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HomeMy WebLinkAbout040-480-020RONALD BORGE 40-48-20 d #1 Laguna Ct � d ` - Chico lot 20 B06-2880 040-480-020 Permit4j-8-87B-�p ESM new ^singl3�amily) f r= i _20 - MISCELLANEOUS -Re-'Roof a } •-RE:ROOF COMP-40,S-:'S�c a I LAGUNA CT -4048-2 ° .' 0 1059-89B, P, E KUINTZLE, ROBERT H JR•&GAYE LI O i i -eq 7 BORGES-, Ron Sl`, B08-0245 +OJ60' 040-480-020 #1, Laguna• Ct, Chico MISCELLANEOUS HVAC Change Out 'contr: Bonita Pools,, Orland , -HVAC CHANGE OUT • (new swimming' -pool) I LAGUNA CT ` KUINTZLE, ROBERT H JR M r C { ��4 n 40-48-20 1059-89B,P,E BORGES.7 ` Ron PERI #1 Laguna Ct, Chico PERI Contr: Bonita Pools, Orland (new swimming pool) owls CONTR. ASSESSOR PARCEL LOCATION Temp, Power Pole Called PG&E Temp..Elec. Service Called PG&E Temp. Gas Service Called PG&E J013 FINALED (Date) a Signature /dam = OK 0 = Not OKNot = Not Ready MOBILE HOMES ` MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4' Wood Awn.; Posts-Beams-Rftrs.-Connec.- 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / P' ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings. Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector Setbacks -Easements 6. Water; MH Test -Regulator -Connector . Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval Pool S c re; Steel -Connections -Thickness - 8. Gas and Electricity Tagged IDe -oning 9. Exits; Insp.-Sketch �. I eptaci6s and Lighting, Distances-GFI 10. Cert. of Occupancy I ; P ting; 15 volts-GFI a I closures; Conduit, Entries -Terminals -Listed PtIper, Bonding; Metal w/5' -Circulating Equip. -Heater y Bing; Equip. w/5' -circulating Equip. -Pool Lghtg.Card-B1 Date Card -81 Date Iec.;Groun ox sures-Panelboards-Ins. to Main in Conduit Card -131 Date Card -131 Date 4ffftth Department Approval •.�"� O lumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date ti Card -81 Dat Card -B1 Date 5 89sIt" t 71 1 • 1 I .f 111 • I i • 4 ` VK - ° = Not ° plicable RESIDENTIAL (Single and Duplex) - = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. _ 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48, Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel- Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53, Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection -62.•Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -131 Date Card -131 Date., 67. Stairs & Rails Card -131 Date Card -131 Date ', 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes &•No. of Conductors -Stapled 72. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 73. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuts in Kitchen &Conductor Size/G.F.I. 75, Plb., Elec. &Mech. Equip. Listed for Location 28. Su Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. or Cu or AlAl 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive -❑ Yes ❑ No; Walks 13Yes 13No; Planters ❑Yes l7 No 33. Smoke Detector 8f. Stucco; Brown -Finish Card -131 Date Card -B1 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -B1 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access &.Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 96. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Card -81 Date Card -131 Date 92• Roofing Certificate Card -B1 Date Card -61 Date Card -131 Date Card -131 Date Card -131 Date Card -61 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card -131 Date Card -131 Date 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) V,....l.�e...�,.,tZ.-,.,.�-•^.-*��f7.,�-*•"�:.�i-«-c.i.•...:e..i�x,.-+e.=te*.,.p--*..-g.: . COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT I 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 correctioy� of work is completed. If you have any question pertaining to this -4 matter, or nlei6d additional explanation, please contact this office immediately. s° L' ' Inspector. �IA ���P %� /� Date - c COUNTY OF BUTTE - bEPPATMENT OF PUBLIC WORKS . 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT )PERMIT NO. (1 ASSESSOR PARCEL NUMBER I c7.- elf-- ZD ZONING —) BUILDING PERMIT OWNER TELEPHONE a SQ. FT. OCC. BUILDING VALUATION Q� OWNER'S jMMAILING ADDRESS 7'�V�D� CONTRACTOR'S NAME l7 -V TELEPHONE i 893 CONTRACT R'S MAILING AD ESS - Fireplace CONSTRUCTION LE ZQ UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee ARCHITECT OLENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �L�y-' Permit lee $ a- � 5 a PLUMBING PERMIT Filing Fee 10.00 �'f OU C �� Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Q10 Each qas water heater or vent 5.00 USE OF STRUCT`"E SF ❑ Duplex❑ Mobilehome❑ OtherLG�c9/f-%� ���� SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G I W 0.00 ea. TYPE OF WORK NeVA Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: � �- •�� - 96 Permit Fee $ r-0 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1000V OR 0 AMP ORSLESS 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): f�f UT I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full forced effect. License No. Classification Elas 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 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.pI OR ADDNS. ACC. BLDGS. 1/2 0sq ft NEW CONSTR. I -OUT LET NON-RESID BRANCH CIRC TS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR, EX. OCCUp(OUTLETS OR FIXTURES DAL030 FIXED A EX. Occup. OUTLETS P(RESID.)REA.J 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee ; OAU 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 shal I 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 1s correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agre to save, indemnify and keep harmless the County of Butte against d expenses which may in any way accrue again t s Id unof the granting of this per t. all liabill as, jud!22!� X ` Date Signature of Applicant — Owner ❑ Contracto-9— 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 $ TOTAL PERMIT FEE OCCUP, CONST. E sc oo .P Loop — PARC PD HD 139UE This permit is hereby issued under sions of the Butte County Code and/or work indi ated above for which D R F PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. rJ WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEP,ARTMENT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER len AJ A. P. No. 441) Proposed Building Use _,,Z �J , „ Building Inspector Date � /�_ — S� •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. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered -truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ............... ......................... . 11. Park fees paid " .................................................... 42 12 - School District fees paid ................. 13. Sanitation approval from _� �n Health Department ... 14. City of Chico plumbing permit ..................................... . 15. Plot plan,and business license approval from City of t~ (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: r ,17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... -19. Pre -Inspection for required .... Prelding In. rector to • � Building Inspector !111 (Date) 20. Contractor's license information (No., Name Style, Classification) ....... \ 21. Certificate of Workmans Compensation Insurance ................I.... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other x, Applicata - - Date k Copy of plans sent Health Dept., Fire Dept„ Other Date 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---naiI—counter by date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date /S`- Plans approved by. �Z� Date Sets of plans on ho)'d in File cabinet AP folder Copy—DPW `\. TO Buildinv Department -� FROM: Environmental Health SUBJECT: -Sanitation Clearance NOTE I-111'fA' &=_ Sanitarian _1-�Z--0 Date Owner Location AP# Plan Approved for: Sewage Disposal _ Water Supply Hold final for: Water Supply Final clearance O.K..for: Water Supply Clearance for _ bedroom mobile home. Other NOTE I-111'fA' &=_ Sanitarian _1-�Z--0 Date .�yg � , "Fri=y, f� � �,,�' �Y r �'r 4 � -_ -..,,� ` yt' - � .✓'' ,. cA _� �p ., � a� . six R eat _aw�-+' S - _ ® � 6U7zdFZ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website:www.buttecounty.net/dds Permit No: B06-2880 Issued: 12/21/2006 Address: 1 LAGUNA CT CHICO APN: 040-480-020 Permit Subtype: Re -Roof Owner: KUINTZLE, ROBERT H JR & GAYLE Applicant: KUINTZLE, ROBERT H JR & GAYLE Description: RE ROOF COMP 40 SQ.'S t-1 6-3 Inspection Type IVR INSP DATE Set ac s 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 pc (a~{a PERMITS BECOME NULL AND VOID 1 YEAR FRO MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE, COUNTY BEFORE PROCEEDING M THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR' RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy 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.net\dds PROJECT INFORMATION Site Address: 1 LAGUNA CT Owner: Permit NO: B06-2880 APN: 040-480-020 KUINTZLE, ROBERT H JR & G Issued Date: 12/21/2006 By TMP Permit type: MISCELLANEOUS 1 LAGUNA CT Subtype: Re -Roof CHICO, CA 95928 Expiration Date: 12/21/2007 Description: RE ROOF COMP 40 SQ.'S (530) 342-8977 Occupancy: Zoning: SRI 0 Contractor Applicant: Square Footage: OWNER KUINTZLE, ROBERT HJR & Building Garage RemdUAddn 1 LAGUNA CT CHICO, CA 95928 Other Porch/Patio Total (530)342-8977 FEE INFORMATION Re -Roofing $220.00 Total Charged: $220.00 Fees Paid: $220.00 Balance Due: $0.00 Receipt No: B1277 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License OWNER / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not than five hundred dollars 12/21/2006 penalty more [$500); Please check one of the following: Contractors Signature Date ® I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE AND the work himself or herself or through his or her own employees, provided that such improvements WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR E] are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ Section 3700 the Labor I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: ExP. Date: (This section need not be completed if the permit is or one hundred dollars ($100)or Tess ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X q 12/21 /2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 12/21/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection pslrposes. I hereby certify that I am the erty owneror r� aut ori d to aglon the pr erty owner's behalf. CONSTRUCTION LENDING AGENCY Q ` 12/21/2006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is construction lending agency for Name o Permittee [ N Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip :rButte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit a:3d protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations unders state law, contact the Department of Benerit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not requir3ed to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY PL(YE TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPRO VEMENT. OR NO) I NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRK TO PROVIDE THE PROPOSED CONSTRUCTION: NAME /(/1� ADDRESS CITY PHONE CONTRACTORS LICENSE 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: 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 Description: RE ROOF COMP 40 SQ.'S Reference Number: B06-2880 Applicant Name: KUINTZLE ROBERT H JR & GAYLE Signature of Property Owner: Date: l 211 — NO BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE M (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATION Last Name City irst Name r� Mailing Address / C iV City r_ State State Zip Ism) Phone 30 34{2.-'9471 Fax E-mail Lic. # APPLICANT INFORMATION CONTRACTOR Name City Address Zip City Fax State Zip Phone Page Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Page Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use onl : Zir Flood Zone SRA I Yes No Gc(: Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. z/i(„• 2$ BIN # PROJECT LOCATION AP# 0 L10 - - O 12- n Property Address City Gf C/%,I C'D Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate, of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: a&Js Sq FT- Living Garage Upen Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are nci refundable. 00 Received by:� Amount: _Bldg SRA Receipt #: Sheriff SMIP Date: e� __Other 2- A t— Total k Temp. Power Pole i e.Called.PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALE( Signature '- - - 6�ERM1T NO. 638-87B PME PERMIT EXPIRES OWNER RONALD C. BORGE r CONTR. owner ASSESSOR PARCEL 40-48-20 LOCATION #1 Laguna Ct, Chico OFFICE COPY - ., .. I Address ��� �� '1 %` r, I I GAS Meter By Date ELECTRIC = i Meter By Date OFFICE COPY Address GAS I Meter By Dater��2� �- ELECTRIC Meter By Date k Temp. Power Pole i e.Called.PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALE( Signature V OK - O' = Not OK - = Not Applicable MOBILEHOMES MISCELLANEOUS = Not Ready ' r Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK excepi-#'•s 1. Zoning Requirements -Setbacks -Easements _ 2. Soils-, Special MH Support -Sketch 2., Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -!Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthd.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location-Tesi-Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elea Card -BI Date Card -BI Date Card -BI Date Card -BI Date' Card -BI Date Date Card -B1 Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Card -BI Date Date Card -BI Date. POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Gas; MH -Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining ' 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4• Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting;.l5.volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed: 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal -w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip.=Pool Lglitg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Carr? B -I Date Card -BI Date Card -BI Date Card=B1 Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date V = OK O"= •lot OK - = Not Applicable Not Ready � RESIDENTIAL (Single and Duplex) �- Date UND FLOOR Plans OK exceptif's Date FRAMING (Continued) _ --V Z tng requirements -Setbacks -Easements 140. Pro Firewall & Openings A,fig., Main; Soils-Steel-Ele rn / /" Fig. Depth xt. Doors -One 3' -Check d story, 2 exits _ -_ tg., rage; Soils -Steel- / /" Ftg. Depth5 Staf , Widih-Headroo -Rise-Run and ing-Fire Protection Decks; Soils -Steel- / /" Fig. Depth _ I od on Roof Overhang- c Vents -Rafter Outriggers Stemw s, Main; Steel -Blockouts-Wrapped-Slabgal-Siding-Nailing-Veneer &--Wmwalls, Garage: Steel-Blockouts-Wrapped-Slab --63.-Stuccr�sh-Drip Screed-Fdn. Vents-Underflr. Access 7. P' _ aire#L�e-Flg.-Steel rea-Glass Protection -Skylights -Plastic Fall -Fittings -Test -2 way C/O -Sewer Test _ Pipe; Size -Anchors 1 Water Pipe Test -Anchors -Regulator -Service Test 11. ctric: Underground 1PI ms & Ducts; Clearance -Material -Support -Ins. �� hear Walls; Nailing -Bolts - if 1. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card - Card- Dat Card BI Date Date Card -BI Date Card- Dat / Card -BI Date Card -BI Card -B1 Date Card -BI IY9 Date Date Card -BI Date Date FI L (Plans) OK except q's Date VF P BIOK except q's 12Z Ejji ps-Door & Sidelight Protection -Landings 5 moke Detector Card -BI Card -BI ater Ht V Access -Combustion Air 1 Water Pi es Anchors -Nail Protection �Sll T ngs & Anchors -Nail Protection Tes First Floor -Tub Access est T .Shower, 2nd Floor -Tub Access t s Pi e: Size &_Anchors Date _ Card -BI Date Date Card -BI Date 58. Furnace; Vents -Clearance -Comb. Air -Connector - It�rage; Above Floor -Ducts -Meth. Protection 5 Bedroom ExitingPan' F.I. & Bath Fixtures & Tub Access Trim & Subpanel; Breaker Sizes -Labels Stairs & Rails 63 Fireplace or Stove; Clearances -Hearth 6-0rHtlets 6 at Wood Panel; Int. & Ext. Ki ixt. & A liance; Grnd.-Air Gap -Cooking Clearance 6 Elec. Outlets & Receptacles at Kit. Counter ` -57.-@af3jT'Fire Door; Swing -Landing -Close 1/7 Date ELE Permit OK except p's r irLaorA e -Damper xtur ransform earance-Ins_. Protection c. tact Spacin Lights &Switches at Doors S 8 No. _uctors-Stapled- nstalled Close to Edge of Studs & C.J. 2 uip. Ground made up w/Mech. Fasteners -Bond as & W r Appliance Circuits in Kitchen_& Conductor Size •�c 29,Subfeed Wire Size i- / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AlAI +-9;. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, Insulated Neutral Yes _�No -__ - %-ee- Service -Riser Conductors & Ground -Main Disconnect _ _ R�9�E Clearances: Pane ls-Motors_Mech. Equip. Clothes Closet Light -Shower Light_ Card B-I/�[ ��Date ,Q&7C_ard-Bi Date _ - (d"v / `, Caro B -I Date Card -BI Date 6 Wtr. Htr V ts!Clearance Co . Air Connect -P.R, . � Floor -Meth. ro ection �t 7 . Pit ='-- &Mech. quip. Listed for Location E Receptacles in Garage; (G.F.L)-Ro x Protea ` 7,Insulation-Foam-Looked - in Attic ETYes Guard Rails & Deck Construction -Post Caps 74. dn. Vents & Crawl Holleynlr-Drainage & Wood -Earth Cleara Lo d'tinder Floor LKYes 7 ollowing instld.: Drive es [I No: Walks Yes E]No; Planters, ❑Yes . Sto; Brown -Finish A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 7p/Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing � 0. x or Elec. Trim- .F. Receptacle -Underground 8 gg/ yyFi+ation throughout House Protection Date MEC NICAL (Permit) OK except N's 8 Corrections from Previous Inspections ag. SQA g " - --- � est -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval Card -BI Card -Bi 1 A.C. ucts. Insulation & Support _ _ _ _ 32: nt Fan: Exhaust above Insulation - densate Drain & Overflow: Size & Grade _ Furnace -Vent: Access -Comb. Air -Return Air Vent -115V outlet 5cAttic Access & Platform if Furnace in Attic _ Date Card -BI Date _ Date Card -BI Date gg' Energy Compliance Certificate -Other Certificates - - - - -- — - - - — - — Card -BI Date Card -BI Date Card -BI nate Card -BI Date Card -BI Date Card -BI Date Date FR IN tans) OK except q's Com tents at Final: s: Studs -Nailing, Spacing Bracin ares -Sound FF/Proper Material & Ancho eing Walls over Girders & Flo at ino _ Stop to Walls (rat proof)Stops Furred Ceilin�cs-Stairs-Chases-Tub er & Beam -Size & Bearing gers-Post Caps -Anchors -Connectors g. Joist-Rtir. Tie urlin-Root 8rec -Truss Shthnq.-Rfnq.eplace Ties or pe A F -Fireplace o Access: Size & mex Protection -Draft Stop -Ins. Baffles 46. B rm. Windows or Exiting Doors -Sill Hgt. & Dimensions -Garage Fire Protection Framing (NOTE Anentrymust be made each time youvisit jobsite) ROgy JLSC2LX1�1. 'f A.F' P. ILA TIoll Tiaick PrfF, "En t:,>rial. stance (P, Valu ) ,gj crl�Itrc -, P,e�t or ;;1a2,kegTyp®r<e2atec��+'.'. (R `�hlcf::neea(i ---��•kf.:.l..�'_ a alae)__."/ 9 .o,:, � --- rand Pderc �• !;ir:4.nn.ir., 1I,S.c)c,ae c"f�i • g ----.-_ The rcl�l Reaiatatace Brand tda�fir� (R vgltrkt) Fi,oall1: 1, , )•- L(1 laumber of EA^ --t= d' 1�-PTP T� 1 1lnCe l.c j�Vn.,!i ~ ---- -. ro(,r�al Reaist ? °Vpbx b:,,P. _ ` �Ib r T; Ti; 1-.ri.j•b•j a �,„ t2r3j _ 1'L(t)!t c3�neaj, ('ln_11 4 -� �.._._ _ �. �r9n!I �tPrinl�lii_..-..___, �$e.a:r1,1�ltrs�i��n,? - ThIC1cr7�Q (�'_"_ ��^. ra,i.. :l,(i.nNhancIle9)` "- ------ _._,. Errts)(I _..._ vrrme` �'J ''�••hl i 21(! u;,li,l, .""_-.-..._....._._:.�,_ __ ,�' �2a 1 }{(,(; It }.,'l.2CC t'? liuterial. Vrlsr ft a n) -"-•-....._.___-_ r_,:' r. } s v c c z t .i f "' —_-.-•...._.._._...... TI', • ".':;•r.1 in cns:C;,r7ri�nc° Y th2�4: Lha ah , eal With th® "'fj ,ifl do _?ltt:rirt^ lrtttulat.laatrst_c of Uat3Pos�.i�eEn�r,cYrRalcr�,'.In the Ii- r, C,. � 2"1' X74 o7, 7CP 1'i i2h'i� rJC—�— AI, - �TI!?N "_'`'-~_''--_`.' . •-- ... HATE -- -__._ OY }3,st 'Id .in certify the r. K 't (}.a i.n.,ui.nt!(7n dnv all qu,.rcci LY t;,(� Stas `Proved plrtns ,et red required i.teri� as shown All erduiP:n�nc °f CaliErrnict L.:1,1 QRequireu,env© bean inuta lor,ars;` Q('.-::itu , de:v.lce© and 2n t2a, rt 1.l a±'t r•(averi t, ar''ri a I a a r® tnt2 of the gtlality 1.>rt2acrAbc,d Y chc , . ' c1: CnIti.i'ort,ia° or are S .t r: ; f•t-�..l.��.�(r (' LC:�1.Ti; rii1S; IJ is r;;.•, • � .. .. :�i .,.L, I.!r; p•tc•r ,,:, G'1.7'r,zt7•r.tl.• -„ , �"' ,::,[:/,,•y, "0't/. ... '7iI: I'i±' l�:ILLi'�js, .l• ��'..`. , , COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-275+ 7 County Center Drive, OroviIle — Phone: 538-7541 u 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine Inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional ' explanation, please contact this office Immediately. i ® C 1 L4) �h(�C/ \)lS✓3^5 1 � VC�•�• Al cr r f O/% C� . i of �Q,: ► i! c .vCYC1 —��a u i s�^u C c - t �_� le— Aas Inspector !c Date 2 b a /11 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial:Way, Chico — Phone: 891-2751 5` 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-630'' CORRECTION NOTICE xf),��,? 3 OWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. x4 Inspector'/ Date_ ,l COUNTY OF' BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise- Phone: 872-6301 3 CORRECTION NOTICE ER a Us A routine inspection Indicates that the following violationsof 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 Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-,7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT Ni 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 matt r, or need additional explanation, please contact this office immediately. W OHO %iGr� Lo C� L -r %Lo dr - Inspector Datez?[11 /31 F COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7,541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER FLHMi l 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 eexxpp6nation, pILTas_e ,conntact his office immediately. r - ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. if you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date / COUNTY OF BUTTE, DEPART6ENT' OF PUBLIC WORKS P MI N 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT s ASSES PTLNMB ZON G IV BUILDING PERMIT OWN TELEPHO E SO. FT. OC BUILDING VALUATIONi OW R'S M ,LING, ADDRE ,�r .ey 7n_ CO TRACTO 'S NAM TELEPHONE CCIINTRA, OR'S MAILING ADDRESS Fireplace " 1 DQ CONS UCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT'OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 1•).00 Each Trap 144 2,00 v Solar or heat pump water heater 20.00 LOT NO. 01 SU�'gIVISION AME 0 PARCEL MAP Water piping 5,00 Each pas water heater or vent 5,00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00. Building sewer 5.00 Mobile Home S I G 10.00ea TYPE OF WORK New A Addition ❑ Remodel H , s ❑ Installation ❑ Other ❑ Describe work: k Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 1100 Main service 600V OR LESS 100 AMP OR LESS 10.00 J 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 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( ADDNS. DWELLING OCACC. SLOGS. c ( 1A Osq ft NEw CONSTR UL LOUTLE NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20®50er e ALO 30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g r 15.00 Permit Fee $ AQ01 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 T__0_6 Hood 3,00 11.019 VentilationZQQ[6 62 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 agai aid County in consequenc of the granting of this permit. X _��_�� ��/ Date Signature of Applicant — OWner: Can radar ❑ 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 $ TOTAL PERMIT FEE $ OCCUP. R 2 c� CONST.TYPE FLOOD ARCE PD HD Isgu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC ' BY PER T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date� j� t� y-4, –0 if Receipt No. WHITE-D.P.W., YELLOW -ASSES R. PINK -INSPECTOR, GOLDENROD -APPLICANT qo -Vt -,xo pay ,OLD e Sy�� O -AL& TV evW-W-:1N1) ,3 -,5-47 ,,�_... _.: .� v vC ._--...___._ - _ � __. _..___—___ _.. _.. -_ __ .�__._i.-� � - i i —_ . __ � __ _ _. � .. ._ _. _ __ __�� _ � .._.. _. �—__—_. � _.__— _ 1 I i _.. • __ i �,.-- � C __—._____. _.__._._._ — _�._— � _— � � __-_____, � __.�.f ..—_..-___— ___ .— . �1. 1.______ � _.. .. _--. ____..—�____ _._.. _ ___._ ._; �..� _. _.-. ... __... .-. _ _ -r _^ -. -� — �' (p�,. . -Y .._t .._�_ � .._.. ._ �_. .._-•__.e. -.._. _ .eC ___. ...__. .. __ _._.. _ . -- � '-- - -- .._..._ _ -__ I .... C m_ _ __ . - '--'----- -' --- .._ _. ._. } >y`F It .. COUNTY OF BUTTE - DEPARTMENT.OF PUBLIC WORKS - BUILDING DIVISION ! 7 COUNTY CENTER DRIVE - OROVILLE;' CALIF,'GR•flNFr`95965 - TELEPHONE: 916/1 534-4541 PERMIT APPLICATION DATA SHEET Permit No. OWNER flnmo I J O Ea A. P. No. c J Proposed Building Use t12 (Building Inspector Q�8Date a U 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. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , , , , , , , , 9" Letter of signature authorizatinJ . . . . . . Sanitation approval from �n t C O Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner ❑•), —15. Improvements may be required. . . , , , , , , , , , 16. Mobilehome Installation Data. . . . . . . . . . . 4'+ Pre-Inspec. request to ([ate) 17Pre-Inspection for Required. Building Inspector ecorded copy of Agricultural Acknowledgment Statement. c 19. Driveway Permit. x/~Gl ��Y� SJR' Cr. _ 20. Plot plan approval from city of L/¢GVNA- 22. When you issue the permitproce s as follows: Mail to owner, Mail to contractor. Telephone 823 0'811 and hold for pickup at c :►I L(t ice, Deliver w/inspector. Applicant C Cope / Sept., Fire Dept., Other Date The< <_ i' ted i r tQ permit issuance: (Circle new item not checked above). 1. 1 lo. 2. Additionai ,v__ Contractor, designer, owner, was advised of above required data byZphoneinn1unter ateContractor, designer, owner, was advised of above required data by_phone_mme date Plans checked by Date Plans approved by Date YSets of plans on hold in m�Fi le cabinet AP folder — Flours: 10:00 a.m. - 3:00 p.m. Copy—DPW T Building Department FROM: r Environmental Health, Chico SUBJECT: Sanitation Clearance Ow er Location AP Plan1.approved for: sewage disposal 4 --water supply Hold final for: water supply Final clearance 07A'. for: water supply Clearance for..: bedroom mo le hom Other Note*** Sanitarian Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, 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). 2. I (have/have not) �1_ 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, s rvise, 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 o_f'Work Signed:' Property Owner Social Securit Number Date —�%— NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before'we are per- mitted to issue the permit. GST 1U G %N i `t Return to DPW AGRICULTURAL STATEMENT 0V ACKNOWLEDGEMENT FOR RESIDENTIAL L2EVELOPMENT ONIGIAL RECO s $Y Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 8Ia11234 «Z MAR 26 �Z. �jp The property described herein is adjacent to land or included CE GRUBBS,-- within an area zoned for agricultural purposes, and residents of this C�i�UA property may be subject to inconveniences or discomfort arising from CLEM( CCORDER FEF the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural,purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience, or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: oC Al �`1'�CGT CO;•.gi',�RD WITH 8? PROPERTY OWNERS • �-QM .yPNAL-GOCOW�JT Date: , State of On this the ;� day of 19 1;9_, before SS. me, the undersigned Notary Public, personally appeared County of ) %n,a �Orc _k Personally known to me. Proved to me on the basis of satisfactory evidence. �7220 NazF32:f-.7!7, - to be the persons) whose names) subscribed to n ..the within instrument and acknowledged that executed the same for the. purposes therein contained. N97ARvPusuC-C,V'''-:s: IN WITNESS WHEREOF, I hereunto set my hand and official seal. Butte county j 'ire Cemmasion Expires rp, 17 No6ary Public Present A.P. No. RESIDENTIAL, PLAN CHEUKING•GUIDE 7/85 (S. F., DUPLEX & MISC. ONLY) B_ pp�� Q Bldg. Permit # 6M -JR% R OWNER OA4 LID r6 C4 A.P. # 'V0 - 5�8 -.2 ® GENERAL t�!,.Valuation. oning requirements: (sideyards and number of permitted living units). 600- ans signed by designer. :-� nlergy Design and Compliance. Existing violations on property. PLOT PLAN Z�omplete parcel size and dimensions. etbacks, sideyards, easements, etc. ' her buildings or structures. 6 Grading, fills, drainage. I/ Flood hazard. 6. Special conditions on creation map or compliance document. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). -�-"skylights (Chapter 34 & Sec;. 5207) . . �Human impact glass (Sec. 5406). ' E��Kquired room sizes, ceiling heights (Sec. 1207). F.C.I.'s in baths, garage and exterior outlets (Article 210-8). ight fixtures, switches, receptacles, and exterior receptacles for maintenance of echanical equipment. cations of water heater,ating�and�cooling,��!q�uipme�nt,other electrical or gas equipment, and plumbing fixt res. -1-G"—Garage firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 - 3'0" exterior exit door (Sec. 3304(e)). 12. Fireplace and wood stove location. 13. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS 1 Foundation plan complete enough;.:to construct building. Floor construction details complete enough -::to construct building. Elevations and wall construction details complete enough to construct building. 4 Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. gk-.0""Su£ficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. xposure I plywood on exposed locations and overhangs. u�.uaairway details: landings, rise and run, head clearance, handrails (Sec_. 3306). rdrail e details (Sec. 1711 & 3306(j)).. ick or stone veneer (Chapter 30). terior plaster.- weep 'screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter'32). Rafter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) ® Garage door or porch header sizes. 9! Adequate bracing. r--bi*-ing area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. � wo exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). ttic access and ventilation (Sec. 3205). underfloor access and ventilation (Sec. 2516). l4eo Wood stoves, clearances, alcoves & 1 -hour shafts. 14 -.---Combustion air for fuel burning appliances. poise requirements on duplexes. 4q--=obe soils - special foundation design. etaining walls requiring design. Unusual shape, size or split level house requiring lateral design. FORM RESIDENTIAL ENERGY PLAN CHECK/INSPECTION S.UMMARY',, Owner _�/�/�(� � � Climate Zone All Permit No. W/34? _4V Floor Area �S/9Z Compliance path: Package ❑ A ❑ B ❑ C JbPoint System ❑ Budget ® Other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION- Roof./Ceiling e an Wall _ ❑ Slab Floor Perimeter {� Raised Floor (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. IN (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. • (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING• (A) Location Area Glazing %Floor Area Single Double Triple Total Bldg .25 'Z /0.1 North p. & f— East 39� f.k South 90 $,(,t X West Skylights- ---� ` (B) Shading Shading Coefficient Description East • G L1 cj*C.• Cr L./�2.I ��.-► South � West ❑ Skylights _ �. (C) South Overhang Length of projectionft. Description aN1�K�KJ4,.. ❑ (D) Moveable insulation: Area ftz Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.4 HC= R= MC= Location 7/83 ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight • fitting closeable.metal orglass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with'a readily accessible control. C' *1(5) HEATING, VENTILATING; AIR CONDITIONING SYSTEM (A) Heating Central Gas Furnace (brand and model number) Btu/hr (heating capacity) Heat Pump ACOP W % SE (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar type (liquid or air) Collector brand and ft2 7/83 2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) _ *1 (B) Cooling ® Electric Air Conditioner �. (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ® (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. ® (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be.sealed with pressure.sensitive tape or mastic to prevent air loss and shall be.insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 n FORK 1 (6) DOMESTIC WATER SYSTEM - (A) Gas Only "R Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) ❑ * Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. ® (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). No (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING ® (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature A? * , elevation 1�k AOO ', heating load 71iaBTU elevation factor x heating load = maximum outlet capacity gas furnace 77 370 BTU Cooling: Summer design temperature 103-0, cooling load bBTU 2 (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) * Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design.meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 (��, ITAAA- r a SIGNATURE OF BUILD G DESI PRIOR APPLICANT I, r Table 3-3a. Ceiling Insulation Table 3-7. Points ZONE 11 Points ! I OWNER ®J4/Ak fl_ POINTS PERMIT NO. ���%���% ASSIGNED ACTUAL 1. SLAB - INSULATION -- +4 I 1 2. RAISED FLOOR - R-19 Q r 9 0 1 0 1 0 3. CEILING - R-30 j .83 up i 4. WALL - R-19 I I to I to I to I to I up 5. NORTH GLAZING - 2.413.6% 2, -2 I .19-.42 1 0 1 0 1 0 1 0 1 0 1 .43-.66 1 0 1 -1 I -2 I -2 -3 I .67 up l 6. EAST GLAZING - 2.5-3.6% -A,�• ► to I to i to I to I up 1.5 i 3.1 i 6.3 ; 7.9 0-.12 1 /�T 7. SOUTH GLAZING - 1.6-3.6% 0 1 -1 1 -3 I -6 I 4 .58-.82 I -1 1 -3 1 -6 1 -12 I -1$ .83 up I I S. WEST GLAZING - 2.9-3.6% I 9. SKYLIGHT - 0-1.3% 0 1 +1 ( +3 1 +6 i +7 10. SHADING (Exclude Overhang) .37-.57 1 0 1 -1 ( -3 I -6 I- EAST - .66 •L y .83 up j -2 i -4 i -8 i -16 i -20 I -1 SOUTH - .19-.42 1 -8 1 -6 I WEST - .13-.36 •G L -- 3' -5 1 .SKYLIGHT - .37-.57 1 -6 I 11. HORIZONTAL SOUTH OVERHANG 2' arZ� I -4 -12,. MOVABLE INSULATION - NONE -14 13. INFILTRATION (Standard=0)(Tight=+12) 112 - 15.1 I + 14. THERMAL MASS SF 18 - 12 15. GAS FURNACE (SE) 71-76% I -6 16. HEAT PU11P (EER) 7.5-7.9%-- 1 -12 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% -2 1 -1 1 WOOD STOVE I 13 - 18 I r2 1 Table 3-3a. Ceiling Insulation Table 3-7. Points 1 I A -Value of Insulation I I I Points ! I 19 I I of I I Floor I I Area 1 I�1 "m I I 230 I Trpl, I (U - 0.41)1 I ointal 0 I T I +4 I 49 I +4 I Table 3-4a. Wall Insulation Points I II I R-Valua of Insulation I Points I 11 I -7 24 - j +0 30 I +3 3-5. North -Facing G I I Glazing Type I Total I 1 2 of I ST , Db!, Trpl, I Floor I U- l u- l U- ! Area ! 0.66 10.42- 10.41 I 1 1.10 10.65 ! dovn o aI 44--l-+1 I 0.1- 1.2 I +4 ! +4 ! +4 I 1.3- 2.3 I +1 I +2 ! +2 I 2.4- 3.6 I -2 ! 0 1 +1 I 3T- t.8 I -4 I -2 I -1 I 4.9= 6.1 I -7 I -4 -3 1 6.2- 7.3 1 -9 I -6 I -5 I 7.4- 8.2 1 -12 I -8 I -7 1 8.3- 9.7 1 -14 I -10 I -8 I 9.8-10.8 I -17 I -12 1 -10 I 10.9-12.0 I -19 1 -14 I -12 1 12 1-13 2 1 -22 1 -16 1 13 I �7aQ s WATER HEATER 13.3-14.5 I -24 1 -18 1 -15 1 114.6-15.3 I -27 1 -20 1 -17 1 ATTIC : 96 OTHER (.15 F"'$, TOTAL POINTS =_tff*5able 3-6. East -Facing Glazing Pts. I Glazing Type I 1 • Total I 2 of I Floor I Area I up to 1.5 I 13i-3'3 1 6.6- 7.7 1 7.8- 8.9 I 9.0-10.0 110.1-11.5 1 11.6-13.0 i 13.1-14.5 14.6-16.0 Glazing Type (U - I (U - 1.10) 1 0.65) +2 ! +2 -1 I L -•4 I -2 -6 1 -4 -9 I -6 -13 ! -10 -17 I -13 -21 I =16 -25 I -19 -28 I -22 Table 3-8. West-FacinR G1az1nR Pts. I Total I I I xof I Sngl, Dbl, Trpl, I Floor I Cu - I (U - I (U -I Area 11.10) 1 0.65) 1 0.41)1 I Ii oints I olnts I oitaI o +i +i + I up to 1.3 I +5 I +6 I +6 1 1 1.6642 2 I +3 I I +5 1 I 3- 2.8 I 0 i 11151 +3 I I 'l.4-�-e'1 -3 I 0 1 +1 I I 3.7- 4.2 I -5 I -2 I 0 1 I 4.3- 5.0 1 -6 1 -4 1 -2 I 5.1- 5.6 I -10 1 -6 ! -4 1 5.1- 6.2 I -13 1 -8 I -6 I I 6.3- 6.9 I -15 I -10 I -1 I I 7.0- 7.6 1 -18 I -12 I -9 ! I 7.7- 8.2 1 -20 I -14 I -I1 1 I. 8.3- 8.8 1 -22 I -16 I -13 I I 8.9- 9.5 I -25 1 -18 1 -15 I i 9.6-0.1 I -27 1 -20 1 -16 I 110.2-11.0 I -29 I -23 1 -17 I 111.1-11.8 I -35 1 -26 1 -21 I I 11.9-12.7 ! -38 I -29 124' i 112.8-13.5 I -42 I -32 I -27 I 13.6-14.3 I -46 ! -35 I -29 1 114.4-15.2 1 -50 I -38 1 -32 I r.h�. 7-tn_ Sh•AIn- r..-rr.-.__. ._ _ _ 1 SC by 1 i Orien- I '-Floor Area tation I I of I I Floor I I Area 1 I�1 I East I I 3.2 I I Trpl, I (U - 0.41)1 I ointal i 0-3.1 to 6.4 up I 6. I I I 1 0 -.19 1 0 i +1 ( +2 I .20-.36 1 0 I 0 I it I .37-.66 I 0 1 0 1 0 I .6r-_8r_r` r 1 0 1 -1 j .83 up i 0 i -1 i -2 I South 1 0 1 3.2 1 6.4 18:0 1 9.6 I I to I to I to I to I up I 13.1 16.3 17.9 19.5 I I I 0 -.18 1 0 1 +1 I +2 I +2 1 +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 1 .43-.66 1 0 1 -1 I -2 I -2 -3 I .67 up l ,I 0 1 TI -4 1 -4 I -6 West I .1 ( 1.6 1 3.2 16.4 1 8.0 I to I to i to I to I up 1.5 i 3.1 i 6.3 ; 7.9 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 1 -3 I -6 I 4 .58-.82 I -1 1 -3 1 -6 1 -12 I -1$ .83 up I I -2 I T I -8 I -16.1 -20 I 1 I I Skylight I 1 .1 1 .8 11.6 13.2 14.0 I to 1 to I to ! to 1 to I 1_5 1 3.1 1 3.9 1'5.2 0-.12 1 0 1 +1 ( +3 1 +6 i +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 ( -3 I -6 I- .58-.82 ,1 -1 I -3 I -6 I -12 I -. .83 up j -2 i -4 i -8 i -16 i -20 I i I I I Table 3-11. Horizontal South Overhane Points Table 3-9. Sk lieht Points I South Glazfog Length Out I Area, 2 of Floor I I I Glazing Type I I from Wall I I I Total I I I ft T -I Total I I I % of Sngl, I Dbl, I Trpl, 1 1 0-6.3 1 6.4 up I 'able 3-1. ! Tn:-ila- I Slab Floor R -Value of Points Insulation I Table 3-2. Raised 1 R -Value ofI floor Points 1 I I of I I Floor I I Area 1 I�1 Sngl, (U - 1.10) Di+'+nts I Dbl, I (U - 1 0.65).1 ! oints I Trpl, I (U - 0.41)1 I ointal I Floor I I Area 1 I U- 1 0.66- 1 1.10 I U- 1 0.42- 1 0.65 I U- I 1 0.41 I 1 dove I D f I u to 1.3 1 +3 7 1 ,egC/I +, +4 I thin I I I Insulation I Points I I Depth, ! ! ! 1 1 up to 1.3 1 1 1 1.4- 2.2 1 -1 -3 I 0 I -2 I 0 I 1 -1 I inches 1 0-2 1 3-4 I -6 1 7+ 1 i - 2.4 1 +1 . I fj,- I +2 1 1 2.3- 2.8 1 -6 I -4 1 -3 I I 1 I I 1 1 below 3 i -12 I I 2.5- 3.6 1 -2 I O I 01 I 2.9- 3.6 1 -9 I -6 1 -5 I �T 1 3- 4 1 -8 1 I 3.7- 4.6 1 -5 ( -2 I -1 1 1 3.7- 4.2 1 -11 1 -8 1 -6 I 10- it 1 -5 -5 1 -5 1 -5 I ( 5- 7 1 -6 I I 4.7- 5.6 1 -8 I -4 I -3 1 I 4.3- 5.0 1 -14 1 -10 I -8 I 112 - 15.1 I -3 1 -2 1 -1 I 18 - 12 I -4- I I 5.7- 6.7 1 -10 I -6 1 -5 1 I 5.1- 5.6 I -16 1 -12 1 -10 I 1 16 - 1 -5 1 -2 1 -1 1 0 1 I 13 - 18 I r2 1 ( 6.8- 7.7 1 -13 I -8 I -7 1 I 5.7- 6.2 ! -19 I -14 1 -12 I I 20 +( -5 1 -1 1 0 1 +1 I 1 •19+ 1 0 I I 7.8- 8.7 1 -15 1 -10 I -6 I I 6.3- 6.9 I -21 I -16 I -13 I 8.8- 9.7 1 -1.7 1 -12 1 -10 1 I 7.0- 7.6 1 -24 I -IS I -15 1 9.8-11.2 1 -21 1.-15 1 -13 1 1 7.7- 8.2 I -26 I -20 I -17 I t 111.3-12.7 I -25 I -18 •1 -15 1 1 8.3- 8.8 I -28 I -22 ( -19 I / ; / 7/7/83 3 1 12.8-14.0 I -28 I -21 I -18 1 1 8.9- 9.5 1 -31 I -24 ( -21 I 14.1-15.3 I -32. i -24 I -20 1 9.6-10.1-33 I -26 I. =22 I '1 I 1 u- u.7 1 -[ 1 -4 1 10.6 - 1.0 I -2 1 -3 I 11.1 - 1.9 I -1 1 2 1 I `Z-0 u I __T_ I u I' Table 3-12. Movable Insulation Moveable Insulatioo*l Area, Z of Floor I Points 0 - 5.5 I 0 5.6 - 11.5 1 +2 11.6 - 17.3 1 +4 17.6 - 23.3 I +6 _23.6+ I +8 Table 3-13. Infflttation Control Peatslres Points �- I Control Features I Points I � I I r 1 I Standard ( 0 I I i I 11.9 air changes per hr ( I I I i r- Tight I +12 I I I 10.6 air changes per hr I' I I I i• Table 3-15. Cas Furn4ce Without RefriReration Cool_ns Points 1 Seasonal Efficiency I Points I I (SE), .L ' I I I I I I 71 - 76 I 0 1 i 77 - 82 I +2 I I 83 - 88 I +4 I I 89 - 94 1 +6 i ( 95 up I I I +8 I I ti - 9.1 Table 3-16. Peat Fume Points I Energy Efficleney I Points I 'I Ratio (EER) I I 1 i •r� I 7.5 - 7.9 I +3 I I 3.0 - 8.3 1 +6 I I 8.4 - 8.7 I +9 I 1 8.8 - 9.1 I +12 1 I 9.2 - 9.6 I +13 1 I 9.7 - 10.2 I +18 I i 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I I 11.6 - 12.3 1 +27 1 I 12.4 - i 13.2 1 I +30 I 1 D A B Table 3-17. Cas Furnace With Refrigeration Cooling Points 'Refrigsrationl Gas Furnace I I Cooling I SE ; I I171 -177-i 93 - 89- 95 I 1 761 8:1 881 gal uo I B.O. - 8.3 1 01 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +1I +61 +91+10 1 1 9.8 : 9.2 1 X41 +61 *81+101+12 1 1 9.3'- 9.7 1 +61 +81+101+121+14 1 I 9.8 - 10.3 1 +31*101+I21+141+16 I 1 10.4 - 10.9 l+1G1+121+1-l+161+18 I 1 11.0 - 11.6 1+121+141+1614.181420 1 7/7/83 TAM 3-14 ((ADAPTED) MASS nwrLttNe sora enuaor rally LONE 11 INTEkION THERMAL MASS POINTS AREA 1.000 I 0-6 I 0 I 1,500 I +2 I 1 15 - 23 2,000 I 24 - 30 I 2,500 I +8 I I 3,000 I 48 - 55 I 3,500 ( +14 1 I 64 - 71 1,000 I 72 up I I,SGO 0 +3 S,000-T I SA. PT. I A 8 C D A 8 C D A B C 0 A 8 C D A a C 0 A 6 C 7 O. A 8 C D I A R C D a 8 +2 +4 +5 +•6 1 +7 +9 All others (pe building pain s) 800-899 0 +5 +10 +14 +19 +24 _ +29 +34 900-999 0 +4 +9 +13 +17 +11 +26 +30 �- 0 +4 -*7 +I1 ( +19+22 -�--- 1,20f,1,499 0 +3 +6 50 2 2 : z 2 2 z 01 2 2 2 0 0 0 0 0 0 0 O O 0 0 0 ,0 0 0 0 0 0 0 0 0 0. 0 0 0 ?O0. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 0� 0 0 0 0 1 ISO 6 _6 6 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 2 2 '2 2 2 2 'L 2 2 2 0 2 f 2 0 2 2 2 0 L00 8 8 f 4 6 6 1 2 1 4 4 2 4 4 2 2 2 2 .2 -2 2. 2 2 2 2 2 2 2 2 L 2 2 253 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 / 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2_ 2 2 2 2 2 2 2 2 2 2. 2 2 2 350 14 14 12 8 10 1G 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6• 6 4 2 4 4 4- 2 4 4 4 2 I 4 4 2 2 3 4 2 2 $00 18 18 16 10 12 12 10 6 10 10 8 6 A 8 6 4 6 6 6. 4' 6 6'.6 2 6 6 4 4 / 4 2 1 4 4 j 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 1 6 6. 0 2 6 6 4 2 1 700 ' 24 24 20 14 18 16 14 10 14 14 12 810 10 10 6 10 10 6 6 a e 6 4 8 6. 6 4 6 6 6 41 6 6 ! 7. 230 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 8 8 4 I ! 6 4 C a 6 6 4I 6 6 C. 1 900 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 8 '8 4 8 8 6 4 8 a t 1,000 30 JO 26 18 ±Z 20 20 14 16 18 16 10 14 14 12 8 12 12 10 .6 12 10 10 ,6 13 10 10 8 6 a 8 a 4 I " a 6 6 i 4 i ).,.Do .1± 32 28 20 24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 10 10 10 6 10 10 8 61 ?J ' 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 '12 12 10 6 10 10 8 6 In e In L a 6 ' 1.J00 34 34 32 22 28 26 24 16 22 22 20 12 18 18 16 10 lu 14 14 6 14 12 12 `8 12 12 10 6 12 10 10 6 10 ;0 F. 1,400 34 ' 34 32 24 28 28 26 18 24 24 20 1: 20 20 18 12 18 16 14 10 14 14 12 8 14 14 12 8 lZ 1± *G t; ,0 10 10 o I 1,ioo 36 34 31 24 30 30 26 18 24 24 22 11 22 20 1a 12 18 111-1610 16 16 14 8 14 14 12 8 17 12 10 61 1z Iz 1: ! 6 1 2,000 - 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 120 20 18 12 18 18 16 10 16 16 i3 GI 14 14 12 S 1 2,500 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22. 14 22 22 18 :2 20 20 18 1.' 19 15 It :U 3.000 34 32 30 22 30 30 26 18 28 26 24 16 24 24 22 14 22 22 20 14) :2 23 1b li 3,500 _ 32 32 30 20 30 30 26 16 26 28 24 16 26 24 22 141 `4 ;4 20 14 4.000 32 32 ]0 20 30 30 16 18 ' 78 Z8 24 l E 26 2•i 2: '1 E ' 1,500 32 32 28 20 I lu 30 26 1E' j is S.003 132 t7 21 20 j 1.) A) 1. 311' Concrete Slab: NC•8.93; R-.29; Factor -7.3 2. 3 3/4' Thick Common Brick: IIC-7.125; R-.13; Factor -7.3 a) 1. S4' Concrete Slab: HC -14.106; i-.458; Fiictor-7.1 C 1. 8' Solid Filled Bloc l•: HC•20.63; R•1.9J; Factor -6.1 2. B' S011d Filled Bloc" MlIh Both Sides Exposed To Condltioned Air. NOTE: Use all square footage directly exposed to conditioned air for Theroal'Mass Area: NC -10.164; R-.9651. Factor -6.1 O) 1' Thick Concrete/Tile: NC-2.SS; R-.083; Factor�-3.7 Table 3-19. tonally Controlled Electric Resistance Space Heating Points I Points foe Chia measure will 1 Table 3-211. Solar Hater Heating With Cas Backus Points be completed after the CSC I I has approved an Alternative 1 Component Package for Resistance 'I I Beat. I Table 3-15. Active Solar Space Heating witn Gas Points Net Solar Fraction I Points (NSF), z I I wood stove #33 poinfs-(no back up) casablanca fan + l.point Multifamil (pit unitpoints) Floor Area I 0-6 I 0 I I 7-14 I +2 I 1 15 - 23 I +4 I I 24 - 30 i +6 I I 31 - 39 I +8 I 1 40 - 47 I ; +10 I I 48 - 55 I +12 I I 56 - 63 ( +14 1 I 64 - 71 I +18 I 72 up I +20 I wood stove #33 poinfs-(no back up) casablanca fan + l.point Multifamil (pit unitpoints) Floor Area Net Solar Fraction (NSF), X per unLc, ft2. "T I Gas Only I I 0 ; I Beat Pump i I 0 ( Solar with Electric I I I Reiistance Backup 1 I 0.9 IC -IS I ZC-29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,5(10-1,999 0 +1 +3 +4 +6 +7 +8 +10 2,C00 and UP 0' 1 +1 +2 +4 +5 +•6 1 +7 +9 All others (pe building pain s) 800-899 0 +5 +10 +14 +19 +24 _ +29 +34 900-999 0 +4 +9 +13 +17 +11 +26 +30 1,000-•1,199 0 +4 -*7 +I1 +15 +19+22 +26 1,20f,1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +16 2,000-:,999 0 +2 +3 +5 47 +8 +10 +11 3,06.0 ar.d uo -0 +1 +3 +A +5 4.7- +8 +10 1 Table 3-21. Other Vater Heating Pts. I System Type I I Points I I I "T I Gas Only I I 0 ; I Beat Pump i I 0 ( Solar with Electric I I I Reiistance Backup 1 I I Meeting the Requirs- i I I s4ents Lu Part 2 I 0 i I I I Electric Resistance I I 1 I o-ly -:0 ; FELLOW ROOF TRUSS i DEPT. THE COMPLETE ENGINEERED ROOF SYSTEM FOR THE 80'S (916) 893-0112 6i^ (LUMBER SPECIFICATIONS' TOP=CMORO 2x8 i2 HEM -FIR •2 OF -L •2 OF -L je-or"CH D _2X8 SEL"SrR- MEM -FIR .I F -L ` 1 OF -L .WEBS- Mi -J:2 DF -L 'PLATING IS FOR R-5000 SERIES / OF 1112' 0' GIRDER TRUSS SUPPORTING SPANS TO 28' 0' 1NOrE: LOCATE TOP CHORD INTER -PANEL SPLT[ES AT 1/5 PANEL LENGTH •/- 6 INCHES. BOTTOM CHORD SPLICES MAY BE LOCATED TO OPTIMIZE LUMBER WITHIN THE PANELS INDICATED. MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BorroM CHORD WEBS REACTIONS T l= -2809 B 1_ [988 N t_ 3681 REACTION e B t_ 3312 T 2= -2809 B 2= 1988 REACTION 0 8 3- 3820 BEARING RREH RE0'D ISO (N1 BEARING 0 t 8.18HF/ 5.'- F BEARING o 3 9.43HF/ 6.1IDF /GIRDER LOADING ICON 1) LL+OL ON -TOP -CHORD `S2:0 PLF LL*DL ON BOTTOM CHORD - 390.0 PLF TOTAL LORD c 442.0 PLF A --ADO I TT 04AL"LOAD PNC UN(F:-TC VERT 52.01 52.OL a PLF FR 0.0 TO12.01 UN[F: BC VERT 390.01 O:OLLI::PLF^FR� 0.0 TO lc12.0' CONC:,BC VERT 1830.01 0.OLL) LBS AT DIST 7.7' LOAD DURATION INCREASE =,t•25,,c,-ti:_ -_✓ BUTTE COUNT` BUILDING DEPAPTN APPROVE 2--COIPCETE,TRUSSES_REOUIRED I CONNECTION REOUIREMENTS' `%_ T.C• t60 NAILS STAGGERED AT t2' O.C. B•C•-160 NAILS STAGGERED RT 8'40:£ WEBS 160 NA[LS Ai 12- 0"C�THROUGHOUT iL 70,' � MAR 31 V 1' I'e RO.H. 90 DEO. 4045 IV -0.0" OVERALL SPAN 8-5000 t UBC 24.00 O.C. 3/30/87 . ' ' T R U S W A L SYSTEMS TRUSWRL 9TSFEMS CORPORATION A SIONODE COMPANY 1T 19 THE RESPONSIBILITY OF 07HERS TO RSCERIAIN THAI THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE. ACTUAL GERD LORDS IMPOSED BY THE STRUCTURE AItO THE LIVE LORDS IMPOSED BT THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY 15 ASSUMED FOR OIMENSZONAL ACCURACI• VERIFY RLL 171 MENSI DNS PRIOR TO FRBRIC RTION. CONNECTOR PLATES SHOWN ARE TRU St: RL 16. 10. OR 20 GR GE R6 bPECIFIEO. FRBR ICRi10W SMALL CORPLY WIIM TME 'GOALIT` CONTROL MANUAL' OF THE 7RUS5 PLATE INSTITUTE ITPI1 ONG TN' TRUSWRL TRUSCOR MANUAL. ALL PANELS 107 SPEC IFICRLLY DE SIGNRTEO ARE 70 BE E7URLLT DI VICE0. • OENO7E5 SPECIAL CUTTING. SILT LATERAL BRACING REQUIRED OF 1101VIOURL TRUSS MEMBERS IS NOTED ON THIS DRAWING. THIS DESIGN Rb5UME6 THE TOP CHORD TO BE CONTINUOUSLY BRACED BY SHEATHING-UNLEcS OTXERu 16E STATED• WHERE NO R1G70 CEILING lfi flPPL]E0 DIRECT LT TO THE BOTTOM CMORO. iT SHALL BE BRACED Ri INTER RL NOT EXCEEDING 10'-0-. PERSONS ERECTING TRUSSES .ARE CAUTIONED TO SEEM PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION BRACING WHICH IS ALWAYS REOUIREO 70 PREVENT TOPPLING AND 'OOMIN01NG-. REFER TO 'BRACING 14000 TRUSSES. COMMENTRRT AND RECOMMENORT IONS" (7P11. HH EflE CONFU61ON ART EXIST CONCE RN TNG PROPER FIELD ERECTION. CLERRLT MR RM INT ER IDR BERRING LUCR710N5. CANT IL E VE RS. ANINCHORDS OF 7ME TgU55 70 PREVENT IMPROPER IN67RLLATION. TRUSSES SHALL NOT BE PLRCEO IN ANY ENVIRONMENT THAT WILL CAUSE THE AOISTURE CON7ENT OF THE WODO TO EXCEED 19% RHD/OR CRUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. 15 BEST DETERMINED BT JUDI IOUS APPL Cfl 110a OF EXPEP.IENC° AND IHERE.`ORE IS OUTSIDE THC SCOPE OF -RESPGNS!BILITY OF 7RUEW4L. A N A D V T R U S R D E S -I GN f iLC• 0-12)T26-12-31 REI• A- 8 9 8 1 4 LONGFELLOW LUMBE <4584> D3 0 O CD'I'I C3 O1C104 • ILUMSER"SPEC(F(2ATIONS-•7.�, TOPpCH3ORO72X!'�-'CONS TR MEh F[R y - _ CONSTR. OF -L- t CONSTR. OF -L BOT'CMORO 2X4 4' CO TSN R:-HEM-F(R�� - _CONSTR. OF -L _�-•f ! CONSTR. DF -L -�ri WEBS�2X4JSTANDARD OR STUD'OF-L ,PLATING (S FOR R-5000 SERIES /.OF -_- ,_j 1112' 0' TERMINAL HIP TRUSS'FOR'SET-BACK YOF 4' 0' FROH END_WALL_ T� - .NOTE' LOCATE INTER -PANEL -SPLICES AT us PANEL LENGTH ./ 6 INCHES FROM ETHER END OF THE PANEL INDICATED• -T'(q I MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBS REACTIONS i l= -504 B I= 357 N l= 90 REACTION a B l= 558 T 2= -504 B 2= 357 REACTION a B 3= 558 BEARING-AREA-REO'O-(SO_[N) CBEARING a i' t.38h'F/-0.89OF BEAR[IJG a 3 1.38HF/ 0.89DF'V ,—.TRUSS -LOAD ING-I CONT ) ._ LL•OL ON TOP CHORD = 26.0 PSF OL-.ON-CEIL"ING_`-` 7:5'PSF-- TOTAL DESIGN LOAD 33.5�PSF '""R't ADDITIONAL=LOADING_` CONC:"TC VERT 312.01 312.OLL) LBS AT PANEL POINT -2 � LOAD DURATION INCREASE = 1.25 7 BUTffE Col BUILDING DEP APPRC RATE ROTATES 90 MO. 3245 ,:,—lr2'-0.0' OVERALL—SPAN I PLA te R-5000 COOS UBC StRCINO 24.00 0•C• DATE 3/30/87 T R U S W R SYSTEMS TRUSWAL SYSTEMS CORPORATION A SIONODE COMPANY 1T Ifi THE RESPONSIBILITY OF OTHER Efl5 TO ASCE AIR IN THAT THE LDADS UTI LI ZED ON TNT DESIGN MEET OR D%LEER THE acluaL OE LORDS IMPOSED BT THE STRUCTURE AND THE LITE LaOROS IMPOSED BT TME LOCAL BUILDING CODE OR HISTORICAL CLlnRT!C RECO S. n0 RESPUNSIBIL ]Ti 15 AS6UME0 FnRD IME NSTONRL ACCURACY. VERIFY ALL DiMEN61ON5 PAIOR 10 FRORILRTION. CONNECTOR PLATES SHOWN RRE TRUSN qL 16. IB. OR 20 GAGE AS SPECIFIED. FAB ICRTION SHALL -COMPLY AITM THE '0 UAL 111 CONTROL MANUAL' OF 7XE IRUS6 PLA 1E IN 5TITU TE _ 1Tell RNO TXE TRU6NRl TRUSCOM MANUAL• ALL PANELS NOT SPEC IF ICRLLY OE SI GNATEO RRE TO BE EOURI LT OI VIDEO. • OENOlES SPECIAL CUTTING. ONLY LATERAL BRACING REUUIREO OF INDIVIDUAL TRUSS MEMBERS 16 NOTED ON .THIS.ORRWIN[. ASSUMES THE TDP CHORD TO BE CONTINUOUSLY HORDED ST MALL THING UNLESS OTHERWISE STATED. WHERE THIS DESIGN CEILING NO RIDES CEILING IS APPLIED DIRECT LI TO THE BOTTOM CHORD, ]T SHALL BE BRACED AT INTERVALS NOT DICEWHERE f0'-0'. PERSONS ERECTING :RU56E5 ARE CRUT ICNED TO SEEM PROFESS ION R! ADVICE REGARD TNG TEMP ORRRY ERECTI O.r BRACING WHICH IS ALN ATS RE9U iRED TO PREVENI TOPPLING ANO 00 1.401NG'. REFER TO 'BRACING W000 TRUSSES. COMMENTARY AND RECOMMENORTIONS' (TPI 1. WHERE CONFUSION MAY EXIST CONCERNING PROPER F1ELO ERECTION. CLERALT MARK INTERIOR BERRIN6 LOCATIONS. CRNIIL E VERS, AND THE CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTRLLR TION. TRUSSES SHALL NOT BE PLACED IN RKY ENVIRONMENT THAT WILL CRUSE THE MOISTURE CONTENT OF THE WOOD TO EXCEED 19% RNO,OR CRUSE CONNECTOR PLATE. CORRf,510N. CAMBER. WHEN NECESSARY. 16 BEST DETERMINED BY JJOICI0 S RPPLICRTIOt! OF S%PERIEHCE ANC TMEREF ORF IS OUTSIDE i!,° SCOPE OF •.FFPONSIBILITT OF TRUEWRL. A N A D V T R U S R D E S I G N _ FILE. T-12-12-36• REF- A 8 9 8 • 3 LONGFELLOW LUMBE <4S92> C] O O []'f7 D) (!3i904 LUMBER SPECIFICATIONS TOP-CMORD-2Xa SEL:STR." MEMlF(R 7. •2 F -L •YOf-C7 BOT CHORD 2X4 CONSTR.. MEM -FIR CONSTR=-OF-L CONSTR Df -L--,--) 'WEBS 2X4 STANDARD OR.STUO,Df-L_ PLATING IS -FOR -R -5000 -SERIES / GF. } NOTE: LOCP.'E INTER -PANEL SPLICES-flT-I-/S I :-^PANEL`LENGTH ./- 6 INCHES FROM. E[TkER_END_OF_THE-PANEL-INOILRTED• .NOTE.--I-X3-CONTINUOUS'L'AiERPL COLUMN -BRAC M,4 ATTACHED TO NEB WHERE -INDICATEDBY [•I• MEMBER FORCES FROM LEFT TO RIGHTY TOP CHORD BOTTOM CHORD . WEBS REACTIONS i 1= .=774 B I= 547 M I= 209 W 40 -165 REACTION 0 8 l= 806 `T 2= -547 8 2= 628 N 2= -165 N S= 209 REACTION 0 B S= 806 T 3= -547 B 3= 628 N 3= 46 T 4= -774 B 4= S47 BEAP,'(NG AREA REO'D ISI] [N) BEARING 0 1 I.99HF/ 1.29OF BEARING 0 5 1.99HF/ 1.;,9nF� TRUSS�LORD INO'ICONZI)� LL* Dl ON TOP CHORD = 26.0 PSF� DL ON CEILING = 10.0_P5F • TOTAL_DES ION LOAD 36.0-PSFz■__ PSF-CEILING REDUCTION TRKEN(5/8' ORT NAIL) \—LORD-DURAT[ON-[NCRERSE`-1-.25— - 4045 12 No. C30450 M0 ! I T88 I_. V-4.0' _ 2445(NS) 9T-4.0' 1 A'�.T►- L_ 28' -0 :0' OVERALL SPAN' � PL.Hi COOL SPRC IN OOT IT 15 THE RESPONS!BIL ITV O' OTHERS TO ASCERTAIN THAT 7HE LOADS UTILIZED ON THIS DESIGN MEET OS EXCEED T R-5000 u8c 24•0c " 0•C• 3/30/87 1 ACTUAL DEAD LOADS IMPOSED V THE STRUCTURE AND THE LIVE LOA05 !MPOSED BY THE LOCAL BUILDING CDOE.OF HI670RICAL ,L!MATIC RECORDS. .:O RESPONS]BILITT IS RSSUMED FOR OIMEN6IONAL pCCURgCY- VEH!FT AL OIMEWSlOHS PRION 10 FaBR!CRT70N. CONNECTOR PLATES SHOWN ARE TRU SMAC i6. 18. OR 20 GAGE AS PEC!FIED. FABRICATION SMALL COMPLY WITH THE .'DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INS717UTE TTP11 AND Thi IRUSWRL TRUSCOM MANUAL. ALL PANEL6 NOT SPEC IF ICALLT DESIGNATED ARE TO BE EQUALLY 01VIOEO. - O£NOTES ' R jp��yr� A N A D V T R V S S I N SPECIAL CUTTING. ONLY LATERAL BRACING REOUIREO OF IN0RACED BY RUES MEMBERS IS NOTED ON THIS OAA WHERE THIS DESIGN LING! S THE TOP CHORD TO BE CONTINUOUSLY UNLESS O7NEAWI6E STATED. WHERE BY SM£:T TBE V L RUSWRL CHORD. NO RIGID CEILING 15 RPrLIEO 'D IRECTLT TO THE BOTTOM CHORD. IT SHALL 9E 9F. F.0 EO RT IN iERYNLS NOT EXCEEDING S Nf/CLEARLY S (STEMS '0'-0•. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEM ANDF ES670NP.L ADVICE REGARDING 'B TEMPORARY ERECTl DK BRACING WHICH ICN IS ALWAYS ..E OUIREO i0 PgEYENT TOPPLING RNO 'OOry1NDING'. REFER TO 'BRAC3MG W000 TgUSS SI' CORRENTARO AND RECOMMENDATIONS' (TPI 1. WHERE CONFUSION MAT EXIST CONCERNING PROPER FIELD ER EC T IDR: MRflry IN LER loft BEARING LOCATIONS. CANTILEVERS. AND THE THE '0 "PREVENT IJ FILE- T -25-12-l6• P.EF• j p —V`7 8 Ob - CMOHGS OF TRUSS- IMPROPER IN 67 ALL A'ION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CRUSE'1H£ MOdSTURE CONTEAT OF THE TRU°NPL SYSTEMS CORPORATION R B[OMOCE COMPANYW000 TO EXCEED 19'! ANO/OR CRUSE CONNECTOR PL RTE CORROSION. �ArypEA. WHEN I: F,C EESARY. ISBEbT OE7ERMIHEO SO UDICIOUS AP °l. 1CNT TON OF EXPERIENCE ANU JHi; IS OUTSiCE THE SCOPE.OF. ESP 9N SiBII!TY OF TP.0 SAL• 96 L0NGFELLOW LUMBE <4576> L p C; at 0 0IL.04 LUMBER SFECtftCArioN6 MEMBER FORCES FROM LEFT TO R(GHT: TOP CHORD 2X4 a2 HEM -FR TOP CHORD BOTTOM CHORD WEBS REACTIONS CONSTR.-IDF-L T t= -2188 B l= 1553 W t= 697 N S= 93 REACTION a B I= 1826 ... CONSTR.ROF-L T 2= -1553 B 2= 1859 N 2= -642 W 6= -842 REACTION o B 6= 1826 i 3= -1859 B 3= 1859 W 3= 93 W 7= 697 BOT CHORD 2X4 CONSTR•-HEM-FIR T 4= -1553 B 4= 1859 W 4= 0 -;- .,_..,,._CONSiR:-DF-U- "`� T S= -2196 B 5= 1553 BEARING AREA REO'O ISO IN) f CONSTR. DF -L BEARING 0 l 4•S1MF/ 2.920F , 'NE85' 2X4 STANDARD OR STUD DF -L TRUSS LOADING ICON t) BEARING 0 6 4.51HF/ 2.920E PLATING IS FOR R-SOOO.SERIES_/�OF- LL*DL ON TOP CHORD = 26.0 PSF XLING = 12.1 PSF OL ON CE[LOAD 28' 0' HIP TRUSS FOR SET BACK TOTALL DESIGN = 38.1 PSF OF 7' 8' FROM ENO WALL _ ADDITIONAL Loaotnc NOTE: LOCATE CNTER-PANEL SPLICESAT_.t/5 UN.IF:_TC=VERT * 36=81-36-8LL)-PSF-FR"— 7:7 -TO �--18-•3' FAKE: LENGTH •/- 6 INCHES FROM ---t_EIihER r-CONC: rC VERT 443.01 443.OLL) LBS AT PANEL POINT 2 END OF THE PANEL (NOCCATEO. CONC• TC VERT 443.01 443.OLL) LBS Ai PANEL POINT 5 LOAD_DURALION.[NCREASE-=-t•25 -re.c. We /Jr,► 4045 4E --- t2 t2 v 3245 4045 2445 2460 2 COMPCOMPLLETE�TRUSSES REOUIREDI CONNECi-ION-REOUIREMENrS T.•C. 160 NAILS STAGGERED Ai 12' OrC: �B:C• 160 NAILS STAGGERED AT 12' D.C. NEBS-161)_NA.TLS.Ai 12--O:C.-THROUGHOUT .t..J450 y;i PAR "� 11 •+.'�:' '�%tea �' I T� _� t- ���~ � • 4045 �-����Of \a t2 BuMc h UNT! q DING DOW TMENT �.N3245 IV. IV �44 l?ppnv 2445 2445 0830S) 2445 4860(S) 7'-Q.0' tt'-e•0' •.� V-2.0• 26'-0.0' OVERALL SPAN a ftATE CO TIC N - Da IT 1S THE RESPONSIBIL71Y OF' OTHERS TO ASCERTAIN THRT THE LORDS UTILIZED ON THIS DESIGN lEET OR EXCEED THE R-5000 UBC 24.00' 0•C. 3/30/87 ACTUAL OEPO LORDS IMPOSED 9T THE STRUCTURE AI1D THE LIVE LOAOS 1nPOSE0 By THE LOCRL BUILDING CODE CR HISTORICRL CL1MR71C RECORDS. NO RESPGN-1 OIL TT IS AS 6UME0 FCR OIMENSIONAL PCCURPCYi VERIFY ALL DIMENS 1DNS PRIOR TO FABR ICA TITIN. CONNECTOR PLATES SHOWN ARE TRUSR AL I6. IB. OR 20 GN GE A6 6PEC]F1E0. FRORICA77ON SHALL COMPLY WITH THE "OURLIT`lCONTROL MANURL' Oi 1HE TRUSS PLATE INSI1TUif fTPl) RND TME 1ft USNRI TRU6COM MANURL. RLL PANELS NOT SPECIFICALLY OESIOWATEO ARE TO BE EQUALLY OI VID 0• • DENOTES' R N R D V T R U S R D E S I G N T R U W A SPECIAL CUTTING• ONLY LATERAL CHORD REQUIRED OF INDIVIDUAL OIB TRUSS MEMBERS Ib NOTED ON THIS ORARIWO• THIS ?IO CE ASSUMES THE TOP CHORD 10 BE [O THE BOTTOM BRRCEO BT HALL 9ING UNLE66 OfNERRVAL STATED. WHERE NO R]GIO CEILING 15 RPP OTR ECTLT TO THE BOTTOM CXORO• IT SNAIL 9E 9R ACED AT IN TEfl VRLS NO1 EXCEFD7XG 10'-0'. PERSONS ERECTING TRUSSE6 FIRE CRUTlONEO TO uEEN PROF E661ONAL 'AOVIC E REGARO]NG TEMP ORRRT ERECTION BRAC LNG NMICX IS gLNgTS REDU]REO TO PREVENT TOPPLING AN 'DOM INOING-. REFER TO 'BRACING WOOD TRU66ES. COMMENTARY AN R ECOMMENORI IONS' (TPI I. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. a �8 9 s o 8 SYSTEMS CLEARLY MAFh INTERIOR SEARING LUCAT]ONS. CRNTILE/ERS• AND THE CHORDS OF THE TRUSS TO PREVENT IM►AO►EA FILO 7M-26-12-16■ RC/• INST RLLR11ON• TRUSSES SHALL NOT BE PLRCEO IN ANY ENV.IRONM ENT 74CT RILL CAUSE THE MO]STUpE CON7EW7 OF THE TRUSWAL SYSTEMS CORPORATION A SIONOOE COMPANY WOOD TO EXCEED 197. ANO/OR CRUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OETERn INED 81 JUDICIOUS RF PPLICPTiON OF F.Y.Pr.R.IENC'c PNP THEA EF!lRF IS OUTSIDE TBE SL"PE OF P.ESP M!1.19]LITT OF 1RL':R, !. 99 LONGFELLOW LUMBE <4579> .. ODCo(7'CT.'0C310O4 LUMBER SPECIFICATIONS TOP:CMORO'-2X,l-2-MEM=FIR CONSTR. DF -L CONS TR _DFYL BOT CMORO._ 2X4,CONSTR. HEM -FIR CONSTR. OF -L CONSTR. DF -L WEBS�2X,t - STANDARO OR STUD OF -L PLATING IS FORVR-5000.3ER(ES./ DF' NOTE`-IL'OCATE':INTER PRNEL SPL'ICES-AT t/5 PANEL4;LENGTH •/- 6 INCHES FROM EITHER ENO OF THE PANEL INDICATED • 'NOTE-'IX3 CONTINUOUS'LATERAL COLUMN ERANIST�� �ATTACHED To WEB WHERE INDICATED BY [■1. f MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBSREAC-T4-0NS - T 1= -825 B 1= 583 W 1= 296 N 5= 38 REACTION,c'B;-1=... 806 T 2= -583 B 2= 714 W 2= -274 W 6= -274 REACTION a 8' 6= 806 T 3= -714 B 3= 7l4 N 3= 38 N 7= 296 T 4= -583 B 4= 714 W 4= 0 T 5= -825 B 5= 583BEARING�FlREA•RE0'DtISO'[N) 8 ARING a l 1.99HF/ 1.29OF TRUSS LOADING [CON i) BEARING a 6 1.99HF/ 1.29DF � LL*DL ON TOP CHORD = 26.0 PSF OL ON CEILING = 10.0 PSF • TOTAL DESIGN LOAD = 36.0 PSF •-_ *,5-PSF-CEILING-REDUCT(ON TAKENI5/8' DRY WALL) LOAD DURATION INCREASE = t•25 4045 2445 2460 4045 i Flo. C30450 NAR 31 ^8 Jl t�r c 0F 7'x.0' }• 11•x.0' a 1 � 7 1L•0� 26'-0.0' OVERALL SPAN 3245 PLATE C ACING OA TE 1T IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE R-5000 USC 24.00 0•C. 3/30/87 ACTUAL DEAD LONGS IMPOSED 51 THE STRUCTURE AND THE LIVE LORDS IMPOSED BY THE LOCAL BUILDING COLE "_R HISTORICAL CLIMATIC RECORDS. NO RESPONSIB1L171 16 ASSUMED FOR DIMENSIONAL RCCURACT. VERIFY Rll DI ME NSION5 PRIOR 10 FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSWAL 16, 18. OR 20 LADE AS SPECIFIF:.- FRONT CRTION SHALL COMPLY NI IN INE `OUALIII CONTROL MANUAL' OF THE IR U86 PLR TE IN 6TITUTE IiP11 RNO 'NE TREE8WAL 7RUbr.OM MR ORL• RLL PANELS NOT SPECIF ICALLi DES]CMA.TE0 ARE TO 5E EOUFILLT DIVIDED. • DE k•?TES A N A D V T R U S ® D E S I G N SPECIAL CU 11'.NG. ON THE LFIIERRL BRACING RE OUIREO OF INORIIIRCI0 L TRUSb MEMBERS 16 NO ON TH1E DRAWING. T P U S W A L TN16 OE 61GN ASSG I S IPE 100 CHORD TO BE CONTINUOUSLY CH ORO BT MALL BINS UNLESS OTHERWISE STATED• uMERE NO RIG10 CEILING IS APPLIED DIR ECTLT 10 THE BOTTOM rHORO. IT SHALL 9E .ARCED AT INtER vpL6 90T ECCE ECiNF 10'-0'. PERSONS ERECTING TRu6SES FIRE CAUTIONED TO SLEn PROFESSIONAL AD Y.ICE REGARDING TEMPO R RAY ERECTlOs OR AC ING WHICH IS ALU Aib AF. riU IRED TD PREVENT 10PP l7 NG RNO 'OOMINOING'. RF FER TO 'OARCING u00D TRUSSES. SYSTEMS COMMENTARY AND RECOMMENOAlIDNS` I7P11. WHERE CONFUSION, npY EXIbi [ONCERH ING PROPER FIELD ERECi1CA. CL ERRLi HARM IN TEAIOR GEARING LOCATIONS. CANTILEVERS. ANO THE CH OR OS OF THE TRUSS TO PREVENT IMPROPER PILE• 7M-26-12-36• REI• o 9807' To INSTALL R TION. TRUSSES SHRLL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CRU5E HE M0157URE EONiENT OF TME 7 0O Z. TRUSWRL SYSTEMS CORPORATION A SIONOOE [OMPA NI W000 TO EXCEED 14'Z. FINDIOR CaUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. ;S 4EST OETERRINEO S` JUOICIOUS RPPLi;;"I N OF EXPERIEHC F. AND THEREFOR[ IS OUTSIDE 7nE SCOPE Of F'SPUNSIE;LITY OF 1RUS:WL 100 LONGFELLOW LUMOE <45801 'J C3 M O'Cl :J C01C704 - e '(LUMBER- SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHT: TOP'CKORO 2X4 at MEM -FIR TOP CHORD BOTTOM CHORD WEBS _REACTTIONS -_ CONS TR. DF -L T 1= -5857 8 1= 4000 W 1= 791 W 8= -1.778 REACT(ON 0 B l= 4539 -�Y CONSTR =OF=L T 2= -4994 8 2= 4000 W 2= -714 W 7= 1733 REACTION a 8 7= 221. 3 T 3= -3531. B 3= 2824 W 3= 3309 W 8= -183 BOT CHORD 2X8 •2 HEM -FIR T 4= -1955 8 4= 2824 W 4= 1447 W 9= 41 - •2 OF -L T S= -2764 B S= 2075 W 5= 46 BEARING AREA REO'D ISO IN) 2-DF-L i 6= -2934 8 6= 2075 BEARING 0 1 tt.21HF/ 7.260E NESS 2X1 STANDARD OR STUD DF -L BEARING 0 7 5.46HF/ 5.S40F I- TO LOADING (CON t) rWEB;:+_:IS:2�R-5000 TR. OF -L LL•DL ON TOP CHORD = 52.0 PLF 1 DL ON CEILING = L0.0 PLF PLATING (S FOSERIES / DF I -()IT tom` -NOTAL DESIGN LOAD = 62.0 PLF AD0 U [ONAL LOADING NOTE: LOCATE INTER -PANEL SPLICES AT VS __,..�UNIF:=8C-VERi 180.01-0:OLLT PLF:FR—O--O-TO=-8.3' PANEL LENGTH */- 6 INCHES FROM CONC., BC VERT 3641=,01 -O.OLL)"LBS AT PANEL POINT 3 r EITHER ENO OF THE PANEL INDICATED. LOAD,OURAi,[ON (INCREASE =_1..25 NOTE: IX3•CONTIN000S LAiERAL`COLUMN'BP,RC(NG ATTACHED TO WEB WHERE INDICATED BY C,� 4O4S 4045 �-STRIP-LOWER SECTION WITH CONTINUOUS 2430 2430* 2x4'S AT 4'-0"o.c. USING ONE 16d NAIL AT EACH TRUSS INTERSECTION. SECURE UPPER SECTION TO STRIPPING WITH TdO 5675 4090 16d NAILS AT EACH STRIP INTERSECTION. 96135G W1•)i)Uh 7290(S) Plc:.. C30at_0 a '� WAR 31 '88 n \G .C1V1� BUTTE COUNTY (BUILDING DEPARTMENT VED Ll 96135G 2x6 2120 3275 WEDGE e'-4 - 0 �9'-4 .0' e'-4 .0' 26'-0.0' OVERALL SPAN CO E 3 RL NO ON I7 IS THE RESPONSI BILI IT CF OTHER6 TO ASCERTAIN THAT THE LORDS UTILIIEO ON THIS DESIGN MEET OR EXCEED THE R-5000 UBC 24.00 O.C. 3/30/87 ACTUAL BEAD LORM6 IMPOSED !T THE STRUC7URE AND THE L1YE LORD5 IMPOSED BT 7 LOCAL BU]LOINO CODE OR -- HISTORICAL CLIMATIC RE NO REbPON 519ILITT IS ASSUMED FOR OIMEN610NAL ACCURACY. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSWAL 16. 18. OR 20 GAGE AS SPECIFIED. FRBR]CATION SHALL COMPLY WI7H THE OURLITY CONTROL MRNUAL' OF THE 7RU65 PLATE INSTITUTE (TP1) AND THE TRUSWAL TRUSCOM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO BE -EQUALLY OIVIDED. • OENOTES A N A D V T R U S° DESIGN T R U S W A THIS OL CUTTING. ON LT LATERAL BRACING REQUIRE OF INBRACED 8 TRUSS ING UNLESS I6 NOTED ON TNIS DRAWING. L THIS OED(GN ASSUMES THE TCn CHORD TO BE CO NT IHUBUSOM CHORD. BT SHEATHING UNLESS OTHERWISE INTERVAL 6NOTEQ WHERE NO RIGID CEILING IS AVPU E. DIRECTLY TO THE B0T7UM CHORD. IT SHA I! BE BRACED fT INTERVALS NOT ICEEOING NA a, . PERSON6 ERECTING TRUSSES ARE CAUT10NE0 70 SEEN PROFESSIONS[ ADVICE REGHROING IEMPORART ERECTION BRACING WHICH I5 RLWAT6 R.F')ITIREO TO PREVENT TOPPLING AND 'OOMINOING•, REFER TO-BRRLING WOOD TRUSSES, SYSTEMS COMMENTARY AND RCCOMMENAHI:0N5' (TPI 1. WHERE CONFUSION MAY EX1S7 CONCERNING PROPER FTELU EREC710N. FILL- CRR -26-12-36■ RCf• CLEARL7 nARn INTERIOR6Ckm IMG LOL'N T IONS. CANTILEVERS. RND THE LII ITR US OF IME TRUSS TO PREVENT IMPROPER A— 8 9 8 1 1 IN6TRLLAtION. 7RU6bE5 SHNu x01 BE PL ACED IN ANY ENVIROWnEN7 THAI WILL CRubE THE n016TURE CONTE OF THE -- - iRU9WRl SYSTEMS CORPORATION R 9[ONOOE COMPANY u000 TO EXCEED 19X RND10A CAUSE COIUTE[T OR PLATE [DA RO5ION. Can BER. WHEN NE CE HhY. ]6 BE57 OE 7ERM1NE0 Br .1110ICIDUS APDL ICAT TION OF=rPERIENFF RND THE RCFOg1 IS OUISIGF luf IF.OPE O ;FSP09b1R 1LI 7T Of TRUSWAL. 98 LONGFELLOW LUMBE <4578> 000Co/Eq O01[304 LUMBER-►-SPEC(FCCATIO "cam 'TOPXMORO _2X4_CONS TR—HE-M•�--F--IIR _ CONSTR. DF-L� 7 CONSTR..DF-L BOT CnOR0-2X4 CONSTR. OF -L IR CONSTR. DF -1 CONSTR. OF -L WESS 2X4 STANDARD ORSTUO OF=L PLATING IS FOR R-5000_3E.RIES / OF 2� HIP TRUSS FOR SET BACK OF 5' 8' FROM END WALL TE:-LOCATE=INiER-PANEL SPLCCES-AT' VS PANEL LENGTH ./- 6 INCHES FROM EITHER END OF THE PANEL-(NDICRTED- 4045 /*= MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBS REACTIONS T l= -1530 8 l= 1082 W l= 440 W 4= -504 REACTION o B l= 71?" -Tl T 2= -1082 B 2= t460 N 2= -504 W 5= 440 REACTION 0 B S= 1266' i 3= -1082 B 3= 1460 W 3= 111 T 4= -1530 8 4= 1082 BEARING AREA REDID 1S0 IN) BEARING 0 1 3.13HF/ 2.03DF (TRUSS-LOAOING'(CON (BEARING 0 5 3.13HF/ 2.03OF LL*DL ON TOP CHORD = 26.0 PSF J OL ON CEILING = 9.6PSF TOTAL DESIGN LOAD = 35.6_-PSF 'ADDCT[ONAL LORDING UN(F: TC VERT 23.8( 23.8LL)-PSF FR --S-7 TO 16=3' CONC::TC;�VERT 229.21 229:2LL')'LBS AT PRNEL PONT-'2 CONC: TC VERT 229.2( 229.2LL) LBS AT PANEL POINT 4 LOAD'DURAi[ON INCREASE _ .1.25 ' 4045 2460 4045 2' COMPLETE TRUSSES REOUIREOI7 CONNEC-T(-ON_REOU(REMENTS rri �T.C• l60 NAILS STAGGERED AT 12' 0•C. ,B•C. 160 NAILS STAGGERED AT 12' O.C•, WE8S-16D.Nf;ILS-AT'12; D.C. THROUGHOUT 4 fK c Lot 414 L+ LA Z) 5'-2 - 0 1 1'-8.0' •�.. 5' 12 .0' 22'-0.0' OVERALL SPAN k] i R-5000 UBC 24.00 0•C• 3/30/87 T R U S W A L SYSTEMS TRU'SWAL SYSTEMS CORPORATION A SIONOOE COMPANI ]T I6 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LORDS UTILIZED ON THIS OESI GN MEET OR EXCEED INE AC IU AL OE LOBOS POSE 3i THE STP.UCTU'E AND THE LIVE LOADS IMPOSED 6T THE LOCAL BUILCJNG COO Cc HIST Dfl ICN(. CLIMATIC RE[OR05. NO RESPONSIBILIIT IS R5 SUMEO FOR OIMENS70r. HL ACCURACY. rER1FT PLL DIMENSIONS PR10R TO FRUP 1CRTl ON. CONNEC TOO PLATES SHOWN RRE TRUSWAL 16. IB. OH 20 GAGE RS SPECIFIED- FABRICA710H SHALL COMPLY -ITN THE _OUCONTROL MANUAL' OF THE TRUSS PLRYE INSTITUTE (TPII AND THE 7RUSWAL TRUSCOM MANUAL• ALL PANELS N07 SPECIFICALLY DESIGNATED PRE TO BE EQUALLY DIVIDED• - DENOTES SPECIAL CUTTING. DNIH LATEfi AL BRACING REOUIREO OF INBRACED AL TRUSS MEMBERS 16 HERWI ON THIS DRAWING• THIS DESIGN ASTHE TOP CHORD 10 9E CONTINUOUSLY BRACED BY bHEP THING UNLESS OTHERWISE STATED. WHERE N. PERSONS ERECTING TRUSSES ARE CAU71ONE0 TO SEEM PROF ES ZONAL ROY ICE REGARDING TEMP AT ERECTION BRACING WHICH 1S RLW PTS RE OU IRED IQ PREYENT TOPPLING AND 'GOMINOING'. REFER TO 'BRACING 4000 TRUSSES1 COMMENTARY AND RECOMMENORTIONS' (TPII. WHERE CONFUSION MAT EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MRRM INTERIOR BEARING OCA N5. CANTILEVERS. ANO THE CHORDS OF THE TRUSb '0 PREVENT IMPROPER INSTALL Ai]DN. TAU 65E5 SHALL NO T 9E PLRCEO IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE WOOD TO EXCEED 197. AND/DR CRUSE rCNNECTOR PLATE CORROSION. CAMBER. WPFtI NECESSARY. IS BEST DETERMINED By "I CIO US APPLICA110N OF EXPERIENCE PHO THEREFORF 15 OUTSIDE THE `LOPE OF PE5PUNSIB:LIIY OF 1RL'5WAL. —Y R N R D V T R U S R DESIGN ►ILC• 511-22-12-36. REF• t1 o 9a LONGFELLOW LUMBE <4S73> 0C3 cl ED'I•]0(nIpO4 LUMBER SPECIFICATIONS TOP'CHORO 2X4�s1'MEn=F(R CONSTR. OF -L CONSTR. DF -L .8e0f'CHORO 2X8 :2 HEM -FIR •2..OF-Lr- �2-0F=C WEBS 2X4 STANDARD OR STUD OF L ► +WEB IS 2X4•CONS rR•,OF-L--�'-`- PLATING IS FOR R-5000 SERIES / OF _NOTE LOCFTE"rNTER-PANEL SPLICES Ar7i7S _ PAnEL..LENGTHcrl=:6,(NCHES=FROM, EITHER.ENO OF THE'PANEL (NOCCATED• NOTE: lX3 ^^_II'NU�US-�LRiER(i� COLlJHt1TBRRCING3 AiiA,.CmED iO=WEB:WHERE (NOICATED BY, -Cm). MEMBER FORCES FROM LEFT TO RIGHT: C UBC TOP CHORD BOTTOM CHORD WEBS - REACTION`S"" 7 T L= -5418 B l= 3831 W t= 4036 W 8= -9S9 -REACTION a B 1= 4315^� i 2= -2779 B 2= 383L- W 2= -3006 N 7= 1005 REACTION a B 7= 1409 p T 3= -1965 B 3= 1640 N 3= 1783 W 8= -158 �. DESIGN T 4= -1187 B 4= 1640 W 4= 690 W 9= 35 REF• T 5= -1679 B 5= 1285 W S= 38 BEARING AREA REO'0 ISO (N) T 6= -t8t8 8 8= t285 BEARING a I LO.65HF/ 6.90OF BEARING a 7 3.48HF/ 2.25OF r'^"TRUSS'LOAO IND I CONa 7!'� LL.OL ON TOP CHORD = 52.0 PCF OL ON CEILING = LO.O-PLF CTOTAL DESIGN LOAD = 62.0 PLF ADDITIONAL=LOADING ` ` UNCF'BC VERT 180.01 O.OLLI PLF FR 0.0 TO 4.0' CONI: BC VERT �',64J�GL_ 0.OLLl LBS Al PRNEL..POINir/2 lOAD.OURfi- i0N INCREASE = 1.25 J! 4890 48105 l2 t2 7 7N 96135G 7<2x 6-> TEDGE 321.20 32105 _ 7290(S) 4890 M / 32105 3275 22'-0-0' OVERALL SPAN - '�ITrI j ) IN 030450 51, MAR '88 I 4890 QUITS COUNTY UIQ ING DEMPTMEN' 8105 ,p �12 32120 96135G _ 4'-0.0` _7_3'�L•0•-� 7'-B•0' �, 3F_0'`r 4'-0.0' a 1 E F PLO TE R-5000' C UBC gClN Z4.00' D•C• O 3I3O/�% ' T R U S W A SYSTEMS TRUSNAL SYSTEMS CORPORATION A SIONOOE COMPANY IT 1S TME RESPONSIBILITY OF OTHERS TU RSCERTAIN THAT TME LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED ACTUAL AERO LOA05 i.-.P05E0 5Y THE STRUCTURE ANO THE LIVE LOA06 IMPOSED 9T THE LOCAL BUILOIN G CODE :? HISTORICAL CLIMRT iC RECORDS. NO PESPONSIRIL-ITT 1S ASSUMED FOP. DIMENSIONAL ACCURACY, VERIFT A•_ DIMENSIONS PRIOR 10 F ABRICATION. CONNECTOR PLATES SHOWN RRE TRUSWRL I6. 18. Uk 20 GAGE AS SPECIFIE:. FABRICnT ION SHALL COMPLt N1TH THE 'OUHL IiY CONTROL MANUAL' OF TME TRUSS PLATE IN 6TITUiE (TP11 RNO '-= TRUSNAL TRUSCOM MANUAL• PLL PANELS HOT SPECIFICA LLT DESIGN TEO ARE TO BE E07ALLIT DIVIDED. A OEN07'= SPECIAL CU (TING• ONLY LATERAL BRACING REOUIREO OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS DARWIN:' THIS GESIGII ASSUMES THE TOP CHORD 70 BE CONTIRUOUSLT BRACED BT SHEATHING UNLESS OTHEnNISE STATED. WHE=_ HO RIGID CE1l1NG IS APPLIED O:REC7LT TO THE BOTTOM CHOP,G. ]T SHA L! BE BRACED AT :ITERVRl6 NOT Ek CEEO:S; •0'-0-. PERSONS EPECTINO TRUSSES ARE CAUTIONED 70 SEEM PROFESSIONNL ADVICE REGARDING TEMPORRRT ERECT: _• BRACING WHICH 15 HLHRYS REOUIREO TO PRETENT TOPPLING ANO "DOMINOING-. REFER 70 -BRACING u000 TRUSSE:, COMMENTARY AND RECOMMENOH7 IONS" (T PI 1. u -ERE CONFUSION nRT EXIST CONCERNING PROPER FIELD ERECT1On. CLEARL7 nA RN INTERIOR BERRINv LOCATIONS. CANTILEVERS. RNO THE CHOR 05 OF THE TRU55 TD PREVENT IMPROP I: INSTALLATION. TRUSSES SHALL NOT BE PLAC°O IN ANY ENV;RONMENT THAT HILL CRUSE THE MOISTURE CONTENT OF T " WDOO TO EXCEED 19X ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. 15 BEST DETERMINED JUDICIOUS HPPLICAT ION OF EXPERIENrt AND THEREFORE IS OUTSIDE THE SCOPE OF 2ESPON61BIL 177 OF TRUSW;L. C� A N A D V T R U DESIGN FILE- COR -22-12-36• REF• A-898,10__ 97 LONGFELLOW LUMBE <4577- C3 O 17 L7'fp O MLO04 rLUMBER SPEC IFICAifONS TOP^CHORD 2X4 SEL.STR. MEM -FIR, - �" SEL•STR. OF -L SEL.STR. )F -L BOT CHORD 2X6 •2 MEM=FIR !� •2 OF -L &2=0F-L'�_ ZST60_OF�-L WEBS 2X4 STANOARO0 PLATING 15 FOR R-5000 SERIES / OF— twl =�1t Al.' 0' G(RCER J— MEMBER FORCES FROM LEFT TO RIGHit TOP CHORD BOTTOM CHORD WEBS REACTIONS i t- 0 8 t= 2303 W t= -645 W 5= 1136 REACTION o B l- 3641 T 2= -2303 8 2= 2303 W 2= -3346 W 6= -3346 REACTION c 8 �4= 3641 T 3= 0 8 3= 2303 W 3= 1138 W 7= -645 W 4= 0 BEARING AREA REO'D ISOIN1 BEARING a l 8.99HF/ 5.830E BEARING o 4 8.99HF/ S.83DF r1O(ROER LOADING (CON t) LL•OL ON TOP CHORD = 352.0 PLF LL*OL ON BOTTOM CHORD.= 3t0-%PLF j --TOTAL, LOAD'='662 -0 PLF I T ( GNAL LOAD ( NG �UNIF! TC VERT 352.01 52.OLL) PLF FR 0.0 TO it o, .UNIF 8C-VERT-3t0.0(`O:DLL')-PLF-FR----0.0-TO---t1'.0' LOAD DURATION INCREASE = 1.25 -NOTE='lX_`T._BRACE STIFFENER NAILED FLAT TO FCC -E OF WEB WITH 80 NACLS AT 8' 0•C.. CR A SCAB OF SAME 01HENSION AND ORADE AS WEB NAILED TO FACE OF WEB WITH 100 NAILS AT 8. O.C. STAGOERD. WHERE END[ - TLD BT C■ - SCAB CR 'T' BRACE TO �EX- 3 Z 4 5 EX - 77 -NO FOR 90% OF WEB LENGTH. 4080 40t05 ,II Giri- '! i?0. C30 50 14 _j . WAR 31 '88 3245 RPCI SP 9 O O m P $860 /Q x r 4^�L B/uTTGN IT 18 THE RESPONSIBILITY OF OTHERS TO AST ER T P 1:1 THAT THE LORDS UT ILI IED ON THIS OESI ON MEET OR EXCEED TME R-5000 Ufjl" 24.00 D•C• 9/30/87 81jilm A 5880 5660 A, 3260 �I A 1 \ A D V T R U S ° D E S I G N RPCI SP 9 O O m P $860 /Q 4^�L IT 18 THE RESPONSIBILITY OF OTHERS TO AST ER T P 1:1 THAT THE LORDS UT ILI IED ON THIS OESI ON MEET OR EXCEED TME R-5000 Ufjl" 24.00 D•C• 9/30/87 RC7UAL DEAD LOBOS IMPOSED EY THE STRUCTURE FIND THE LITE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HI6TORICRL CLIMAi]C RECORDS NO REiFGC°IEll 1TY I6 RSSUMEO FCR OIMENSIDNRL ACCURAEY. YERIFI RLL 01M NSI ONS PRIOR TO FAB ICRiION. CONNECTOR PLATES SHO4N ARE TRUNAL 16. 18. OR 20 GAGE AS "SPEC C. �I A 1 \ A D V T R U S ° D E S I G N T R U S W A SYSTEMS TRUSWRL SYSTEMS COP.PORRTION A SIONOOE COMPANY FABRICATION SMALL COMPLY NITN TME 'QUALITY CONTROL MANUAL; OF THE TRUSS PLATE INSTITUTE ITPII ANO TME TR US, 11 1RUSCOR MANUAL. ALL PANELS NOl SF EC IFICALLT OESi GAR TE O ARE TO BE EGUALL1 OI WIDE0. • DENOTES SPECIAL CUTTING. ONLY LITERAL BRACING REOU IFEO Df iND1V1OUAl TRUSS REM EflB 'S NOTED DN TM18 ORAWING. THIS 18 DESIGN ASSUMES THE TOP CHORD TO BE CONT I�o01 SARI EO 9T HALL B B UNLESS OINERWISE BNOTEO. 4HEPE NO R]G1O CEILING IS APPLIED DIRECTLY 7D TME OT TOM CMOflO. 1T SSHER 9E BRACED AT IN IEFVPLS NOT E%CE ED]N"v 10'-0'. PERSON6 ERECTING TRUSSES ARE CAUTIONED TO SEEK PROF ESSIONRL RD VICE RE0RRIIING IEMPORART ERECTION BRACING WHICH 15 ALWAYS REOUlREO TO PREYENI TOPPLING AN 'DOMIN OI NG'. REFER TD 'BRACING 4000 TRUSSES COMMENTRRY AND RMIMMCMORIIONS" f1P11. 4MERE CONFUSION nRT EXIST CONCERNING PROPER FIELD ERECTION. CLEARLY MR RM [N TERIUR SEARING LOCK TIONS. CANTILEVERS. RN0 THE CM OROS OF INE TRUSS TO PREVENT IMPROPER INS7RLLRTION. TRUSSES SHALL NOT BE PLACED 'N ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF THE 4000 TO EXCEED 192 ANO/OR CAUSE CONNECTOR PLPIE CORROSION. CAREER. WHEN NECESSARI. IS BEST DETERMINED ET JUDICIOUS APPLICATION OF EYPERIENCE R31 lH[R_FOAF. IS OUTSIDE THE SCOPE OF RESPGKSIb ILIiY OF TRUE4Al. FILE- FG—it--PLF REF. A-89819 90 LONGFELLOW LUMBE <4559> C3 t7 C3 C),d (n OIp04 LUMBER SPECIFICATIONS TOP-CMORD-2X4—CONSTR:-HEM-FIR CONSTR ,OF -L CONSTR. OF -L BOi CHORD 2X4 CONSTR. HEM' -FIR CONSTR. Of -L CONSTR. OF -L HEBS 2X4 STANDARD OR STUD -DF-L PLATING IS FOR R-5000 SERIES'./ OF NOTE: LOCATE INTER-PP.NEL SPLICES AT_ t/S PANEL LENGTH ./- 6 INCITES FROM EITHER END OF THE PANEL INDICATED. MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBS REACTIONS T l= -tOl7 D l= 846 W t= _:223 N_3= -223 REACTION 0 B l= 465: T 2= -726 B 2= 846 N 2= 743 REACTION 0 B 3= 465• T 3= -726 i 4= -lOL7 BEARING AREA REO'D ISO [N) BEARING 0 t I.LSHF/ 0.74OF BEARING 0 3 t•tSHF/ O.74OF TRUSS LOADING (CON' C) LL*DL ON iOP CHORD = 26.0 �PS OL ON CEILING = tO.O.TOTAL DESIGN LOAD - 36.0 Ym,5 PSF`CE[C-[NG;REDUCS_[ON=TAItEN1_S/_8'DRY WALL)�'� 'LOAD-DURAL[ON_INCREASE =_1125 PLATE ROTATED 90 'DEG. 3245 - T-6.0" T-6.0' I5'-0.0" OVERALL SPAN PLATE CODE SPACING DATE 17 IS THE RESPONSiU1L111 OF OTHERS TO ASCERTAIN THAT THE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE R-5000 UBC °4.00 " O •C • 7/11/86 ISLIVE NO1flRESPONSIBIL17YTHE H1970R1ORR0 �OADPTlfPORECOED RDS. 'HE ASSUMEDS FORDS DIMENSIONAL ACCUBY THE RACY. VERIFODEALL OIMEOS7 CNS PRIOR TU FgBR!C RT10N. CON HE f. iL`R PLATES SHOWN PRE TRUSHAL ]6. IB. OR 20 GAGE Afi SPECIFIED. FA BRICRTION SHALL COMPLY WITH THE 'OUALIIY CONTROL MANUPL- OF THE TRUSS PLATE INSTITUTE 17PII AND THE ' R N A D V T R U S ° D E S I G N TRUSWRL TRUSCOM MANUAL• ALL PANELS NOT SPECIFICRLLT DESIGNATED ARE TO BE EQUALLY DIVIDED. • DENOTES bNISPECIRLOE CUTTING. ONLY LATERAL BRACING REOU IRED OF IND 1rI0URL TRUSS MEMB URB I6 NOTED ON TH16 DARWIN G• THIS STATED• WHERE SINGI S THE TOP CHORD TO BE CONTINUOUSLY BRRCEO 8Y SHEATHING UNLESS WE AN E T R U S W R GE51G11 LAS NO RIGID CE]LING IS APPLIED DIRECTLY 10 THE BOTTOM CHORD. IT SHALL BE BR RCEO'RT INTERVALS N07 EXCEEDING SYSTEMS TRUSHAL SYSTEMS CORPORATION A 9IONOOE COMPANY 10'-0'. PERSONS ERECTING TRUSSES PRE CAUTIONED TO SEEM PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION BRACINM WHICH 15 NLNH`S OEOJi?EO TO PREVENT TOPPLING ANO 'OOMIHOING`. REFER TO -BRACING WOOD TRUSSES, COMMENigRT ANO RECOMAIN9 I!DN:5, 17P11. NHERE CONFUSION MAT 'EXIST CONCEP.NING PROPER FIELD ERECTION. CL ER RL'1 HARM 1H FER7OR fERnlriC- -..GL 10 NS. CANT TLE VERS. RN0 7HE CHORCS OF THE TRUSS TO PREVENT IMPROPER IN b7ALLN1111 TRU-;E.; °•tiCL :UT E PLRCEO IN ANT ENVIRONMEN7 THAT WILL CRUSE THE MOISTURE CONTENT OF THE W00D TO EXCEED 192 RNO/OA CPUSE CONNEC70R PLR7E CORAUSION. CAMBER.,'41HEN NECESSARY. IS BEST DETERMINED BY JUDICIOUS APPLICATION OF ZXPEfl IENCE RHO THEREFORE 1S OUTSIDE 7N: SCOPE -OF RESPONSIBILITY OF TRUSWAL. fTLE• SC-IS-IO/5-98� REFS -} �A _ 54 LONGFELLOW LUMCE <3155> 1.22 / 1:00 _ LUMBER—SPECIFICATION TOP CHORD 2X4 ■2 MEM -FIR ------.CONSTR. OF -L IT lb THE RESPON618111TT OF O1HEN5 TO RSCEAT AIN THAT THE LORDS UTILIiEO CN THIS DESIGN MEET OR E%CEEO THE ACTUAL DEAD LOADS IMPOSED 9T 1HE STRUCTURE RNO THE LI E LOA05 IMPOSED 9T THE LO'RL EUILOINO COTE :A HISTO ]CAL CLIMATIC RECORDS. NO RESP014SIBILITT. IS ASSUMED FOR DIMENSIONAL ACCURRCT. VERIFY ALL GIME NS]ONS PRIOR 70 FABRICATION. COIIHECTOR PLATES SHOWN ARE TRUSWAL 16, IB• OR .0 GiC,E A6 SPECIFIR FRBR]CATION SMALL COMPLY WITH TME 'QUALITY CONTROL MRNU AL- OF THE IRUS5 PLR TE 'NETITUTE (7Pll FIND T;; TRUSWAL TRUSCOM ,MANUAL, ALL PANELS NOT SPECIE ICALLT DESIGN A TE O ARE TO BE Ei LNLLY DIVIDED. ^ DENOTS SPECIAL CUTTING• ONLY LATERAL BRACING REQUIRED INUO OF INDIVIDUAL TRUSSSSHEA MEMBERS 15 NOTED ON THIS OflR Wine. UNLESS OTHERWISE STATED. WHERE THIS DESIGN ASSUMES THE lOP CHORD TO BE CONTINUOUSLY HORD. BT HALL BE NO R1G10 CEILING l5 APPLIED OIRECTIT 10 --THE BOTTOM CHORD. ]1 SHALL BE �BNACED AT INTERVALS NOT E%CEEDinG 10'-D'• PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION BRACING NNICH 16ALNR T6 REOUIREO TO PREVENT TOPPLING AND OOMINOING-. REFER TD 'BRACING WOOD TRUSSES COMMENT ATANO RECOMMENDATIONS OAT10N6' ITPI I. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ER EC 110V. CLEARLY MARK IN TER ]OR BEPRINU LOCATIONS. CANTILEVERS. RNO INE CHORDS OF THE TRUSS TO PRE PENT IMPROPER 1NSTRLLRTION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF iri 4000 TO EXCEED 19X ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. 16 BEST DETERMINED 91 JUDIC IOU5 APPL iCRT ON OF EXPERIENCE ANO THEREFORE. IS OUTSIDE TnE SCOPE OF RESPONSIBILITY OF TRUbWAL. CONSTR -DF-L OT`CHORO 2X4 CONSTR. HEM -FIR CONSTR. DF -L r CONSTR-._DF.=L 'WEBS 2X4"{ STANDARD OR STUD DF -L -PLATINGwI_S-FOR_R-5000 SERIES / OF NOTE: LOCATE INTER -PANEL SPLICES AT us PANEL LENGTH ./- 6 INCHES FROM EITHER END OF THE PANEL INDICATED - MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBSREACi,[ONS�= 1X _jNOTE3 CONTINUOUS LATER4L COLUMN-BRAC[NG__ T 1= -574 B 1= 405 W 1= -200 W 4= 254 REACTION o 8 1= S47 ATTACHED-TO•WEB-NHERE_CNDICATED BY Il!1 T 2= -398 B 2= 203 W 2= 242 W 5= -533 ,REACTION.c•B..-.4= T 3= -215 B 3= 0 W 3= -159 BEARING AREA REO'0 iSO IN) BEARING o 1 I.3SHF/ O.88OF _ _ BEARING o 4 1.35HF/ 0.880F r—TRUSS LOADING ICON 1l . LL+DL ON TOP CHORD = 26.0 PSF -1 OL ON CEILING = 10.0 PSF ■ ' iOTAL-DES[GN'LOAO-=" 36"0-PSF'■ ,*-S-PSF-CE{L-CNG-REDUCTTON`rAKENl5/8''DRT'WALC1 -� Z LOAD DURATION [NCREASE_=j -25 — - l 4'-0.0' 6'-10.0 6'-10 •0' 4860 • �"�... .^.'. �:��; '' per• 12 12 N0�6 ty 2445(5) H,JR 31 '88 083 y 12 BUT ' COUM gUi�l9G DEPARTMENT 2445 3245 it A 1 0- K k_-) e t= w 4880 ( S ) ( I (AS) 2445(NS) 2445 7'1L•0' -i_ 7''i-0' �1..3'12.0'- 17'-0.0" OVERALL SPAN—"" --1 Y PLATEC R-5000 USC C NO 24.00 • O.C. A 9/30/87 T R U S W A SYSTEMS TRUSWAL SYSTEMS CORPORATION A SIONOOE COMPANY IT lb THE RESPON618111TT OF O1HEN5 TO RSCEAT AIN THAT THE LORDS UTILIiEO CN THIS DESIGN MEET OR E%CEEO THE ACTUAL DEAD LOADS IMPOSED 9T 1HE STRUCTURE RNO THE LI E LOA05 IMPOSED 9T THE LO'RL EUILOINO COTE :A HISTO ]CAL CLIMATIC RECORDS. NO RESP014SIBILITT. IS ASSUMED FOR DIMENSIONAL ACCURRCT. VERIFY ALL GIME NS]ONS PRIOR 70 FABRICATION. COIIHECTOR PLATES SHOWN ARE TRUSWAL 16, IB• OR .0 GiC,E A6 SPECIFIR FRBR]CATION SMALL COMPLY WITH TME 'QUALITY CONTROL MRNU AL- OF THE IRUS5 PLR TE 'NETITUTE (7Pll FIND T;; TRUSWAL TRUSCOM ,MANUAL, ALL PANELS NOT SPECIE ICALLT DESIGN A TE O ARE TO BE Ei LNLLY DIVIDED. ^ DENOTS SPECIAL CUTTING• ONLY LATERAL BRACING REQUIRED INUO OF INDIVIDUAL TRUSSSSHEA MEMBERS 15 NOTED ON THIS OflR Wine. UNLESS OTHERWISE STATED. WHERE THIS DESIGN ASSUMES THE lOP CHORD TO BE CONTINUOUSLY HORD. BT HALL BE NO R1G10 CEILING l5 APPLIED OIRECTIT 10 --THE BOTTOM CHORD. ]1 SHALL BE �BNACED AT INTERVALS NOT E%CEEDinG 10'-D'• PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION BRACING NNICH 16ALNR T6 REOUIREO TO PREVENT TOPPLING AND OOMINOING-. REFER TD 'BRACING WOOD TRUSSES COMMENT ATANO RECOMMENDATIONS OAT10N6' ITPI I. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ER EC 110V. CLEARLY MARK IN TER ]OR BEPRINU LOCATIONS. CANTILEVERS. RNO INE CHORDS OF THE TRUSS TO PRE PENT IMPROPER 1NSTRLLRTION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CAUSE THE MOISTURE CONTENT OF iri 4000 TO EXCEED 19X ANO/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. 16 BEST DETERMINED 91 JUDIC IOU5 APPL iCRT ON OF EXPERIENCE ANO THEREFORE. IS OUTSIDE TnE SCOPE OF RESPONSIBILITY OF TRUbWAL. A N A D V T R U S ® D E S I G N FILE- ST -171211-12.76• REF- n A— H 9 S 1 8 93 LONGFELLOW LUMSE <4560> CD 13 cl o I C3 de �A k TRUSML LW .'%A, A SYSrEM5 TRUSWAL SYSTEMS CORPORATION/ A SIGNORE COMPANY WESTERN DIVISION / 3850 E. MIRALOMA, ANAHEIM, CA 92806 (714) 630-5100 January 10, 1986 I Longfellow Lumber Co, y14Y4f c.� �Vetto, P.O. Box 672 Chico, Ca. 95962 Truswal"'s standard pitch truss desi.gns'(24" O.C.) may he doubled for, use-asaDur._ch :gable setback 6'-0" from the end. walk. These two member ttrr-usses=ar-e-t.o Tf.-abri'ca-t-eel andl nailed, together with 16d nails,. @ 12" O.C. ------------ `by Longfellowci:dimlre-r-C o-oii tIeirpremises. `The truss fabricator may also provide a ?-Y—1-77---f o.E-one-memlier) which, is to be6 one size lar er than the rafter-of-t'h end jacks used for the Dutch se;:. Tlie.-naile-r may-be--attached-,w.itlt— =14 ga. 7/16"cr_ow.n_s.ta.1).1.es..-@_eac.h_t-r_uss iiit.e.r.s-ection. If I may be of further assistance, please feel free to call. Very truly yours, ' Truswal Systems W Paul Gregory,-P:E. co C rn O rn 0, PWC;cb Z ' M y r .,.,_,,...•,,,.-•+,..,.�.....w.. 1 ?,« .r �-�;'!,_'.,.:?r .Lt '.'_C4�-.",,,`.- t•. _Ir:_oY!'i.:/r.x?-, A=a^urfJ?,i!`"t•..:'i'�"^l;.<r�r �T: d . ;..,;'..,.�.(. :Vr*rji•^i�r.,.,,d�ti�<.x•,.._.!,`•i,%?-+iN'_^- i•<...,..+:��•s. 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'.: , -rte- .7 _ - - :.....� �..� - u.•!'` 1 ,;- r,,e;.:;�, "�'� ,•+'+s:., - T::+ c.. .'rMy -, x -t .•l'_ ..%,:• 'i•• .d ':.r� „'•.C. .y.:�-�,'vi'•i .+.K- S 3;,,. S�Yir y.. '.J:.".t s .`�21 .wn- *:r': ;-+.'�>:'Y4'. �'ti h ��. .-s,,�.�ra.'+C�J. _ ^,;,,.. A% T•.✓r ,:�'"'. .x'F'. r � '�:,; s- r'�4,s «,. >::'t ♦ :(t`?'„.;,,t 5 3 .!� .�. ...-._t:. ,•�,. 3, -"%.:i�t'. •r�•1v L�' jA � P. Wit. �� ��• •���•'f"�.._: �"✓ .,ys` t }r..W a• "Y� Y4.�r�•�. ij. » F �� i i '`t�." _.a't''' ^�:... �n''-di. •r '^T - R SMALL BE OF YdIMUM GRADE L SPECIES FOR TRUSS.SPANS AS N01E0 BELOW: IOw9as Fir may ee auesut.,m weer• Nem -Fir a 30MIM4.1 - ' GOnRAL "OTO: M+rr PY gr<AH -"" •' _ •" 5¢E SS nF al of fit nF._ fnN 1`F SS r•F fit NF K2 NF 1 Crim ,:F 24nn F 710n F 1h5n F 1050 f 1760 F iw ,b",ti lrur�ir r° •„I p.„rAa­ •� 7X M 36' A• .1h, A• - - _ _ .,.. - .. 36' A• •a.O.q,....r -arrmwr-d,..wrom,P.w .n+a.,wO. CHORD' - - . •- a .. Ow9' A.gnw. Uma e're0 r r s rna ,3• w ,rare dwd. tx a 3a• 1" 3;' 9• 3n• 7' 77• n• 12' 1' ZO• n• 2h. 7• 35' 1• 34' 1' 37' 1• 30 A 27• 9" A_=RAI 7. A* -r wr,.F, --= • v ,! '`. BOTTOM CND. A•. 4• 3A' P• 33' 7• 79'10• Is A" 31'10• 29' S' 9 aANw- Ano.d WWWV ,r„rb� dwal Naa 2x a 16' P• j4, 1” 2 ,asoo,sac,,,,c.,c.,dq•.ndoet - WES MEMBERS 2sA STANDARD OR STUD GRADE ME►4FlR. 2c7 12 HEM -FIR OR AS NOTED ON DESIGN A , , r - •$ P 4 C E n 20_, n • r n . L .'�' 2x4 STAmnARn nR STnn G>:AnF.^NE'1-FIR^FnR',Ea"•s;Et'HELS� LLnkn iiON-QnI)F32,,nRATtnsOL0« ROI7F = 32.0 PSF ON CETL1Nr, 70,0 PSfESIG''' LOAO = 42.6 PSF jItOFF PANEL Pnl,!T SPLICE (T7) CETLI':G REnuCTIOaTiKFN, 2zh Mu,0Y 4,S,iaO Tn ib' R• "' AL ,TPESS nsLYRATTnK INC?EASE =_1.15 PEAK JOINT OETPIL A' H. 2x6 R41.nxh,0,T4s 36' P' 2.0 0,0, 4 7Yn R7,4X4,5,T7,5/4 Trti 35• 1• •"AYT"'I'+ TRrrSS ''F'.BER FnRCES wEACTin%'= 1132 21b R4,nx4.5,T46 30' 0. 7.614.6, 4 T I -71x2 ° 1 I4hl :• 1 -524 hl 2 675 2:7 u4,0xa,5,144 35' 3" 2.n u PAnFL. POT>'T SPLICE (TJ71 T 7. -fARt H 2. 1366' 14.0. 2210,R4,Nxh,O,TSb TO 3s' P• B 1 1 1I 2Ya Gn,n%o,5•,T54T0 15' 3' ..w�.r++ �y'11 IN� ` BU 1 t LJ lJ A• C '+•1 SPLICE f• �j 'i�f/Y T R,.6Y3.n,T3/1.5 TI, Sh�01LDING DEPARTM' V 2 0- 41.h'x3.C,T31 TU 1't 1 , • n, AY i. n,i11 TO 7.n• n• TJ2 R O • V / ` 1 ,. 4? l •�- A Gc� tiIVM'nEC�ro, o"fq A �. C/20 uu . �� 2967 + 1.5" MIN,SPI.) T7_ /5(�-,��mcr �'r \ +4rrn,o'�.f.. ecua _ l •�� . .. eoua L/15= 1111 ,Fila,::=/4gfo opArtuq,4 r Ni W. 7070 Bt -- •:.i Juw �. B2 `✓ f x,gNq i BJ2 3 EOUAL PANELS BOTTOM CHORD �rY;T,`.rt ✓ :r SPAN TO;k q" e! .• PAGEL POINT SPLICE (H.121 0(wG-FIR SPPUCE-PTn!F-FIR 1 2xu Ru,AXb,J,T5h Tn ls' A• 44,OYu,5 TO 36' A" 41,7X7,5 In 36' 2Yu 9a,AX6.0,T54 Tn 3n' 0• 82.40.9 Tn 37• b" N1.2x6.n In 31. ,un 1= R2,4xh,0 TO 31' 9' R7.nx7.5 TO 23' 9• n;°, c* !U SPLICE 82,4x0,5 TO 24' 5• R7,ux6,n TO 23' 3" frac+ttA` �'yn'�J Tru P2.4Xh,n,T2.5/n 71) ih• n• R�,axa,5 in 17'11• 2x0 N2.0X0,502.5/4 TO 3n' n' nnur.-ETR SPRUCE -PINE -Flu Toy TO 36' H', T4h TO 3h' R• N [nN.rR /��• �I Tis Tn 34' 0• T45 TO 35' n" i7.S/s TO 2A' S• ilh TP 11' 7" VFF PAntl VOIN1 SPLICE (!`7) T2.5/a t0 19' 3' 17,5/6 70 261 5" 7x4 R�,aY!,n,i7.5/b. TC ib' �• _ _-- -•-- ?2.5/4 TC 17'16' Symmetrical2x4 R2.4xa.5,T2.5/4 In 30' 0• Aboul Centerkne TAWyI'AL COWKCiM! t r417r+ d P,rr 0 -ft YO wr to a.. tt go -'W rr aur mew. drnp.gg0 r Arlbs - '. t- dQ}{ !a'OiCAT[ S� Of KATt M MOfl � FILE NO4 T -36-b- a2+ (74) 0/3 SP �20Wal ROWUVO.f TI:A"On i: Nit..irlAt*, v 7rwwNrlrl,oP• Mbr.lO'a2S'at/bY.wMra"Y'tllt♦ER: SlrWdmrrgw4�ARwrr�llOwOrF+"M »rs R• l+errr W P rt, lal: t0 r.w r aR .,O'a]r' La F Tqr, w W,dre ro r• I ar. r 25'• 7e .e,dr w Y ' » rorggr .eoa >erss. r .o.o..a� ._. , r r' ��.�5- S'uA' R DATE: - • _ 3; 1 7 / i 9 ' - ---- - -• - •- p p,4nre D7 /d'RMt • • o0r asefifi ra+.do .rr w.y..e ,o• a r.., rr r,dn rlr,r ' __ `-"'ia_=:,,; ,nam ti" Y.taa.,. to oA .m u..d Al Orta r. 24 9i' �... i Ja R[F: gwiS-7e DfS�T TK aLrr - Fp,rp,01O,w...rrP.to.PmmwrP..a.r.roouo.err�P...r..d.mradoa.r..a..r::wa:a .Foe.�e..v,••••••••Lcao.wutw.rRw,r' - asim" Tux ? X +. ° m - .7. -xr r_ t$-#'�4'• .;Yr_ i -r _ + t `�:. �F ,ywt r •t y, r ' i rt _'Y .+.: _ iYj p7--rCe �x'v�. +: )�- i ,-.. iY'r+ �" `+.. _ .. a .cr •:.�. r�-J':p:;^Sy. -'J•. �'FG"..'.T�.-_i xy. X7:14-'l,��-,T-� • 7l•^..af,.• � 4. ; � �!'`7 r,{ 4, ,�•. r _ - af..-.s• -� ,C�� •,n,G 'G - -i•11 r _ F :,f ry;� - .,c+,.'- �•. - 1 Vii;°:� �'•re+."LY ^' -y,» ♦ k: t, , .. n. "t . .. y �1- '� ra �,�-ma=r __J^f. A-�!.•:ii r:p •fir'"'. w ,L. ,.4" �Y�" •Y`-;'�",R' •�y,L�a,. _:.- .. M,+. ".•?�,!. ... :, ayi7ix.ti*.f'a.e-. ..,w .t.._•s+:•+r �.r.�a �- ssl.ii- __'-,._a..:r%D`».., •y'i_�"'S'�57iSKvtl.�:.�... _:1 .�. :-ter �ti:'.Y_��'Y'.'l.', .�C4++�.<+:,.?::._:t�..G _-_ ..n+`.,. °i £.._-rK.s'Gt�' _ — .. __ _-�e�.'°� _ •• A14X IMIJM RAFTFu AND .10IST SPANS SPA CEn 24 00" LIMITING CI:ITERIA: .v -L-2 ----------- <= 1,25 (FOR CEILING JOIST RF=1.0, C9I=1..0) 9,FH•RF•S DL>=.5•LL 5iw•L-4 SLOPES<u:12 SLOPES),a4:12 ALL. SLOPES CEILING JOIST --------- = nEF w=LL W=LL w=LL+K•DL W=LL PRUPERTIFS: i84-F.I nEF-L/?40 DEF<=L/180 nF.F-L/180 nF.F<=L/240 2114, 5=3.06 , I= 5.35q 2x6, 5=7.563, 1=20.797 RF=1.15 , K=1.0 •------------------------------ RAFTER RAFTER CEILING SLnPE<4:12 SLnPE>=4112 JOIST T-31, R-1. 6A any pitch (see chart) LIVE lnAn. ____> ,?01OPSF 20.nPSF 20.00SF 16.nPSF 16.OPgF 16.OPS9 l0.OPSF 2x4 stud with T-31, R -1.6x3 = DEAD LDAP =___> A.OPSF 15.OPSF 2n.OPSF 7.OPSF 14.OPSF 19.OPSF S.OPSF (not required if top chord supported) TOTAL LOAD =___> 28.OPSF 35.APSF 40.0PSF 23.OPSF 30.OPSF 35.OPSF 15.OPSF SIZE GRADE E FS 2X4 55 OF 1.8 2100 8' t" 7' S" 7' 1' 9� _gam 7'''10- 7' S• l2.X4 s 1 0I OF 1 .8 1750 8' 1. 7 5" 7 1' ' 9'- 8" 7'-i 6-" 7 i 5" .2X!' 92 OF 1.7 1450 8' 0" 7" 3"' 7' On 9; -5" 7i A' 7' 3- 2X? CON OF 1.5 1050 7' S" 8. 6'24 8' 28 7' 2- 6' 8- 2Xts 03 OF 1.5 800 6.r._6if -9-ii-ST. 5• .--- 7, 2" -6, 3 5T-9" - .2 X e,- STUOOF 1:5 800 6' 6" 5' 9" 5' S" 7' 2" 6' 3" 5' 9- 2X4 STD OF 1.5 600 5' 7" 5' 0" 4' 8- 6' 2" 5' S" 5' 0" 2x4 5S HF 1.5 1650 7' A• 7'*00. 6' 8-- 9' j"- 7� 4" 7' On 2X4 al HF 1.5 -1400 7' 8" 7' 0" 6' 8" q' 1" 7% 4" 7; On 2x4 22 HF. 1_.4_ 1190 7' 6" 6' 10 6' h. 8' 7- 7' 2" 6' 10" 2X4 CON ,HF f.2 825 6 7 5 it 5 6 7 3 h a 5'11 2X4 e3�HF 1.2 650 5'10" 5' 3" 4'11" 6' S" 5' 8" 5'3" 2x4 STUGHF 1.2 650 5'10" 5' 3• 4'11• 6' S• S' 84 5' 3" 2X4 STD --MF ' 1 .2 a75 5'...0- 4' '6" Q', 2' _T �� ._. y�.10� pi -6" 2X6 SS DF' 1.A 180n 12' Q- 11' A. 11' 2" 15' 2• 12' 3" 11' 8" '2x---TI-6 ._ _.2' . ' . - -._..-....2. _ 6 F i.8 1500 : 9• 1 1 A" 11' 2"- 15' ?" 12 3" --i1' A" 2xb 92 OF 1.7 1250 12' b" 11' S" 10 8" 14' 0" 12' 0" 11' S" 216 43 OF 1.5 725 9' A" A' 80 A' In 10' AN q' 4" 8' 8" 2Y6 STI ID DF 1.5-- 725 9' a. 8' A" 8' 1" 10' 8- 9' 4" A' 8" 2xb SS HF 1.5 1400 12' 0" 11' 0" 10' 6• 14' 3• 11' 7" 11' 00 2Xb al HF 1.5 1200 12' 0" 11' on 10' S" 13' 9" 11' '7" 11' 0" 2z6 r2 HF 1.4 1066 11 S" 1O' 2• 9. 60 12� 7" 11' on 10' 2" 2X6 03 HF 1.2 575 8' A" 7' 9" 7' 3• 9' 6" 8' 4" 7' 9" 2x6 STUGHF 1.2 575 8' R" 7i q" 7' 3• 9' 60 A' 4- 7' 9" EJ VAQIAA'LE (1/1) CSt=i.25 8/22/77 LL DEF=L/240,L/tA0 S-25-5 RAFSPAN.CTAlg77 T-32, \ R -1.6x3 a plates sized for handling only and may be 10' 3- replaced with any equal fastener 1U' 3" pLp Vqp� \ - 1 8.5" we. 3677 50 C '4r. •'�� C,p C.7G 6 5- p'�. C.9 . C►aFp 9' A" 9 : 8 - CNAAO Pprrtss,o C P 1 110. r J� r. 99 O o NO sou J -6 - 016016 scor: A lot 6 , 84 Y/ �� if p J CARN01L 1 5' 8" • 16' 1" �".CCp9 QT.01ISS".k 14 60 it ' 0 I1 � n ■ rJra.. ••°�` 'G ac.� toy,• 15' 2" • - i � 13 ' 0 CO V NTY ♦.°"" e.�,ri BUTT a° 91100. r S= A 9' 10 BUILDING DEPARTMENT SPP t�0 ` �5� .► TRUSWM ►.i.MAMASYSI EMS e p "eight of Width of ?otai Run �a�d �m Q�niii,� "bor fluter Nurnbe� 'Riser$ of R R � 7r T ds , � Y u 41 N , :Y,: �;• �3'` D3" -� 10" 10'0" 6'6" 9tg'h"