 0.73 733 8975 14104 19232 7 0.63 625 7656 12031 16406 8 0.52 523 6409 10072 13734 9 0.44 436 5347 8402 11458 10 0:37 366 4484 7047 9609 11 0.31 310 3794 5961 8129 12 0.26 265 3241 5092 6944 13 0.23 228 2795 4392 5988 14 0.20 199 2432 3821 5211 15 0.17 174 2133 3352 4571 16 0.15 154 1885 2963 4040 17 0.14 137 1678 2636 3595 18 0.12 123 1502 2360 3218 19 0.11 110 1352 2125 2897 20 0.10 100 1223 1922 2622 21 0.09 91 1112 1748 2383 22 0.08 83 1015 1595 2175 23 0.08 76 930 1462 1993 24 0.07 70 856 1344 1833 25 0.06 64 789 1241 1692 26 0.06 60 731 1148 1566 27 0.06 55 678 1066 1453 28 0.05 52 631 992 1352 29 0.05 48 589 925 1262 30 0.04 45 551 865 1180 4X10 4X12 27567 33370 24361 29490 20781 25156 17396 21059 14513 17569 12171 14734 10297 12465 8796 10648 7585 9182 6600 7990 5790 7009 5117 6195 4553 5512 4077 4935 3670 4443 3321 4020 3018 3654 2755 3335 2525 3057 2322 2811 2143 2594 1983 2401 1841 2228 1713 2074 1598 1935 1494 1809 pI 22 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stabilitv Reduction Column Capacity Obs► le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 Z5 VerTech Engineering Project: �a�.rL� Page: Engineer: AST Dater :sign of: Roof Framing Roof Loads DL= 16 psf LL= 30 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. sses: Spacing = 24" o.c. Loads: T.C. Live Load = 30 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf Total Load = 46 psf Headers (uno) Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". VerTech Engineering Project: bbl j C oti Engineer: 6.1 n of: Floor Framin Floor Loads DL= 15 psf LL= 40 psf Page: Date: Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: I Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. RESIDENTIAL 64-66-37 23-50-91B,E THOMPSON, Maria 14379 Skyway, Magalia (detached.garage) ` '2' "q Address— GAS-- Meter ddressGAS-- Meter By_ ELECTRR�! Meter By JOB FINALED (Dal Signature OFFICE COPY J=OK O = Not OK = Not Readyable MOBIL5 HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s + 1. Zoning Requirements -Setbacks -Easements, 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L'Yt. / /"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 -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval ' 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-.1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC , COVERS, CARPORTS, GARAGES, (Plans)OK except #'s . Z ng Requirements -Setbacks -Easements Footings; Soils-Size-Depth-Spacirig-Connectors-Sisal 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. ports; Windows -Doors SEI cmc g; Sils-Anchors-Studs-Rftrs-Trusses iding; Nailing -Veneer -Stucco -Mesh 10. Ral6i; Shthg-Roofing Ext.; Steps -Doors -Landings Date i Card B-1 Date Card B-1 Date _/_t-- Card B- Date Card B-1 Date POOLS (Plans),(K ept #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel-Gonnections-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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable RESIDENTIAL (; = Not Ready Date UNDERFLOOR (Plans) OK except ff's 1. Zoning -Setbacks -Easements -Flood -Slope 2.-.Pkg., 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 -Bloc kouts-Wra pped 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, a'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. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors --------------------------------------------------------------------- - Date Card B-1 Date Card B-1 --------------------------------------- - - -- --- ------------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ------------------------ ----- ------- ----- ----------------- -- 23. Elec. Receptacles 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 & Water ---- - ------------------Gas----------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ----------------------------------- ------------------ ----- 28. Subfeed Wire Size ! ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or At ------------------------ ------------------------------------- 29. Range Circ.-! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral --------❑ --Yes ---------- ❑----No-- ------------------- _ ----------- 30.Service-Riser Conductors & Ground -Main Disconnect 31. Equip_Clearances Panels-Motors-Mech. Equip. - ---------------------------------------------- 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. Conden=ate Drain & Overflow: Size & Grade ------------- ------------------------------------- - ----- --._....-- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet --------------------------------------------------------- 38 Attic Access & Platform if Furnance in Attic -------------------------------------------------------------------------------- Date Card -B-1 Date Card -B-1 - ---------------------------------------------------------------------------------- Date Card B-1 Date Card B -t Date FRAMING (Plans) OK except n's 39. Sils. Proper Material & Anchors ------ -------------------- - ----------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -- -------------------------------------------------------- 4t. 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 jingle & Duplex) Dat, FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Tiesor 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 Card B-1 Date Card B-1 ----------------------------- -- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N's 61. Ext. Steps -Door & Sidelight Protection -Landings ------------- --- --------------------- 62. -- Smoke Detector ---------- - 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting ------------ -------------- 65.- G. -F. 1. & Bath Fixtures & Tub Access -Spa -------------- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels ---------------- ------------------ 67. Stairs -&-Rai-Is--- 68. Rails68. Fire lace 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 - -Door. 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-Mech. Protection -------- 5. Plb. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. 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. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ------------------------------- ---- ---- 81. Stucco; Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing --------------------------------------- - 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House -------------- ------------------- 87. Glass Protection ------------------------- 88. Corrections from Previous Inspections ------ ----------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric ----------------------------------- -------- ----------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91 Energy Compliance Certificate -Other Certificates ------ ---------------------------------- Date Card B-1 Date Card B-1 ----------------------------------------- - - Date Card B-1 Date Card B-1 ----------------------------- Date ----- -----------Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico —;Rhone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. / Inspector " A Vel / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS t} 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 _.�APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER MARIA THOMPSON E HONE 873-0121 SQ. FT. OCC.1 BUILDING VAL ATION ' OWNER'S MAILING ADDRESS 14379 SKYWAY MAGALIA CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation 1$ 10,368 FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 86.50 ARCHITECT OR ENGINEER LICENSE ND. Plan Checking Fee $ 43.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14379 SKYWAY A Permit tee $ 139.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP If/ Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [D Duplex❑ Mobilehome❑ Other DET GARAGE SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 1 10-00 ea TYPE OF WORK New `X] Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service aooV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 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. El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. SLOGS. ( +h¢sgft 14.40 NEW CONSTFLMULTI-OUTLET NON -RE SIBRANCH CIRC ITS 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 0 0 3 eALs DAL@ FIXED APPLNS EX. Occup. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 24-40 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also a ree to s e, indemnify and keep harmless the County of Butte against all Iia hies, ments, costs, and expenses which may in any way accrue again a yin consequence of the granting of this permit. X �/_ Date Signature of Applicant Y Owner AiContractor ❑ 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 I CONSTTYPE TOTAL FEE $ E HAz. cuA PAR( SCHL FL P1 PD i H ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated ab ve for which fees have been paid. D TOR F_ UBLIC WORKS By Date �� PERMIT EXPIRES Date ^� Receipt No. 94546 WHIT!-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT M 9 011a LU R, a COUNTY OF BUTTE - DEPARTMENT.OF PUBLIC WORKS - BUILDING DIVISION V 1 7 COUN�)fNTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION, DATA SHEET ,� Permit No. �`. OWNER X44 6 I-4 % � SJ-1 A. P. No. A 1Y -66o0 3 7 Proposed Building Use Dtp' Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ........................ .......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 410. Fees of $ ...................... 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ...................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner 0, Mail to owner ❑) .... . 24. Recorded copy of Agricultural Acknowledgment Statement ......... r' 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at f office. Deliver w/inspector. Other Applicant / 4ti Date 7- 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---nail—counter by ..date Contractor, designer, owner, was advised of above required data by_phone_mail counter by date Plans checked by Date Plans approved by /' 41 Date����— Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildinq Department Gttilil FROM: Environmental Health SUBJECT: Sanitation,Clearance - -7�AWYVy _G tr Owner Location AP# Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Final clearance O.R. for: Clearance for bedroom mobile home-.' %V �/ �h-� - E. ii2 D�i n � /n NOTE * * * Water Supply Water Supply Other Sanitari n Da i e COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916:"538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER --- 06Y-660-,037 ZONING NN - BUILDING PERMIT OWNER Som/ TELEPHONE 973 of Z SO. FT. I OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1 wt� PA*att�_�-Imxx ol,I r J 6,WE CONTRA N E TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace - - CONSTRUCTION LENDER 14y� WN Total Valuation Is Q LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER r• LICENSE NO. Filing Fee "10.00 Permit Fee Plan Checking Fee $ .5'D 2 G ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee Penalty g BUILDING ADDRESS I SKYk)AZ M 06- L( Permit fee $ 3 % PLUMBING PERMIT FiIingFee I 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 STRUCTUREe�r� G SF Duplex❑ Mobilehome❑ Other ���� � (r SPEC[ FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S 1 G W 10.00 ea TYPE OF WORK New Addition 11 Remodel❑ Utilities[] Installation[ Other❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS 10.00 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) El 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 Main Service EA. ADD -L. 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.y1 OR AOONS. ACC. BLDGS. / 2+�zQsgftj , YO NEW CONST R. v ULTI.OUTLET .`ION..7ESBRANCH IRC C 10 ' ITS 12.50eaI POWER APPARATUS e (SINGLE OUTLET CIR. I Ex. OCcup(OUTLETs OR FIXTURES e2?530t1 FIXED APPLNS. OR Ex. Occup. 0UTLE.S (RES10.) EA.) 2.00 1 Temporary service10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee S wo 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 subiect 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 i Cooling Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner C1 Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ,an of structures over 3 In height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE = TOTAL FEE Si �, r 'rAVix 1 SCyL , FAD COF ?nR i 1 This permit is hereby issued unser sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BV PERMIT EXPIRES Date the appllcat)ie provl- resolutions to do have been paid. WORKS Date (st�orriies Receipt No. RYE (, r nM1TL•O. P. W.. TGLLOW•ASef330P. P1411-IMSPCCTOR• ;oLa CNR00•APPLICAmr .COUNTY OF BUTTE - Department of Public Works 7 County Center Dr-ive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no)v 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: per/ Property Owner �r, Social Security Number2- ` �'' Date '7 -11 -fl NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. ` PERMIT NO. 4080-76B,P,E,M s PERMIT EXPIRES ---� OWNER laria A. Thompson owner CONTR. LOCATION (A.P. 64-66-17 port. 6 1 852, w �+'Y W/S Skyway,app.00'gouth-of Cedar Rd., Magalia (.lot 2) x "tr i 1. a r ti °A( LI is d t 1 ,t 8: Temp. Power Pole Called PG&E "76 Temp. Elea Serve Called PG&E 16' -2-7 Temp. Gas Serv. Called PG&E IEB — INALED (Date) G� (Signatu r r 0 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING SetbackZ� Firewall 11- Soil Piping Forms �02� Parapets 1st Floor4 Main Bldg. Restroom Finish,-� 2nd Floor Footings Windows 3rd Floo Stemwall Sidin To out Slab%G` Roof Sheathin Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures - Q!2Z 22 Footings Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings handlcar pehyslcally Conformancdde of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTR C ,' Masonry WallsThroat Gam- Rou h Reinf. Steel -.? - , Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing 2'2_7 Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent r1 Door Closer Final Final _`jam-- j %-'7-% I� DATE Cv REMARKS OR CORRECTIONS CA X,ate/ vat_/"., 17 r,4 - tin eAV 4e. 9 (NOTE: An entry must be made on this form each time you visit a lob site.) CERTIFICATIONS As required by the State regulations, -both the builder and the insulation applicator must sign a card certifying that the proper "R" values for all insulation.locations have been installed.. An example of a certification card, which is furnished by the builder or insulation applicator is shown in Fig. 13. THIS IS TO CERTIFY. THAT INWTION HAS BEEK INSTALLED IN CONFORMANCE WM THE CURREKt ENERGYREGULATIONS. CALIFORNIA ADMINISTRATIYE CODE, TITLE 2S, STATE -OF CALIFORNIA. IN THE BUILDING LOCATED AT: St �ol��.� J��6f✓A y _ • . r o u or Tract EXTERIOR WALLS - 8,4s aJhAC.vT Manufacturer&"X nos .00 eo CEILIM-0fov r, -4&4ty— Manufacturer 4&4:: Uk.-Thickness . r,0 R value Blown: Manufacturer ' ' ....' Thickness " " No. Bags' "�� Wt./Bag .. Sq. Ft. Covered R Value. FLOORS Manufacturer Thickness/Type R Value SLAB ON GRADE Manufacturer Thlckness/Type R value Width of Insulation Inches FOUNDATION WALLS Manufacturer Thlcknoss/Type R Value, GENERAL CONTRACTOR LICENSE NUMOER B {A01(f)BKWNP1T10TITLE DATE INSULATIO N'CONTRA 0 LICENS UMBERAM /� d BY TITLEICZ44,17 DATE Fig. 13 8-14 RESIDENTIAL PLAN CHECKING GUIDE 12/90 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER �� S A.P. # • GENERAL ker Plan Chec �oning requirements: (sideyards and number of permitted living units). ��Vation. 6:_�51�ans signed by designer. . .Proper description of work on application. �3-ski-ag-v_io].azions_on_-pr-operty . ixfees, Health, Developer Fees, License law; etc).' /�•^ ^..•v}i�c-�= i-=.sero-��QR . . . PLOT PLAN . C mplete parcel size and dimensions. ;acks, sideyards, easements, etc. Other buildings or structures. -=- n g ; f-i34s—, &a -i -nage . 5-` Flood hazard. i 6e;--C-HF-,-f-ire-sp-ri-nklers.,_non=comb- --an.d feun.datien°s) . FAU & FAS road setback. FLOOR PLAN Complete 'to' scale plan with dimensions. -ugh-t�arrd--vent i l at� on-{-�e-c�70S) . 3--Re'q�tired-w�rrdews-�e�-•-seeomd=-ex��--(=Se°e: 1204) : _ fr.--S�g#t-�-(-6i�a-p•�e�-34 &see: -•3-207):-- 5---H-o�pac- glass -+Sec . 5406-) . —' . ./GFCIs in b tis_, garage, keen, and exterior outlets (Article 210-8). Elf Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. i�rg-=-ami--c�oo�ing-equ3-pme•n-t, ot.he._electr-rcal c-�-ga-s-eq-u-ipmerrt . age- i�ewa3-1 ,—doar-s-rz-e,end-c eser-{-Sec- 503•(`d-)3) ) 1 3'0" exterior exit door (sec. 3304 (f). 1-2. F-ir-eppl-ace-and-wood-stove l-oc-a-t-ian-,-a-l-cave-s—an•d-c-lear_an-c-e. .1—Smoke--deteetor--s-(-Sec . 1210) . Y4--P1umbbi-ngf--i-ict-u•r-es-,-wa-t.er c-loset-clear_ances-and-shower size STRUCTURAL DETAILS I.! Standard bracing or engineered design (Table 25V) 2.si-Qa---o-r sPli t--i-evel-ho-ti-sa r-equ-i.rin.g_l.azer-a-l-4esa gn . Foundation plan complete enough to construct building. treiFni-details-e.,_„ ��gh-to-eanstra��-band,,•g: r.Elevations and wall construction details complete enough to construct building. of construction details complete enough to construct building. after ties or bearing ridge beam 1/s :ra-rrage door or porch header sizes. 1 Stud heights. Li nuy`.1.,yc�^.v��S—=--�nc..•_�_.l >>nri n. n. 12/90 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS.ITEMS TO LOOK OUT FOR 1..--.-- - a is : andi-n ,--r-as.e-a.n.d-r-u n ;-h•ead-c-1 earan-c e—h a drn a 11 s (Gee -.-3386a ' 2 . �i�de-t�ai�s-(-S-e•c---�7-i�-&�3©6'(J )-' 3 :—'H'f'irk-emst-o-�--venee�(Glra-pt--e-r-3fl-r to for pias er weep-sc-reeds--(Sec—.4-7-0 64 Proper roof pitch for roof convering (Chapter 32). '_�of covering type - (fire��ard). Y n. �$. 36" halls and stairways. rom-sepa--a-; i .n-r-e-gni-r-ed-an-gar-a-ga—srde eacxt-s-o n-t-h2-e,e= s t -o -r -}-d we-l�l-i-ngs-(-s-ec . 3 30- -3-&-see--M.eza.nn in.e.s - 1716) . Attic access and ventilation (Sec. 3205). UH4&ee- �_ ]-grent la i-ora-(Sem-2�16� . 1�3-r-Ge�brrst�an-ad-r-��o���TICu7e�-bu-r-n%n-g-a-p-p�.a.noes-=-�L..-�.-G-.-re.qur-eme-ets . i ex�e-t�-o-n- u-p1e-xe-s-. er-gy-des-ign. 1 Flashing at all exterior openings. 17: EDF r-e.sp.&n-si-t-i3-e-a-r-e-a--r-eq-x-ir-e.ments_ Pi PERMIT NO. 1035-77B PERMIT EXPIRESCI.;M OWNER Maria Thompson " CONTR. owner LOCATION (A.P. 64-66-17_ port. W/S Skyway,app.400'S.of Cedar Rd., lot ��2, Ma€ Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E ,los FINALED (Date) 92— (Signaturbf Setback Forms Main Bid Footin Stemw Slab Piers Garage Footin Slab Carport Footi Slab Patio I COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Firewall Soil Piping Parapets 1st Floor Restroom Finish 2nd Floor Windows 3rd Floor Siding To out Roof Sheathing Water Piping Roofing Sewer Fdn. Vents Fixtures '---- Garage Vents Water Htr. Insulation Heaters �---� Prov, for physically Appliances handicapped Cooling Conformance of ex. Gas Pi In &Test structure Temp. Gas Final '17 —7 Sanitation FIREPLAdi Final Footings — Footing ELECTRICAL t. Reinf. Steel T INKLERS I Motors Mesh MECHANICAL Gird. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final z MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALL&IWNN - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping ' DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) +J_ COUNTY OF BUTTE DE ARTMENT OF PUBLIC WORKS 7 County Center Drive — , 7 .)�gville, California 95965 L/ /%— Telephdne:534-4541 7 u (rte APPLICATION AND PERMIT BUILDING Owner 7, A ���,� �, �� SO. FT. OCC. BUILDING VALUATION Mailing Address 0. i S` a ` C 0 Telephone No. R7 7^ S 7W Fireplace"-00� 3 4 Z - 575731Contractor Q CA fl -t/ i2, , Total Valuation Mai I i ng Address Permit Fee S �- Plan Checking Fee &/or Penalty Telephone No. Permit Fee 1 S-�— Building Address pF 5 a14 ®` S,0 PLUMBING No. @ FEE PERMIT FILING FEE $3.00 J r Each Trap 1 1.50 S. Repair drainage or vent piping 1.50 ` Water piping 1.50 Sr 0 (' a Each gas water heater or vent 1.50 A. P. No. (p �— Itp�p — / It, , Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Vure S FireDeptJ Fire Zone Use Permit Building sewer 5.00 EOA Parking P rcel Plans eclaration arcel a 0' R/W P Im r p oveme is Lawn sprinkler system 2.00 Id PI ec arcel ApZova Plans royal Permit Fee NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service 100 AMPOR V OR 5.00 Main service EA. ADD'L too AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ OVER Main service 1100 AMP OR LESS 25.00 Main service EA. ADD•LOOt��006 AMP 1.00 NEW CONS. DWELING OR ADDNST (ACCLBLDG92GD / &) 20sgft NEW CONSTR. MULTI -OUTLET NON.RESID. BRANCH CIRCUITS) 2.50ea NEW NCONSTR. (POWER APPARATUS &1 ON-RESID. (SINGLE OUTLET CIR. I CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) 109 Ex. Occup.FIXED APPLNS. OR (OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ C) � WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. Elhave placed on file with the County of Butte a certificate of 'workmen's Compensation Insurance. I certify that in the performance of the work for which this ermit is issued_ I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 J- Heating Cooling Ventilation Hood 2.00 Permit Fee $ _ $ �— I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE S'� auntunte represeniatives or the County of butte to enter upon the above-mentioned property for inspection purposes. pp X ate o2� Signature of Permitee or Agent Receipt No. /U_g S1 3-,Z-. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF,,FIUBLIC WORKS By Date �a — 7 6 Bu ding permit expires Date ��� —7 _J r -COUNTY OF BUTTE — DEPARTME�UT OF PUBLIC WORKS • ,- 7 County Center Drive -, Oroville, California 95965le��36 77 Telephone: 534-4541 / APPLICATION AND PERMIT All icN�cocn aaUVGJ vl um a�vullly vl OUIIC lv CIIICI UIJUII mu above-mentioned property for inspection purposes. ate `'�ZZ — Signature o ermiite/ e c;7Agent Receipt No. /6()f(, Qe White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO 0 PUBLIC WORKS BY Date -717 udding permit expires Date 3--5- BUILDING Owner ()PK .S SQ. FT. OCC. BUILDING VALUATION arc . Mailing Address Q+ 80 �., i4ta t I oMe Ila. O Zi ' Fireplace(\//,?—,Contractor 0W r 8 • Total Valuation Mailing Address Permit Fee S-- Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ — Building Address (Ai S W PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Q ,S 091— lL P Each Trap 1.50 ' Repair drainage or vent piping 1.50 Water piping 1.50 L-07--WZ Each gas water heater or vent 1.50 r _ 1 ,� A. P. No. `i Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F S� io Fire Dept.Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans arcel Declaration arcel Ma P 60' R/W Improvements p ovements Lawn sprinkler system 2.00 Bldg. P s Recd arcel Approval Pla pproval Permit Fee $ $ NEW ❑ ADDITION Er UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 -- Main service 1000V OR LES SLESS 5.00 AMP ORS < (. _ Main service EA. ADO'L 100 AMP 2.50 Single FamilyXJ Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD•L 100 AMP 1.00 NEW CONST. DWELING OR ADDNS. ( ACCLBLDGS. OCCUP. &) 20sgft NEW CONSTR. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS & NON -RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: Y Ex. Occup(OUTLETS OR FIXTURES) 50 BAL2j Ex. Occu FIXED APPLNS. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 1 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 'have placed on file with the County of Butte a certificate of ❑ Workmen's Compensation Insurance. ^ I certify that in the performance of the work for which this �+ permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 is TOTAL PERMIT FEE icN�cocn aaUVGJ vl um a�vullly vl OUIIC lv CIIICI UIJUII mu above-mentioned property for inspection purposes. ate `'�ZZ — Signature o ermiite/ e c;7Agent Receipt No. /6()f(, Qe White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO 0 PUBLIC WORKS BY Date -717 udding permit expires Date 3--5- 4 .LsN1v 11 11.4 VL 'I I I%a :%a 1 %J 1 L- IV I 1 NL -IV 1/'111 VV I I -I x!-1LIP I -L.. a i r I 6Q81 -o11. 31 1-/X11 37'-0" 151-011 16'-0" 19'-6" 17'-6" 2'-8" 10'-4" «....... ..,......,r........., r.........r ...,..,�...�..�..� .._. �......r......w...,�...�.�...........:..............�...:... ,......_ ....., ..... �....r....�.....:.:........r..r. � 9550 ,.... ,... { 4 CONC. SLAB).... .r....M....-....... ,...�..�.. .r...�.,., 101-411 10'-4" ..®10'-411 L= 51 /2' ._ ._...... L= 31 /2' 110 — 2 QNB 6X10 DF#1 6 10DF#1 6X10DF#1 2040 8088 ;2040 2 1 � ----------------------------- 117 --� — —— — —————————— —--—— — — —— —- MSTC40 MSTC40 MISTC 0 MSTC40 5 1/£3X 13 1/2 24F -V4 GLB MSTC40- TEM ' TrEMp. 6X6TYPW/CC&CB i �,- - - - COFF. CEILING LINE - - - - - -o .` c - O / fq -ociaPHC72 M .-- - 41, corvcTr= SLAB)FD14 I MASTER E DIVI M .fig 1a II " CAD GENERATED HOUSE FLANS "INTER. /EXT 3•D VEIWS AVAIL. *DESIGNED AS YOU LIKE JIM PEPPLER (530) 872-1344 FX10F. (530) 514-3991 CELL PABCX 1646 PARADISE CA 95967 1-0 ao N cn Lu Zi 0 Z Z Lij Lij CL Lij `moi uZ/My�. W O II im 4x6' , .. -i 1 arric 1 s I zZxyo ';X Butt ou �_- __1 �- c � . I .� � 0 037 : 1 11 0 16 -$ Env n ental Ith 11 it _ 13 10 .. 71-011 .711-011 SCALE. 11� -- 1 IFT. TI TITLEFL S"IMBOLS KEY: = WALL LINE i\ m SHEAR WALL SCH. �.# �# ``FL04in rLAN CROSS SEC. / PG NUM. W FOUNDATION WALL/ DETAILS i A CONST. DETAIL / i \PG # .. SPG #„ ' w. t . ar-rkr �-.--. '.-� w:.::_.• .•,.r. '3;. .. t. ;w+xa r=E�..xw-.--...:� INDEX FLOOIR '1 FOUNDATION 2 ELEVATIONS 3 DETAILS 4 ELECTRICAL 5 PLOT PLN, PHDS i I 200 AMP MAIN L- 4' 2 PHD5 50505050 3 PHD2 L= 6 114'1 PHD2 WMM rYMefs ww, Yr. uYtl,l, Y,r1Y YYY YYIIU wNYgM � iW� nis.-.Y •,.,,..., w.—... nWiY ��aMI r:-„.. w -w. —rM .r.:- rY,M. n.�� -YIM a,-I,I -ws W wnr a� 47'-011 rr ... .711-011 SCALE. 11� -- 1 IFT. TI TITLEFL S"IMBOLS KEY: = WALL LINE i\ m SHEAR WALL SCH. �.# �# ``FL04in rLAN CROSS SEC. / PG NUM. W FOUNDATION WALL/ DETAILS i A CONST. DETAIL / i \PG # .. SPG #„ ' w. t . ar-rkr �-.--. '.-� w:.::_.• .•,.r. '3;. .. t. ;w+xa r=E�..xw-.--...:� INDEX FLOOIR '1 FOUNDATION 2 ELEVATIONS 3 DETAILS 4 ELECTRICAL 5 PLOT PLN, 6 PG, IbPr�wti'.,lI:.4 3X4 5X4 3X4 3X4 12-0-0 112-0-0 1 .5X4 6.00 4X4 2-0'0. aG!l fJe. �rr4i.4S� 1 , Exo.6.Y',•93 R-12224 N- 3.50' R-1222! W- 3.50" PLT. TYP.-ALPINE SEAN --114562 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE 0.2500 ALPI4 tR11INt["tO .PYMX,S. IM. Tx"S Agaut=R 11nom CASKDESIGN CRIT: UBC REF R427 --1943C spa o I� o t� **IMPORTANT*X DWA Sot ! 1[6Pa"111Du Von ANYWARNING IN RMIM, =[PtcIIof Am mysATIO"rxx MESE smarfcAifos 00"NVIAnaN FOON SPACINI.SNs 'WT -Is•. swim "coo "MUS: TC LL 30.0 PSF DATE 08/28/90 „C= IRIS MISH.ON ANY PAILLR TO fAnLO TNS TKO In LOWp%"MZ CONKNIANY ANO r11COM4A7ATI04-4Irl1. cv 'cam an 1=3 vm m-•wAITY,s/ea+auo WISS' By IPl- K,rflk CONWCM4 IRIS DESIGN ran aronta«L SMIA, r[wu- TC OL 10.0 PSF ORWG CAUSR427 90240033 Fai C= C7 .. '® C� Au : PAKFACTAM t'r"ON X20 =� SAM SAVA"IAo ' 117[[1. WLISS Npft 7"ACIW +RNUI"uawr11.' L►4tc11 OiN11M[st .t = _AL`PI d ally "Ifs aim "IMS WrAMM011 a ASIN Au11 MIX A. SHOW TOP CNOM [HALL K LATIPALLY DRAM CA BC OL (U) 5.0 PSF CA -ENG PL aP►I.Y COMM.ON .'70 /a7R r1Cty'it tAOTN.AIM Aro LOCAT[ Y37H tM7aPs11,Y A77A0t110 rLTrOOp fw[A1"INq ' TRUSS ra' a+aNN."1uNVINt SIDriO Me �- "o"I"+L Vw[s11 olltRrlse tNwN. eoTlw WITH AIM caltim to Nuclw TOT .LD 45.0 PSF 0/A LEN 24 '. otuS"=s7Artl►ro11 'LOKO"N WI7R'AWLICA".t r"WIsIPi . or As .0'. I►IM cm CKSIS". DO 7 to THIS II �fl II�li� 1�III� DUR .FAC 1 .15", P,I T CH 6 0112, o ca c� cif ® ® "Nco uo nn oclf. ,; otaNxN WITH rlgE Ii7YKfAlNT IIRAT[o LON![". " I ' =--Tri - IgA[ PLAT[ IN11IMI HOS - NATIONAL LR11ItN SPECIFICATION POT "OW COMTAMIIaN SPACING 24ti Q TYPE-n$=t,�MN 4 'u - -r - -- _ JOB: 308233 NASH THIS DWG. PREPARED FROM COMPUTER INPUT JLOAOS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD2X6 I,FIR-LARCH rfT2 TC X -LOC L -R: 0.29 6.27 12.00 17.73 23.71 BOT CHORD 2X4�FIR-LARCH ' Oi n WEBS 2X4 FIR -LARCH STANDARD BC X -LOCI R. 0.29 8.18:15.82 23.71 D C CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH (U)BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. t REQUIREMENTS, OF I.C.B.O. RESEARCH'REPQRT',#2949. r' a TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED N ALL PLATES ARE :CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PURLINS SPACED AT -A MAXIMUM OF 24" O.C. v SEE ORWGS. 1307.& 160%16OA-F FOR TYP, PLATE DETAILS. ,LOCATION CONNECTOR PLATES DESIGNED FOR GREEN LUMBER ;PER NDS p i NOTE 'e2X4rN93 NEM FiR OR BETTER;;CONTINUOUS LATERAL BOTTOM TABLE 8.18. N CHARD 4BRACIPG 72rMAX } O:C £REOUIF2ED ' AT.TACH WITH : ., I, 2 16tl xNAiLS �BRaCING4IS..NOT REQUIRED .' IF RIGID:; CEI_L_IN a ,A. iS�'A7IAQF�EQ�DIRECTLY=TO BOTTQM CHORD:' -BRACING MATERIAL 0 TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE W v- SUPPORT BY ERECTION CONTRACTOR_ W 3X4 5X4 3X4 3X4 12-0-0 112-0-0 1 .5X4 6.00 4X4 2-0'0. aG!l fJe. �rr4i.4S� 1 , Exo.6.Y',•93 R-12224 N- 3.50' R-1222! W- 3.50" PLT. TYP.-ALPINE SEAN --114562 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE 0.2500 ALPI4 tR11INt["tO .PYMX,S. IM. Tx"S Agaut=R 11nom CASKDESIGN CRIT: UBC REF R427 --1943C spa o I� o t� **IMPORTANT*X DWA Sot ! 1[6Pa"111Du Von ANYWARNING IN RMIM, =[PtcIIof Am mysATIO"rxx MESE smarfcAifos 00"NVIAnaN FOON SPACINI.SNs 'WT -Is•. swim "coo "MUS: TC LL 30.0 PSF DATE 08/28/90 „C= IRIS MISH.ON ANY PAILLR TO fAnLO TNS TKO In LOWp%"MZ CONKNIANY ANO r11COM4A7ATI04-4Irl1. cv 'cam an 1=3 vm m-•wAITY,s/ea+auo WISS' By IPl- K,rflk CONWCM4 IRIS DESIGN ran aronta«L SMIA, r[wu- TC OL 10.0 PSF ORWG CAUSR427 90240033 Fai C= C7 .. '® C� Au : PAKFACTAM t'r"ON X20 =� SAM SAVA"IAo ' 117[[1. WLISS Npft 7"ACIW +RNUI"uawr11.' L►4tc11 OiN11M[st .t = _AL`PI d ally "Ifs aim "IMS WrAMM011 a ASIN Au11 MIX A. SHOW TOP CNOM [HALL K LATIPALLY DRAM CA BC OL (U) 5.0 PSF CA -ENG PL aP►I.Y COMM.ON .'70 /a7R r1Cty'it tAOTN.AIM Aro LOCAT[ Y37H tM7aPs11,Y A77A0t110 rLTrOOp fw[A1"INq ' TRUSS ra' a+aNN."1uNVINt SIDriO Me �- "o"I"+L Vw[s11 olltRrlse tNwN. eoTlw WITH AIM caltim to Nuclw TOT .LD 45.0 PSF 0/A LEN 24 '. otuS"=s7Artl►ro11 'LOKO"N WI7R'AWLICA".t r"WIsIPi . or As .0'. I►IM cm CKSIS". DO 7 to THIS II �fl II�li� 1�III� DUR .FAC 1 .15", P,I T CH 6 0112, o ca c� cif ® ® "Nco uo nn oclf. ,; otaNxN WITH rlgE Ii7YKfAlNT IIRAT[o LON![". " I ' =--Tri - IgA[ PLAT[ IN11IMI HOS - NATIONAL LR11ItN SPECIFICATION POT "OW COMTAMIIaN SPACING 24ti Q TYPE-n$=t,�MN 4 'u - -r - -- _ t i s.,».,..,.ri�.»,:...y..,.-.M..�...,w.,.,,,...,....Y.�,,.-.»,_.�:.,.,�.;�-.�a.�H..V.a....�...,...�_....x,_,�.�s..:,fl,.._...,...e._w.....,,..._...,r..,�...�,.�..,:..,..,..,..:.w..�..�..M........_.�._......_.,�,_._v�....._._...�..,�H�.._n...._._...�.�...w......:...�..�_.�..,:�....e........_.... '�`ttis s+l of o ins ahs s*ec 1�I1lST be NOTE.—All Materials & Workmanship Shall �e Accordance with Recognized good Practices and Rept on the job at all times and itis unlawful to . of a quality prescribed fortheSpecified use In the es or alterations on same without melee any Chang . Uniform Building, plumbing & Mechanical Codes and written: permission from ti►e C�Ppart;hent of public - , the National Electrical Code. .o. Works, Cee�rty of >3�,tte q-4m.im ROev: rtmor ihn inn w2aD t E ..r "C`�� Ali;✓ AM 89and vemitat (m per tea. 32, -DW. u.. MA NO wwwe- .w V QQ IL t1K the V selbsokJ.i� _ t .'�"d, :Ya d. ,✓"-% �. � i'4 ,. .,i " j 2 C+ .. `� ell 19kfL fVOIR the ioi.71{i( ry yf }7 T 1 C911�u19 s3tiiu be Clear of I! 1 a, %l1 Ou"W urea or equipm nL except for o ease overhang �}- ! o / PibV1d6 tit" X iO" Sticha' bob Z i ! -� VOC malt. and vviihhl Provide untf tx>� " "i !r f p y w Provide approved flash. ani sd1®xterlor opon tip ,'—._"-__._..:_......_. �,......._._.. _....._... :...-., ..,._.... ...e......-. .. ;..sem..__...-.» ...._.��.....--ate_..` .»_...�._,... .._..�,_...-..».... .. .... ....: ... ... r S 3 f p.. C' ! : 5�- /tea - D.�� � �.�so,� �G in a r im W. G irk L EIMIML '.,h .� +p��+a •�,, Via' a u�. c>'� � a,ss� .��'�`}a C C V, 1 T ��erar/ J' i � l) t .1 _'�.w....._ •. . _ _ __�—�Y:N�YMiM 11�YliM1+Yw •• .. _ .I. j' �Y IC IC ►w for I', the fest �E cc3 R��c�r Harrrt�nd'Schcr. X06 99 bS Z8 08 ez 9L vi zz 01' 89 99 tr� 1' �9 09� as 99 b9 Z9 09 � 9� �� _ i _a _ a -�u _i_::� �_ _�� i J�_ I I_ �i_I_��iTiTii �_�� _� :_i _ _�rtffl 1 t / 20 MCCAIN ASSOCIA'T'ES Pa. / or ARCHITECTS ENGINEERS SURVEYORS JIM OATS` 7r- : 9 7cg, w 555 EAST AVE CHICO, CA IF. JOB NO /7Z7 I r � R n /`4qc ,1 14>rg7-10olti/ ;,,,moi=- 7" 614:,:', /,V /=%r5 7 / =C.0 �A--'' s/ �f-: s ?s ?VX. 5/,-I I= 44' 4. C14 i` y� ,,,�jr �y �►: J � n it �o �� U 0 b -Imuz�� i IN 17 06 9 U W, V DATE. MGCAIN A.SS©CIATES ARCHITECTS ENGINEERA. SURVE%OR6 .�® 5515 EAST JIVE CHICO. CALIF. ztr a PG. 0 OP Z, --- •-- r e !— f QliU�' � %'fit �• � ' , iwil, MAI n ,;' �'•v�aa,•� p � �:c �: � �+dam �o r,ni ;i�,� a, �a m � r ojo „ � as :; a� d' �';� ,� � erx,,�,, ar' ,., , ; .r m'�, , � • •� aS P w �,KA mak' � ± .�"��.. A4Plb i� �da,c �i'. (4A ''. '� {f1. � �: c a SUM', COUNTY BUILDING 05PARTMENT - No .fw cher divisior c;nfif GO' of 44ccpss fids been nrovidkb,J to the rj.) Olicly mein tainecl road. n ; O N/ E D l s a- 476. T7,; ' y2'�R�t3AR 261 77 , AC kOA� -2., Non Er F,„usive punlrc easement for ingress a,7d egress dtr iur �+a?.•1rc ,.' Y% i''✓t�antes oril to be reserved in Deeds. C. C. s �.. C) � r � '' .�. _ .�.. 0,,�J El.�1 c. I f� / t l d t.« t_J :;X/ter7'Nr3 VVLIJ. Softie sygs�r �np�`-� %e;cab a 1.� e!�p I�►W QY (i C!r(” ^,1 J I Z'I A:� i.11 Y �� f„!� 5.1 S yvi 1 ►c= Ctiuir�y Heca(fli Dol)i`. pw�, Cj Cpl NE'➢31 E?Cl' S. X3 CERTIFICATE �.dcqr of-- ._ . _«, 1976, at __�.m. �•, Pc ce; f: ap», at pPage- «.":_ —e?t the request of 458.57 t. f „ REIB R 5 I -ho side prop, rty lire ani{ 150 tri+ `�'entorlint") of the road, porlilitti,,q k A maximum of 11 2 ft. cavo oveltI10r10 B IL)ING pEPART►vICNT APPROVED t l 5(JRUEYOR`5 CERTIFICATE This map was prepared by me or under my direofion, aw,41 is ioased upon a field survey iso conformance with the requiremenfo of t'fie CL r z 11 s. no 243.57 ,� �"OUhITV t_J :;X/ter7'Nr3 VVLIJ. Softie sygs�r �np�`-� %e;cab a 1.� e!�p I�►W QY (i C!r(” ^,1 J I Z'I A:� i.11 Y �� f„!� 5.1 S yvi 1 ►c= Ctiuir�y Heca(fli Dol)i`. pw�, Cj Cpl NE'➢31 E?Cl' S. X3 CERTIFICATE �.dcqr of-- ._ . _«, 1976, at __�.m. �•, Pc ce; f: ap», at pPage- «.":_ —e?t the request of 458.57 t. f „ REIB R 5 I -ho side prop, rty lire ani{ 150 tri+ `�'entorlint") of the road, porlilitti,,q k A maximum of 11 2 ft. cavo oveltI10r10 B IL)ING pEPART►vICNT APPROVED t l 5(JRUEYOR`5 CERTIFICATE This map was prepared by me or under my direofion, aw,41 is ioased upon a field survey iso conformance with the requiremenfo of t'fie ._ ' ,. '-I'i,. • " ,• ,� ,jam/ o �I _ .fir//�� .rr•-ua,vyr»a --- IIAll r AM'1•MI/- M• o ,,. r •' m 1,17 Rum m Y. 1 1I I I I1 I I I ! I II I I III ! I I it 11 11 I III( II ICI 1 ,1(I IIIIlI(Ill( ` I 11 (1 iif Crl IIIIICC111111CIIIirlgl�i 111, Illl11i11111 C111�11111111 lit( CI111 ilii(III�IIICI(11(I,II�(1Il111CIIIlii �Iiilllr 1(1!(1111 111111rIC11!! III I ! 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No m4lc� "'Vro r t _�4 x /0 7 7" 'lost PROME MERGY IMULATION IN ACCORDANCE WITH APPLICABLE PROVISIONS OF ARMLE 6, v /1 Z, t�� > q %/ re Ai�r ton 6P7 �"Q' C"'� JUL 3 0 1976 77-1<:��A� -,too US �'C7� 1 " , '��7 �C' I /A/7 - W 4 + I'J"O'e 'enz -44 14r '4AI 6-9 7',05- 7 -;LP 10�"4 450" _r "'Alt"10V'S w1r,141 o/04,57 //Y 7V ,- hleR,6 olcg? ::z V 71:ZP/— `V�- dr-`ok ,VV 7Z:: / Ot g=" r/Al 4.,,V V.� & IvVoPo�� A 01A� M Moials & WpAmarAlp ShoP Be In Hardlnrw With RoaponIzed Good PmefirA10 and lit vorlbed $or Ae Spocified ow to 0so co'do. 1*4 BUr'rE COUNTY BUILDING DEPARTMEW APPROVED This so+, of plans MUST Eo szopf on tho int, rA all Omes and it is unlawful +0 w4e anv ch—ofn-s o- r.4tra+1pns,,n some withouf welffen pevomt,4-ir forsm 1he Mpar�ment of Public WtAs, Counfy of Ou-'to. 4 0 Nw ;I I 7_lroq."� 4 �'i fib y, ,A- Z i: _2 x 4S a--. Pit V 7; .X e�" 7? 0, AJ WO x MCCAIN ASSUCIA-17ES (916)343-82219 'AMIW 555 EAST AVENUE CHICO. CALIFORNIA q5926 ARCHITECTS ENGINEERS SURVEY054S lob No- Drawni Appmed: Date: 14,,f4- roo P-7741