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068-360-145
Lu�IIII II Y Lu Jo o 068-360-114 00-2461 CARTER, CHRIS rum L, CASTLI. CREEK DR. OROVILLE CONTR:OWNER __ NEW SINGLE FAMILY 068-360-145 02-07�7CINI1 A7L-ECARTER, Cq1�IS I.0I-0 226 CASTLE CREEX DR.. OR 068-360-145 04-1803 WILLIAM, DANNY 26 CASTLE CREEK DR, OROVILLE, Cont: BLUE HAVEN POOL -MASTER 517-01 0 Lu�IIII II Y Lu Jo o 068-360-114 00-2461 CARTER, CHRIS rum L, CASTLI. CREEK DR. OROVILLE CONTR:OWNER __ NEW SINGLE FAMILY 068-360-145 02-07�7CINI1 A7L-ECARTER, Cq1�IS I.0I-0 226 CASTLE CREEX DR.. OR 068-360-145 04-1803 WILLIAM, DANNY 26 CASTLE CREEK DR, OROVILLE, Cont: BLUE HAVEN POOL -MASTER 517-01 NOTES RESIDENTIAL PERMIT NO. 068-360=145 04-1803 WILLIAM, DANNY. 26 CASTLE CREEK DR, OROVILLE h 1. Cont: BLUE HAVEN r I POOL -MASTER 517-01 r� SPECIAL. CONDITIONS -4 CHECKED BY , SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HO SING LETTER 04 F F JOB FINALED (Date) Signature J = OK- , 0 2%Vot OK = NotReadyable MISCELLANEOUS MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date Card B-1 " 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Carports; Windows -Doors ' 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Siding; Nailing -Veneer -Stucco -Mesh 6. Gas; Location -Test -Wrap;-/ ' P' L'ft. / P Nat. or / P' L "ft./ P LPG 11. 7. Well Clearance & Disconnect Braced Wall Panels 8. Utility Clearance Date MISCELLANEOUS Card B-1 Date Card B-1 Date Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 " Date MOBILE HOME INSTALLATION (Plans) OK except #'s Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 1.. Zoning Requirements -Setbacks -Easements 5. 2. Footings; Size -Spacing -Marriage Line Carports; Windows -Doors ' 3. Gas; MH Test -Demand -Valve -Connector 8. 4. Electricity; MH Test -Crossovers -Breakers -Clearances Siding; Nailing -Veneer -Stucco -Mesh 5. Drain; MH Test -Fall -Flex Connector 11. 6. Water; MH Test -:Regulator -Connector Braced Wall Panels 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type' -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1'. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas;.MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PO MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ' 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PO (Plans) OK except #'s - SP tbacks-Easements Soi , ompaction-Structure Stability ool Structure; Steel -Connections -Thickness Dead Men-Lining.,,- en-Lining,,-4. 4. Elec.; Re es and Ligkt , Di tan" -e GFI ' 5.LX1ee-,-Fool Lighting; 15 yolts- . 6. Elec.; Enclosures; Condw Entries -Terminals -Listed ec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. PI b.; Cir. Test -.Water Supply Test fight N(rhe 1 osure; Fencing -Alarms Datet- 'Y Xard B-1 Date Card B-1 Date Card B-1 Date Card B-1 t J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 75. 24. Fixture & Transformer Clearance -Ins. Protection 76. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 77. 26. Size Boxes & No. of Conductors Stapled 78. 27. Romex Installed Close to Edge of Studs & C.J. 79. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 80. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 81. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 82. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Energy Compliance Certificate -Other Certificates 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: FROM :BLUE HAVEN i FAX NO. :1=530-342-5724 Sep. 29-'2004 03:08PM' P2 `.;09/17/2004 12:33 408-8461070 AQUAMATIC PAGE 02 a P '1 of 4) YY 408/247-4937 FAX 408/247.75.40 h AUTO OOL -COYEEt CRT N .. .. h >. I CS9' File: #059T31130= c� Date Tested: May 20, 1993 Date Reported: May 21, 1993 e Specification: ASTM Designation: F,-134&91 z a �C Tested Unit: Above -Deck -Track, Automatic Swimming Pool Cover System Source: Manufacturer: AquaMatic Cover Systems " • - O LABORATORY ANALYSIS 7 tiREFERENCE: Standard Perfo'imanee -Specification and Labeling Requlr_entents_ " for. - &stag _'C®veral... for ' Swfnrmhzg" Pools, � z E� jam„ Spas and Hot Tubs (ASTM Designation: F 1346-91). w SCOPE Requirements- fot•-safety- per ASTIR- F 13464?:. a z• As stated in referenced standard. - Z� 3. As stated in referenced standard.; 4. CLASSIFICATIONS &. MINIMUM CRITERIA.' 1 Power Wety-coveT (pSCy. Provides a high level of safety for children under the age of .tive by inhibiting; their access to the water. 4_l.-1 As_.slated-in.reUrenced"st ►dards ; 5. MATERIALS AND MANUFACTURE , Test un-p-compties-witit the SA, 5:2 and 5.1 requiriffmnts. FROM :BLUE HAVEN r FAX NO. :1-530-342-5724 Sep. 29 2004 03:08PM P3 -•_99/17/2004. 12:33 409-9461$70 AQUAMA-TIC- PAGE 03 -A-U-TQMkT1V CO'Eft O1 (Page -2 -of- 4-X , ECS.® File_ #059T -j930-1,, , 6. GENERAL REQWREN[1 NtS FOR SAFETY COtfiRS'' 6..1.. Installatio.nAJse.:of-safety. ¢avers,- Unit eatnpl " vaith-reqvirement� 6 2 Ubel. attached to- tl e- cover meets, and/or exceeds the 'general requirements as required.bx the 8.3.1,..8:8..8.8..1 and & 2g 6.3 Markings for safety covers. a6.3,1 Unit hats manufacturers name, Unit Complies with guideline, 6.3.2 . Unit lista date manufactured... Unit. complie wi . _ � � ih_ guideline_... 6.3.E Manufacturer provides Instructions to consumers to inspeE Lhc cover for -premature' wear in consumer packaging. Unit therefore complies. 6.3,4 Label attached . [o unit . meets_ cite .general. rcqu4etnejuk described In 8.4.1, 8.7, 8.7.1, 8.7.2.0 8.7.3, 8,8, 8.8.1 and 8.9. Unit complies with guideline, 6.4. Fastening- Mechanisms or Devices. Fastening devices remained in the ` intended; Se�f'e�pvsitions--whcWttraf teat unit was subjected to the load: and perimeter deflection tests performed-as-called..for under the --9j and 9.2 SuideGnes..UnI( complies with all requirements. 6:5: O s,- NQ z. °Pe�'et`e aHowec vi►hen tested by the test method - described in 9.4. Test object did not gain access to thewater', 11W was it subject to entrapment. Therefore, untt,camplles with this guideline. 6:6_- Scams, Ties- or-weldvin the --cover showe&r!o signs of damage when tested by the methods described in 9.1, 9.2,9,3 and 9.4,.' Unit me-It all requirements under this guideline. ?... P REORMANC>E..RIEQUjjtF1kNTS_F0R. &r4F COVE".. Refer to Test Methods as describedin the, 91.9.2, 9.3.. aad.9.4. guidehnes.. FROM :BLUE HAVEN. FAX NO. :17530-342-5724 :..09/1-742004_ 12:33 408=846.10-70. AQUOMATIC Sep. 29 2004 03:09PM P4 PAGE 04,, A -TIC- R 0' W- (P& 3- cif- ECSe File-. #o59T3#3&- NEQuIREMENTS FOR ALL COVERS Unit complies with require 91. TF -ST METHODS. FOR SAF iW CovEgg. 9-1 -Static Load Test. Test Unit was subjected to 490-lbs.(;omPosr11. 01" On*- 1504bl. - om One 180-1b weight) slightlyd, exceeding load required `per .Standaro._ .Test jabjects�,.Were,\ applied at two different .points (the center point of the cover; and ..betwien.,at;acbMe]nt points Rt.l. &Uanc&of 4_5,_&*..,d remained in tach, test position for a period of 5 min Ocular. Although, nmMiLdef[ffCtiaM_V4s_ obscured; minutes or 9 through the cover was Possible. Test Unit complies -with requirement. 9t2_ P.erimc.ter-De&ctimTCSL.AppUed-504b-weight- .at--a-dist'ance. of four -and -one-half feet from side Of Pool. Applied 36.6.1b.' ellipsoidal shaped_tet_ob*t. Telr Lhrwdid-noit allow the test object 'to - pass through, gain n access to, orbe subject, to entrapment between the cover and the side of the''pool. Test Unit-COMOC&with rcq.uir=ent&.__ 9.3 SudaLM.Drainagpe'test.-Applied. a .36 -6 -lb- . torsa shaped- test, object in a supine position, faceup, at a distance Of two -and - one -half -feet- pamlicL-witk. edge -.of pea Aft -even water _$� was applied at.a rate of 10 gallons per minute: After 3 minutes, minirrial. water- collectiow was—Observed- Around testobject. Continued applying water with no'unsafe water pooling. After 30 --minutes- drams- time; ie -applied 36.6-1b test Object with - no unsafe amount Of water PPQn&.._ , Test . Unti. complies_ With requirements. 9.4 Ope-niag&.Test: Applied -solid faCe# #ph . ffje�&i teW 0* ' ctwwk breadth of 4.5 in. at a force rate of 40 -lbs., steadily, to the to surface -of the-pooL- NortlowaW bs PaSSWWEWO etvable..Test, Unit complier with requirements. OPERATING CONTROLS, SAFETY COVERS M-4-- FROM :BLUE HAUEN FAX NO. :1-530-342-5724 Sep. 29 2004 03:09PM P5 0.91.1.7/20.04- 1.2:.33.. -- '468-84610.7.0 AfllJAa4AT1E PAGE' S a.. ECS -6, File -#0597-3030=I t a 2- < Unit tmj jpj .with rcgti irements, 1'0.3 Unit comPlIeg-With-requirernents " .t * 10.4 , Pool eOCt Opefs'tjn$ Controls. , 10.4,-1- Eor►t-tpis- r compl3` °vvwm-'?viT=ants. Unit complies i th requirements. IRA -2 1:lf" cOnt0ei wilt tequiremeutg,., " CLUS O ; Tested unit 6& > . }l:�tt}r'ements-ofddv tandard. , UNIT COMP-LtWV tilt-A&TM IF -1-346-9t REQt kEMENM. Resp .,M z "' Jos a�.o , P.E. 434--�2A�lC.IC . _ � • i 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 PERMIT NO. BP041803 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: APN: 068-360-145-000 the Business and Professions Code, and my license is in full force and effect.1 Q Q License Cl ss : License Number: I v v 19 Site Address: 26 CASTLE CREEK DR ORO `J Date: `�-1 Contractor: Map Index: Description: POOL - MASTER #517-01 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: DANNY WILLIAMS to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 26 CASTLE CREEK DR. 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA 95966 she is exempt therefrom and the basis for the alleged exemption. Any 530-538-9631 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: DANNY WILLIAMS Code: The Contractors' State License Law does not apply to an pp owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor:. BLUE HAVEN POOLS and who contracts for such projects with a contractor(s) licensed DIVING LADY INC. pursuant to the Contractors' State License Law.). 275 FAIRCHILD STREET ❑ I am Exempt under Article 3 of the Business and Professions Code SUITE 100 A 95973 530-899-8445 Date: Owner: License #: 718849 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance an policy number are: Carrier: Total Square Ft: 0 S. F. Policy #:_Z Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the ,Labor - - code, interest, and atto_rney's fees. 4_64L� CONSTRUCTION LENDING AGENCY _. I hereby affirm that there is a construction lending agency for the This permit is hereby issued under the applicable provisions of the Bntte County Coda anrVer ResoI do to do work indicated above for which fees have been paid performance of the work for which this permit is issued (Sec 3097 Civ.) 1/10 Name: By: Address: PERMIT EXPIR N. Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorize `agent of the owner. I agre co ply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or um nt of But a Count h e authorize represe tatives ofButteCounty to enter upon t above mentioned property for inspection purposes. Print Name: ,U 1 ^ Signature: O Date: ❑ Owner ❑ Contractor ❑ Agent for Owner 13 Agent for Contractor J BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION APPLICA T SIGNATUR X q/e_tk4 For office use only: OWNS Name a Address 5 C b City C) ' State Zip (o Phone S C�3 S� g(v gb E-mail � APPLICA T SIGNATUR X q/e_tk4 For office use only: ARCHITECT/ENGINEER CONTRACTOR Name 0. Name �-v-'Q N CA City Address 44'GG Zip \ � City If hiring anyone other than license contractors, a cert cafe of worker's compensation must be shown at the time of permit issuance. E-mail State s ice se Wr LENDING AGENCY Phone Address Fax E-mail Lic. # 1 % g 4q I Class 53 APPLICA T SIGNATUR X q/e_tk4 For office use only: ARCHITECT/ENGINEER APPLICANT NAME Name 0. qpjt p. Address 13 CA City Page State CA I Zip Phone 91 � Fax If hiring anyone other than license contractors, a cert cafe of worker's compensation must be shown at the time of permit issuance. E-mail E-mail s ice se Wr APPLICA T SIGNATUR X q/e_tk4 For office use only: Zoning APPLICANT NAME Name I I qpjt p. Address ag� Subdivision Name City Page Lot # State �� Zip 3 Phone om If hiring anyone other than license contractors, a cert cafe of worker's compensation must be shown at the time of permit issuance. Fax E-mail LENDING AGENCY APPLICA T SIGNATUR X q/e_tk4 For office use only: Zoning AP# I Flood Zone I I SRAQ'Lesj No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: - PERMIT NQ. QO� P Q BIN # scr' ti or Scope of Work: Sq. Footage 1 ❑ Structure Built without Permi ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L KAFORMS\BUILDING F0RMS\B1daAoo1SubRamts.doc Paae 1 of 2 by: Amount: SRA Sheriff �1 SMIP Other Total REV 4-30-04 LOCATION AP# 06� Property Address 4,r Q� 61s( Cross Street WORKER'S COMPENSATION Policy Number Carrier - I If hiring anyone other than license contractors, a cert cafe of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address scr' ti or Scope of Work: Sq. Footage 1 ❑ Structure Built without Permi ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L KAFORMS\BUILDING F0RMS\B1daAoo1SubRamts.doc Paae 1 of 2 by: Amount: SRA Sheriff �1 SMIP Other Total REV 4-30-04 r S' SUBMITTAL REQUIREMENTS The following, drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND ININK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3' Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. "2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. • Letter from Engineer or Architect for truss design'review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or -modular homes) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). o 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 12 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. -2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER!13 2. 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed•(if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 ' COUNTY OF BUTTE-DEPARTM T OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMB C& `' /C/ Proposed Building Use- Counter Technician:Date: \'bIt s re uired in order to apply for a permit. All boxes MUST be checked OR marked NA iWrcrer apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of there must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12.' Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ ChicoOroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ O 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ cqjj 23,.,California Department of Forestry plan approval ❑ paid. Sent by: ............. OW 24. tanning approval (A) Use: (B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form.............................................................................."""......... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... 8 Pre -Inspection for required....... Contractor's license information. (Number, Name Style, Classification) ................... orker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued. Telephone and hold for pickup. I have bee * forpned of tkp above an quirement o fining a building permit. -4�' Applicant: Date: v 1. Index permit application for the above items num e : Plan Check LV %119 to 2. Additio al items required a7) Contracto *designer, owner, was advised of the above data by 2T phone, ❑ mail, ❑ counter, by Date: on ractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, y Date: Plans reviewed by: n&C Date: Co - 2 -Z Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division .�. E.H. USE ONLY Plot Plan Attached Flom Plan Aflsenad Sant to B.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation. Clearance a,)Ie,t-. a. •Ys 5C'•vs-rc.� ,Q.e_ 0& q -3(a O - lels . wner Location AP# Plan Approved for: Sewage Disposal .� Water Supply: Public Private Well Clearance for dwelling. Other �u-.�� si` �i'�i�ov.✓�Oa Hold final for: Final clearance O.K. for: NOTE:� e Environmental He 8/96 ,e- i-. Date f KIN Ce STALEY CIVIL lHMq JUN " mm/cC> �!/✓G�eEs DdkT$: OF -�. 7%59 ___... .. - - - - �/idrEi� Cli�i�. �'• .. 6.24��� •s �- . _...._. _...;.._ _..�c�l?i7�oN . _. -- ... .... oe - her.. _ . �t8 .. S6 . _ . _... •. ... .. ��' . BUILDING DIVISION lill FE Sl Exp. 3/31 -• �%-` /Grp".' _ . �/Z....G �/��� �_-�3•���,v� �..... :. ..: �� •P� OF LSSS-SS6 (gib) 89Lob -va *Train OQvacid-m'.Lsaw 3i' nwm iow ��0��11fJ -ip 9K IPN' „� sus •axa � ..... .. .. _ ._ = � el �V._ _...._ : _._... - -._ ..� ... J .. —._... __.. Imo.. f._.... ._ ...' _ � , e .. - . ...__���r�%_�_ ._ .. '_'.�7�..•� _ ...._. _r - ..... � . _ .... _ .. � .. _. F - - -• �£ _ . � ' � ,S� 1� �� 1�i��, s��a'1s x � '���Y.�a7ni s�ia�a• ����•� ?ted � s'd� .� � � �' o.� ?6��i.�i1 .fir .'T•?rrr� 7 - io�A7 - _ 000r 9 V 19Z as3kow .ILEIFIv,Lq �si r411" CIVIL Emkil'won f KIM C. STALEY CIVI ENGINEEN _ A AD f1�SB_3�32 :8501 SMOUCK.COURT. EL DORADO !!ILLS. CA. 95762 (916) 933-3357 e Kim C. 1%.TA�.CI' CIVIL ENGINEER . �-• CDAM W: OF. 5501 S68B=.CWU. M DORAN ®11.8. CA. 95762 (916) 933-9357 ,-57rEEL../G4L C Ty --:BUILDING DIV�S9�iV... �3/3 p L':!RQV-ED- F 5501 S68B=.CWU. M DORAN ®11.8. CA. 95762 (916) 933-9357 oV.TTFo Building Permit Number: 0 q 3 Owner Name:. I i a vh Residential Construction Requirements IMPORTANT This, set of plans and specifications MUST be kept'on the job site at all times.and itis . unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for'the specific use in the 2001 California Building Code t (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated. 100 -year flood plain. Finish floor; electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required: Note: We will normally accept the following as compliance with the flood elevation requirements: 1.. Building is anchored to concrete stemwall system with conventional anchor bolts. - 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24"'above grade, or engineered design required). 3. Electrical, heating, ventilation; plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade, t 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: D Owner Name: A -; Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure..• r The following parcel map requirements shall be met:. t All structures and equipment including overhangs shall be clear of all -easements. A setback of feet from the side'and � feet from the rear property` lines and 20 ` feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be•designed by a California registered engineer or licensed architect. 1 i" p t n vountq _��... LAND OF NATURAL WEALTH AND BEAUTY �i a{Fi..s�LG.•rS+._slo.sv` '=� i�f • T ' BUILDING DIVISION eS= :-.':;"'" _°""`• • DEPARTMENT OF DEVELOPMENT SERVICES a . 7 COUNTY CENTER DRIVE � OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 536-7541 October 6, 1999 FAX: (530) 53S-2140 Re: Swimming Pool Safety -Act Clarification Of.Enforcement In -Butte County Effective Date: January 1, 1998 To Whom It May Concern, In December of 1997, just prior to the effective date of the Swimming Pool Safety Act, (see back page) we initiated a letter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor mber of questions have arisen concerning compliance with the Act and how wording of the Act itself, a nuy to enforce it We have revised our letter to describe how enforcement will occur in Butte County, and are again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming Pool Safety Act including: 1. In our review of legislative considerations, we discovered that when accommodation was provided to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming ; perimeter fence was already in place. However, in many cases there is no pre-existing pool or esidence is one side of an enclosure which entirely surrounds the parcel enclosure, and unless the r pool,, installation of exit alarms alone does not constitute compliance. 2, The 1994 Uniform Building Code, Appendix Chapter 4; Division 1,'and the 1997 Uniform Building Code ,Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing - as pool barrier material. In Butte County we. will continue to allow the use of 11 gage, 2-1 /4 inch mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. _ 3, All access gates through the enclosure shall open away.from the swimming pool, and be self- ' closing with a self -latching device placed no lower than 60 inches above the ground. This includes large gates for vehicle access. Should -you have further questions concerning this matter, please contact this office at the addressor phone number listed above. Sincerely, , - I i ael C. ieira, C.B.O. M ager, Building Inspection 1� �ALIFOftNIA HEALTH AND SAFETY CODE SECTION 115920-115927 115920. SWl7rYMdING POOL SAFETY ACT 115921. As used in this article the following terms have the following meanings: a) "Swimming pool" or "pool" means any structure intended for swimming or recreational bathing that contaias water over 18 inches deep. "Swimming pool' includes in -ground and aboveground structures and includes, but is not limited to, hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTUD, in compliance with standard F1346-91. e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building . . 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety features a) The pool shall be isolated from aocess to a home by an enclosure that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool. d) All doorsproviding direct access from the home to the swimming pool shall be equipped with a self-closing, self- latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the building official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground. b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside. m face free of protrusions, cavities, or other physical characteristics that would serve. as handholds or footholds that could enable a chid below the age of five years to climb over. 115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the following. a) Public swimming pools. b) Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials Emergency Performance Specification (ASTM ES 13-89). c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for swimming pool safety that includes requirements that are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved exclusively to local jursdictions, as provided for in subdivision (e) of Section 114922 and subdivision (c) of Section 115924. NOTES �� RESIDENTIAL �- --_ PERMIT NO. ( 068=360-114 CARTER, CHRIS 00-2461 CASTLE CREEK4DR. OROVIL.LE CONTR: OWNER NEW SINGLE FAMMy Il {(1 ti SPECIAL CONDITIONS l• CHECKED ' BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t OFFICE E COPY t ILF.ddress"` p.—'`�,(C��`'�L� .T GAS Meter By Date i ELECTRIC:; D414— - Meter By /'� l i r i t t I JOB FINALED (Date) Signature J = OK 0 = Not OK - = Not Applicable ` • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date ,MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch Gas; MH Test -Demand -Valve -Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) Water; MH Test -Regulator -Connector r 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 8. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /' Nat. or / • /"L"ft./ /'LPG Tie Downs -Type -Installation Cert. 7. Well Clearance & Disconnect 11. 8. Utility Clearance Permanent Foundation Only; License Decal 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ,MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector r 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 DateCard B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s i' 1. Zoning Requirements -Setbacks -Easements--+ - "%,.,, .';' 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel � ` 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses (, 9. Siding; Nailing -Veneer -Stucco -Mesh _"• 'v: ,� 10. Roof; Shthg-Roofing 1 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements i 2. Soils;'Compaction-Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Etec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip.' -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval r 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 4 Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Jr , e ✓ = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL Date derfloor (Plans) OK except #'s 114�,ol,o 0 Zoning -Setbacks- Ease ments-Floo .Slope r Fig., Main; Soils- Eleq,�G'rnd /" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ ~ Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel GU D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test T� 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 1W- Wat Htr.; Vent -Access -Combustion Air Baffle De Water Pipe; Test & Anchor -Nail Protection //2 31 Shower Pan; Test, First Floor -Tub Access `�Y- est Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 A,A Date Card B-1 Date ELECTRICAL (Permit) OK except #'s xture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI ange Circle / / ga Cu or AI -Oven Circ. /% / �G or Al Insulated Neutral v S r Ground Main Disco Equip. Clearances Panels-Motors-Mech. Equip. 4<Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date . MECHANICAL (Permit) OK except #'s 13W A,C. Ducts Insulation & Support 4R61"Vent Fan, Exhaust above insulation densate Drain & Overflow, Size & Grade urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 3 ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 4 ails Studs -Nailing Spacing & Braces -Plates -Sound W-ge-aring Walls over Girders & Floor Nailing 3. Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors . Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. Fir place Ties or Type A Flue -Fireplace Throat Clearance 14rAt Access; Size & Romex Protection -Draft Stop -Ins. Baffles 15e-ScIrm Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing Property Line Firewall & Openings L,54 66t. Doors -One 3' -Check Garage 3rd Story, 2 Exits 4�54. emirs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers ear k05Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access L&8'Gla ' g Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts t -- 1 60. Brace Interior/Exterior W II Panels P� O 61. Insulati n-Wa , n 62. Infiltration -Walls -Windows Date 2J/j,L. / Card B. Date Card B-1 Date2, Z( /a4 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 6 moke Detector 5 urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 6 room Exiting F.I. & Bath Fixtures & Tub Access -Spa ,16 Elec. Trim & Subpanel, Breaker Sizes & Labels j;Q1Firq0ace or Stove, Clearance -Hearth t lec. Owlets at Wood Panel, Int. & Ext. 7 it Xl. & Appliance; Ground -Air Gap -Cooking Clearance EL%P-0utlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor -Mach. Protection I lec. & Mech. Equip. Listed for Location Eleeceptacles in Garage (F.F.I.)-Romex Protection c ���Insylaf�Foam-Looked in Attic Wr Guard Rails & De truction- Post Caps ZZ r ants & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Follo 'ng I'nstld./DriveNo/Walks alas-No/Planters Yes Stu Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 85-, Wale connect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground . Ve tilation Throughout House Glass Protection •Co ctions from Previous Inspections est -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates a ddress Posted Date /1./ Card B-1 Date Card B-1 Date - ' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ti COUNTY OF BUTTE i BUILDIN&DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. jjydu have any questions pertaining to this matter, or need additional explanation, s : please c act this office immediately. n ~ D ,I � T�✓ v��.oCN 411, iva /3-11 / e nnv7 .r Lt ��� ��vc� SSS S. an 2 /�� COUNTY OF BUTTE - DEPARTMENT OF,DEVEL,OPMENT SERVICES - BUILDING ISION - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538 54 ® �E MIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-360-145 ZONING BUILDING PERMIT OWNER CARTER, CHRIS TELEPHONE 589-2343 SO. FT. OCC. BUILDING VALUATION 2693 R . OWNERS MAIUNG ADDRESS P.O. BDx 5055 OROVILLE 95966 683 U 19,994-00 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ R67 00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDR SS Energy Plan Checking Fee $ PERMIT FEE S 1473.55 LOT NO.4 SUBDIVISIONS NAME PARC L PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.00 84.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINCLF FAMILY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S 164.0 ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service zoDAOODv OORR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 AjllJorce a d effect.No. License Class - Lic. % i OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 4yw Policy Number ��-�Y� (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation 1 ws of California, and agree that f I should become subject to the workers' c ensation provis' ns of section 3700 of the Labor Code, I shall forthwi mply with tho rovisions. X _ Date 4� 0� _ Si re f plicant - ;F -Owner ❑ Contractor ❑ A e A OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 WEE200A CCU000A 1 O NOR DNS. EW CONST. DWELLING ACC. LDS. .3.5¢FFT. T 18 • O ( NEW CONST. MULTICOULET NON-RESID. U 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES B 20 0 1.00 Ex. Occup. ourLEEDTSA RES16.OERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 161.00 MECHANICAL PERMIT Fling Fee 20.00 Heating DUAL 4 TON 25.00 Cooling 25.00 Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $ HAZ. D. FEES IMP X X FLOOD X CDP X PARCEL X PD X HD X IS UE This permit is hereby issued under the applicable provisions of the Butte County ode and/or Resolutions to do work indic for hich fees have been paid. By / "" ` �V� PERMIT EXPIRES ON Dat O Date ReceiptNo. i �-- WHITE-D.D.S.-B.D. CANARY-ASSE R PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • OrovNe, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT AssessoaPARcetNumm / ZOMNO BUILDING PERMIT ow►eR ,y�/5 l-ge SO. FT. OCC. BUILDING VALUATION OWNER'S MAUNO ADOF7 r (/�a / )/ / ✓��Yd 5 CTO CONTRAR'S CONTRACTOR'S MAUNG ADDRESS CONSTRUCr#ON LENDER . - Fireplace LENDER'S MAILING ADDRESS E Total Valuatlon ARCNrrECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 - Permit Fee ARCKTECT OR ENGINEERS MAUNG ADDRESS Plan Checking Fee $ 153;— BUILDING ADDRESS NwanI+GADDREss l/,57 -�1 Energy Plan Checking Fee $ ,D PERMIT FEE LOT NO. SUBMISIONS NAME PARc2Lr `(�fQ4 PLUMBING PERMIT Fling Fee , 20.00 Each Trap7.00 .DL) USEOFSTRUCTURE Solar or heat pump water heater , 23.00 SF 9 Duplex O Mobilehome O OtherWater piping 15.00 iK— sPE•CIFY Each gas water heater or vent 15.00 /�— TYPE OF WORK Gas piping system 1 - 5 outlets L 15.00 5'-- Newk,�ddition O Remodel O Ulikes O Installation O Other O Building sewer 15.00 �-- Mobile Home S G W @20.00 Describe Work: PERMIT FEE $ /&141,(j _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service pori, oR mss 23.00 r D Main Service 200A To I000A 46.00 NEW CONST. DWEL NO MDS. OR ADDNS. A ACC. DS. •3.50so �- NEW ONS • MULTFOUTIET NO W AESID. %.SO PS WAP V. VUS 8 OA 010. EX. OCCU Ovrxr OR PoRURES ® 1.00 RAL 0 .so Ex. Occu � 6 .D� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = MEC ANICAL PERMIT Fling Fee 20.00 *PERMIT FEE PAID $ (f/ T ' �� Heating L -- 1 Z SRA Coolin g — SHERIFF $ Hood 6. so 6 G% Ventilation..✓2D 4a OTHER. $ $ PERMIT FEi: S39-161-0 Mobile Home Installation Fee I $ $ Energy Inspection Fee Is I1 � P -T FE $ f RECEIVED D °° -SLE IV ` This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. *RECEIPT NUMBER�� * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON ro s;.,r..r �.. ,.,.},.T .r• --F- Ta j�.Ri s� ��"`: �r-..--r.-r-..; r;*'.3^:�+" ♦ :s",fi'(.r rv. � ... ,�. ...- -. _ .�..-r-.72.:sw;-e-r, fffJJJ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District //�U�ti[�'� Building Department No. A.P. Number �/,� �`.J Jurisdiction: City,County, r Property Owner Property Location/A( Subdivision Lot No. .................................................................................................................. Residential Development [ Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # `(No foundation inspection): CommerciaUlndustrial New 0 Addttion runs revieweo oy scnooi uistnct Sq. Footage (Including Exterior Roofed Areas) Date District Identification No., School District that %) certifies _..IApplicant)` . (Street Address) (Phone Number) 1 (� (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing �,� i� j square feet. AB 2926 $ f .. FULL MITIGATION $ District Representative Paid_by'Check # Remarks: t/,Z //- 13 -oQ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely wntten.protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification' Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x)s (10/98)dmm a _ yt „- . •.- ..-ti ..r..•+y-•-.�-��+."yi,�yn�„�F �"}e,-.-�n...�t».f^,�•-�r.ra-�t�'Si.rt��;x��p.�,. .� -...r 'OU,NTYOF BUTTE - DEPARTMENT 009ESERVICES - BUILDING DIVISION •7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: G A AOTF ASSESSOR PARCEL NUMBER: 8' Proposed Building Use: S Building Inspector: /_ s Date: O At time of permit applicatio , livas advised the following data must be submitted prior to permit processing and/or issuance: Date Received By c`� C11. All items have been submitted --------------- =---------------------------------------------------------------------- Aim" ` V. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 0-3/ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------- -- -------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- N/'gl�. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ,vae Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ anufactured Home data and installation instructions including Tie Down Specifications.------------------ lyeesof $ t' O �g lD c,,t------------------------------------------------------------------------------------- I �Lt act fees as shownon.the attached schedule. ---------------------------------- fornia Department of Forestry plan approval/fees------ :�CA---/.0--------- ----- ❑ 3 . ood elevation certificate.-------------------�-��--�--/----------------------------------------------------------------- D Sanitation and plot plan approval o(�ILf�°I-Iealth Department. ------------------------------------------- < < 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- E110. Planning approval for (A) Use: (B) Parking: -------------------------- 1 6-) 3- of 98-. Contact Land Development about Vimprovements, ❑ Drainage, Legal Parcel. ----------------------- ti ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. _ (Date) ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑ 9. ❑433 A, Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ther: AXi, _r 11__yl Wh you issu a t, oces as follows ❑ Mail to owner, ❑Mail t contractor. ` -tTelephone %��� and hold for pickup at �� o�celt Deliver with inspector. Applicant: Date: 00- .00 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dep artm t, ❑Air ' ollution Date: By: If Copy of plans sent ❑ Health Department, ❑ Fire Department, Q, er: - Date: / By: 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required datiby 0'phdne, ❑ mail,: ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was of the above required ❑ phone, ❑ mail, ❑ Buildingiv'sion counter; by Date: Plans reviewed by: Date: Plans approved by: Date: r Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Datei Yellow Copy - Department of Development Services, Building Division. �t�� 3_ (j M TO: Building Department FROM: Environmental Health E.H. USE ONLY Not Plan Attached 14e< Floor Plan Attac d� Sont SUBJECT: Sanitation Clearance / Owner Location _ AP# Plan Approved for: Sewage Disposals Water Supply: Publici� Private Well Clearance for Mdwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health 8/96 ialist ; Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER C tC O OSED BUILDING USE 1.' BUILDING PERMIT FEES - Balance Due ...... ceos�Additional Fees Due ......(L'_ Additional Fees Due ...... -- Revised Plan Checking Fee ....... $ tSCHOOL DISTRICT FEES 2. SCDj�D U�LV'L� aid at District Office) SHERIFF FEES (paid at Building Divis' Residential ........ x 60.00 = $ Units. Commercial (sq.ft.)... x $0.03-=-$ — Sq. Ft. _ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . X_ = $ #Units Amt. Commercial (sq. ft.) .. x 1 =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) , 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) f. 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # DATE At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees -may be changed g the plan checking process. • t. APPLICANT DATE G� �✓qz Pursuant to GoY ent Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a,protest are specified in Government Code Section 66020(a). , Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL , x PERMIT CLEARANCE Pr000sed Use Complies With: 15 General Plan IS Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use } Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ' ❑ Landscaping Requirements are OK as Shown ❑:Other �- Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Fire Prevention Permit #:nvironmentaliE3al(i'i` Front Y; ` Date: Genera/Information OC) —'�'-f ., 1 DEC:f 1999 � - 7 (;0unty Uef)lef UpV6 AP#: Side, street Owners Name: 01AZ, ��� Oroville, Ca Parcel Acreage: 2� Owners Address: - 4 _..... ,.._._..._ ......�. =yy Building Site Address: Height Proper rl7f0rmation ' - :• K _. Permit Tyoe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ' ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi-rimily>2 units per parcel r Septicy ❑ Well ❑ Other. 4 � Zone District: /"1 i C Date of Zoning Ordinance: General Plan: L L> T—:,:) Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement g � � No Yes, check useAcreage:• ❑ Minimum Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset . Enterprise Zone a No ❑ Yes, check use 1 Floodplain it No ❑Yes Zone: �_ Panel Number: No ❑ Yes Watershed Protection Zone Pr000sed Use Complies With: 15 General Plan IS Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use } Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ' ❑ Landscaping Requirements are OK as Shown ❑:Other �- Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Fire Prevention Subdivision Ma Front 20 f )3L— Side - Side, street Rear Height Environmental Health Issues: - Septic Permit Review: Agriculture Affidavit Required » - ❑ No ❑. Yes Well Permit Review: Designated Welt Site"' ❑ No ❑ Yes Land Development Review: Drainage Plan,(Qpm/Jnd/M ❑ No ❑ Yes Parcel Created by: ❑ DeedsDate of Creation: Y Legal Access Provided: w ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: Map Date of Recording: �' 1 Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: October 18, 2000 Chris Carter P.O. Box 5055 Oroville, CA 95966 �epartmeniof Develo ant Services P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 068-360-145 Building Permit Number: 00-2461 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project., PART — I Provide additional information and/or make revisions'to plans, specifications and calculations as. follows: t - 1�Thef �ng:Parcel Map requirements must be met prior to issuance of this building permit: sprinklers are required unless there is a pressurized community water system with hydrants. V ,,® A construction storm water permit is required from the State Water Resources Board. Please submit this permit to the Public Works Department and have them sign off on this, pL� T .�r item. '2> v 1 L -v2 I N U ►�;'i44i C,0 -N PL� t E S ec ) Vegetation removal must be approved by the Department of Fish and Game. Please cfwls V11 LL S provide this approval to us. P0-0,1' 0 ,,,,,,<A plan of existing on-site mature trees must be submitted to and approved by our s `N "A Planning Division. fV n-ir:s P L,4f\LS . No _,Cy� 7 411 Your leach field is located in a 100 -foot septic free area. Please relocate it on the plot DkA--`^ • � plan. -ro ,6CoU�YJ r2))er section 304.5 of the UMC your gas fireplace in the bedroom must be a direct vent type. Please provide a listing for this unit. 3) Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1 of 2 L. Pay Balance of Building Permit fees in the amount of $1286.50 . 2. Pay impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. , 4. A permit is required for fire sprinklers. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. l ,Sincerely, , Linda Simpson Plans Examiner ; A , o 01,,1, o Department of Development Services Building Division o7 County Center Drive :t' ...._ Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX October 26, 2000 Chris Carter P.O. Box 5055 - Oroville, CA 95966 Re: Building Permit Number: 00-2461 Assessor's Parcel Number: 068-360-145 . All Dear Mr. Carter: '... This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: , `�. Provide verification from the truss manufacturer that truss H3 is.adequate to transfer �r the required lateral forces to the,shear walls along wall line 2. The structural calculations specify "BP -1" panels to support the closet area next to f ' the master bathroom. ' The, plans indicate," LBY panels at this 'location. Please clarify. •(3) There are many "LBY and '1135" wall panels shown on the plans -which are not, addressed in the structural calculations and appear to be unnecessary. The "1135° panels are .not defined on -the plans. Please remove these wall panels from. the plans or advise that they are to remain: p 4O The first garage door header, appears to be undersized.. The gravity, calculations ' submitted do not fully account for.the B1 truss reactions. e Ca )z MW Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Linda Simpson on October 18, 2000. ' Additional items may be required when plan'check is resumed. If you wish to discuss any requirements, you may contact Linda or me at, (530) 538-7541 between the hours,of 1:00 'p.m. and 4:00 p.m., Monday,through Friday: , Sincerely Philo Hunt, P. E. ti 3 "Plan Check Engineer cc: Michael'Mooney, P'. E. ,a Department of Development Services Building Division 7 County Center Drive t Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX' SPECIAL INSPECTION NOTE ; Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building -official, for inspection of the particular type of construction or operation requiring special inspection. Duties and -Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. , 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the'Butte County Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved .plans and specifications and the applicable provisions of this code. ti 4. The special. inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him;iso inspections must also be made by the Butte County Building Division 5. Any change in special inspection firms made after permit issuance,shall b"e approved by the Butte County Building Division prior to the new firm performing any inspections. 4.6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is -not 'to`be construed as authorization to proceed with work which obscures, covers or otherwise.prevents proper special inspection. Special Inspection is required for the following items: ❑ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete. ❑ Structural Masonry ❑ High Strength Bolting ❑ Welding Bolts installed in Concrete Other: Name of Special Inspection company: 1 of 1 U 2 337 �� =33s5 0 2f IR MICHAEL MOONEY 5AM4DR0i\EA11E. CIVIL ENGINEER ORoviLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County October .12, 2000. Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Spec 2/Chris-Carter I have reviewed the truss calculations.for.this job. My review includes identifying and locating loads in excess of 3000 pounds: Where inadequate; foundation elements have.been revised to reflect a. maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and.patience. Yours, Michael Mooney My license expires 9-30-01 RpFES Nq 0 cD 0647 rn ,• -20 W ater closet clearances (Uniform Plumbing Code 408.5). r compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). RUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels �- - must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall 20lines must be continuous throughout the structure. A California licensed architect or registered engineer must'prepare a lateralanalysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. ,7 Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. l 9 Garage door header size(s). Porch header size(s). . Typical header size(s). tud heights. High expansive soil – special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow., equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. lectric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLANEOUS ITEMS: ay details – landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). Exterior plaster – weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). oam insulation – protection. 6" halls and stairways (Uniform Building Code section 1004.3.3.2). exits on three – story dwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ound requirements. nergy design compliance and supporting documentation. DF responsible area requirements. B ING PERMIT REQUMEMENTS: 1. S 2. od elevation certificate. 3. ire Sprinklers required — 4. Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: 6aA�l Building Permit Number: Plans Examiner: Linda Simpson A. P. Number: d w ,- GENERAL: 1(��6.'pecial oning requirements — (number of permitted living units). ans signed by the designer. oper, description of work on the application. xisting violations on the property. ecorded notice of violation. uilding permit valuation. T PLAN: omplete parcel size and dimensions. tbacks, side yard, easements, etc. ther buildings or structures. rading, fills and/or drainage. ood hazard ' conditio on arcel Map: Noise ❑ S Fire Sprinkle Water Tender E] Traffic and Drainage fees F1-:P7Federal Aid Route anor Federal Aid SecOn oute setback requirement. Building or utilities across tot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in ajiy dimension (Uniform Building Code section 310.6.2 & 310.6.3). FCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath r bedroom (Uniform Plumbing Code section 509.0). 10. uel burning equipment shall not be installed in a closet, bathroom or a room readily usable a bedroom in room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). ge firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). nderno circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). ood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 I�il I il■ Til 11 11 11 1 E5 cQ N E4'1 ,?. E3 HIR __ fv = = E2 i o n n n u �I NMI n� ■ Til 11 11 11 1 E5 cQ N E4'1 ,?. E3 HIR __ fv = = E2 i o n n n u GAULL 4111) Ill IA11, IVIS IIWG PREPAIILU rim CUIIPIIIIII INPUr (I(IAUS 6 DIMENSIONS) SIIOIIIIIIII III IRUSS NIR. SIRONGUACK IMAIL SIU LEI)GER 12' U.C. I IURICED AT 55' D.C.) RUST MATERIAL BRACE ` A35 6 - IOJ COtYFQI BLOCK LEDGER (NAIL `113(K) (C) MAILS 10 VERIICAL WILUUKER W12 -10J NAILS) GAOL GABLE CNU 2X0 I IAGU(IAI = )RACE - (K) SPACITG FUR 113 56.0' U.C. C/ 3-INJ REFER IU Slt('SIAI CAIALOG C-9.11-1 FUR 115 /0RACE NAILS PRODUCI AIIACIGIEIII SI'ECIFICAIIUN (ATFACII —1 EACII Ell) A35 111 FI OIRECIION 2X LEDGER CQ9l)N TRUSSES %IRLINGBACK (P1) eRnfEo AT ss• D.C. OUTLOOKER CRITERIA (C) IX4 CUNIIIAAAIS LATERAL DRAC114G FOR O ( SI) BRACE (SIRUNGOACK) HEHUER LONGER TITAN 3.5' MAX. (H) 2X4 F.L. OR II.F. 12 OR 72'. AIIACM AT MIDPOINT ET EACII GRACE (M) (G) DIP SIMIGOACK BRACE 7/2-9J CCUI44)N NAILS. 17P. IOIfN -1— — 0 GABLE ENO •$ 24' O.C. — — _ 24' MAX 1.5' MAX. IS) T LEER 6MAXC I I Oh � DUILOOKER 24' HAX ill \SI )\ \ \ \ \ (III )I IN I PEAK PLATE 10 HATCH CWICIN TRUSSES. NOTE" CIOP.DS TO BE 2X4 FIR-LARCII 12 Hill. (SII SPLICE PLATE 10 NAICII (INCH TRUSSES. NOM MIS DETAIL MAY BE USED FOR (III 1 IEEL PLATE 10 HAIC11 CO!" TRUSSEI. TRUSSES Willi PITCIIEO O.C. ALSO. (0) rP11U11 10 WED FLATINGt USE 13)-2' WIRE STAPLES (0.012 DIA./15 GA.) l0ENA1LEO IIIRU CIl)RO ]NIB WEB 6 111RU WED 11110 CIIORO 011 ONE FACE FUR A 1DIAL OF 6 SIAPLES. (PI). IS I ) L (IN ) MUST BE PLAIED. (G) GABLE EIA) DESIGN BASED ON 75MPH WINCI LOAD EXPOSURE 'B' AT 0-25 FI MEAN PLATE MAX. WEB LENGIN IX3• 2-8-0 2x4• 8-1-0 3X4• 13-6-0 IEIQIt. , PLT TYP. Have TPI -95 11 Desi Mg Crlterja: TPI -951 O O O O YARNING-• IRUSSIS IIOOIAI SHAINE CARL 11 FAIAICAIION, HANDLING. SNIPPING, INSIALI N0 AND "RACING. "IFIA 10 111.11 (NAIDLINO INfIAIIINO AND $RACING), PU"LISNID IY I►I 11AUSS ?LAI( O O IIfIII01I, 113 O'OROFIO OR., SVIII R00, MADISON. NI 13111), FOR SAFIIY PRACIIC[S Pilot IG O O /( 10 IMIf[ itlICIIONf. 1NLIf3 CAI(0, lot CHORD SMALL NAIL PIOPIILY AIIACNEO fNAOIN[IYSIINDIltl/ AIIACN[D RIGID CI[L110,0A fINtl1MRAt 1A 0 -IMPORTANI'4 FVAIISN A COPY Of INIf VISION 10 IN[ INSIALLAIION CONIAACIOA. ALPINE [AGINIER[0 ►IODOCIf, TIC, fNAll 101 111 N[ffORflll( i0A ANY DIf1A1101 FROM 1013 D[SIONI ANY FAIIUR( 10 o ALPINE L o 10110 IA( IAlff(! IA COIFOAMAIt( NIIN 1►It OR fAIAICAIINO. NANOLINO. SHIPPING. INSIALt AIIOR OR I AlIRO Of Ittlffll. 1:'1111:113161 CONFOAMS NIIN APPIICAKI PROFIfIONS Of RON (NATIONAL DISION f►"CIF ICAIIOI Ptl"IIfNIO AMIRICAN FOAISI AND ?APIA ASSOCIAIION) AND 1►I. AI/lif (�T�RU(S�S t----� IACNI/ACI fOf AlIVi1MAIL 01 AND["Al[Sf OGA 101MINYlf[SIOCAI IO ONI1NIfE0If10NAf 00110. APPLY /0f I110N COMNICIONf[/IAAF 10 `I '•—� " ,—J Of A IN, O IN"ff•OIFIC110 Pit[ AID SMALLR101IIt A1LIIO V►ONN11 It ANYNING OINIAPNAY(f ONLY 10 (Ml 013101 2X4 F.L. LUiDER GRADES MAX. LEND N YITIICIII BRACING (M) MAX. LEIIGIN V/ STRONGBACK GRACE I S I STAtl)ARD 5-11-0 II -10-0 it 7-9-0 15-6-0 11 L BETTER 7-9-0 15-6-0 SS 7-9-0 15-6-0 �toQa01ESS/pN� TC LL 30.0 PSF REF R992 y �5��1t1 W 'A y� TC DL 15.0 PSF DATE 03/19/98 -CaS DC DL PSF DRW . CDI 12 DC LL 0.0 PSF A * * TOT.LD. 50.0 PSF SEON - 25458 ���Df CAlIfODUR,FAC. 1.15 FROH PDC SPACING 0 CLB WEB -BRACE '"S•UBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSSDESIGN BUT AN ALTERNATIVE WEB_ BRACING METHOD IS DESIRED. NOTES: = THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED ` CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN_ DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLO ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB -BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 '2-2X4 2X8 I ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(+) 2X8. I 'ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X6(*) x T -BRACE, L-BRACE,AND'SCAB BRACE TO BE SAME SPECIES AND GRADE, OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED. DESIGN. (�) CENTER SCAB ON WIDE FACE OF WED. APPLY "(1) SCAB TO EACH, FACE OF WED: ..ALPINE... -T-BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WED T ORACE NARROW FACE L -BRACE <- ATTACH WITH 164' NAILS AT 8" O.C. BRACE IS A" MINIMUM 80% .OF WEB MEMBER LENGTH - T -BRACE L -BRACE SCAB 'BRACING: Y x APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER .FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM. 80% OF WEB < MEMBER LENGTH » w .- ` QROfESS/O,y • IS DRAWING REPLACES DRAWING 579,640 MM TRUSSESREQUIRE EXTREME CARE IN FABRICATING, HANDLING, SNIPPING,' INSTALLING vG. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS �� �� '•ti� LL ' 13SF REF CLB SUBST: IITUTE, S83 D•ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES 'ERFORMING THC SE FUNCTIONS. UNLESS OTIIERVISE INDICATED, TOP CHORD SHALL HAVE (� ` DL f'SF .DATE 06/25/99 ATTACHED STRUCTURAL PANCLS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIIED RIGID No. 5 ' MIMPORTANT� FURNISH A COPY OF THIS DESIGN TO TIIE INSTALLATION CONTRACTOR. DL. -PSF DRWG BRCLBSUH0699 ANEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS iY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, • LL PSF -ENG MLH KAR - SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGNCONFORMSWITH APPLICABLE C OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND A653 GR40 ALOCATEDSTEEL JT,LD. PSF. CONNEL ORS PINE OTOEEACH FACE OF D1 USScr 2AND, UNLESS OTICRVI CTM ONOTED.N)APPLYTPI. ON. �f CIV14 �Q` PER AWINGS 160 A -Z. THE DRAWING 9jFOF DUR.FAC. TRUST COMPO ENTTES E OFOSITION PROFESSIONALCTORS ENGINEERING RESPONSIBILITY SOLELYAFORNT THES Op`1E0�`� TVN. THE SIIIIADIUTY AND USE OF THIS COMPONENT FOR ANY PARTICI• 9UILDING SPACING I -r SPONSIBILITY OF INC BUILDING'DESIGER. PER ANSI/TPI 1-1995 SECII( muss OR Aclln;/01 OCKIIII; Pf I A I I IIIIS ING. PRIPAIIIO rRum collPullR I,,put IIoAUS l nLllruclnuc. .,........_ 1141X;5 (IIIAl:111)�IfLOCKU)U DETAIL (AT C4011(11r) 1101E1 1111AGII10 OESIO11iO 10 OrAnILIZE 1RIISSL'S, AM IIAS NOr.UEEN IICSIGI•T:U 10 UESIST LATERAL 91fNt LOADS (A) 2X4 13 IIEII-Flit 011 11ETIER COIIIIIIUTAIS LATEIIAL UIIACIIAT 10 nE - EQUALLY SEALED. A11AC11 W1111 (2)•16d NAILS. 011ACIIK) 194ERIAL 10 DE SUPPLIED A110 ATIACIIEU AT 00111 EMS 10 A GUITAOLE SUPP171ir IIY EREC11011 COIIIIIACIOR. , TIIUSS - _ T (A'7 y 111):iol ItElr OF (OI —T" ` r• = Rt199 ATf�—y n � V / 1Aj (00) of VERTICAL WEB •�~ TDO) IIEAI11N0 11 WALL . SECTION S -S S (0) 2X4 II.F. O.Cr ATTACII 13 On BETTER 01A0011 GI RACE.' A 11AIRS (T) TRUSSES - 10 EACII OVEIILAPP(Iq inuss USI110 GRACE HAY BE (2)-16dIIA.ILSA ASI6110Yr/, LOCATED Off EITHER FACE OF VEI)TICAL. (1) 61IGA711IN0 APPLIED 10 TOP CIIORO,. (L) LOADS AS 111DICAIED III TRUSS DESIGII. (1.1) IF 7RUSS,IIEIGIIr AT SUPPORT IS IU.Orr 011 LESS, •DIAGOIUILS IXIr REQUIRED. B ■ IIPPIiOX. 4i, (UDI OLOCKINO TO [1011014 ClrrG OvEll SUPPOnT, II.F. - On nE11En 2K OF 0017014 CIIMD. SIZE PLT ITP, Nave IPI -95 O Q O Ile slgot Crllerla: TPI 95 5TU 10.2c3 Q ••YAArne•• liilnl 1011,1 t1I nl (/A r AIrIU Or, rAA01 Ir0, nlll lucre/. run 1Dt A fire%■D CA - 1 - n • Q . to nI•n IrA4olno IUWIue ANo rutuol, ►rrlurto or vl Q Ullllrll, Irl Ne4orlo DA„ frill toe, nnllDr, It 131111. TOA urf11 n.nlinDnto�Alo �. rnrolelle INI11 Irltllou. n1U1 olrnrlll TC LL �- REf. 11411 . Q ��oQQ��[SSI K I'll lot "DID "All rAII ►Ao►tAlr AIIACOID ai y Q IUrtl■411 ►11111. rD110q (■oID 1■All ■AI1 A rAornll AIIACNID .1010 [IIIIrO. ••IN►DAIArI •• IV41114 A Corr or I■11 TC UL UA 1/12/94- - l 11.�P�L',■DD.t OIAL Dlllts to I■1 IMSIMA1104 Io91AAUo4. AIrIAt Illalr,nlD 11. I.t. )■,I, rDI r, r,i►D. rl rll ,oC ... DI t1AltDr I■DTI Irte DI IID., Irt ,Alt rel (D r1U UI I.C. 1 Is cost as lots will 1►II 04 rArAICAlnr, �ti a TIC nL ♦(�, rA4011■1. Solrrl■o. 11111MAllOr or n„INe or IUll11. hll Slto■roAnt rn0 ArrlltAlU ►4o11tION1 UItIIInIto9 LL - 1t�R 1tI'( TRUSS 1•111l■ID 0► ■ol puloul Diller. as Ir1 A11188CAN 104111 AND Ill AIIOtIAIIa a, ADD•t►1. Arron lOr1 A11 9101 Or ,KA Alln All, CA,1 nil, "Ill. ,a 61D1�1 .h •. to- , `v 1-1 IJtnl A, 90110. Alrlr,ONIICIOMSlo'*CIV1.�! ICI■ ICtI of In11, AID 984111 olrnrlll (/tall• o• IRIS l lla■, ►oll ll DO tonitlo.t ►n of 111. It1 1.1 IN A•r• Ar IDLIg11.1 'III ON loll �f�rf .TOT.LII,- I)I)Ii.rAC, nnN3.040,6]4r• lot 1 DIAr14o A►rltll Orlt 10 IMI DIIIDD ��%1 of L� 1401� elrlt(10 0 il_Do 11411 rol of Ali r►ol 0( C\ . CA•fifl / CNC Ito Is Say 01014 RAT. -- - - -- — - _ SPAC I Nr, SFU AUOVC CAL.111DI.'MIA 1-111D f'NI MANNN'I' MRACING START OV TOP CHORD FLAT TOP'CHORD. PURLINS. ST'AR'T OV 'TOP CIIONS) X T I�NAI )NS. (SLOPING (TYPICAl. (CON'T'INUOUS)) I�; �T NSI NS. (SLOPING A DACI( I__� URACED DAY A . ROOT'' SHEA'T'HING. / I PERMANENT VIA(i0NAl,.S FORM BRACED DAY. REPEAT AT ALI, HIP ENDS, MAXIMUM INTERVAL SQUAW 20. NO'T'E: TILE IST DAY OF' PERMANENT DIAGONALS VORMING IIRACLD DAY AT TILE #1 IIIP CAN UE EXCLUDED WIIEN ALL OF TILE VOLLOWINO WIND1'I'I0NA ARtl MF:'1't 1) Tim (:UN'1'INII0IId TOP CHORD PURLINS ARE ATTACHWO TO 1! OU F'LA'T' TOP CIIOIICI (1F 'TON1 11111. 2) ;111E END JACKS ARE SHEAT OED WITH PROPERLY A'I"1'ACIIED STRIICT11RAL PANELS SECTION A -A F'It..I.D APPLIED Olt DUIL'I'—IN CRIPPLES CRIPPLE IN PLANE' —► OI' TIMSSES C21PPI,L SPACING I / COMMON —BUTUACK— (U) (CONT INUOUS 2X424--O.C. 4 U.C. '1'YP. (C) CRIPPLES SPACLD 48" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMULIt OP'T'IONAL) ILA1C RISIIIUIE, 11111X1 111 1'I.NI U1NI I.1101FILY AIIACIIL CL'ILING, ■•INI'ON 11'INE CNGINLL PLL IILSIGNS ANY IAILUI 1 • — - -- IIANULING, SIIII'PINC I1411VISIOIS IN Hill1'A1ti11 ASSOCIAIIIIN LXCLI'T AS WILD, IVIS OLSI(71. POSIT ACCIVIANCL 12 PRI mif, CHI YP 1, N 11' J� .1. A C INC' ]).LT.[') CRIPPLE S1.11"P .lUT LAYOUT' SLTUACK D SETOACK BALI( _F_ COMMON 'I'llIISSLS CALIVORNIA IRP SYSTEM 'TRUSSES. #1111P PITCHED AND SIIEA'I'IIED B .` CIIORD AREA. o -CRIPPLE (C), SUPPORT LOCA'T'IONS. SUPPOR'T'S EX'T'ENDED MEMBERS 'T'0 UL.AT TOP CIIORD (4' O.C. CRIPPLE SPACING SIIOWN.) CONNECT CRIPPLE 1'0 VL"AT TOP CIIORD AND EX'I'EHnED TOP CIIORD. USING 3 - Od COMMON TOE NAIW OR 2 - IOd COMMON NAILS THR000II FACE.. SECTION U -I3 DIJILT—I;1EI 1) CNI CRIPPLES I?EI I R '1'U OHIGIIIAI, DRAWING (— `I FOR CRIPPLE SPACING. / (D) I"sX"LNSION 1CAL� H I #2531#4#5,16 51 HIP GIRDER SE� PBACKH SEE CA—IIIP ENGINEERING FOR JACK 'TYPE USED. • NOTE: NONLI,�'NTIONAL FRAMING ppAND/OR CRIPPLES �ARE NOR FAB 1( IU g NOT 'HE NOR '1'R ( 1: 'I'll T�tkII yONlj kOI AL TPR 91 1RIMNAL I ��I1SS FF pp L F:� :NG� ELER REG Il11RC CONVE " *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, IONA�LF'RAMING. LUMBER. PLA'T'ING, LOADING AND DURA'T'ION FAC'T'OR REQUIRED. 1111' RAP TERS, THIS DRAWING REPLACES DRAWING CU110. 11LIAI1IRL1II TC LL PSf CALIF. BRACEU10-9101ANONGINSIALLNfAD REf BACRIGJ1VBLSULU BY IVI IRUS D'UNIU'RID DIJ., SUITE 200. HADISHN• VI. 771191 FOR SAILIT 1'RACIICLS IILSI. IIINC.IIIIHS. miss RI11LVVISE INDICAILO, IUII CIIIMtO SIIAI.I. IIAVC fr-6 I — HUCIMAL VAl1LLS AND UUIIIIH C111110 SIUU.L IIAVC A 11411'L11LY AITAC11LD RIGID QQFEfSIQ •• IURNISII A CDPT Of IVIS DESIGN IU IIIL INSIALLAIIOtI C0I11RAC11114. DC DL pSF --" _ DpwG IJIZCALIIIPO699 DUCTS, INC. SIIML IIIT UL RLSPOUSIOLL IIIR Ally UL'VIAIIEJN II4UH 11115 It - IND — _ --I IA: I3-2 — ==_ J 11'1. ALPINL CO14NLCII14S Alli HADL Ell 20GA ASI" A677 GR40 GALV. SILL we 1— _F_ COMMON 'I'llIISSLS CALIVORNIA IRP SYSTEM 'TRUSSES. #1111P PITCHED AND SIIEA'I'IIED B .` CIIORD AREA. o -CRIPPLE (C), SUPPORT LOCA'T'IONS. SUPPOR'T'S EX'T'ENDED MEMBERS 'T'0 UL.AT TOP CIIORD (4' O.C. CRIPPLE SPACING SIIOWN.) CONNECT CRIPPLE 1'0 VL"AT TOP CIIORD AND EX'I'EHnED TOP CIIORD. USING 3 - Od COMMON TOE NAIW OR 2 - IOd COMMON NAILS THR000II FACE.. SECTION U -I3 DIJILT—I;1EI 1) CNI CRIPPLES I?EI I R '1'U OHIGIIIAI, DRAWING (— `I FOR CRIPPLE SPACING. / (D) I"sX"LNSION 1CAL� H I #2531#4#5,16 51 HIP GIRDER SE� PBACKH SEE CA—IIIP ENGINEERING FOR JACK 'TYPE USED. • NOTE: NONLI,�'NTIONAL FRAMING ppAND/OR CRIPPLES �ARE NOR FAB 1( IU g NOT 'HE NOR '1'R ( 1: 'I'll T�tkII yONlj kOI AL TPR 91 1RIMNAL I ��I1SS FF pp L F:� :NG� ELER REG Il11RC CONVE " *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, IONA�LF'RAMING. LUMBER. PLA'T'ING, LOADING AND DURA'T'ION FAC'T'OR REQUIRED. THIS DRAWING REPLACES DRAWING CU110. 11LIAI1IRL1II TC LL PSf CALIF. BRACEU10-9101ANONGINSIALLNfAD REf BACRIGJ1VBLSULU BY IVI IRUS D'UNIU'RID DIJ., SUITE 200. HADISHN• VI. 771191 FOR SAILIT 1'RACIICLS IILSI. IIINC.IIIIHS. miss RI11LVVISE INDICAILO, IUII CIIIMtO SIIAI.I. IIAVC TC. DL IISF 00/25795 DAIL_ HUCIMAL VAl1LLS AND UUIIIIH C111110 SIUU.L IIAVC A 11411'L11LY AITAC11LD RIGID QQFEfSIQ •• IURNISII A CDPT Of IVIS DESIGN IU IIIL INSIALLAIIOtI C0I11RAC11114. DC DL pSF --" _ DpwG IJIZCALIIIPO699 DUCTS, INC. SIIML IIIT UL RLSPOUSIOLL IIIR Ally UL'VIAIIEJN II4UH 11115 It - 1 BUILD TIC TRUSSES IN C(P1(11HANCE VIM 11'11 CTR 1AURICAIING. h AA s '0 DC LL PSf -ENG IALIANG AND BRACING Of 1NUSSL'S. DESIGN CONIORHS VIM N'I'LICABLC IIUIIAL DL'SIGN SPECIIICAIICN VUULISIIEO BY IIII. AIILRICAH INIICSI AND J 11'1. ALPINL CO14NLCII14S Alli HADL Ell 20GA ASI" A677 GR40 GALV. SILL we 1— TOT.L D. 11 SF L CONNLC IOItS 10 L'ACII LACI: US 1NIISS AND, IKCSi 011RGL' LICA IID NOVIS •�� E DRAWINGS AlN1IV1CS IDIAL *DURFAC. LNGUILLHING RLSONSIDIITY SU.LI.YfOlIL1R1SCENJOILNT IIAUILIIY'AND USE�(U 11115 EO11'[KN1�1111 ANo�I'ANIICI1u.Nt BUILDING n gym,• _w SPACING f THIS OWG. PREPARED FROM i 6 DIMENSIONS) SUONITTED BY TRUS! STANDAnD JACK DETAIL ' SPACING - ! 24' O.C. DEFLECTION CIl l TEnI A- 1.5x] (LIVE LOAUI FIAFTEn SLOPES <- 4: 12 L/240� f1AFTCn SLOPES >' 4: 12 < 12: 12 - L/1110 ' CEILING JOIST - L/240 RAFTERI IT IS TIIE IIESPONSIBILITY OF THC BUILDING DESIGNER AND TRUSS FAOnICATO(I TO REVIEW MIS OfIAVIING PRIOR TO CUTTING 1-min(:fl TO VERIFY THAT ALL DATA, INCLUDING 0114ENSIONS AND LOADS, CONFOf114 TO TFIE AI1C11JTECTUf1AL SPECIFICATIOPIS AND FAM ICATOR'S TRUSS LAYOUT, 2X4 2S I.6X3 MAXIMUM CLEAn SPAN 2X4 IIEN-Flfl STANUAfIU \4jEouincn IF RAFTER NOT CEILING .JOIST - SUPPOFITen AT END FIAFTER SLOPE 4: 12 RAFTER SLOPE -> 4:J2 BUT < 12.L CE Il_ IMG JOIST LIVE LOAD(PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 7 I5 l0 15 10 15 10 ]5 5 DURATION FACTOR 25% 25%- 15% 15% 25% 25% 15X 15% 1,00 SIZE, GRADE 14AXIM114 CLEM SPAN-- I - PLATE-WAVE—TPI95 DESIGN CRIT=UBC = mINA O C= O C 0 O ANO p p p p PLA1 O O O O PRIC PROP o [= o o CELL O O O O ALPI DES] ALPINE 1� PROV C=3 O PAPE o . TRUSS 1� Ili O O ACCE [� O O OESI l5J ■ AND APPLY OTY - 1 ' TOTAL - 1 ME CAME IN FADIIICATING, HANDLING. SHIPPING. INSTALLING NOLING INSTALLING ANOBRACING'. PUBLISHED BY Till (TRUSS SUITE 200, MADISON, WI. 53779) FOR SAFETY PRACTICES Q Cy N5. UNLESS 0711ERNISE INDICATED. 1011 CHORD SHALL HAVE LS AND BOTTOM CHO110 SHALL,::AVE A PRUPEIILY ATTACHED RIG A COPY OF THIS DESIGN TO E INSTALLATION CONTRACTOR. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS oe TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. x 000 BRACING OF TR, N SPECIFICATIONUPUBLISHED EOYGTIEONFORMS AMERICANIFOREST LANDBL E CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STE S TO EACH PER 0 AWINRSC160FATZ. TIERUSS NSEALNONSTHIISIERWISE DRAWINGLOCATE0 iNDICATE EKING RESPONSIDILITY SOLELY FOR THE TRUSS COMPONENT f C14 Q� D USE OF 71115 COMPONENT FOR ANY PARTICULAR BUILUINGQT C�`\\� OINSeJIL ilfeNEIL1LILLCllLIL'L L19LL4llLCL t REF M DATE DRWG CA -ENG 01/15/98 F ® ��wmw �0, .-lv_� I - PLATE-WAVE—TPI95 DESIGN CRIT=UBC = mINA O C= O C 0 O ANO p p p p PLA1 O O O O PRIC PROP o [= o o CELL O O O O ALPI DES] ALPINE 1� PROV C=3 O PAPE o . TRUSS 1� Ili O O ACCE [� O O OESI l5J ■ AND APPLY OTY - 1 ' TOTAL - 1 ME CAME IN FADIIICATING, HANDLING. SHIPPING. INSTALLING NOLING INSTALLING ANOBRACING'. PUBLISHED BY Till (TRUSS SUITE 200, MADISON, WI. 53779) FOR SAFETY PRACTICES Q Cy N5. UNLESS 0711ERNISE INDICATED. 1011 CHORD SHALL HAVE LS AND BOTTOM CHO110 SHALL,::AVE A PRUPEIILY ATTACHED RIG A COPY OF THIS DESIGN TO E INSTALLATION CONTRACTOR. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS oe TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. x 000 BRACING OF TR, N SPECIFICATIONUPUBLISHED EOYGTIEONFORMS AMERICANIFOREST LANDBL E CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STE S TO EACH PER 0 AWINRSC160FATZ. TIERUSS NSEALNONSTHIISIERWISE DRAWINGLOCATE0 iNDICATE EKING RESPONSIDILITY SOLELY FOR THE TRUSS COMPONENT f C14 Q� D USE OF 71115 COMPONENT FOR ANY PARTICULAR BUILUINGQT C�`\\� OINSeJIL ilfeNEIL1LILLCllLIL'L L19LL4llLCL t REF M DATE DRWG CA -ENG 01/15/98 F PIGGYBACK DET-C'AIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: 80 MPII WIND, 30.00 FT MEAN IIGT, ASCE 7-93, CLOSED BLDG, 80 MPII WIND, 30.00 FT MEAN IIGT, SDC, SEE IIIB-91 SECTION 13.2.1 FOR DIAGONAL LOCATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED IILDG. LOCATED ANYWHERE IN ROOF BRACING. CAT I, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF. WIND DC DL=5.0 PSF. DETAIL A FLAT TOP CHORD OR - DETAIL B 4'/ PIGGYBACK CAP TRUSS TOENAII.ED TO ALI, TOP CHORD BRACING WITH (2) IOd COMMON NAILS. • 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. FLAT TOP CHORD < OR = 20' 4' FIAT TC BRACING PER DESIGN BRACING AND SECURED WITH DETAIL CCAP TRUSS TO 3X8 TRULOXTPLATES E(EACIITOP FACE)IORATIIEACH ND' AND 1/3 POINTS. ALPINE 62PB PIGGYBACK CONNECTOR PLATES OR 8x8 PLYWOOD GUSSETS MAY BE USED IN LIEU OF TRULOX PLATES. PIGGYBACK CAP TRUSS TOENAILED TO AL1, TOP CHORD BRACING WITH (2) 10d COMMON NAILS AND SECURED WITII 2X4 #3 CRADE SCAB (1 SIDE ONLY) ATTACIIED WITH IOd COMMON NAILS AT 4" O.C. 4 SOF ESS164- . 0 l No. cam!` OF CM 1REFERSIOEHIB_891E(HANDLINGCARE INSTALLNGFABRICATING, BRACI GDLIPUBLISIICDSHIPPING. AND BRACINS BY 1PIT(1RUSS-TC CIRCLED NUMBER INDICATES REQUIRED NUMBER FLAT TOP CHORD < OR = 30' OF 0.120" X 1.375' NAILS, OR EQUAL, PER FACE PER PLY. SEE DRAWING 160 TL FOR TRULOX INFORMATION. PROPERLY Al1AC11ED SIRUCIURAL PANELS AND BOI IOM CHORD SHALL HAVE A PROPERLY Al1ACIIED RIGID CEILING. • ED ALTERNATE CONNECTION 4 . _DATE BC DL PSF DRW6 581,670 (4) 6d COMMON NAIIS BC LL PSF -ENG SJP/KAR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF EACII FACE 2DGA ASTM A653 GR40 GALV. STEEL CXCEPI AS NOTED. APPLY CONNECTORS TO EACH FACE Or TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POS171011 CONNECTORS PER DRAWINGS 160 A T❑T.LD. MAX 60 P$F 8" X 8" X 1/2" PLYWOOD OR OSB SPAN RATED DUR.FAC. 1.15 1' — IS ffl SP NS1�1l,IIY 1(f (HC 11"11.1111[G DCSICNFR. PER ANSI/IPI 1-1995 S 1:1 N z. 24/0 GUSSETS EACII FACE. ATTACH WITH (8) 6d COMMON ( .113x2" ) NAILS PER GUSSET, (BRACING (4) IN CAP BC AND (4) IN BASF. TRUSS FLAT TC. 1REFERSIOEHIB_891E(HANDLINGCARE INSTALLNGFABRICATING, BRACI GDLIPUBLISIICDSHIPPING. AND BRACINS BY 1PIT(1RUSS-TC LA ,ING. PRIOR To PERFORM( G,IDIIESEIFINCTIIONSU11E 200. UNLESSfO'HERWI EI INDICATED. RSArEiY TOP CHORD PRACTICES LEHAVE LL PSF REF PROPERLY Al1AC11ED SIRUCIURAL PANELS AND BOI IOM CHORD SHALL HAVE A PROPERLY Al1ACIIED RIGID CEILING. • ED TC DL PSF 3/5/99 FURf11SH A COPY O( THIS DESIGN IO 111E INSTALLATION CONTRACTOR. ALP "EENGINEERED PRODUCTS. INC. SIIALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRUH TMS --• _DATE BC DL PSF DRW6 581,670 HANDLING,fISHIPPING.FAIL ETO BUILD INSTALLI GTHE ANDIBRACINGIOFCTRUSSESNLEWITH DESIGNIPh OR CON CONFORMS WITAIAPPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL PSF -ENG SJP/KAR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL CXCEPI AS NOTED. APPLY CONNECTORS TO EACH FACE Or TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POS171011 CONNECTORS PER DRAWINGS 160 A T❑T.LD. MAX 60 P$F -Z. THE SEAL ON THIS DRAWING INDICATES ' ACCEPTANCE Or PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUIIABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUIL GING DUR.FAC. 1.15 1' — IS ffl SP NS1�1l,IIY 1(f (HC 11"11.1111[G DCSICNFR. PER ANSI/IPI 1-1995 S 1:1 N z. SPACING 2.1.0" (SPECOM,-CARTER CONST / SPEC -2 - [OGE1' Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD'2x4 DF -L #1 SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE cv TC @ 24.00" OC, BC @ 72.00" OC. _ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (TRUSS DESIGNED FOR 12' MAX. OUTLOOKERS` c,jOBLE FACE MATERIAL: 10 PSF MAX. (STUCCO). 10 PSF BC LIVE LOAD PER UBC. � 0 2x4 OF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP.CHORD o WITH 2X4 ALPINE PLATES @ 24'oc. THROUGHOUT PLUS HEEL z PLATES AS SHOWN. •e W2X4 0 W2X4 a (K) y o (K) w A {�10-6-0. W2X4 m . W2 X4 a cti W2X4(A1) a W2X4(A1) z 11-0-0 1 I•o•o I10 0 -0:2'0—v er=2,Supp �vI/ DI- , _ �UN i , 1 R-545 W-3.5' L P ® a �f R=545 N-3.5 pry EPA F3 7MSt; `' Note: All Plates Are W1.5X4 Except. As Shown. PLT TYP'. Wave TPI -95 R + Design Criteria: TPI STD CA - 1' - E Scale--.375"/Ft. '•YARNING••• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANGLING. SHIPPING, INSTALL IY6 AND 0D W T C LL 1 6.0 PSF REF R427--44314 O OIACiNG, t[F[R Tp X10-91 (NAND( IMG INS/ALL MNG. AND BRACING). IUBIILXED BY T% (TRUSS PLATE t� O pSTITU7E, SBS O'OIOFRIO DR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO ti O PERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SCALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE , 10102100 CV STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. c� •fRODUCTSA INC. SNALLINOTSH ANEORESPO SIBLEPY Of THIS DFOR MANY TO TDEVIAHE TIONLFROM TRIS DESIGN; ANYATION CONTRACTOR. REFAILUREERG E?ED BC DL i< 7.0 PSF DRW CAUSR427 00276033 OUSLD THE TRUSSES IN CONF00.MAOCE WITH 1P17 OR FABRICATING. HANDLING. SHIPPING. IIISTALLIA6 A 6 ALPINE ORACIYG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF AOS (NATIONAL 0ES1 BC LL 0.0 PSF CA -ENG TSB/GWH UECIFICAT ION PURL I..EO BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONRECTORS ME MADE OF ""'STN A057 GR40 GAL1. STEEL. EXCEPT AS NOTED. APPLY COMNEC70RS TO * Oct 03 20 * TOT: LD. 33.0 PSF SEAN - 21331 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OW THIS DESIGN, POSITION CONNECTORS PER �,,,.,,�,L p,.,,�w,, DRAWINGS 160 A -Z. TBE SEAL 01, THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEENING +i` CIV& DUR. FAC. 1.25 .FROM: KD app b"„�4 .��� I= [ONPOSENT IFOR ARIL►AR TICULAlEBUSL0 6 IS THETRESPONSIBIDESIGN LITY OF THE BUILDINGN. THE IDESIGNER.TY AND PE0.SautneadTHIS _ ��.��I ►NSI/TPI 1.1995 SECTION 2. P SPACING - - 24.0m (SPEC09ze.-CARTER CONST / SPEC -2 - A2 THIS DMO PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 N WEBS 2x4 OF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE � Com") TC ® 24.00. OC. BC ® 72.00" OC. ATES DESIGNED FOR GREEN LUMBER_ PER NDS -97 TABLE 7:3.3. , 93-: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL.LOAD. (ADDITIONAL LOADS PER TRUSS FABRICATOR N : From 6 PLF at 0.00 to 6 PLF at 10.00 10 PSF BC LIVE LOAD PER UBC. d 11 M I/F-t O PLT TYP. Wave TPI -95 R Design Criteria: TPI STD - CA - 1 - E - Sca1 .3 . 16.0 PSF REF R427=-443 . t= •WARNING•• TRUSSES REOOIRC"EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND •BRACING. REFER TO MIB•91 (HANDLING IRSTAlLINO AND BRACING). PUBLISHED BY TPI (TRUSS PLATE p�,D W. ti TC LL C=) O CV - INSTITUTE. 581 O'ONOFRIO OR.. SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE P40PERMATTACMED STRUCTURAL PANELS. BOTTOM CHORD SMALL RATE A PROPERLY A77ACHED RIGID CEILING. ( TC DL 10.0 PSF DATE 10/02/00 W4X4 a BC DL 7.0 PSF DRW CAUSR427 00276034 C'•") ' PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIA710N FROM THIS DESIGN. ANY FAILURE F0 z t�00� I-oo a- d I_ 5-0-0 _I_ 5-0-0�• , 10=0=O'Over 2=Supports R-416 W-3.5• R=416 W-3. d 11 I/F-t O PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - E - Sca1 .3 . 16.0 PSF REF R427=-443 . •WARNING•• TRUSSES REOOIRC"EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND •BRACING. REFER TO MIB•91 (HANDLING IRSTAlLINO AND BRACING). PUBLISHED BY TPI (TRUSS PLATE p�,D W. ti TC LL C=) O CV - INSTITUTE. 581 O'ONOFRIO OR.. SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE P40PERMATTACMED STRUCTURAL PANELS. BOTTOM CHORD SMALL RATE A PROPERLY A77ACHED RIGID CEILING. ( TC DL 10.0 PSF DATE 10/02/00 ••IMPORTANT-- FORNISN A COPY Of 7615 DESIGN TO THE INSTAtLATION CONTRACTOR. ALPINE Ell [RED BC DL 7.0 PSF DRW CAUSR427 00276034 C'•") ' PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIA710N FROM THIS DESIGN. ANY FAILURE F0 ALPINE BU ILO TOE TROSSIS IN CONFORMANCE WITH.TP1; OR FABRICATING. NAMING. SNIPPING. INSTALLING BRACING If I:Ull[l. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESI BC LL 0.0 PSF CA -ENG TSB/GWH H C11-D,CORNICTORS SPECIFICA710R PUBLISNE0 BY TOE ANI4ICAY FOREST AND PAPER ASSOCIATION) AND TPI, ALPIRE ARE MADE Of FOGA ASTM A653 GRAD GAIT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Oct OI 2O O * * TOT. LD. 33.0 PSF. SEON - 21333 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED Ol THIS DESIGN. POSITION CONNECTORS PER A•1. THE SEAL THIS BRAYING INDICATES OF PROFESSIONAL DRAWINGS 160 OB ACCEPTANCE ENGINEERING Q1VIL D U R .FAC . 1.25 FROM KD �' R[SPORSIBIIITY SOLELY FOR THE TRUST COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of 7815 CA 9 COMPONENT FOR AN PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIFTPI 1.1195 SEcnoN 2.- SPACING - • 24.0" (iPEC0928-CA,RTER CONST / SPEC -2 B1 HIPSET 8' $B) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD -2x4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 Cli WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 'LATES:DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSE BC LIVE LOAD PER UBC. I1 HIP SUPPORTS 8- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. N .ONVENTIONALLY FRAMED. C- IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DISE THIS DESIGN FOR COMMON .HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TO BRACE ALL TC 0 24.00't OC. BC @ 72.00. OC. o "ROSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT z iC. ATTACH 2x4 .LATERAL BRACING TO FLAT TC @ 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. 8RCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. a W3X6 0 W3X8 = W3X6 4> v W1.5X4 W1, 5X4 A . 8� �8r 0 C=) _ a .9-0-0 a W3X8§m HS2512 Lv W3X8 w W3X10(B3)~e W1.SX4 11 W3X10(B3) 25 ' z I� 1±_Aj B-0-0 _I_ 8-0-0 _i_ B-0-0 x'24-0=0" Ove 2�SuPP_or--ts_ - R-1932 W-5.5' . ' R-1932 W-5.5' CY' PLT TYP. High Stren th.Wave TPI -95\k Desi n•Criteria:-TPI STD CA - - -e ( -'WARNING-- TRUSSES REONIRE EIIREME CME 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND - O BRACING. REFER TO 9I8•92 (HANDLING INSTALL116 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE QVC W ti Y� tl'R 2j 4 3 1 6 O , IRSTITUTE. SW O'OEOFNID DR.. SUITE 100, MADISON. NI 65119), FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FOICTIOBS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED �� T,& D Lcam+ D O f D E 1l j 0 2 / OO N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE.A PROPERLY ATTACHED 21610 CEILING. �-"" . --IMPORTANT-- FURNISH A•COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEERED C 'DL 7.0 PSF DRW CAOSR427 00276035 C-6 PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TD BUILD THE TRUSSES IN CORFORMMCE WITH TPI; OR FANRICATINO. BANDL48. SNIPPING. INSTALLING AND ea p BC LL 10 PSF CA -ENG TSB/GWH ALPINE 82ACIN0 OF TNOSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN P' - . SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) ARD TPI. ALPINE V CONNECTORS ARE MADE OF LOW ASTM A653 GRAD SALT. STEEL, EICE►T AS NOTED. APPLY CONNECTORS TO * Oct O3 2000 * TOT. LD. 33 0 PSF SEON 46744 C7 EACH FACE OF INS SS' AND UNLESS OTHERWISE, LOCATED OII THIS DESIGN, POSITION CONNECTORS PER .p DRAWINGS 160 A4. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 1NGINIERING Y CIV1 7 DUR.FAC. 1.25 FROM 'KD - q,,,,L,,�,E NESPONSIBIIIiT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AHO.USE Of THIS IMP IPJ � �.�^ COMPONENT FOH ANI PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER CIF SaaamlatgCA95M AMSIFTPI 1.1.95 SECTION 1. SPACING SEE ABOVE (SPEC0928-CARTER CONST / SPEC -2 - B2 COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 -DIMENSIONS) SUBMITTED BY TRUSS MFR.' TOP CHORD 2x4 DF' -L $1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard_ IN .LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE r TC ® 24,00" SLATES OC., BC 0 12.00"�OC. DESIGNEWFOR GREEN LUMBER PER NDS -97 TABLE -7.3.3. 4 - n: DEFLECTION MEETS L/240.00 LIVE AND L/180:00 TOTAL LOAD. X10 PSF BC LIVE LOAD PER UBC: Ln r Z W4X4 Es ' W1.5X4 er —)B' i Q ca +9-0-0 a W2.5X4 sm W2.5X4 = . w ' W2.5X4(A1) ESE W3X4= W2.5X4(A1) w Z 1 -ICT _ U± -DJ - - _ I_ 12-0-0 J— 12-0-0 �l _24-0-0 Over 2'Sapports I R-876 N-5.5' E R-876 M-5.5 U,LDIN nrpi AR Thr } c' PLT TYP. Wave TPI -95\R Design Criteria: TPISTD CA - 1 -—. e.# F . O "WARNING'- TRUSSES REQUIRE EXTREME CARE 1N YADRICATION. .HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -BI (HANDLING INSTALLING AND BRACING). ►U6LISMID BY YPI (71109S PLATE p1y1N, y� TC LL 16.0 PSF REF R427 --44S-1 7" O O N INSTITUTE. 503 D'OROFAIO DR.. SUITE 200, MADISON, Y1 63719). FOA SAFETY PRACTICES PRIOR TD PERFORMING TME SE FUNCTIONS. UILESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SNAIL SAVE A PROPERLY ATTACHED 41010 CEILING. `� - �� [ TC DL 10.0 PSF DATE . 10/02/00 - ..IMPORTANT --Of THIS DESI ALPINE WANT TO THE I5STAtATIOl TfA1 BC DL 7.0. PSF DRW CAUSR427 00276036 - C� PRODUCTS. INC. SIALLIIOTABCOPY RESPONSIBLE FOR DEVIATIONL FROM TMISTD SIGN; FAILUIEETD 58 06 " CONFORMANCE WITH TPI; OR FABRICATING. PROVISION SHIPPING. AN BUILD THE TIUSSSE PROVISIONS Of NOS BC LL 0.0 PSF CA -ENG TSB/GWR �• E-' ALPINE C -i (NATIONAL LE (IATIOIAL oc3I6 BRACING Of TRUSSCS. THIS DESIGN CONFORMS WITH APPLICABLE . SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ASID PAPER ASSOCIATIOI) AID TPI. ALPINE CONNECTORS ARE NADI Of TOGA ASTM A653 6140 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Ct O3 ZOO f �' TOT. LD. 33.0 PSF SEQN - 46748 WN fACE Of TRUSS. AID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•L. THE SEAL ON THIS DRAWING INDICATES ACCEPTAICE OF PROFESSIONAL ENGINEERING �p Y� CML DUR.FAC. 1.25 FROM KD PiodkCtS, hr TRESPONSIBILITY ���9 SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TIE. SUITABILITY AND USE 0 F THISAlp BUILDING IS THE IESPWSI81l1YT OF THE BUILDING DESIGNER. PER �� .ANSI ITPiT1�1995ISECTITICLWt SPACING 24.00 - (VSC092Q-6RTER CONST / SPEC-2 [DGE] C1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS'& DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF-L #1 SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. BOT CHORD 2x4 DF-L #1 LING USE PURLINS: TO BRACE IN LIEU OF STRUCTURAL PANELS OR RIGID CEI' WEBS 2x4 DF-L Standard ' r TC @ 24.00" OC, BC @ 72:00" OC: _ATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. _ DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (TRUSS DESIGNED FOR 12" MAX. OUTLOOKERS N 4BLE FACE MATERIAL: 10 PSF MAX. (STUCCO). 10 PSF BC LIVE LOAD PER UBC. 117 Lr?O 2x4 DF-L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD z WITH 2X4 ALPINE PLATES @ 24'oc.-THROUGHOUT PLUS HEEL ' PLATES AS SHOWN. W4X4 r 8 r C Zj W3X4'� A W3X4 OtYi (K) (K) A. A 13-4-0 a _ W2.5X4.- W2.5X4 a w W3X4 ®. z W3X4 = „ W3X4(A1) W3X4(A1) a z w z Ili u yl°� " 7-0-0 7-0-0 I fes` Y4=0 0 Over 2—_S_Upports, R-791 a73.5' R=791 N-3.5' UTTE t'' Note: A11 Plates Are N1.5X4 Except As Shown. ppt " �N 1g 13m�� PLT TVP. Wave TPI-95 R Design Criteria: TPI STD CA 0 �(E' r375" Ft. —WARNING " TIL REQUIRE ENTRENI CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND O ERACUG.. REFER TD HIB•91 (HANDLING INSTAIIUG,AND BRACING). PUBLISHED BY TPI (TRUSS PLATE OW W./�, TCP11L r?A1G PSF RU. R 427 - •44319 O INSTITUTE. 503 0.OIOFRIO DA.. SUITE ROD, MADISON, NI !3719). FOR SAFETY PRACTICES PAID TO S )TCP — ("}5q@: _ O PElF00.MII0 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD lNAll HAVE PRDPERLY ATIACNfD TC- D L 1 0 . PSF D E ': 10102100 N ITIPCTORAL PAMElS, BOTTOM CHORD SMALL NAYE A PROPERLY ATTACHED RIGID C(ILIAG. •'IMPORTANT•• FOHNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER BC DL 7 .0 PSF DRW CAUSR427 00276055 C---7 PRODUCTS, INC. SHALL.IOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL OR T 6 BUILD THE TRUSSES IB COA/ORMANCE WITH TF1: OR FABRICATING. HANDLING, SHIPPING, INSTALLING All ALPINE ORAtING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGO • BC LL 0.0 PSF CA-ENG TSB/GWH E ' SPECIFICATION PUBLISHED BT THE AMERICAN f00.GAL AVO PALER ASSOCIATION) AND TPI. ALPINE Oct 03 2000 TOT.LD. 1 33.0 PSF $EQN - 21337 V EACH EFACES ARE MADE Of 20BA ASTM HERW SENO GARY. STEEL, 11CIPT AS NOTED. APPLY CONNECTORS TO * * C=) [ACM FACE Of TEUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEN - DRAWINGS 160 A•1. TIE SEAL OA THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ERGINEERINO Y CnAlw DUR. FAC. 1.25 FROM. KD ' I AJ. &� �IS. IDD 1E"0:,.TlSIOL ITY SOLELY 1111 THE TRUSS COMPORIST DESIGN SHOWN. INE SUITABILITY AND USE OF THIS '9)�. 6"��q"'.� 9S�a COMPOFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of INI BUILDING DESIGNER, PER �C�I SPACING 24.0" AIS(ffl1 1.199! SECTIDI E. IVIS 11WG ORFPARFD FRDN COMPUTER INPUT (LOADS '& 01tl£N51ONS) 5U01I111tU UT fna» tor.. ISPECO928-CARIEP. CONST / SPEC -7 C; --COM DRAG TOP CHORD 2X4 DF -1.1 IN 61EU'OF SIhUCTURAL P.ANFI5 OR RIGID CEILING USE PURLINS: TO BRACE FC ZD(� 24.0' ITC, OC (9 BOT CHORD 2x4 DF -L #I NEBS 2x4 DF -L Standard L'EFLECTIGN MEETS ,-/240.011 LIFE AND L1180.00 TOTAL LOAD. ILATES U[SIGNE:n FOR GREEN LUMBER PFA N05-9/ TAisLE 1.3.3. - 10 PSF Be L'IVE LO1,L' PER UBC. _ ** THE FAMMUM HORIZONTAL REACTIOri I5 1665j xx m-RANSFERS .104.00 PLF Al 04G TOP C80RD THROUGH TRUSS TO LL'PF03T{S) iINcF.E cKa MiCATED. DIAPHRAGM AND CONNECTIONS ARE TO 9E O£SIGNED BY ENGINEER OF " C::j.EcNO. <MRAG TRUSS>) W4X4 .0 z 1J1,Sz4 �: W1 .5k4 x ' f --- r_, w �. W4A (A2) 5 ^� z J � 3 rz 713-4-0. 1 7-0-0 _ �+ L__3 o l� --- -- --=140 0 Overt R-•1124 1/-3.5' R-I1'l.9 W-3 5. = aRP,=l6bf==) inGti t tv V qS o — Des!Qa Criteria: TPi (STD) 1.� -- CAL Jlj-�F; /= _ �tif:a 7i" Ft. PLT T'/P. wave IPI j,_-_____— — �,� I "— '--_—r•p ARRIHti" 't u;sfs R1 GUli/ IL lik+�'�P! It./tt-[CATIOXi1 (71DE Iii." Stf 1.I KG, tH]1 AIL 1A6 A+0 1, pfE /a l_1. s.5.0 PSF R_EF,R42758883 `, OAACIR:. A[Plf IO A10'41 (R1AOl IR•. IieTAII IAS AAO DAACIYLI. POPL1SH10 P! EPI I-,AUSS ft At: j1 Y 1KrtIule, S51 O'040,R10 Oa.. LOCI :00. MA0[SGR, Y1 59119). icm SALETT P-ACi ICES talon fG i o '` ITC DL 1U.0 PSF `)ATE 1U/18/I)t f_,, ! PEIf(Ulp liu Ttttf C^.1r lf•45. Ui1ESt ••?TtfaY(s' tt:1tU�EO, TOP Ci010 SOAV. IIArt P$CPtF.fi ATTACHfO �_— Lr.l ' �YU�^YPAI PlaiL , 801TOH C`t0a0 14ALL 1111 A fROPTRLY At:ACtID 11GIO C`KIX6_ t n �S nn 7 _ J PS!' 7Ru CAUSNe,7 JU292019 _i CV fftpl SN ACOP, Of 1oiS 0(S:Id THE IASTu IA, IDi CUR1U t0i_ A:!IKt fsSt RtltlO • } 1 iTC n1. �\• �•' 1KPOP•fAMT•• Ti, i{1 . Oa000C15, lai. iNAil t0T BF RF SPC aif01E (Ua ARY 5[71ATlh0 f29N fSt31iE;IW: A.Sf rAtf Uat TO 5— Lal RC I_l, ;1,0 PSF CA -ENG GTP/CNC 10E 7:,. S"11 Co.,..DtMAR(t 11 in iAf; OH SAofJU71R6, iMia1A8. SOIIf (RA;, ii STA �I [R•. A4'. i 4 C� E n T t C �_ WACIAG 01 1a0SSEG. THIS OEilti Cum S YLCH AIPIICADIE Ta01310O s 0` 1U3 tMTiDIAI OESS:1 ---- 5,1 --.—• -- --- C D L ��L r 1 II L. D apt: 1: SCAT1cR PueltsREo sHL AAtiItA2 intts- AND t1*ct ASTOct4fr:; .RO EPG. ALflit yt * f0 -C. LD. 33.0. PSF 1 SEQP.' - 411072 *,mf.cJ; SARI, sAOf. 0. 20GA ASW AGSS GIA* GAIT. STfEt, L, CEP, AS .'DTFO, APt,T to?RrCTORS T: l p ---- _— t' e•AiN :ALE tt TAUS:, AID I.PI.ISS 01ACRY12t,tOtATfU 0t To11 pIS IGf, !f.•itT lJs CUY:/ff.10Rf Iia. iA --- [Y? l/ VV 11 :gAMSpLs IZo A: '•H! sFAL l4 SHts 04 VOMC inOi Car s ALctr TAM:I n! PR•7rtsstOR.L ac atERf e,• PUP. fA�.. _i.25 SRO+ti KD •- Atp11aLT•a1C-IIYt Pi'OdCCLS, ItIe. ! ^ GN141111T SMLirfO4 Tse T7a7s contU0111 GfSIGR SaOHa. a..0 50TWLITT AAO OSt OP f4fs { _•_---- --- .. �. 01AI F9t MY PAA. tGUl AJ1 GOIlOU: 11 Zit Y.YPu(iSte TLlT1 Of Thl 0011.911: 00064ft• fU , SPACING 24.0IN T Spglimcl4,, l;f. S582Y Al :fl I ltt) SE01o% 2. LD (SPECO928-CARTER CONST / SPEC -2 - D1 HIPSET 6' SB). _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PSF m 1 0 / 00 LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE -7.3.3. 10 PSF BC LIVE LOAD PER UBC. - --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGIREEKED PRODOCTS; INC. SMALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO I1 HIP SUPPORTS.,6- 0- 0 JACKS WITH NO WEBS..CORNER SETS ARE `4 USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. EXTEND SLOPING TC OF ONVENTIONALLY-FRAMED. TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONSEVERY"1,00 FT TO FLAT PSF. TC. ATTACH 2x4 "LATERAL BRACING TO FLAT TC 0 24.00" OC WITH•2-16d NAILS Ln UILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. AND DIAGONALLY BRACE PER HIO -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. o SUPPORT HIP RAFTER WITH CRIPPLES AT 17: 5- D OC. z1N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC LL TO BRACE ALL TC @ 24.00' OC, BC 0 72.00. OC. W2.5X4 0 WSX6(R) 4' CA -ENG TSB/GWH ' cn H im Alp .gft��95� PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TAI. ALPINE CONNECTORS ARE CONNECTORS N( MAGE OF YOGA ASTM A653 60.40 SALT. 9TCFl. EICEPT AS NOTED. APPLY CONVECTORS TO EACH FACE OF TAUS$, AND UNLESS OTOEAWISE LOCATED 01 THIS DESIGN. POSITION,COMAECTOAS PEA DRAWINGS 160 A•1, THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPOTE T1F01TANYLELY PAATICCUULAREBUILDING IS THETDESIGR SHOWN. THE AESPONSIRILITY OF THE BUILDING DESIGNERABILITT AND . THIS ANs11T►I 1.19.5 SECTION E. } Oct 03 2000 * * {{', civil_ '9)�� � TOT.LD. 33.0 PSF SEQN - 46762 KD • - ' ' OUR. FAC. 1. 2 5 FROM ra SEE ABOVE - o a a 0-0-0 A W2.5X4 E3W1 0 A .5X4 . ^, W2.5X4(A1) E3 W2.514(Al) a w , w • �, Lr 6-0-0 _I_ 2-2-12"_1_ 5-9-4 1 fF�4-0 0 Over=2=SUPports / ,� • R-918 W-5.5' - - -- ',_ �A " aW=5.5't� R 918 �O.j ��`Co �c2 c�' PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - E` - .Ft. • p WARNING-,- TRUSSES REQUIRE EITREME CARE IN FABRICATION, MANGLING, SNIPPING. INSTALLING AND TO MIB•91 (NANOUNG INSTALLING AND BRACING). PUBLISHED BY 7P1 (TRUSS PLATE QW W. TC LL " 1 6 . 0 P S R 7 - - 4 20 O .:ACI'lil.FEA INSTITUTE, SOI D•OAOFRIO DR., SUITE 200. MADISON. NI 53719). FOA SAFETY PRACTICES PRIOR TO O N PERFORMINGTHESE FUNCTIONS, UNLESS OTHEANISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTUNAI PAT tLS. BOTTOM CHORD SMALL MRPE A PROPERLY ATTACHED RIGID CEILING. TC DL 10.0 PSF DATE 1 0 / 00 - C -i - --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGIREEKED PRODOCTS; INC. SMALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO BC DL 7 .0 PSF. DRW CAUSR121 00276038 " - ALP INE BUIL. THE IRVffES 11 CONFORMANCE WITH TPI: OR FABRICATING. DANDLING, SHIPPING. INSTALLING AND BRACING OF TAASSIS. IN ISOESI6A CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL. DESIGN. BC LL 0.0 PSF CA -ENG TSB/GWH ' E-• V O im Alp .gft��95� PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TAI. ALPINE CONNECTORS ARE CONNECTORS N( MAGE OF YOGA ASTM A653 60.40 SALT. 9TCFl. EICEPT AS NOTED. APPLY CONVECTORS TO EACH FACE OF TAUS$, AND UNLESS OTOEAWISE LOCATED 01 THIS DESIGN. POSITION,COMAECTOAS PEA DRAWINGS 160 A•1, THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPOTE T1F01TANYLELY PAATICCUULAREBUILDING IS THETDESIGR SHOWN. THE AESPONSIRILITY OF THE BUILDING DESIGNERABILITT AND . THIS ANs11T►I 1.19.5 SECTION E. } Oct 03 2000 * * {{', civil_ '9)�� � TOT.LD. 33.0 PSF SEQN - 46762 KD • - ' ' OUR. FAC. 1. 2 5 FROM SPACING. SEE ABOVE A ., V c� o a Ta . W1.5X4 8 r (SPEC0928-CARTER CONST / SPEC -2 EI HIPSET 8- SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP'CHORD 2x4 OF -L #1 :T2 2x6 -DF -L #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT -LOAD. ROT CHORD 2x4 OF -L #1 •(A)�CONTINUOU3 — c�v WEBS 2x4 DF -L Standard LATERAL BRAC. LNG_EQUALL.Y_SRACED—ON—MEMBER. C7�1.t Wedge -2x6 DF -L #2: ` DEFLECTION MEETS L/240.00 LIVE AND L/180.00.TOTAL LOAD. W LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER.UBC. c, DDITIONAL LOADS PER TRUSS FABRICATOR C - From 6 PLF at 32.00 to 6 PLF at 35.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 'r' - - TO BRACE ALL TC @ 24.00` OC, BC O 72.00. OC. 0 1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. �1:ORNER SETS,ARE CONVENTIONALLY FRAMED. ***.THIS TRUSS IS NOT SYMMETRIC --'INSTALL AS SHOWN *�* USE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0. OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG: I� ' BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC.- l-- W3X10 ® W3X6 ® W012 m W5X4 44' T2 V c� o a Ta . W1.5X4 8 r W6X8� 1 8 (A)Y A) w W5X8 = W2. 5X4 W1.5X4 III 144X12= W4X4 11-4-0 w W7X6(C9) 4 < W4X6(C9)' HS25,12 a ` W2.5X4(A1) E_ L-_3-0 o_ -.I:-6;,9 I_ 8-0-0 I_ 19-0-0 _I_ 8-0-0 I I 35-0-0 Over 2 Supports R-2680 Wa5.5- � � R-3251 W-5.5' ,P1P1p I<i� j ,`d4T 1 PLT TYP. High Stren th,Wave TPI -95\11 Design Criteria: TPI STD OA -` �- E:- " -WARNINGTRUSSES.REQUIRE EXTREME CARE T/ FANt;CATION, HANDLING,. SNIPPING, INSTALLING ARD -, „ 2My, O BRACING. REFER TO HID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE CPQ-^ W, ti TC LL 1 6 . 0 P ,E P,4g7 - 3 2 1 - 1 O INS717UTE. SBS O.OMOFRIO DR.. SUITE 200, MADISON. WI 6)110). FOR SAFETY PRACTICED PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED C7� TC DL - 10.0 PSF DATE v 107;0,2/00 ' CIV - STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING.—IMPORT' c+A PRODUCBUILD TSAKI C.US , SMALL;SH A It..1OPY Of TRIS 111101SIBLEDFOR6dANY THE DEVIATIONINSTALLATION THIS DESIGN; AA1Y EFAILUREET00 BC DL 7.0 PSF DRW CAUSR421 00276019 C 06 C' BRACINGK0►TTRUSSES`N CO THE SN cis IIIICONFOAMS WITH APPLICABLE PROTH TPI; OR FABRICATIRA. VISIONSSOf NDS (NATIONALINO AID OESIG B C L L ' 0 . 0 PSF CA -ENG TSB / GWH ALPINE SPECIFICATION ►UOLISHED By TK[ AMERICAN FOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE V - CONNECTORS ARE MADE OF IOU ASTM ARS) 6940 DALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS 10 f ct 03 2000 A TOT.LO. 33.0 PSF SEQN - 21329' 0 EACH FACE or TRUSS. AMD UNLESS OTOERNISE LOCATED ON TNIS DESIGN. POSITION CONNICTORS PER �p _ DRAWINGS 260 A-1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING si• CNIV- D UR .FAC . 1 . 2 5 FROM ' K D - - AIpDIO Fugimmired Products. I1U3. COMP01L1REspo T1I 1.Ia ANVTV LPARTICULARELY FOR EBU BUILDITROSS NG 90TRF RESPONSIBILITY Of THE BUIlDIN6DESIGN SHOWN. THE I0[5161EtTY AND SFPEq THIS '9%� ' Samomm,CA95829 ANSIITPI 1.199s SECTION 2. SPACING SEE ABOVE (SPEC092B-CARTER CONST /,SPEC -2 - E2 HIP 14' SB) - THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF7L #1 :T2 2x4 DF -L #1&Bet.: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. �r OT CHORD 2x4 DF -L #1 C=) WEBS 2x4 DF -L Standard �(A-)-CONTINUOUS LATERAL BRACING EOUALL-Y-SPACED-ON-MEMBER .. y LATES DESIGNED^FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (ADDITIONAL LOADS PER TRUSS FABRICATOR 10 PSF BC LIVE LOAD PER 'UBC. N C - From- 6 PLF at 33.00 to 6 PLIF at 35.00 LC'3USE THIS DESIGN FOR COMMON HIP TRUSSES.@ 24.0. OC. Ln N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: EXTEND SLOPING TC OF TRUSS AND JACKS TO,HIP RAFTER. z '0 BRACE ALL TC @ 24.00' OC, BC @ 72.00' OC. SUPPORT EXTENSIONS EVERY 3.50 FT TO FLAT TC.•ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH .2-16d NAILS THIS TRUSS IS NOT SYMMETRIC --•INSTALL AS SHOWN *** AND DIAGONALLY BRACE PER NIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 02-09-15 OC. W2.5X4 0 W5X6 (R) /O T2 X4O W3,X14 I1- , A / A a W1.5X4 19 W3X8 a 11-4-0 w W3X6 � W2.5X4 s Wl. 5X4 III it r 4X4(A2) z W2,X.4 W 0 W2. 5X4 (Al) a t� z w w E� 12=0 -0_k -6- 14 -0 -0 =0 -op -6-14-0-0 _1_ 7-0-0 _i, 14-0-0 1 F 35-0-0 Over 2 Supports R-1175 W-5.5';!13. R=1338 W-5.5' s. d / r COUN a' PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA ca 87 - " I C� O O N C -i H v - - ALPINE = eems�, �r�_ �inwe�cre,Y "'1'� �8w plOd➢CIR, In, 8eaemmtotiCJl9S84B 'WARNING --TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. ' Sir ER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE i0R SAFETY PRACTICES PRIOR TO USTITtlIN SBl D'OtlOFR10 DA., SUITE lOD. NAOISOM, YI 101 D' PERFORYIMR TNF'E FUNCTIOflS. UNLESS OTHEAMISE INDICATED. TO► tN0lD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. .-IMPORTANT" FURNISH A COPY OF ISIS DESIGN TO THE INSTALLATION CONTRACTOR. Al►INE ENGINEERED ►RODUCIS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AA1 FAILURE T BUILD INE TI0 IS IN CONFORMANCE WITH TPI; OR FABRICATIlO. HANDLING, SHIPPING. INSTALLING AJ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF SOS (NATIONAL DES( SPECTFICATIOA PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6531 BRBD GALT. STEEL. EXCEPT AS NOTED. APPLY COSMECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR TRIS 013100. POSITION CONNECTORS PER ORA UI160 A.Z. THE SEAL 01 THIS ORAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TROSS COMPONENT DESIGN SHOW. THE SUITABILITY AND USE OF THIS COMPOM[ST Pot AMY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGREA, PER ANSIJTII 1 I99S SECTION E., ' Y� 0.pVD W, _y (f "'CCC 6 0 f t 03 2000 * CML Ctf TC LL 16.0 'PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT, L.D. - 33.0 PSF F 27 44 2 . DATE 10102100 DRW CAOSR427 00276040 CA -ENG TSB/GWH SEON - 21325 D U R .FAC .. 1 . 2 5 FROM K D SPACING 24.0° (SPEC0928-CARTER CONST / SPEC -2 - E3 TSC BASE) THIS DHG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. -r )T CHORD 20 OF -L #1 . , . �,.. .,. � per.......... ,....., .,. �.......... : ... . ..... .. � ...., . ,., �.,, , .. ",,.,.. WEBS 2x4 DF -L Standard • CALCULATED HORIZONTAL DEFLECTION IS 0.17' DUE TO LIVE LOAD AND 0.18 DUE TO DEAD LOAD. -ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE.7.3.3. R- (A) CONTLNUQUSyLATERAL BRACING`EOUAL'L'Y`SPACED-ON-HEMBER.., ADDITIONAL LOADS PER TRUSS FABRICATOR' '• ' I From 6 PLF at 33.00 to 6 PLF at 35.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. . Lr>, _ 10 PSF BC LIVE LOAD PER UBC. N W5X6(R) iA W5X6(R) W5XB O T2 _ W3X14 4�, B r (A) B - �„ W1.5X4 C -D (A) o W7X6(R) UI w W3X8 11-4-0 , aw ` . W5X8 ea W1.5X4 UI X' W3X8 (iF2) A W2,4 S " 4 W2.5X4 (A1) r� z R 12-0-o tl-6-a ' 14-0-0 7-0-0 14-0-0 10-1-12 9-8-4 15-2-0 I 35 0-O—Over-2—SupPOrts w /'�� R -1075:N-5.5' 3� � COU j R-1332 W-5.5' DING PAR� o_ IWE A. a a �' PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - E - - "S'cale'O.1B75° Ft'. I ••HARM IMG•• TRUSSES REQUIRE EXTREME CURE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND O . BRACING. DEFER TO XIB•91 CMANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Qtp Wti TC LL 16.0 PSF REF 9427--44323 C=) IN STI iUTE, 6B3 D'ON DFRIO DR., SUITE 100. MADISON, M1 63719), FOR SAFETY PRACTICES PRIOR TO O PERF00.MING THESE fUNCT10MS. UNLESS OTNERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ( TC DL .10.0 PSF DATE 10/02/00 CV STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE,& PADPERLY ATTACHED 41610 CEILING. - C`•M •P0.ODUCTSAN INC. SMALL) NOTA BEDRESPONSIBLEOFOR All TDEVIATIONLFROMNTHISTDESIGGNN; AANYLURE SH PY OF THIS ESIGN TO HE XEFAIETED BC DL 7.0 PSF DRW CAUSR427 00276041 BUILD TBE TRUSSES IN CONFORMANCE MIT$ Ill; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AN BRACING OF TRUSSES. TRIS DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG TSB/GWH ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND'TPI. ALPINE OctO3 2000 V CONNECTORS ARE NADI Of IOBA ASTM A653 OW $ALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO + TOT. LD . 33.0 PSF SEAN - 21356 EACH FACE OF TRUSS. AND UNLESS OTHERVISE LOCATED OM THIS DESIGN. fOSITIOM CONNECTORS PER �(� DRAMI$GS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 116IREERING %` CM P OUR.FAC. 1.25 FROM XD ��,,,,,,,,,,,,,,����,,N1 RESPONSIBILITY SOLELY FOR TOE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE 0/ TtlIS Alpin Engi ew �� '• COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESI6RER, Pit 8eQemealD,CA9SS29 AMSIiTPI 1.1095 SECTION 1. SPACING 24.0• (SPEC0928-CARTER CONST./ SPEC -2 E4 TSC -BASE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS'& DIMEHSIONS)fSUB MITTED BY TRUSS MFR. - TOP CHORD 2x4 DF -L #1 :T2.2x4 DF -L #1&8et.: ROOF OVERHANG SUPPORTS 2:00.PSF SOFFIT LOAD. OT CHORD 2x4 DF -L $1 , N WEBS -2x4 DF -L Standard CALCULATED HORIZONTAL DEFLECTION IS 0,17" DUE TO LIVE LOAD AND 0.18' _ DUE TO DEAD LOAD. LATES DESIGNED FOR GREEN LUMBER PER NDS-97,TABLE 7.3.3. 4 (A)tCONTI.NUOUS-LATER-AL_BRAC-ING=EOUA-L--Y—SPACED-ON-MEMBER (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cli 10 PSF BC LIVE LOAD PER UBC. Lm N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: - Lc_j 0 BRACE ALL -TC @ 24.00" OC, BC'@ 72.00" OC. W5X6(R) e4 W5X6(R) _ - W5X8 * T2 MID 0 E,Wl.5X4(A) 9=3 �W1.5X4 III o`x. 7X6(R) IB cw - W3X88 11=4-0 ._ . W3X8 (F2) a - W5X8 Ng W1.5X4 J' W4X4 e c5 - P 14-0-0... .7-0-0 12-0-0 10-1-12 9-8-4 13-2-0 ver: 2_SuPPor-t-s_ • . R-1099 W-5,.5" R-1079 W=5.5" w. > , t Co Q' PLT TYP. Wave TPI -95 R Design Criteria TPI STO �J �� 0 O O C•'7 6—� V O � • ALPINE �LIpmG Cti PlDallGIB, IOC Sana credI RiB '!'HARMING-- TRUSSES REQUIRE ETTREME AE [■ FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO NID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONDFRIO,DR.. SUITE 700, MADISON. NI 67719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FRICTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL RAYS A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FIRNISH A COPY OF THIS DESIGN TO THE INSTAUATION CONTRACTOR. ALPINE ENGINEERED PAODUCTS, INC. 'SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAVOR( TO BUILD TME TRUSSES I1 CONFORMANCE NITS TPI: OR FABRICATIAG, MAODLIHG; SNIPPIER, INSTALLING AR BRACEtla OF TRU Sf(f. THIS DESIGN CDIFD/H5 YITR APPLICABLE PROVISION OF NOS (NATIONAL DESIG SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ,ALPINE CONNECTORS ARE NAGE OF FOGA ASTM A533 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNICTORS,fO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINSS 160 A•?. TOE SEAL 01 TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITSO Y LEFOR THE TLY RUSS COAPOIENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR Ali ►ANfICULAR BUILO186 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIFTPI 1.1995 SECTION E. O<,D W- O5 CtO$ 2OOD t * ,A CIC %_ P �C.AI� A - _ C Lir .R�1,6. J�JSF TC DL 10.SF BC DL 7.`0 PSF BC LL 0.0 PSF TOT, LD . 33.0 PSF , _ xaa. 875" Ft. E s 4�t:9���'4324 'DAT �0/02/00 ' DRW �CAUSR427 00276042 CA -ENG TSB/GWH SEAN -- 21356 DUR.FAC. 1.25 � FROM KO SPACING 24.0" SPEC0928-CARTER CONST / SPEC -2- .ES TSC BASE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TkUSS MFR. ' 4'OT CHORD 2X4 DF -L #1 N c�-A WEBS 2x4 DF -L Standard CALCULATED HORIZONTAL DEFLECTION IS 0.16' DUE TO LIVE LOAD AND 0.17" ., --. DUE TO DEAD LOAD. LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. - - (A),CON-T-INUOUS-L-ATERA"RACING-EQUAL-LY SPACED ON__MEMBER. DEFLECTION MEETS .L/240.00 LIVE AND L/180.00 TOTAL LOAD. '. cv 30 PSF BC LIVE LOAD PER UBC. Lc -'N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 'r'0 BRACE ALL TC @ 24.00' OC, BC @ 72.00' OC. " 1, W5X6(R) -14 W5X6(R) 0! W5X8 9 T2 —)8 W2. 5X4 d - cn W1. SX4 _o - 8 r- ^ �(A) W4X4 r~ o(A)� W7X6(R) III - w5 5 .2-4-7 w µ - _ W3X8f. , 11-4-0 M - . ,. W3X8 (F2) o W5X8 4 W4X4 Ear W1, 5X4 d , a'14-0-0 iQ 7-0-0 11 0-0 ¢ _(_ _(, 10-1-12 T 9-8-4 �� 12-2-0 'I I -r32-- 0-- 0-Over=2-Supports R-1066 W-5.5' R-1046 W-5.5" Q' PLT TYP. Wave TPI -95\R Design Criteria: TPI STD '. CA - B - */Ft. 1 C=� - --WARNING-- TRUSSES REQUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND TO HIB -91 ANDLING INSTALLING PUBLISHED BRACING. RE503 UPRIORPLATE W a TC 6 0 - - 4 2 �J O .. D'ONOFRID D0.PER INSTITUTE. x. SUITE 200. MADISONN.. WIRACS3719).FOR SAFETY PRACTICES TD �� t' 7 . pPS - F O - PERFORMING THESE FORCT10NS. UNLESS 07BERVISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED ( TC DL 1 0 OAA'. 1 CV STRUCTURAL PANELS. BOi70I CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. Cn PORTANT-- fORRISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF D CAUS 7 0 043- PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO D , ALPINE BUILD THE TRUSSES IS CORFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE. PROVISIONS OF MDS (NATIONAL DESIGN 8C LL ` 0.0 PSF CA -ENG SB/ d WH F' V SPECIficAUON POOLISHID OY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONIIICT013 ARE MADE Of 100A ASTM A653 61140 GALV. STEEL. EXCEPT AS NOTED. APPLY COHIECTORS TO '!Z t 03 2000 * TOT. LD. 33.0 PSF SEAN - '21360 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION CONNECTORS PEN 00.ANIRGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTARCE OF PROFESSIONAL ENGINEERING LPI' Cro. UR AS,, ngin=,E LS, IDD. " �O ELTgIDOCECd RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS •9 �QF D .FAC . 1.25 FROM KD A9592 .iRCibD]®IO,CA9582� COMPONENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, flit ARSIIYPI 1.1995 SECTION E.. - SPACING - 24. 0". (SPECO92.8-CARTER CONST / SPEC -2 E6 TSG BASE) THIS DWG PREPARED FROM.COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 OF -L J1 :T2 2x4 OF -L #1&Bet.: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. —PDT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W2 2x4 DF -L #1:' CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0,19' �'. DUE TO DEAD LOAD. LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ,I DEFLECTION MEETS L/240.00 LIVE AND L/180,,00 TOTAL'LOAD.--(A)-CONTINUOUS�LATERAL=BRACINGEQUALLY'SP'ACED�ON=MEMBER. ` `N 10-PSF BC LIVE LOAD PER UBC. - c"" N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: irj0 BRACE ALL T',@ 24.00' OC. BC @ 72.00" OC. W5X6(R) S W5X6(R) 44 C F� W5X8 0 T2 e W2.5X4 8 r W ( �V) (A)7 1 8 W1.5X4 is E� o W6X8 a (A) F R O Ate. 5 5 w W3X8 .611-4-0- w W3X8 (F2) o _ " W5X8 8 W1.5X4 Bu 7 t a :T W4X4(A2) Em a- 14-0-0' 7-0-0 14-0-0 I 10 1-12 9-8-4 15-2-0 I E 3'5- -O Over Z Supports R-1152 W-5.5" . R -1242•W-5.5" Q] PLT TYP. Wave TPI -95\R Design Criteria: TPI STD I O O O N C -i H U O • ''WARNING"- _ ALP I N E Alpine CA4 9� Smorik TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO HIR•01 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB] D'ONOFRIO DR.. SUITE 900, NADIL04, WI 53779). 104 SAFETY PRACTICES P0.1ON TO PERFORMING THESE FUNCTIONS. UNLESS OTHIRWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -"IMPORTANT"" 11411511 A COPY OF TN1S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ING]""IED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION IRON IBIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI:.OR FABRICATING. HANDLING, SHIPPING. INSTALLING AN aRACIIS OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIG SPECIFICATION PUBLISREO IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF FOGA ASTM AGS3 0140 GAIT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 04 THIS DESIGN. POSITION CONNECTORS PE0. DRAWINGS 160 A-1. THE SEAL 04 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIGINEERING CDMPOOIIEHTNS IFONYSOLELY FOR THE TRUSS AM I PANTICULMR BUILDING ISOTIETKESPONIBILITY OF THE BUILDINGSHOWN. THE ITY OESIGNER. FIRR THIS ANSIJTPI 1.1095 SECTION:. QW W.ti (� 6 OctO3 2000 •4 * .V� �•!• (.` VIL � TC LL TC DL 1 'S F BC DL I PS:, BC LL O.O PSF TOT. LO. 33.0 PSF ' T g •�Os2+�0 DR�JtCAUM 27 002�160447= C -ANG TAS�B/G SEON - 21354' `• DUR.FAC. 1.25 FROM KD SPACING (S.PEC092.3-CARTER CONST / SPEC -2 E7 STEPBASE) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.18' --r OT CHORD 2x4 OF -L #1 DUE TO DEAD LOAD. WEBS 2x4 DF -L Standard - (A)-CUNTTNUOUS'-LATERAL-BRACING=EOUALL.Y SPACED-UN;MEMBER.. LATES DESIGNED FOR GREEN LUMBER'PER NDS -97 TABLE 7.3.3. " n DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (ADDITIONAL LOADS PER TRUSS FABRICATOR cl;C - 125 LB Conc. Load at 35.00' 10 PSF BC LIVE LOAD PER UBC. , C 70 LB Conc. Load at 35.00 o N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ' zs0 BRACE ALL TC 0 24.00' OC, BC @ 72.00" OC. V16XB(R) 1%, W3X10a W1.5X4 III W5X8(R). P • W3X60 W2.5X4 p -i B r 9-0-0 17-0-0 9-0-0 i8 -1W2 5X4 ®. W5X6 0 . 15-2 0 H 5 W2.5X4 ` �` W1.5X4 IU A W1.5X4 1U 5 (A ,- ) E o W1.5X4 111 A, ' R-1776 W-3.5' CV Ta " N4X4,(FI1 -0 3-4-0 _ AT PLT TYP. Wave 3-8-7 - CAL - C=) w z W, 145X8- re -0 0 W3X10= ( W2. 5X4 Ea -aW4X4 C-!3 4' 4 W2X4 tl INSTITUTE. SBS 0.OROFRIO 011., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO h�]- -q`Y w z-7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED - 0 - 0 p -i 9-0-0 17-0-0 9-0-0 Y 10-1-129-8-4: - 15-2 0 35. 0O 6=Over`"2-Supp` o'r_t I r R-885 W-5.5" R-1776 W-3.5' CV " _ AT PLT TYP. Wave TPI -95\R Desi n Criteria: TPI STD - CAL - C=) WARM I NG-- TRUSSES REQUIRE EITREME CME. IN FABAICATION, .HANDLING• SNIPPING. INSTALLING AND BRACIN. REFER TO 5I5-91 (HANDLING INSTALLING MD BRACING). PUBLISHED BY TPI (TRUSS PLATE W, TC q� S 4' 4 p INSTITUTE. SBS 0.OROFRIO 011., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO h�]- -q`Y �6. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL C=:, N STRUCTURAL PARELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 2141D CEILING. ��Oft.) 10.0 SF DA - 0 d ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIIEERF B C D L 7 0 PSF DR PRODUCTS, INC. SNAIL NDT BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 7 8005 . AU$R 0( ALPINE BUILD THE 70.USSES IN CORFORMANCE YITN TPI; 00. FABRICATING. NAMING. SHIPPING. INSTALLING D BRACING OF TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE P0.0112tONS OF NDS (RATIONAL 0[S N BC LL 0.0 PSF CA -ENG TSB/G E-� SPEC(/ICATIOV IUBIISNED BT TME MERICAB FOREST AA PAPER ASSOCIATION) AND TP(. AI/IH[, C> CONNECTORS AVE MADE OF ZOSA AST" A653 GR40 GALV. STEEL, EICEPT AS VOTED. APPLY CONNECTORS TO 'k Oct O3 2OO TOT.LD. 33.0 PSF SEQN - 46811 TRESPONSIBILITY aP� o,C Products,� EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERINGd? SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. • TOE SUITABILITY AND USE Of TO., MSI/ANTP1T1r1995RSECTIONCtIM BUILDING 19 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PIR CMI. OUR. FAC . 1.2 5 FROM K 0 SPACING 24.0 i /Ft. 5047, j (SP'EC0929-CARTER CONST / SPEC -2 E8 STEP BASE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBHTTTED BY TRUSS MFR. TOP CHORD 2X4 DF -L #1 NEGATIVE REACTIONS (R--185# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS' N 3T CHORD 2x4 DF -L #1 I CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. WEBS 2x4 DF -L Standard t2 (A.). CONT-bNUOUS`L`ATER'AL BRACING$EOUALL.Y. SPACEDtON%MEMBER-.�,.._ -ATES DESIGNED FOR GREEN LUMBER PER NOS -97 -TABLE 7.3.3. a DEFLECTION MEETS L/240.00 LIVE A140.L/180.00-TOTAL LOAD. (ADDITIONAL LOADS PER TRUSS,FABRICATOR - N C'- 125 LB Conc. Load at 35.00 10 PSF BC LIVE LOAD PER UBC. M : - 70 LB Conc. Load at 35.00 tri o i LIEU OF STRUCTURAL PANELS OR RIGID CEILING•USE PURLINS: �-T3 BRACE ALL TC 0 24.00' OC, BC 0 72.00' OC. W5X8 (R) 0 W7X6.0 W3X8 W1.5X410 W3X8 W2.5X4 0 N e A)� 5X4 ®W5X6<- W2. B d W2.5X4 6 11-4-0 W1 a a W1.5X4 Q W1.5X4 01 w W3X6(F1), ® 3-4-0 + 1 8-0-0 a1 w W6X6 375X8 La ) W3X6 0 ' z W4X4(R), M W1.5X4 III W3X6(B1) c W2X4 111 f z 27-10-4 1`6--0 �® .�T 9-0-0 17-0-0 14-0=0 a®�G • 10-1-12 9-8-4 20-2-0 4.0=0-0 Over 3 Supports I R=130 W-5.5' R-2329 W-3.5° • R--185 W-5.5" 1 cli r e �A-c'6--.125"/Ft. PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD CA - 1 - E - --WARNING-- TRUSSES REQUIRE EXTREME CARE IY FABRICATION, HANDLING, SHIPPING, INSTALLING AND C=:) GRACING. REFER TO HIB -91 (HANDLING INSTALLING AUD BRACIHGI. PUMLLSNEO BY TPI (TRUSS PLATE Oyr W y TC LL 16.0 PSF .,&427 - -44328 . C=:) INSTITUTE. 583 O'ONOfR10 DR., SUITE EDD. MAOI SON, Yi 53719), fOR SAFEi1 PRACTICES PRIOR TO p - - PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACMED TC DL 10.0 PSF D # 10102100 �y STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT-' FURNISH A COPY OF THIS DESISM TO THE INSTALLATION CONTRACTOR. ALPINE EtlGiNEERE BC OL 7.0 0 PSF W' SR427 00276046 crj PRO( I.lj INC. SMALL MOT BE RESPOVSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T 58 5 V BUILD THE T.0STES lA CONFORMANCE WITH IP11 OR FABRICATING; RAYDIING, SNIPPIAB, INSTAll14G ALPINE BRACING O! TRUSTE S. TRIS OFSIOV CONFORMS YITN APPLICABLE PROW IS]OMS OF ROS (HATIOVAL DOST 2 BC LL '' 0.0 PSF CA -E TSB/6WH E -i SPECIFICATION PUBLISHED BT THE ANERICAIt FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE V CONNECTORS ARE MADE OF 20CA ASTN'A6S3 GRCD OALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * Ct 03 200 * TOT. LD. L 33.0 PSF ' SEON 46813 EACH FACE Of TRUSS, AND UNLESS OTMERVISE LOCATED ON THIS DESIGN, POSITION COAMICTORS PER DRAMINGS 160 A-1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING %` CAM. OUR. FAC.. 1" 25 FRUM ICD _ AlpineRESPONSIBILITY SOLELY FOA THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 'V d d Products, I' COMPOMENI FOR AIY PARTICULAR BOILDIVG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEA �AF Sommuda, CA AMollPI I-1995 SECTION t. SPACING 24.0" (SPEC0926-CARTER CONST / SPEC -2 - E4 STEP SASE HVAC DRAG ) o TCP CHORD 2x4 OF -L #1 DGT CHOEID 2x4 LF -L 1/I :81 20 DF -L #118et.: WEDS 2x4 OF -L Standard :W4 2x4 OF -L #I: ao 4:13LATES DESIGNED FOR LUMBER PER NDS-97TABLE 7.3.3- A]. *' HE MAXIMUM MORiLONTAL REACTION iS 3204{} ''•'" .-iEFLECTION MEETS 1./240.00 LIVE AND L/180,00 TO)AL LOAD. cc ;b PSF BC LIVE LOAD PER Ilt)C. n z ^r, TRANSFERS 111.00 PIA: ALURG TDP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE C--) IIND:CATE0. O1APRRAGM AND CONNECTIONS ARE. TO BE DESIGNED1".Y ENGINEER OF 6A IR.COMD- «DRAG TRUSS)? �y it, L&E9 OF RIGID SIIEATHING USE t'URLINS TO BRACE ALL TC 0 24.00. OC, ALL 81.: E 0.8.00. OC. .=-c__ TSUSS SUPPORTS 210# HECH !;v)T; S:iPFORTED R'i TC AT 25.e. %8.2; y SUPPORTED 8'( 3 TRUSSES. TRIS DWG PHEPAXED FROM CDHPUTER INPUT (ROARS & nINE!!5II)NS) SUBMITTED BY fRUSS MFR NEGATIVE REAC7ION(.S) OF -267# MAX. (SEE BELOW) REOUIRE S UPLIFT CONNFC11011. ROOF OVERHANG, SUPPGRTS 2.00 PSF SOFFIT LOAD. CALCULA:EO HORIZONTAL DEFLECTION IS 0.43' DUE TO LIVE LOAD AND U.'6" DUE TO DEAD LOAD. j.A.)..CON?EN?IOUS`[A'fEktiL OR:4GTN5`�OL':4L'iY SPACED - ON -MEMBER -RIGHT END VERTICAL HAY NOT BE EXPOiFD TO WIND PRESSURE. 111 LIEU 0v sYRUCTURAL PANELS USE PL'RLIN"s: T9 B?ACE AIA FLAT TC O 24.00"' UC. SHIN ALL. SUPPORTS TO SOLID DEARING. w5X8 N4Xi2 111.5X4 iX "C W2.5X4 /" j ! \� I (A) A, I T ; waxao!�1) W6X8 a ca _ z - wixa(RI Y w5X4 (R) sI tA) LQ 5-0-D 1 C:> W2X4 ill w1.SX4 IA LLJ JIM C::> 10 6,U 14 -S -a a 0 s B� I�-- � T.B�a--A—Uver 2 Sunt.erts� p- r K -236:J-250 5A-5." 693 7+'•S.5 LII c,I TYP. Have TP' -95 _ Desi/un Criteria: TPI(STD) t9 __ _ CAS7,Tr?�>>e `•1815"/f t. _ _ NANxTNO'" IIJSS(S Rt OOlAE EIT11ni RE /R CAtA01IU T1D9, 11ARM 7AG, SM[PF LAC. 113IAllt RE e,0 I•BNAC Mi. ilfL1 l0 NIO•fl (114171.111'. IRSTALLIPA AID ORACIAWi Itis"10 07 TPI JAUNT PLATT. 1.7 ^ II:ISIOTE. SP? 1!•np19:3 Of.. SJl-F 20.%. "WISxA, AI 5!71 O). FM SAFETL 914CrICE; p410A In FEILFOR14114 T-1 SC PPR:T IOu. UALESS OTHCNUIS£ IRn ICATCO, TOP CNDPO WALL RAZE PROPL,LY A11LCU10 �? CZ SINUCTU[H gW.LS. BOTTOn CPDAD WALL P.A1E A PAUPTILI ATrAG:LD Rlrin c(IL:AG. 011\ YPirL'TAN? " FU:O{SN A COP, OF TNI'. CESMR Tp TOC 111 ST11:A1fOtl COA7IFL:OP.. ALPS@E FNSINEERiD r 111 1D i aA :Aon! H': UESILN• A -IT AIL l lFOUu[T S- TAC. SMArI 90 OC iLf901SI/l1 FOR AAY U!t lA E 1 . •POUR T1E TRUSSES IR C0A10RnA1E1. PITH TF1: OR FANIECAIING• NAR911M6, SUIPF (10, FUSpll llu'. ASD �-' �-7//A L 1') T �I ` �--� r 8[•El.. OF TRUMS. THIS u[SIGI CUNrO.RMS Yl'H CPPLICI9L£ p40US10AS Jr ADS (RAri ORAL DCS'iGN F' _� ii i i ,T —� S•'(C I: iL4Fl0R Puli:SALO NT In ANCRIC.IN F01Fcl AND PAPC+ ASSOCLRi -9) :AO r:.(. Al.P ill. e � i (oaEL;-,RS .VE ,ADE OI :SC[ wily est; !!AD SAIF, STELL, Ef[:pl AS 10Tr 0. A!Pl7 COAAEGTORS 70 i I. TACE •T Ta"S. All of SS JINEANSSC LO•:Al(n ON THIS ac%IOa. PJS!f:ON al9litr TORI etR SEAL OR THIS DNAAIRO j..ICATLS ACCCPIARCE OF MOM IONAt ERT.1/f IA tAL RItroA5101a TY SOT'.:.T r01 INE (.IGS cowaliCRl OES131 3501•x. TA? Tim. ,Il1(Y Aa uA or nil: F-.-. I ,M _-nw I_Reslei iOd PTodlleTs. IRs. Cpw; :aELI FOR Ait F.e[T: UI.0 Bc1IDlNO l3 Te: ACS!OASINiiI CI 0: 1n[ Otl QUENO UFtI STEN, F"m <:i I SXr+erfu,CA9SX2N ARLt/IV! 3.2995 s(cnvN _ 0 TC LL 16.0\>�� 'I'C DL 8C UL 7.0 Ac LL 0.0'x, n33.0 4t JDUR.FAC. 1.25 SPA"ING l4.0' ic"F R4_27--58884 TE 10/18/00 ,kw r.AU5R422 00292030 A iNG GTP/CWC 48020. FROM KD -- PEC0920-CARTER CONST / SPEC -2 E10 MONO HIPSET 8' SB) THIS DWG PREPARED FROM COHPUTER INPUT .(LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x6 DF -L,#2 :T1 2x4 DF -L #1: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. <r0T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W10 2x4 DF -L #l:(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON -MEMBER. _ ,LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION. MEETS L/240.00 LIVE AND 1/180.00 TOTAL LOAD. I10 PSF BC LIVE LOAD PER UBC. _ #1 HIP SUPPORTS 8- 0- 0 JACKS WITH NO WEBS. -CORNER SETS ARE + N CONVENTIONALLY FRAMED. SSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF L-RUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT BUILDING DESIGNER IS RESPONSIBLE FOR, CONVENTIONAL FRAMING. o C. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS zhNO DIAGONALLY BRACE PER HIO -91 13.2.1(FIG.33). OR DWG. BRCALHIP0699. IN LIEU OF STRUCTURAL PANELS OR'RIGID CEILING USE PURLINS: SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. TO BRACE ALL TC @ 24.00" OC. BC @ 72.00. OC. W4X4g W4X42 W7X6 (R) 4 WSu - W2.5X4 a W5X4 (R)A11 W5XB - er c� T1 ( (A) (A) 1 5-4-4 a 3-8-7 H10 w _ -0-0 zW7X3 - W3X4 ® HS2512 a W5X8 ' ca W4X4.11 W3X411 z W3X6 = W1� 6 -DJ I_ 3-0-0 _L 25-0-0 28 O=OOver 2 Suppor-ts �I I R-2784 W-5.5"'� - ¢ R=2629�i1 c:"' PLT TYP: High Stren th Wave TPI -95\R Design Criteria: TPI STD CA - 1 - E - y �Qaj 11,4.,25° Ft. 'YARNING TRUSSES REQUIRE 117REME CARE IN FAR2TCATIO/, HANDLING, SHIPPING.. INSTALLING AND O "WARNING" If ER TO NIB -91 (IAADLING INSTALLING AND GRACING). PUBLISHED BY TPI (TRUSS PLATE C1,D W, A. TC LL 16.0 P SF �• REF R4 -;44331 C� IN STITOTE, 593 O'OMOP0.I* 00... SUITE 100, HA01501. YI 11119). FOR SAFETY PRACTICES PRIOR TO C=) P(R/OIWIN6 THESE FUNCTIOti. tYl[SS 07HERVISE INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACHED TC DL 10.0 PSF DA;TE 1 102100 N STRUCTURAL PANELS. BOTTOM C1DID SHALL HAVE A PROPERLY ATTACHED 91610 CEILING. •`IMPORTANT`• FURNISH A COPY OF THIS OESI6I TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF D ,G�I CA SR4 a 0276049 M PRODUCTS. INC. SHALL 101 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGI; ANY FATLURE TO (�° a BUILD THE TRUSSES I1 CONFOAMANCE PITH TPI: OR FABRICATING, HANDLING. SNIPPIND. INSTALLING AN ALPINE B9ACIR6 OF TRUSSES. TN1S DESIBt CONFORMS WITH APPLICABLE PROVISIONS Of IDS (RATIONAL Of 16 I�9 BC LL 0.0 PSF CA ENG. SB/GWH H SPECIFICATION PUBLISHED BI THE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TPI. ALPINE Oct O3 2000 V CONNECTORS ARE MADE OF TOGA ASTM A653 0240 GAIN. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS 70 * * TOT. LD. 33.0 PSF SEON - 46'831 O EACH FACE OF TRUSS. AND UNLESS OTNERNISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER AS), CNIL ' DRAWINGS 160 A -l. 101 SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR. FAC . 1.25 FROM K D• �F,,IIIC Products �C_ '0. 11 ILITY SOLELY FOR THE TRUSS COMPONENT D(SIGI SHOWN. THE SUITANILITY AND USE OF THIS Alpine, CA 95829 • ARGI]TPIT11&' S[CTIONCTLAR BUILDING IS THE RESPONSIBILITY Of THE BUILDII6 DESIGNER• PER QFr•p1.1 SPACING SEE ABOVE ' (SPE60926-CARTER CONST / SPEC -2 : E10A HIPSET 12' SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. NOT CHORD 2x4 DF -L #1 . WEBS 2x4 DF -L Standard C!! �(A)�GON-T-I-NUOUS_LA7ERAL=BRACING-SQUALL--Y=SPACED=ON=MEMBfR:� ~ LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7:3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I10 PSF BC LIVE LOAD PER UBC. y • BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. CV L 'SE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF IN LIEU-OF.STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: "' RUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT 'TO BRACEeALL TC @ 24.00' OC, BC @ 72.00' OC. o C. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS z ND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. 4 SUPPORT HIP RAFTER WITH CRIPPLES AT 5-- 7-14 OC. ' W2.5X4 0 W2.5X4 W2.5X4 s W3X8 mm ` 8 r W5X4(R) 4, y W3X6'-P (A)N �� +• F A a _ 5-0-7 . 3-8-7 A w 8-0: x W2X4 A WHIG o W2.5X4 Q W1.5X4 UI, W3X10 s W2X4 Ip r ' w , W3X4 im r „ • t 7-0-0 I_ .16-0-0 _I_ ..5-0-0- _I - 2870=0¢Ov'er 2"Supports r I R-1475 N-5.5' �65r#i .5" e/ c' PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA Scale -.25" Ft. --WARNING-- TRUSSES NEOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLIYG AND O BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND 8AACIN6). PUBLISHED BY TPI (TRUSS PLATE pt•D W, y TC. LL 6. REF R427- -44330 C� IIfTITOTE, SB3 O'ONOFAIO 04., SUITE 300, HAOISON, YT 53)I9), f00. SAFITT PRACTICES PRIOR TO (=�PE4f0RNIAG THESE FUNCTIONS. ONLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 0 .0 - T E 10102100 N SIAUtTNRAI PANELS, BOTTOM CHORD SHALL HAVE A P401E4LT ATTACHED RIGID CEILING. � •`IMPORTANT"` FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6INCCRF BC DL - V •PS ;1d CAUSR427 00276048 C- PRODUCTS. INC. SHALL NOT 0E RESPONS18LE. FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE BUILD THF TRUSSES IN CONFORMANCE WITH TPTI OR FABRICATING, HANDLING• SM1PPIRO• IRSTALLING 0 0.20 2 BC~LL 0.0 P FAM NG TSB/GWH A L F I NE ORAIIS Of TRUSSES. THIS DESIGN CON/ORMS N1Ttl A"LICABLC PROVISIONS 0/ NOS (RATIOOAL DES PiPCC(FICATION ►U0L13HED BI THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINECONI[CTDRS AAE MADE OF 20GA AfTM A65S GRAD GALV. STEIN. EXCEPT AS NOT tD. APPIT CONHECi0R2 TO # Oct 03 2000 * TOT. LD. 33.0 TSF- 46879 EAtY FACE Of TRUSS, AND UILESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS DAAVIOSS 16D A -I. THE SEAL OY THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING /' CIVI1. DUR..FAC.; 1.2,5 . FR " KD ` ��LN,,,, ,,,,,�,L RESPONf IBIl1TY SOLELY FOA THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ^�Y� F.aBIDE'eced Plodlxts, CONPOIfOT FOR ART PARI ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OF Sau*rmta,CA95828 ANSIJ", 1•IN.S SECTION 2. SPACING 24.0" (SLOE C092'a-CARTER CONST / SPEC-2 H1 HAT) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 20 DF-L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. �)T CHORD 20 DF-L #1 ' WEBS 2x4 DF-L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE N TC @ 24.00' OC, BC @ 72.00' OC. _ATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE_ 7.3.3. iDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N L17 LA7 O z W4X4la A• B� -1B ar m 11-4-0 , w W1.5X4 III z W2X4(A1) = W2X4(A1) w 0-2-13 0 2-13 Z ra • S.A - f'- 3-3-3 _I_ 3-3-3 —6-6-6 Over 2 Supports R-229 W-3.5"SZ�0 R-229 W-3.5' ` PLT TYP. Wave TPI-95 R Design Criteria: TPI STD C A44 1'/': )&'Aj4 4 1e -.375' Ft. I "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATIOR, NANDLING. SHIPPING. INSTALLING AND O "BRACING. REFER TO NIB•9l (HANDLING INSTALLING ARD BRACING), PUBLISHED Of TPI (TRUSS FLATE 0%-D W.H TC LL'TO ..0 S jR427- -44332 O IRSTITOTE, 583 O'ONOFAIO DR., SUITE 200• MADISON. MI ,.58)19), FDA SAFETY PRACTICES PRIOR TO O PERFORNINO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� TC 'DL , O F 10102100 N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ���VVV --IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE IOSTALLA71OM CONTRACTOR. ALPINE ENGINEERED BC DL 7.O .PSF D 27 1102760SO CT7 PRODUCTS, INC. SMALL NOT BE. RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE NLTM TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING ARD o-PbO2 8C LL 0.0 PSF GK--ENG-TSB A L P I H E :RACING OF TRUSSES. THIS DESIGN CONFORMS MITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN64 0-20,02 / GWH V .SPECT/KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TPI. ALPINE Oct OS 2000 CONNECTORS ARE MADE OF FOGA ASTM A653 6840 BALI. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS T0, * * TOT. LO. .33.0 PSF SEON 446886 EACH FACE OF TRU33. AND UNLESS OTHERMISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER - ,p DRAWINGS 160 A•2: Ttl[ SEAL ON TM13 :RAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIRE[R]A6 �/` CN1L ,QP ,DUR.FAC. 1.25 - FROM KO e1,,,,,��En tO.� a' RESPONSIBILITY SOLELY ►OR THE TRUSS COMPONENT DESIGN SHOWN. 7NE SOITMILt TT MD USE Of TMIS N 3iQ�IC4md 958283• COMPONENT FOR All PARTICULAR BUILDING 1S THE RESPONSIBILITY Of TN[ BUILDING DESIGNER, PER �CA=•I SPACING 24.0" ANSIIT►1 1.1995 SECTION Z. , • (S.PEC0928-CARTER CONST / SPEC -2 - H2 HIP HAT) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. d')T'CHORD CV 2x4 DF -L #1 \_ WEBS 20 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180_.00 TOTAL'LOAD. CV - .ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIV RAFTER. SUPPORT EXTENSIONS r� EVERY 1.50 FT -TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. OC WITH 2-16d NAILS AND DIAGONALLY BRACE'PER HIB -91 13.2.1(F1G.33), OR c�I - DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 1. 7 OC. Ir V LIEU OF STRUCTURAL PANELS OR RIGID' CEILING USE PURLINS: Er') BRACE ALL TC @ 24.00. OC. BC @ 72.00. OC. C=; F W4X6 (R) ® • c—D W2.5X4 0 aBf7- -lB w a " w . 11-4-0 z W3X46a W1.5X4 01 cs W2X4(Al) 5s W2X4('Al) in z w r -a 0-213 0-2-13 1-9-3 _I_ 3-0-0 _I, 1-9-3 —6-6-6 Over 2 Support's—� I R-210 W-3.5" R=210 W=3.5" A� i® c' PLT TYP. Wave TPI -95\R Design Criteria: TPI STO CA - 1 - E 4- '(Scale =.375" Ft.- O •'YARNING•• TRUSSES REQUIRE EITREME CME IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. REFEI TO HIB•B1 (HANDLING INSTALLING AND BRACING). POBIISMED BY TDI (TRUSS PLATE 0%,DW, ti �" TC LL - 16 .'0 PSF R427--44333 O O N INSTIE. SNI O'OIOFAIO DR., SUITE 200. MADISON. NI 53)10). FOR SAFETY PRACTICES PRIOR TO INSTITUTE. PfRfoIMING itlESE FUNCTIONS UMlESS OitlEAY1S[ INDICATED, TOD Ctl00.0 SHAH HAVE PAOPf0.lY ATTACN[D 5TRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O - TC DL 10.0 P'Sf ` Dp'•TE 10/02/00 -*IMPORTANT** FORNISM A COPY Of THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE EN61 EEAEO 8C DL 7.0 PSF CAU SR42% 00276051 Ch PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY- fAIIURE T ,QRW BUILD THE TRUSSES IN CONFORMANCE WITH III; OR FABRICATING, NAIOLING. SNIPPING, INSTALLING AN ►A01[SIONS Of YDS OESI BC LL 0.0 PSF ''IA ' -ENG TSB/GWH E-' _ ALPINE 6AACIRG Of Tl.5SE1. .. DESIGA CONFOIMS YITN APPIICARIE (NATIOIAI SPECIFICATION ►GNLIfM[1) BY TME AMERICAN FOR ST AND PAPER ASSOCIATION) AND TPI. ALPINE CONN EFACE SOF AREOf 206A iOTHERWISE H A653 / 0 6ALl. AS NOTED. APPLY IPE;ORf TO EDESIGN. f t D3 2UD R TOT. LD. 33.0 PSF $EQN = 46888 C= EACH AND UNLESS LOCATED OM THIS POSITION CONNECTORSXCEPT DRANIYGS 160 A•T. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIIEEIING s? CIV11- P DUR.FAC.. 1.25 FROM KD �V,, �P RESPONSIBILITY SOLELY F011 THE TRUSS COMPONENT DESIGN SHOWN: THE SUITABILITY AND USE OF THIS BUILDING IS THE RESPONSIBILITY OF INE BUILDING DESIGNER. PER '9 -C! �:./LLIW `" CA 95829 1Tl!II,AISECi7DN 2uR SPACING 24.0° EC0920-CARTER CONST / SPEC -2 H2 HAT) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. <r )T CHORD 2x4 DF -L #1 WEBS.2x4 DF -L, Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE N TC @ 24.00° OC, BC @ 72.00"OC. ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 1.3.3. a» DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. X10 PSF BC LIVE LOAD PER'UBC. N C"') F - Lr) W4X4 \-41 W1.5X4 ® W1.5X4 o 9 e Q W Lx _. 11-4-0' w . W3X8 z W2X4(Al) s W2X4(A1) o. 04 0-2-13 0-2-13 Q W Lx _. 11-4-0' w . W3X8 z W2X4(Al) s W2X4(A1) o. 0-2-13 0-2-13 B-3-3 8-3-3 ,I" Over 2 Supports I16-6-6 R-559 W-3.5" C� R-559 W-3.5' 40 • I PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - E l�CaIe � O - - "WARNING**TRUSSES REOUIRC EITREME CARE IN FABRICATION, HAIOLIY6, SNIPPING, tVSTAIIIYD AND •BRACING. REfER TO HI 91 INAIDLIIG INSTALLING. AND BRACIB6I. PUBl3SHED BY TPI (TRUSS PLATE �.D-W, TC L L 1 6 . 0 PSF R Ef,-4 O O T INSTITOTE, $OI D'ONOF0.10 DO., SUITE 200. MADISON, YI SSIIP). FOR "FIT' PRACTICES PRIOR TO ' PE0.f00.N1N0 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAH dME PROPERLY ATTACHED TC D L ' 10.0 PS F CV - STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT" FURNISH A COPY OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE EN6INEEBfD BC DL 7.0 PSF D RiJP c sR' M P0.ODDCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OISIGN; ANY FAILURL T O 6 ' ALPINE B011D I. TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. MANGLING, SNIPPING. INSTALLING A BRACING Of TRUSSES. THIS DESIGN COLIFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DES[ BC LL O.O PSF CA ENG"T E--' U "ICIFICATION PUBLISHED BY TIE AMERICAN FOREST AND PAPER ASSOCIATIOB) AND TPI. ALPINE COINECTORS ARE RDE OF 20BA ASTIL AA53 6840 GALE. STEEL. EXCEPT AS NOTED. APPLY CONIECTORS TO * Oct 03 20 .k TOT. LD, 33,0 PSF SEQN - 4 ��EE,,,, ' "'Y� - qq��,,,,,,,,,,,��,,L� ""8"""""' �'�, '" EACH FACE OF TRUSS. AND.UBLESS OTHERWISE LOCATED 01 TITS DESIGN. POSITION CONNECTORS PER- DNAYIN63 160 A•I. iNF SEAL ON 7H[S DIIAYINB INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEENIN6 BESPONSINIL ITA SOLELY FON iM[ TRUSS COMPONENT DESIGI $NOUN. TME SUITABILITY AHO USE OF THIS FOR �' Cryl{- ,�P' DUR: FAC. 1.25 FROM - KD SecrmneaW CA 95929 CONPOITYT ANY PARTICUTAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEN- ANSI(nl 1•IBI5 SECTION :. SPACING 24.0" Ft. 4334 r X1,(00 1276052 (SPEC0928-CARTER CONST / SPEC -2 - H3 HAT) ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. A TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. d" OT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard IN LIEU OF .STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 c�A N - - 24.00" OC.. BC 0 72.00. OC._ . .. . LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. _ o. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. i10,PSF BC LIVE LOAD PER UBC. N OR PIGGYBACK DETAILS REFER TO DRAWING PIGBACKA0699. L.c'� - z ' W4X48 W1.5X4 4%, W1.5X4 0 H 8 r 8 v , A A O w • 11-4-0 W3XB x W2X4(A1) . W2X4(Al) a z w . 0-2-11 0.2-13 �— 7-0-3' 7-0-3 _I_ _I . I 14-0-6 Over 2 Supports R-476 W-3.5•, R-476 W-3.5"Alftk rn PLT TYP. Wave TPI -95\R Design Criteria: TPI STD - 1 Scale —.375'/Ft. O --WARNING •• TRUSSES REQUIRE EITRIM[ CARE 19 FABRICATION, HAIKING, SHIPPING, INSTALLING AND BRACING. REFER TO HID -91 (HARDLIVG INSTALLING ARD BRACIM6), PUBLISHEO BT TPI .(TRUSS PLATE �,O W 4, TC L L 1 6 . F R427--44335 O - C� INSTITUTE, 503 D'OROFAID ON.. SUITE 200, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED R� TC DL P 10102100 ' N STRUCTURAL PANELS, BOTTOM CHORD SR►LL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FURNSSN A COPY Of THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODICTS. INC. SMALL NOT BE RES►OISIBL[ FOA ANT ,DEVIATION FROM THIS OISIGN: ANY FAILURE TO BC DL 1.0 "� (p1U R/27 00276053 .. BUILD iNE TRUSSES IN C0IIORMAICE YITM TPI. OR 1 '1 GATING, HANDLING, SNIPPING. INSTALLING AN :RAC 6 Of TRUSSES. THIS DESIGN CONFORMS NITM APPLICABLE PROVIS302S Of RDS (NATIONAL DESI6 _ BC LL 0.0 C TSB / GW H - ALPINE _ JO SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COIIECTORS ARE MADE Of 206A ASTM AM GR40 GALV. STEEL, EECEPT AS NOTED. APPLY CONNECTORS TO *' Oct 03 2000 t TOT. LD.. 33.0 PSFE 9.15 EACI FACE OF TRUSS, AND UNLESS OTH[RMISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAYIR6S 160 A•2. THE SEAL 01 THIS DRAYIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C�� '9 - DUN 1.2 5 ._ FROM' KD" RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU17ABILITY AND USE OF THIS FOR AIT PAATICULAI BUILDING THE �cr .FAC .; Sasamento CA 95828 COMPONENT IS RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TP! 1.1995 SECTION 2. SPACING 24.00 (S:EN`WCARTER CONST / SPEC -2'- H3A HAT 2' SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORO.2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. N )T CHORD 2x4 DF -L #1 \ WEBS 20 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS " N /ERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00" - - ,M: WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR 'r'IG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL TC 0 24.00' OC, BC 0 72.00" OC. W2.5X4 0 W2. 5X4 cl�- A . W3X8 a W3X4 as_ - EP - W aTs3 t - 4 11-4-0 y - W _ W3X4 W1.54 nl W3X4 ia ' z z W2X4(A1) g W2X.4(A1) Ea , w 0-2-13 0-213 L ' 10-6-0 �" � . Q vo� ' I 14-0-6.Over 2 Supports R-501 W-3.5' = ' R-501 W-3.5" - Q3 'PLT TYP. Wave TPI -95 R Design Criteria- TPI I STD CA = 1 - -�pEt ®.375" Ft: �_ _ -'YARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AYD BAACIRS. REFER TO AID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q�.D W N� ,7 TC LL 16.0 �P - R+EF - X4027--44336 . •n C=:1PERFORMING INSTITUTE, SBS 0 OROFRID DR.. SUITE 200. MADISON, HI S3719), FOR SAFETY PRACTICES PRIOR TO THESE FUNCTIONS, UNLESS OTHERWISE IHDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHE. T C DL 10.0 PSF e DAT O 10102100 _ N STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-' FURNISH A COPY OF 7111S OES16N TO THE INSTALLATION CONTRACTOR. ALPINE EN6INEEIED BC DL 7.0PSF'�'`DRW _ �QAIf57t427 00276054 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION F10M THIS DESIGN; ANY FAILURE i0 6 . BUILD THE TRUSSES IR CONFORMANCE WITH TPI; OR FABRICATING, HANOI U6, SUIPPINO. INSTALLING AN ONACUB 0/ TRUSS[S. THIS DE516N CONFORMS WITH APPLICABLE /10/1SION5 OF tlD5 DESI6 BC LL 0.0 PSF Cid'-ENG TSB/GWH ALPINE (NATIONAL U - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIOY) AND TPI. ALPINE CONNECTORS ARE MADE OF SOGA ASIM A653 6110 GALV, STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO - �' Ct 03 200 ,t TOT. LD. 33.0 PSF SEQN - 46917 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED OB THIS DISIIN, POSITIOH.CONNECTORS PER ORAYII6S 160 A- . THE SEAL OH TH1. DRAYIAB INDICATES ACCEPTANC[ OF PROFESSIONAL IY6lllt ERIR6 s, V CIVIL OUR. Alpine EMBmoaXxl�Prodoc(G,IDc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TN( BUILDING DESIGNER, PER '4 �OPT`A1j1 FAC. 1.25 FROM KO SaaBmmtD. 95828 ANS,I•I99B s(cnon 2. SPACING 24.0" Wind Loads P = Ce Cq q I where Exposure B I Ce = 0.62 @ 15 feet Cq ='03 in/. 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof 1=1 0.72 @ 25. feet 0.8 in windward wall 0.76 @,30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R . Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot .< Friction = 0.35 Lateral bearing = 250 pof/4 UUTTE C:UUN I'Y WILDING DEPARTMEMIT ..Pp' .�' Page MICHAEL MOONEY CIVII. ENGINEER RCE 20647 Job Number 00-09-124 Job Name Spec 2/Chris Carter Const. . Date 10/12/2000 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf./ 16 psf. Wall Stucco' 10.0 ,•P.lywood 1.5 Fiaming 1.5 1/2 gyp 2.5 Insulation 1.0 .16 psf. e Floor Slab 50.0 40.0 Wind Loads P = Ce Cq q I where Exposure B I Ce = 0.62 @ 15 feet Cq ='03 in/. 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof 1=1 0.72 @ 25. feet 0.8 in windward wall 0.76 @,30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R . Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot .< Friction = 0.35 Lateral bearing = 250 pof/4 UUTTE C:UUN I'Y WILDING DEPARTMEMIT ..Pp' .�' Page r! is I V G I I ( \ 4 4 NNN N7" CID I CID N I I II uu v I E 10'. I s sa I I E l O R — II E9 H3 v- ol II I . I OSSA (n)AIco ® � -� I I E8 co H2 E7 Lei n — _ EG � _ I �jj 1-I I I H1 — S l Eq E3 HIR - �, E2 I 8 SB °I • � B � Q Y I�Inn'fI .� II 6' SB I N D1 – o r; LkV_l�� hl�t5LS-UGC L� �. �C 1.1 X 12- ICS 2Gq 0,0 tAl2 2.54 . Opp a1�12..F11�LlJG 1 1 � 0--cfs Craw c� TS �, Ua- W Ld V, I(<- - 1, 10 vUjiafo -��/Z lJ19D �f t vt. 6_aeUOJJ .� �� 2j.LDK D . I R5 Ili _ 0— ass, TZ) a Ai, n _ C� C- � ill (/%�2 2`l�fZ'4 �U Q 6 2 A + LLD [All�.- 44 �1 -'v v �- L - J U /V ` L `"1� I \ 1.G� �� 0,7(=, LYS tick Col Yt V610-11- 0 D ��i L`��Lr 1 �9L�7a - U1�2 �L•�� 1 �.. .L� �� , � r�� ` ���°�. `� � �.���L ��r��f. ��� '` c LA A `4- 0A mss. �2 4,4' 4lot - ._r��40 1:LILV.Ije. t��Lql ti U20 44 0,,QW4—, I csv, Fig. �xQU yj2- I s � % � � �fi0 ��� f «2 6 21- �-G, ig r-- cl 4f X 7T22 6-Q 40� c v C5. 4 l ra — `N oC 0,(4-Z.4 V– .0 Zci c, _.U1 O, b Z -57/d-cl Max1 217 tLc l� 1�2es�S� z C Q1�2GU�2�uG 1 �'�2 M3 o cS:k-A--- CD. l' -202-7 �� -- PLAN REVIEW RESPONSE FORM lti'order to cxTedite the review of your plans, please complete the following information and return this form with your re-submit.W. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a val, response to every item requested in our plan correction letter. "By others" is not considered a valid response, please indicate yo1. response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURA61fV%TH RRJEVISED AND pig• OWNERS NAME DATE: ohv,cs 0*ai-eyz7 ASSESSORS PARCEL NUMBER l E PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: [ole I2Wo VWL o VLW, -, PLAN CHECK ITEM # 0 RESPO�N/S,E�BY: LOCATION ON PLANS/CALCS: COMMENTS: ot.N� - 020647 COMMENTS: N4 PLAN CHECK ITEM # RESPONSE BY: \A& , LOCATION ON PLANS/CALCS: -1 COMMENTS: -t vSASM E-- ot.N� PLAN CHECK ITEM # PLAN RESPONSE BY: ''��•• VVI, L ukoj) ' LOCATION ON PLANS/CALCS: r COMMENTS: ot.N� C i s UJrLefi�P l,r� E �— NUL t-c_ot,#kl(— UJ i LC— 020647 PLAN CHECK ITEM # M COMMENTS: 'ONSE BY: ION ON PLANS/CALCS: I I 7�c1 PLAN CHECK ITEM # RESPONSE BY: LOCATION CALCS. F2 020647 COMMENTS: N4 'r'`�� MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROV I LLE, CA 95966 530-533-2131 TIMBER JOIST & RAFTER DESIG Date: 10/31/00 Page:.; --.--.-- DESIGN DATA ---..-.,.- -_ 1 ---- 2 --.-. Timber Section 012 6X12 ....Depth in : 11.25 11.50 ....Width in : 3.50 5.50 Le: Unsupp ft : 2.00• 2.00 Fb- Allow psi 875.00 875.00 Fv- Allow psi 95.00 85.00 Elastic Mod. ksi 1600.00 1600.00 Load Duration Factor 1.25 1.25. Stress Ratio ->> : 1.09 0.73 -------.-- CENTER SPAN ------ No Good! -OK- Span Length ft : 9.33 9.33 Partial Length'DL plf 45.00 45.00 LL plf 48.00 48.00 , X -Left ft 0.00 0.00 X -Right ft 4.17 4.17 Point DL # ; 995.00 995.00 LL # 936.00 936.00 X -Dist ft 4.17 4.17 Point DL # 995.00 995.00 LL # 936.00 936.00 X -Dist ft : 6.17 6.17 Point DL # 446.00 446.00 LL # 420.00 420.00 X -Dist ft 8.17 8.17 _....__ RESULTS Mmax @ Cntr k -in 96.87 96.87 X -Dist ft 4.17 4.17 ------ REACTIONS ---- Left: Dead Dead Load # 1088.45 1088.45 Live Load # 1042.32 1042.32 Right: Dead Load # 1535.20 1535.20 Live Load # :. 1449.84 1449.84 ------- STRESSES -___ No Good! -oK- Fb.. Allow 'psi 1203.1 1093.8 Fb.. Actual psi 1312.1 799.0 Fv.. All'ow psi 118.75 106.25 Fv.. Actual psi 113.72 70.79 ----_--. DEFLECTIONS --- Center... Dead Load in : -0.093 -0.055 X -Dist ft 4.79 4.79 DL Ratio 1207 2026 Live Load in -0.088 -0.052 X -Dist ft : 4.79 4.79 LL Ratio 1274 2138 Total Deft in : -0.181 =0.108. X -Dist ft 4.79 4.79 Ratio 620 1040 n m Cf') 0 m 1N I H3 E8 H2 E7 Hl E6 ES IVA I i •II..........�/11 rulIS 11 1 H 'I Ov ;en d 6LY14-- AT91 LC L)J, 1012,fib r 10 .. 1. ( ems- `,s . �1 -7 muss r-31, (zca�cr P: 3 2 Vlr�--22.(-- A 4 n CERTIFICATE OF'COMPLIANCE:-RESIDENTIAL Page 1 CF -1R ---------- Project Title.......... CHRIS CARTER, Date..10/04/00 20:24:46 Project Address......... CASTLE CREEK SUED. *******----__________________ OROVILLE,. CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building. Permit # Endeavor Homes P.O. Box 1947 ' Plan Check / Date Oroville, CA 95965 " 530-534-0300 Field Check/ Date ..Climate Zone.. 11 ----------------------- -Compliance -------------------=-Compliance Method...... MICROPAS5 v5.'10'for 1998 Standards by Enercomp, Inc. -----------_________________________________________________________________ MICROPAS5 v5.10 File-CARTER2 Wth-CTZ11S92 Program -FORM CF -1R I' User#-MP1829 User-Endeavor.Homes_ Run -CARTER - ----------------------------- --------- ------------------ GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2693 sf Building Type......... ... .Single Family Detached .Construction Type ......... New Building Front.Orieritation.' Front Facing 30 deg (NE) Number of Dwelling Units...- 1 Number of Stories... 1 Floor Construction Type,,... Slab On Grade- Glazing radeGlazing Percentage......:.. 16.5 o•of floor area Average Glazing -value..,.. 0.43 Btu/hr-sf-F Average Glazing SHGC..... 0.44 Average Ceiling Height.,..,_'. 10.8 ft BUILDING SHELL INSULATION -- - - - - - - - - - - ---- -- - - -- Cavity Sheathing Total' Assembly R -value R -value R -value U --value Location/Comments ---------- ------------- -------_----------------- R-17.8 R-0 R--17.8 0.064 R-30 R-0 R-30 0.038 ATTIC R-0 R-0 F2=0.760' TO OUTSIDE R-0 R-0 F2=0.510 TO PORCH,' TO GARAGE. R-0 R-n/a R-0 0.330 FRONT DOOR; TO GARAGE FENESTRATION A . -------------- Orientation r Over - 'Component Frame Type ------------ Type Wall ------- Wood Roof , Wood SlabEdge n/a SlabEdge n/a Door n/a BUILDING SHELL INSULATION -- - - - - - - - - - - ---- -- - - -- Cavity Sheathing Total' Assembly R -value R -value R -value U --value Location/Comments ---------- ------------- -------_----------------- R-17.8 R-0 R--17.8 0.064 R-30 R-0 R-30 0.038 ATTIC R-0 R-0 F2=0.760' TO OUTSIDE R-0 R-0 F2=0.510 TO PORCH,' TO GARAGE. R-0 R-n/a R-0 0.330 FRONT DOOR; TO GARAGE FENESTRATION A . -------------- Orientation r Over - J_ea (sf) U- Value' SHGC Interior. Shading Window Front (NE) 15.0 0.510 0.650 Standard Window Front (NE) 30.0 0.510, 0.650 Standard Window Front (NE) 12.0 0'.490 0.670 Standard Window Front (NE) 5.0 0.490 0.670 Standard Window Front (NE) 5.0 0.490 0.670 Standard " Window Front (NE) 12.0 0.490 ,0.670 Standard Window Front (NE) 25.0 0.510 0.650 -Standard Window Front (NE) 10.0., 0.490 0.670 Standard Window Front (NE) 16.0;'0.510•- 0.650 Standard Over - Exterior hang/ Shading Fins Standard None Standard None Standard Yes Standard None. Standard None Standard Yes Standard None. Standard. None Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R ______________________ ________________________________________ Project'Title.......... CHRIS CARTER Date..10/04/.00 20_:24:46 MICROPASS v5 10 File-CARTER2 Wth-CTZ11S9.2 Program -FORM CF -1R User#-MP1829; User -Endeavor Homes Run -CARTER I / FENESTRATION. ------------ Over- Area~ U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window -Left (SE) 16.0 0.400 •0.350 Standard ---------------- Standard ----- Yes Window Left (SE) 4.,0, 0.400.:0.350 Standard Standard- Yes' Window Left (SE) 10.0. 0.400 10.350 Standard,_ Standard Yes ' Window Back (SW) 16:0. 0.400 •0:350 Standard Standard None Window Back (SW) 17.-5 0.400 0.350 Standard' Standard None Window Back (SW) 10.'0' 0.370 0.350 Standard. Standard Yes Window Back (.SW) '25.0 0.400 0:350 Standard Standard' Yes .,Window Back (SW) 24.0. 0.400 0.350 Standard Standard Yes Door Back (SW') 40.0 0.400 '0.350 Standard Standard Yes . Window Back (SW) 24.0 0:400 0.350 Standard 'Standard.,` Yes Window Back (SW) 8.0 0•.370 0.350 Standard Standard ..Yes Window Back AM. 12.0 0.370 .0.350 Standard Standard Yes Window Back. .(SW) 8.0, 0.3.70 0.350 Standard Standard Yes Door Back (SW)- -40.0. 0.400 '0'.350 Standard Standard Yes . Window Back (SW) 12.0, 0.370 0.350 Standard'* Standard Yes Window. Right' (NW) 15.0 0.400 0.350 Standard Standard None Window Right (NW) 6:0 0.370 0.350 Standard Standard Yes Window Right (NW) 6.0: 0.490 0.670 Standard" Standard Yes Window Left (S) 10.0 ^0.370 0.350'Standard Standard None ,Window Back '(W) 10.0 .0A70'.0'.350 Standard Standard Yes SLAB SURFACES ------------- -Area Slab Type , (sf) Standard Slab 2693 HVAC SYSTEMS Minimum ------------ Duct- Duct }..Tested Duct ACCA Thermostat ,Equipment Type. Efficiency,, Location R -value ------ -------------- Leakage Manual .D Type -Furnace 0.800.AFUE Attic ------Furnace R-4.2, No No Setback ACSp1it 10..00 SEER Attic. R-4.2. No No .Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL ��'�' .. Page 3 CF -1R -------- Project ---Project Title.....'..... CHRIS CARTER _Date..10/.04%00 20:24:46 MICROPAS5 v5.10 File-CARTER2_ I Wth-CTZ11S92 Program -FORM CF -1R, User#-MP1829 User -Endeavor Homes Run -CARTER WATER HEATING SYSTEMS Number 'Tank External An Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value -------- ------ ---------- Water Heater to meet minimum,CEC.Standards REMARKS' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title. ........ CHRIS.CARTER' Date..10/04/00 20:24:46 I MICROPAS5 v5.10 File-CARTER2, Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829. User -Endeavor Homes Run -CARTER COMPLIANCE STATEMENT This certificate of compliance lists the building -features and performance. specifications needed to comply with Title -24, Parts 1. and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been "signed ,by- the individual with: overall design responsibility., When this'certificate of compliance 'is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated'in .the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name...., CHRIS CARTER Name.:.. Barry•Rubanoff Company.'CARTER CONST. Company. Endeavor Homes- Address. omesAddress. 'Address. P.O. Box 1947 OROVILLE,'CA. Oroville, CA 95965 , Phone... 1-530-532'9568 Phone...'530-534-0300' License. .Signed.. Signed.. (date) , (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... .Signed.. (date)' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ---------------------------------------------------------------------- Project Title.......... CHRIS CARTER Date..10/04/00 20:24:46 Proiect Address........ CASTLE CREEK SUBD. ******* --------------------- Documentation Author. OROVILLE, CA. 95966 Barry Rubanoff Endeavor Homes P.O. Box 1947 Oroville, CA 95965 530-534-0300 Building Permit # Plan Check / Date Field. Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CARTER2 Wth-CTZ11S92 Program -FORM MF -1R I ------------=------------------------------------------------------------------ Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items• marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all. parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents'or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall 'insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to.exterior mass walls) r *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified.or installed meets CEC quality standards. Indicate type and form.. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e):.Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R ------------------------ Project Title.......... CHRIS CARTER Date..10/04/00 20:24:46 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-CARTER2 Wth-CtZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run -CARTER a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER,HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - Ar ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. .150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. - 2. First 5 feet of, pipes closest to water heater tank, non recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external in or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated'in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank.. *150(m): Ducts and Fans 1. All ducts and plenums constructed, .installed, in- sulated, fastened, and sealed to comply with the ICBG 1997.UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B andotherapplicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.- 114: ampers.114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o_thermal efficiency,- on-off switch, weatherproof operating instructions,;no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating.. I 7 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF-lR Project Title.......... CHRIS CARTER Date. -.10/04/00 20:24:46 MICROPASS v5 10 File-CARTER2. Wth-CTZ11S92 Program -FORM MF -1R I User#-MP1829 User -Endeavor Homes Run -CARTER I - --`----------- -- -----------`-- --------- - ---- ' b. Cover for 'outdoor pools or outdoor spas. 3.' Pool system has directional inlets and,a circulation pump time switch. .115: Gas=fired-central,furnaces, pool_ heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non-electrical•cookirig appliances with pilot < 150 Btu/hr) LIGHTING MEASURES - -----=--------- --- --Design-- Design-'rEnforce- er merit - 150(k)1:'Luminaires for general•lighting in kitchens shall have•lamps with an efficacy of 40'lumens/watt or greater • for general lighting in kitchens. This general lighting". shall be controlled by a switch ori a.readily accessible lighting'control panel at an entrance to the kitchen. �l 150(k)2: Rooms with a shower or•bathtub must either have at least one luminaire with lamps with an efficacy of 40 'switched lumens/watt or greater at the entrance to -the room or`one of the alternatives to this•requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures , r are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page'8. C-2R ------------------ ---------------- Project Title. ....... CHRIS CARTER Date.';10/04/-00 20:24:46, Project Address,... CASTLE.CREEK SUED******* --------------- .------ OROVILLE, CA., 959,66 *v5,.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes • P.O. Box 1947 ~' Plan Check / Date Oroville, • CA 95965" ; • 530-534-03.00 +` y Field Check/. Date Climate Zone:...... ..: 11 - -- --------- -- - Compliance•Method...... MICROPAS5 v5.10 for•1998 Standards by-Enercomp, Inc. MICROPAS5 v5 10 File-CARTER2' Wth-CTZ11S92 .Program-FORM C-2R User#-MP1829• Userr-Endeavor Homes, Run-CARTER MICROPAS5 ENERGY USE SUMMARY Energy Use'' Standard ..Proposed Compliance' _ (kBtu/sf-yr) ,DesignsDesign Margin Space Heating..........` 18.26 17.75 0.51 Space'Cooling......... 12.72 8.08 4.64 Water Heating........ 10.58 10.58 '0.00 = ; -------------------- _ Total 41,56 36.41 5.15 = ** Building complies with Computer Performance *** GENERAL INFORMATION ------------------- Conditioned ---------- - ---Conditioned Floor Area..... 2693 sf, Building Type..... Single•Family Detached Construction Type'........ New Building Front Orientation. Front Facing•30"deg (NE) Number of Dwelling Units..., 1 Number of Building Stories. 1 Weather Data Type... ReducedYear Floor Construction..Type.... Slab On Grade Number of Building Zones... 1-' Conditioned Volume......... 29025 cf Slab-On-Grade Area.. ...., 2693.sf Glazing Percentage..,.:.... 16.5.% of floor area. Average Glazing.U-value.... 0:43 Btu/hr-sf-F ` Average Glazing SHGC. 0.44 Average Ceiling Height,:.:.' 10.8,ft COMPUTER METHOD SUMMARY Page'9 C -2R ---------------------------------------------------- 'Project Title.......... CHRIS ----------------------------==========_________________ CARTER Date..10/04/00 20:24-46 ----------- MICROPAS5 v5.10 I File-CARTER2_ Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 " I User -Endeavor Homes Run -CARTER------------------------------ -------------------------------------------- BUILDING ZONE INFORMATION Floor ------------------------- # .of Vent -Vent* Air ' Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) - Units itioned Type ' (ft) (sfj Credit HOUSE- ----------- ------------- --------- Residence 2693 29025 1.00 Yes Setback 2.0 Standard No - OPAQUE SURFACES Area U- --------------- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm'Tilt Gains Reference Comments. HOUSE �------------ - - - - -- . 1 Wall 498 0.064.17.8 30 90 Yes W.19.2X6.16 2 Wall 198 .0.064 17.8 30 90 No'';W.19.2X6.16 3 Wall 2-89 0.064 17.8 120-. 90.Yes 'W.19.2X6.16 4 Wall 120 0.064 17.8 120 90 No W.19.2X6.16 5 Wall 658 0.064- 17.8 210 90 Yes W.19.2X6.16 6 Wall 420 0.064^17:8• 300 90 Yes W.19.2X6.16 7 Wall 24 0.064 17.8 -300 90,No W.19.2X6.16 8 Wall 22 0.064 17_.8 165 90 Yes-,W.19.2X6.16 9 Wall 22. 0.064 17.8 255 90 Yes W.19.2X6..16 10 Roof 2693 0.038 30, n/a'- 0 Yes R.30.2X4.24 ATTIC 14 Door. 20 0.330 0 30 90 Yes None FRONT DOOR 15 Door -18 0.330,0 , '30 90 No`, None TO GARAGE , PERIMETER LOSSES . Length ---------------- F2 Insul Solar ; Surface (ft) Factor R=vat ' Gains Location/Comments • HOUSE - ----------- . _ - - - • 11 SlabEdge- 171 0.760 R-0 No TO 'OUTSIDE 12 SlabEdge 56 0.510 R-'0 No TO PORCH 13 SlabEdge 36 0.510 R-0 No TO GARAGE FENESTRATION SURFACES ` Area U-. Act . Exterior Shade Interior'Shade Orientation (sf)`Value SHGC Azm Tilt Type/SHGC-Type/SHGCY HOUSE - -- ;. --------------------------- - 1 Window Front (NE) 15.0 0.510 0:650 30, 90 Standard/0.76 Standard/0.68 2 Window 'Front (NE) 30.0 0.510 0.650 30 90 Standard/0.76 -3 Window Front (NE) 12.0. 0:4900.670 30 90 _Standard/0.68' Standard/0.76- Standard/0.68 4 Window Front'(NE) _ 5.0 0.490 0.670 30 96 Standard/0.76 Standard/0.68 5 Window Front (NE) 5.0 0.490 0.670 30 90 Standard/0.76 Standard/0.68 6 Window Front (NE) 12.0 0.490 0.670 _30 .90 Standard/O..76 Standard/0.68 COMPUTER METHOD SUMMARY Page 10 C -2R - ---------------------------------------------------- Project Title.......... CHRIS CARTER Date..10/04/00 20:24:46 MICROPAS5 v5.10 File-CARTER2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run -CARTER ------------------------------------------------------------------------------- FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- 7 Window Front (NE) 25.0 0.510 0.650 30 90 Standard/0.76 Standard/0.68 8 Window Front (NE) 10.0 0.490 0.670 30 90 Standard/0.76 Standard/0.68 9 Window Front (NE) 16.0 0.510 0.650 30 90 Standard/0.76 Standard/0.68 10 Window Left (SE) 16.0 0.400 0.350 120 90 Standard/0.76 Standard/0.68 11 Window Left (SE) 4.0 0.400 0.350 120 90 Standard/0.76 Standard/0.68 12 Window Left (SE) 10.0 0.400 0.350 120 90 Standard/0.76 Standard/0.68 13 Window Back (SW) 16.0 0.400 0.350 210 90 Standard/0.76 Standard/0.68 14 Window Back (SW) 17.5 0.400 0.350 210 90 Standard/0.76 Standard/0.68 15 Window 'Back (SW) 10.0 0.370 0.350 210 90 Standard/0.76 Standard/0.68 16 Window Back (SW) 25.0 0.400 0.350 210 90 Standard/0.76 Standard/0.68 17 Window 'Back (SW) 24.0 0.400 0.350.210 0 90 Standard/0.76 Standard/0.68 18 Door Back (SW) 40.0 0.400 0.350 210 90 Standard/0.76 Standard/0.68 19 Window Back (SW) 24.0 0.400 0.350 210 90 Standard/0.76 Standard/0.68 20 Window Back (SW) 8.0 0.370 0.350 210 90 Standard/0.76 Standard/0.68 21 Window Back (SW) 12.0 0.370 0.350 210 90 Standard/0.76 Standard/0.68 22 Window Back (SW) 8.0 0.370 0.350 210 90 Standard/0.76 Standard/0.68 23 Door Back (SW) 40.0 0.400 0.350 210 90 Standard/0.76 Standard/0.68 24 Window Back (SW) 12.0 0.370 0.350 210 90 Standard/0.76 Standard/0.68 25 Window Right (NW). 15.0 0.400 0.350 300 90 Standard/0.76 Standard/0.68 26 Window .Right (NW) 6.0 0.370 0.350 300 90 Standard/0.76 Standard/0.68 27 Window Right (NW) 6.0 0.490 0.670 300 90 Standard/0.76 Standard/0.68 28 Window Left (S) 10.0 0.370 0.350 165 90 Standard/0.76 Standard/0.68 29 Window Back (W) 10.0 0.370 0.350 255 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Wdth ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext Ext Dpth Hght Ext Dpth Hght HOUSE ---- ---- ---- ---- ---- ---- ---- 3 Window 12.0 6.0 2.0 3.5 1.0 n/a n/a n/a n/a. n/a n/a n/a n/a 6 Window 12.0 6.0 2.0 9.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 16.0 4.0 4.0 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 16.0 4.0 4.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 4.0 4.0 1.0 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 10.0 2.0 5.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 10.0 5.0 2.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 25.0 5.0 5.0 7.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 24.0 4.0 6.0 10.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 40.0 6.0 6.67 10.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 24.0 4.0 6.0 10.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 8.0 4.0 2.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 12.0 6.0 2.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 8.0 4.0 2.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page -11. C- 2R Project Title:.....,..... ----------- CHRIS CARTER -------------------- --------------- Date. .10/04/00 20:24:46 I MICROPAS5 ---------------------- v5.10 File-CARTER2 Wth-CTZ11S92 Program -FORM C -2R User#=MP1829 User-Endeavor'Homes Run -CARTER -------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area. Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth.Hght'Ext Dpth Hght 23 Door 40.0 6:.0 6.67 4.0 ;1.50 n/a n/a, n/a n/a n/a n/a n/a. n/a 24 Window 12.0 6.0 2.0 4.0 0 n/a n/a n/a. n/a n/a 'n/a n/a n/a 26 Window_ 6•.0 3.0 2.0 1.5 0 n/a 'ri/a. n/a n/a n/a, n/a n/a n/a 27 Window 6.0 6.0 1.0. 1.5, 0 n/a n/a n/a n/a n/a n/a n/a n/a 29,Window 10.0 2.0 5.0 10.0 1.0•, n/a, n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES ------------- Area Slab Type (sf) HOUSE` Standard Slab 2693 HVAC "SYSTEMS Minimum Duct Duct ..Tested Duct RCCA. Duct System Type Efficiency Location 'R -value Leakage Manual D Eff. HOUSE --- ------- -----.---- --------- ------- Furnace 0.800 AFUE Attic R-4.2- No No 0.737 ACSplit. 10.00 SEER Attic -4.2 No -No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size. Insulation -Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater - ------ -to meet minimum CEC Standards. -------- ------ ---------- REMARKS HVAC SIZING Page 12 HVAC Project Title ............ CHRIS•CARTER Date...10/04/00 20:24:46 Project Address..:..... CASTLE CREEK SUBD. ******* =-=-- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit V Endeavor Homes P.O. Box 1,947 Plari Check"/ Date .0roville, CA 95965 53.0-534-0300 Field Check/ Date Climate Zone........... 11 --------------- ___ Compliance Method...... MICROPAS5 v5.10 for -1998 Standards'by Enercomp, Inc. MICROPAS5 v5.10 File-CARTER2 Wth-CTZ11S92, Program -HVAC SIZING User##-MP1829 User -Endeavor Homes Run -CARTER GENERAL INFORMATION ------------------- Floor Area..........., .:.. 2693 sf Volume........ ....29025 cf Front Orientation......... Front Facing -30 deg (NE)'' Sizing,Location............ 'OROVILLE RS Latitude......:. 39.5 degrees Winter Outside Design...... 30 F Winter' Inside Design...... . 70'F Summer Outside -Design...... 104 F Summer Inside Design....... 78 F Summer Range..' . 37-F Interior Shading Used...'. Yes ' Exterior Shading Used...... No ' Overhang Shading•Used ... Yes Latent Load Fraction..... 0.20 HEATING AND'COOLING=LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque'Conduction and Solar...... . 17464 8258 Glazing Conduction ................ 0563 4916 Glazing Solar.................. n/a. 8417 Infiltration..._...... . 16509 6778 Internal Gain............. n/a 2100 Ducts.. ........ ... . ..... 4154 '3047 Sensible Load.. ................ 45690 j3517 Latent Load ...................... n/a6703 Minimum Total Load 45690 40220 Note:.The loads shown are onlyone of the criteria affecting the selection of HVAC equipment. Other relevant design factors such -as air flow requirements, outside 'air, outdoor design temperatures, coil- sizing, availability of equipment, oversizing safety margin,•etc.,.must.also be considered. It is the HVAC designer's responsibility to consider all. NOTES. RESIDENTIAL jf .068-360-145 02-0727 CARTER, CHRIS 26 CAST LE'CkEEK DR., ORO d> Olt SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature V = OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning AegUirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3., Sewer; location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch). 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L'ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 �{ Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s • 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Zo 'ng Requirements -Setbacks -Easements 'Lb Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4: Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing } 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 1 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10: Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Card B-1 Date IDate Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date f e FINAL (Plans) OK except #'s .:letS'�7 0/cl_ - 1. Setbacks -Easements r. 2. Soils; Compaction -Structure Stability j. 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining ( 4. Elec.; Receptacles and Lighting, Distance-GFI I 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed k 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater f 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit r 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test „ 11. Light Niche . Card B-1 Date Card B-1 IDate Date Card B-1 Date Card B-1 f e or .:letS'�7 0/cl_ - r V= OK 0 = Not OK - = Not Applicable Read = Not Ready RESIDENTIAL (Single & Duplex) Date derfloor (Plans) OK except #'s Zonin -Setbacks-Easements-Flood-Slope 6 tg., Main; Soils-Elec. Grnd.-/�Ftg. Depth its-Steel-Elec. Grnd.-/ -P' Ftg. Depth Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors alts Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing ,(,4T. Draft Stop in Walls (rat proof) tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) 140r' -angers -Post Caps -Anchors -Connectors ! T� 1 ing. Joist-Rftr. Ties- Purlin-Ruff Brac.-Truss-Shting.-Rfng. (a ep ace ies or I ype A Flue- Fireplace Throat Clearance tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles n ow ting Doors -Sill Ht. & Dimensions Ed ue ro ec ion Framing j,52--!RMperty Line Firewall & Openings L,132rM. oors-One 3' -Check Garage 3rd Story, 2 Exits adroom- Rise- Run- Landing -Fire Protection oo on Roof Overhang -Attic Vents -Rafter Outriggers ng Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts Zaa,lTr'ace In ri r/Exterior Wall anels 62. Infiltration -Walls- Windows Date Card B-1 Date Card B-1 Date' -,—. Card B- Date Card B-1 Date FINAL (Plans) OK except #'s ba -St. Steps -Door & Sidelight Protection -Landings -64-9make-Betector nate ents-clearance-Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection G.F.I. & Bath Fixtures & Tub Access -Spa L,K Elec. Trim & Subpanel, Breaker Sizes & Labels 6 7 arance-Hearth L<—Elec. Outlets at Wood Panel. Int. & Ext. 72. pp ianc ; Ground -Air Gap -Cooking Clearance 73 -Et ut ets —& Receptacles at Kit. Counter 7 Landing -Closure 75.. mper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location c. eceptac es m Garage (F.F.I.)-Romex Protection 79. ion -Foam -Loo ed in Attic 8&.,-cm—rd Rails & Deck Construction -Post Caps ents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 8 J Yes D No/Walks J Yes J No/Planters J Yes J No Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing u8—Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground tL-Wn—ulation Throughout House lass Protection orrections from Previous Inspections Gas -Electric Taler & Sewer Connected -C/O to Grade -HD A Certificate -Other Certificates v osted 1 Date Z Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PWMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle 1 at ipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test T b & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s R xture & Transformer Clearance -Ins. Protection ,2,4.�e,. Receptacles Spacing -Lights & Switches at Doors t,2R--§ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. ppfiance Circuits in schen & Conductor Size GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 3 - iser on uctors & Ground Main Disconnect qui . Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date .40�— MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors alts Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing ,(,4T. Draft Stop in Walls (rat proof) tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) 140r' -angers -Post Caps -Anchors -Connectors ! T� 1 ing. Joist-Rftr. Ties- Purlin-Ruff Brac.-Truss-Shting.-Rfng. (a ep ace ies or I ype A Flue- Fireplace Throat Clearance tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles n ow ting Doors -Sill Ht. & Dimensions Ed ue ro ec ion Framing j,52--!RMperty Line Firewall & Openings L,132rM. oors-One 3' -Check Garage 3rd Story, 2 Exits adroom- Rise- Run- Landing -Fire Protection oo on Roof Overhang -Attic Vents -Rafter Outriggers ng Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts Zaa,lTr'ace In ri r/Exterior Wall anels 62. Infiltration -Walls- Windows Date Card B-1 Date Card B-1 Date' -,—. Card B- Date Card B-1 Date FINAL (Plans) OK except #'s ba -St. Steps -Door & Sidelight Protection -Landings -64-9make-Betector nate ents-clearance-Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection G.F.I. & Bath Fixtures & Tub Access -Spa L,K Elec. Trim & Subpanel, Breaker Sizes & Labels 6 7 arance-Hearth L<—Elec. Outlets at Wood Panel. Int. & Ext. 72. pp ianc ; Ground -Air Gap -Cooking Clearance 73 -Et ut ets —& Receptacles at Kit. Counter 7 Landing -Closure 75.. mper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location c. eceptac es m Garage (F.F.I.)-Romex Protection 79. ion -Foam -Loo ed in Attic 8&.,-cm—rd Rails & Deck Construction -Post Caps ents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 8 J Yes D No/Walks J Yes J No/Planters J Yes J No Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing u8—Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground tL-Wn—ulation Throughout House lass Protection orrections from Previous Inspections Gas -Electric Taler & Sewer Connected -C/O to Grade -HD A Certificate -Other Certificates v osted 1 Date Z Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE �?. BUILDING DIVISION tit; DEPARTMENT OF DEVELOPMENT SERVICES q' 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE L' OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the "'r above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. //T' i/ G- r -/-- ' 's - / Date d Inspector JY I 1 t REV 1042 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street-.* Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �7z7 v., OWNER PERMIT NO. A routine inspection indicates that the following violations ofbutte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. if you have any questions pertaining_to this matter, or need additional explanation, please contact this office immediately. ' Vy ti �.. Date Inspector -- Inspector REV f 92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVI -- ON 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 1 OA P IT�o• (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCELNUMBER 068-360-14.5 ZONING A -R BU DING PERMIT OWNER CARTER CHRIS589-2343480 TELEPHONE SO. FT. O C. BUILDING VALUATION R 25 920.00 . OWNER'S MAIUNG ADDRESS 26 #2 CASTLE CREEK DR. OROVTTT.F. 200 COV 2 600.00 CONTRACTOR'S �.N�AME �� V fflm TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 28 520.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 278.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 180.70 BUILDING ADDRESS 26 CASTLE Energy Plan Checking Fee $ 23,QQ PERMIT FEE $501.70 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EK Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 3 7.00 21.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition b Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: -n en QRAGGE--- DETACHED ART ROOM/HOBBY ROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home 1 -§ ]-dT W 920.00 PERMIT FEE s101.00 ELECTRICAL PERMIT Filing Fee 20.00 "OOVOR LE Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i in fu force and effect. - 7 (12c �/ S l License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 W:L200A CCU000A NEW CONST. DWEWNG OCCUP. 3.SQF°; ( ACC 16-80 NEW CONST. M -OU�TLEr =RESID, U 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES SAL. @ .50 Ex. Occup. GFIx�E�°rs Res OREA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 36.80 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued. I Fi ve and will maintain workers' compensation insurance, as required by Section 00 of the Labor Code, for the performance of work for which this permit is issued. My workers' c mpensation insurance carrier and policy number are: Carrier � Policy Number (The above sections nee no be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation s of California, and agree that if I should become subject to the workers' pensation provisions of section 3700 of the Labor Code, I shall forthw' omply with those pro .isions. X _ Date &_L Sig re of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 GCC R3 CONST. TYPE VN TOTAL FEE $ 720.50 HAZ. �-_. D. FEES IMP DCOF pARC0. PD HD ISSUE This permit is hereby issued under of the Butte Coun Code and/or indic a abo a fo whidh fees have By �,(�� PERMIT EXPIRES ON the applicable provisions Resolutions to do been paid. Dat 5 23/0_Z__ 5 Zi 8 efe work ReceiptNo. �% , 7 % WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD;PLICANT COUNTY OF BUTTE-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ('� v ASSESSOR PARCEL NUMBER (e /ir �G� �� 7 ✓ Proposed Building U � - Counter Technician: (2 Date: 4_1 -:26 Items required in order to apply fora jermit. Al oxes MUST be checked OR marked NA in order to apply. L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. CL2 Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3 En ered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ngineered truss details and layouts in duplicate. No faxes! . Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet-signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet-stamped and signed, in duplicate. ❑ 9. Plot plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. r n �/ r11. Detached Accessory Building Form filled out by the owner. t-'`�+ h0� Z - U o 12. Hazardous Material Form. ❑ 13. Other aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 4. Fees as shown on the attached Schedule of Fees Due Sheet. 1�0� 5. Statement of Intent for Non-heated and A/C Buildings. 6. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit. 8. California Department of Forestry plan approval paid.. ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel heck: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre-Inspection for required. ❑ 23. Contractor's license information. (Number; Name Style, Classification). ❑ 24. Worker's Compensation Carrier and Policy Number. ❑ 25. Owner-Builder Verification ( ❑ Given to owner, ❑ Mailed to owner). - ❑ 26. Letter of Signature authorization. S i?,V T. 0 ❑ 27. Recorded copy of Agricultural Acknowledgment Statement. !"9 , . 411 7/O Z ❑ 28. Manufactured home utility clearance. tf/ ❑ 29. Existing violations and/or expired permits. n ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ l31. Other: t en issued TelephXofbovie t and hold for pickup. 5-21 Tlavts I have been informeitems and requirements for obtaining a building permit. Applicant: Date: 4g�(�,(� EXPIRATION OF APPLI ATIO Applica ' �or ich a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked' and other department costs are not refundable. Original-Applicant COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. 01 —1 PROPOSED BUILDING USE BUILDING PERMIT FEES 7 --Balance Due ....................................... ....... 4�7 7 --Additional Fees Due ............................................ --Additional Fees Due .......................... :................. $ --Revised Plan Checking Fee ..........................:...... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ `. Units Commercial (sq. ft.) ...................... x $0.03 = $ ' Sq. ft. 4. URBAN AREA FEES Residential ......... :......... :........ x =$ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER •A.P.It �0 �.260 2��Y_ DATE RECEIPT # DATE REC. A At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant . 3rd Copy - Owner (Rev. 6/00) ✓�'� 4'" BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM r, "'(OLne form per Building) 04 Le, School District OU ! I IC Building Department No. Q��_ 34O--I�� v A.P. Number Jurisdiction: City County Property Owner Property Location/Address L (P Co 54 It Cr f e r'. Subdivision Lot No. ................................................�............................................ // ll Residential Development I x U € Sq. Footage U V No o Living Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): -nmercial/I dGstrial /J . t:New dditiori Representative Irioor rians reviewea ov bcnool uistrict Sq. Footage <•H�,-,.,�:�,;,„-,.,�r(InctudingExterjor__ .,, Roofed Areas) h Date` District Identification No.' �C1Z►'3�s�J School District certifies that / (Applicant) /! (Street Address) (Phone Number) (City) (State) (Zip Code) ; has complied with the requirements of Resolution No. representing Z1 1� square feet. r ; LPQ >_ �wy School District Representative i Paid by Check # Remarks: 99-049 -,� by payment of $ IVA AB 2926 j' $ FULL MITIGATION s Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm �F Department of Development Services ,�. Building Division ..�_ ��'= 7 County Center Drive O sem_- o Oroville, CA 95965 COv"N�� (530) 538-7541 (530) 538-2140 FAX April 18, 2002 Chris Carter 26 #2 Castle Creek Drive ' Oroville, CA 95966 Assessor Parcel Number: 068-360-145 Building Permit Number: "02-0727 ` Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. - Your plans are approved -I'm enclosingyourschool fee form, bring it back after you first the school district office and your plans can be issued. Balance of fees due is $477.75. I could not contact you by phone as you do not accept calls from blocked numbers. Martha Christy Plans Examiner r ,, 20 � .PLht� yAeu (IN rof 6x 114--V2. 4 a.(,2 X�oSt6SK«Sxr x �.;��c 12 Ada CSL\ LA66 fv-�E. OZ -07Z7 Sum i1lvz�l WML -. 1155 BUILDING®EPARTMENl Qlti� 2� [o�- ss/°iy9l QV mo p A-�< t?. 4% IN �R -. - DZ �m 6 7 4 OF /Z o.�-i-C) CLIMATE PRO® FIBER GLASS- BLOWING WOOL Your home has been professionally insulated to provide a guaranteed thermal resistance. RECORD OF INSTALLATION BLOWING WOOL NEW CONSTRUCTION IF RETROFIT: ❑ RETROFIT DEPTH OF PREVIOUS INSULATION NUMBER OF BAGS USED ARFA INSULATED ESTIMATED R -VALUE OF SO. FT. PREVIOUS INSULATION THICICNESS OF INSULATIONTYPES) OF PREVIOUS INCHES INSULATION IN ATTIC R -VALUE OF INSULATION INCHES BATTS AND ROLLS MINIMUM: '4THICKNESSA " r RNALUE THICKNESS AREA INSULATED CEILINGS 5 �8 IN. �'�J SQ. FT. h Contents of s IN. SQ. FT. WALLS l3 IN. SQ. Fr. 2 f q a4 ft of:rutalled IN. SQ, FT. FLOORS - IN. SQ. FT. r t R o a IN. SQ. FT. CLIMATE PRO. BAG WEIGHT - 25 LB. NOMINAL R VALUE MINIMUM: '4THICKNESSA " r n", .BAGSaPER?; =A "m � 1ows FT ,� s K+�MAXIMUMI "'NET'COVERAGE , - MINIMUM WEIGHT PER SO FT? F �' To obtain an ,et rr�Installed wt `- + v number o�bagsa ', h Contents of s ` Theight p e wer yr' :nsu/ahon E:nsulatwn perzlt)OO sq ft of x Y ' thu bag should 2 f q a4 ft of:rutalled msutance .; should n0�, "f i ?tenet a7¢R `should rtOt#C "�- :. y7lOtyCOUer �•� '! -.•irlS'lld6(lhOlt ho' ? r t R o a abe /zsr than tibe leu^than k+ morr? than r.not be ess tha l n , 142rsq 'ft r `_j:. 01.76.1bs 19 ° 8'4 in 12 5 X29 9'sq ft =t * . " , 5'031&lbs i 22'� 0 m a'14 6k _ X68 4 sq ift �. 0 365'lbs I = " ,, 26 1 al,l34In , �t�+ 17 2 ; - 58 0 sq ft 0 431`lbs E 30'�4 z 13nn v.20 0� , 50 0's ft q:. 0 500ti1bs 3& °s 1 z" 16/, m y a.,x rr , 26 0 38 0 sq ,'ft 0 659;lbs t 44 A 18% In �,' a 30 5 a 3, f '32`8 sgfi O'76331bs l 50� 2034-h-{ 35 5x 28 2'sq 'ft 0 886�1bs 60 } 23'/, tn.., ;43 0 ` 23.2.sq, ft " 1.07.6'lbs. , . INSULATION CONTRACTOR SIGNATURE l�tVnnA� �i(� n DATE —3 COMPANY C, iN ADDRESS PHONE 'Sb� HOME BUILDER SIGNATURE DATE COMPANY ADDRESS PHONE Johns Manville BIC -194 7/97 0 1997JOhns Manville Corporation Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5108, Internet: http:/4vww.im.com. For more information call 1-800-654-3103. CA0�5 asci CrreeL-' �1JLd�.D' C2xd,3M77A14,Sxlx 69 x M+ 7L. --{- 0.(2 ��S K Iq,SYC( X� 12 tiIVA STUY-0 6 rf ;G ©V_ O 70"7 FESS tj—_1TitJILDING DEPARTmempy C��P3� Jaz,PP Fm- Om� G V�1 pry -Cl b of CALIF UJ = C7.(o�l iC O; 5 , L �o HK�� ��em #BUYER'S:RESPONSIBILITY,� �,�,; � ��,�; ._;._ ,_..._.,.__r , r T ��� �GENERAL POOL SPECIFICATIONS: R p. ) Po1954 ol area to tie.fencedYpe�ilocal code':^ T k ;� i t l+ 1 +- - r t f 3 f- { i g UR. z„ y f MAXIMUM WIDTH PERIMETER:®REA: Gates to be self-closet wand self-latchtn i -t + + �'^� G �9 y , 9 ...� w MAXIMUM LENG POOL CAPACITY: `Wet_ down :GUNITE twice daily for seven days f ' ;- TH 1 �� ' i fi j a�� t I �- 3 t POOL DEPTHS: TURNOVER RATE: Hrs. ,.. q. , ..... - - _ iB iJE HA E L HAVEN OFFICE: 4; _t # i ;. I t I, i DECKING ,. . Oj.Yr'1•+. —-•g— �.._ �.-..—.�_. .,,, .,,.6 ...,,.., .i'— .. ' _ — ,t ~•t �~'y I V `1L 11 r91 4' - _ 1 r, r -- - {r rt T - 1 EX CA Ont a" TYpe 1 i VA _ T I M �1 , -k , }... �.i 91 �. ,.. i . Bob Cat Shuttle Ig , Color -- - - ; ! Remove Dirt ? Risers I i I t Remove tum s Footin s rG'_ Y j:`�wl r a� - - _ _ ' t - _� 1 I T t ,, - y, S P() 9" 1 i _ -�- - ' f j 1 ' 1 ( ; : Pte? Mastic -} � i t ° � ' � I r i 5 1 - _ �- �iemove Fence. t i #_•t'! t r_� i + f - r - r Replace Fence + Drains _fit. 1t +-� ;}}j i n -1 I. Remove Concrete S. F. S cut oncret Ft. C, i EQUIPMENT T �( i I I , ._4`.-t--•+-`I .�`,} 1 I -i ' - �" , +•• r•t , t-,� �-�- :--'t T. SiZE - }-- , +, �-� ' _tir f _ STEEL Pum HP 2 S 1 s : �c, • _ - Expansive Soil Steel Patterns Smart Box Yes » _ _ F_ 1fi q _ I { -��� ? + t rvr 3 _ - - -� 7 - i i + 1 i t �s�.: ! �,. P Smart Pure Yes 9 I - - - -- PLUMBING i�__ _ { + t y`: 1. 1 v ?it- + f4' +. Smart Light Yes l�lQ, 1 -1� .: - y 1_.� o - Filter Run Ft �....� ..,- 'f- �n - - - l .14 t_ _ j-- �._ t f. - _ Return Lines t ¢.S 500 W Li ht No ;' J g T -« > w = * "1" - P=Trap _ B/Wash Line Smart Vac I I e., No �.• _c . - - i- _a_ . _ « ` ' ' i - - E I ! Gas-:Line _ Ftg Heater BTU Pro _i- t ..�_� } + 1 4.1a P t fi Drill Drive r 1 11 I 1 1 j,--� - rf Div. Board T. I ,. •� i � � ELECTRICAL - t ,, q Slide Water Feature - -� 1 { - t } i j' ti4'• - -,. - Run By Ftg t`"i _i. ; { - t - _ r` , ` GUNITE f �, r. _._. -• ,.... .{- `°:. i ! Love Seat PLASTER t *`}. ?fix _ to 7 .. t r � . , T. - e €.:., ,. � _• _ - ,._- ::.; 1 : � � � Swim Out Color t. T T i i I' fit �t"s M x , t _ - - _ *.�- Ext. 2nd Step t f s "� r w x n: r i ! SPA I I R.B.B.— 4 in. X Ft. a , 1 .-r_ - Size . InT. y Out R.B.B.'iri. X Ft. yVf -� .. �•,�. T. - ' Plumbing Run= ._... � Z- 'fes }, 1 J T T-» .- :�- - - .{F--. T �� t _ '' L_ j - 1 - ' C�PING - Z 1 Dam Wall Len _ -•. - f ! .. - - � _ L .• � , - � � �_ f-j- ype � -'Number of Jets i .a _ { i AP +_ 1. i l ..,.. _ _ - a , �+ j -+ -, Blower Hp Yes _ 1 _ - - - I } I r i 'h f I '. -' - - TILE. y � e B }COU +. _ UE!_+u�_ �{�-(' --r 5�4 - -o_� demote Model # 1 j} ty- T� _i � � vl : nm ntai .i .tti1 �.- _ r t , j :. , t- t'" t a - - .® fi I I t Type �! @ a Side Switch Yes No 1 En I t t y , _ .. a L_ ; . _ r_. _ j . M Spa Dam tFT-i.� .��.�- "( I t I: r,, ` -+ I P t fnart Light. Yes 0 ' - c 1. - ; .l I to�� I :• �.'. j `t I Tyle `� i �� t I { � -t + • • _ - � �- � � �' _ � �1,�� I � Ac ent 100 Watt Light Yes Ngo { . . +.I { —t �$.l_T 1 _t+__�_ — ;�: '�.. ,. ' t•t - .t. i=t° �`.t�_.�•?. �� ^� 1 i ur I BUYER nitials t t 1 } - -1' - {, f f s Approve above specification {_. j{ 1 _ -}r - } t j{ �j - - • .'-i + I I i, ..1. 1 J �._ • Approve equipment location { i I e , I i T i f1 1 { t _ Understand that decking shown is for Illustration purposes onl and T ..� t T i . {-T .�-_T s g P P _ - 1 ; --- { +• I �- ! ' I ) t understand that they_ar to r c 'v square fe t ' deck. + i f - 1- ' _ �- t { Date / j -t t ,.. - t r t { 1 t_.j t r .� l Si naturIN e : I -1- ( - } I - I - } Prepaired EspeciaftV For: , d --tTI}•{( r ' � { — 1_ i. �� ;•. -Nli I i I F T I { + CO&`-6 Q Dr _ + 1 { I t t i 1 `r + r 11 Street CO.&I-6 41 t city. _ , rat, zip g0 0.yy� �g 71 iL� .{ Bii V��' F ff{�F6 I I Q� �} ?+ _{ j f {u T.--�.-I-._J } ; j ;. i i } Home Phone Work Phone �F —4 ;—V/W 1�+`�" �0-11 li�l'.•t.-'� �'-� `i : .._.i..._1 li ..a. y Y_-, . ,t i-., -�. �..• .�...f I i -.(1.. i{ a A. +. ; . '•ji.r.... 1',..L_ �..t_ + 1, ! ell t ' t, -y i i y i , i. t • 1 - 1.t +--�. F , - t ' { s, , .�._ ,! 1 i s i I Designer I •� Job No. i Lot Block Tract Mapsco No. 1111= dw - .®0 . v CID -109 —LA I L 1-7 4 1�_e_ . 42&rex�CO� d� co,4tc c �,,� 3�o1p oc-0 t� \ tbo.o4) s3o3 ,�I o 'G� o g0z a r ri ueLAIA ATE: the"a ached Pages OV _ ���, • �; iso �. e�,� Q� ooh ELECTRICAL, MECHANICAL, AN PL +� �P,. C®NSiRl9�TI0IlI (NOT PLAN ..:HECKE® f �x. kjc/,- Of ,� / _... i L COMPLY WITH CURREN EDITION c EC, UMC`7 SND UPC. It / 0Lf-lFo3mc dU17E C®UN r OV :BUYER'SRESPONSIBILIT�Y; a Pool area1to be•fencetl per localycode t vF x: `. •Ga6esfo r?e self-closing and self latching ,, r Wet down GUNITE twice daily\for seven days t*; �rtc Co�;r1 A, 40 Tits. 3 BLUE HNNEN PALS GENERAL POOL SPECIFICATIONS: (Tempa Since 1954 MAXIMUM WIDTH:PERIMETER: REA: SyO I c MAXIMUM LENGTH: . POOL CAPACITY: v----ac0– e BLUE HAVEN OFFICE: r i1(, L,� POOL DEPTHS: TURNOVER RATE: Hrs. EXCAVATION DECKING ��ces Front Type Bob a Cat Shuttle Color Remove Dirt Risers Remove Stump(s) IM Footings Remove Fence /,,b Mastic _� d 1 I .. i ipec� Pt A�eo, ;4�e i •� 3 Filter Run Ftg: Replace Fence s1k_: Drains • Approve equipment location Return Lines `,�eS • Understand that decking shown is foor�i/ll�ustration Remove Concrete 0 S.F. Zr 9 in.I -.' CU` L E� S cut oncret--E;-f-� Ft. E( aUIPMENTC)L.o�'n' Prepaired Especially For: Gas Line —2—Fig �.� C 15 �, t' TO � �� �Pum ��j1 STEEL HP 2 S 1 S Home Phone C' � —.11 - _ Expansive Soil Steel Pattern BFI Smart Box Yes ` l � ��`- PLUMBING Smart Pure Smart Light Yes ' Yes 9-0 Lam.... -• _,_.. _. Rei B1� C OUNI��' 11uILDING DEPART O Filter Run Ftg: • Approve above specification , • Approve equipment location Return Lines `,�eS • Understand that decking shown is foor�i/ll�ustration purposes only and rr,J cT l G.1� _ P -Trap B/Wash Line_ 500 W Light d No Smart Vac II '�• No Prepaired Especially For: Gas Line —2—Fig C Drill Drive Nil Heater BTU Pro t City �� ('"!� � .: i � '� Div. Board Home Phone C' � Work ELECTRIqAL Slide .10 Phone Run By_ 0 Ftg Water FeatureN2$? GUNITE I Love Seat Swim Out PLASTER Color - Ext. 2nd Step R.B.B. rr"�- in. X Ft. SPA R.B.B. -' in. X Ft. Size In Out. COPING Plumbing Run Dam Wall Length Type Number of Jets Cp TILE n Q a 'A t Type Q, g� (NAC,-rb1 Blower Hp YesQj Demote Model tt Spa Dam S'pa Side Switch Yes ttio Accent Tyle mart Light Yes No 100 Watt Light Yes No ` BUYER Lam.... -• _,_.. _. Rei B1� C OUNI��' 11uILDING DEPART O .I1 Designer i i Job No. Lot _ Block Tract Mapsco No. P_ Initials • Approve above specification , • Approve equipment location lit • Understand that decking shown is foor�i/ll�ustration purposes only and understand that they are to rece�ivJe 111_ square fegt,of. deck. > Signature i 7 •wv.L �� �� .Z 4� (,� Date ,r Prepaired Especially For: •��t C ���`:�►c. �t�� Q Street — t City �� ('"!� � .: i � '� r-, Zip 51i co C' Home Phone C' � Work 51 " `�G �y L Phone .I1 Designer i i Job No. Lot _ Block Tract Mapsco No. P_ 4-s 10" - '210 _ Q T-pn c � I - t O - I (o Ow 4 _ 0_ i (• - v t _._ 3 X _,.__.. � g 4 ,�t2 YY}I. � I �i�i I r q- Iq0 -4� Or�I Olei ff- � i 6 6 Sa 4-1 O — t M T dip Vvw L.; X v lil Vyao>) Col. — - U,v�� 11 MAs — - - - - -- -- ----._ _. --- --- I T I } � I ❑ �� I , � N cS Z r I I r -v - �, I r I V. I , I l WE41it I i o�i I ?s °Acki c %IF tH- ---- , --,--- r 4g, SIP. co ._ - I 112 I C] N --- �, to X rJo 1)PLI7C-o. 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