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027-040-084
is BIREE , BO 03-04 4� BREEN, BOB �Z P ROVILLE CONT: NE GL A Y oa-0I7.' 027-040- 084 PER 4 BRDT EEN,B&TNS W AI. MLLE l VIEW LN, ORO ttrn_�� 37 POND Exruces: CONT: DIMICO, LARRYu� NEW SINGLE FAMILY � I 0 -w? 027-040-084 BREEN, FAMILY TRUST 37 POND VIEW, Cont. LARRY DIMICO DECK CONV TO SUNROOM 04-2494 - �y County of Butte Building Division 7 County Center Drive Oroville, CA 95965-3397 Larry Dimico 128 Ma .& 'Pa Lane Oroville, CA 95966 n NOTES RESIDENTIAL 027-040-084 . s 03-0464 BREEN, BOB PERMIT NO. 37 POND VIEW.'LN, OROVILLE' CONT: ROLAND,S CONST NEW SINGLE FAMILY - 3 11 SPECIAL CONDITIONS * 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gat; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P 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 Date Card B-1 Date Card B-1 Date Card B-1Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged" 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except#'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-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 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not 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-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -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 48. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Fireplace Ties or Type A Flue -Fireplace Throat Clearance 19. D.W.V.; Test Fittings & Anchor -Nail Protection 50. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Bdrm. Windows or Exiting Doors -Sill H. & Dimensions 22. Gas Pipe; Sixe & Anchors 52. 23. Fire Sprinkler; Test 53. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 25. Elec. Receptacles Spacing -Lights & Switches at Doors 57. 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 59. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Shear Walls; Nailing -Bolts 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 61. 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. Insulation -Walls -Ceilings 34. Clothes Closet Light -Shower Light -Spa Light 63. 35. Smoke Detector Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support Ext. Steps -Door & Sidelight Protection -Landings 37. Vent Fan, Exhaust above insulation 65. 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 69. 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Stairs & Rails 43. Bearing Walls over Girders & Floor Nailing 71. 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Elec. Outlets at Wood Panel, Int. & Ex`. 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 H. & 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. & Ex`. 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 0 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: t )'COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541` �E�;1ir o {Rev.12/96)f-- " APPLICATION AND PERMIT AS SESSORPARCEL NUMBER 027-040-84 ZONING AR -5 BUILDING PERMIT OWNER BREEN BOB & JFANNI (925(--757-7102 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 3613 MFADOWBROOK RD., ANTIOCH 94509 n 2183 Rl 117,882.00 1184 U 21.312.00 CONTRACTOR'S NAME ROLAINBS CONSTRUCTION TELEPHONE 877-569910,478.00 8 C CONTRACTORS MAILING ADDRESS 5581 FOL,AND RD. PARADISE 95969 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 149.672.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 814.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS POND VIEW L,N. OROVM.E Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1386.93 LOT NO. 3 SUBDIVISION'S NAME PM 8-3-40 5 12A(' PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE a SF Q. Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 1 5"� TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF (IM CABIN) I` Gas i in stem 1 - 5 outlets 15.00 15 00 Buildin sewer 15.00 Mobile Home IS G W } 920.00 PERMIT FEE $ 157.00 FLOODaY�0985T1 SRA ELECTRICAL PERM,IoRLEss Fling Fee 20.00 Main Service 20011 OR LESS 23.00 3. Q0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. `� License Class %S�`�i�J'V f Lic. No. n�l� 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 ,,.-t _ WORKERS' COMPENSATIO14 DECLARATION I hereby affirm under penalty of perjury one'of the4ollowing' declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code„ for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. 'My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ,X' I certify that in the performance of the work for which this permit is issued, I shall . not employ any person in any manner so as to.become subject=to workers' e compensation laws of California, and agree thaf�'rf I sho"'uld become sr`i6ject to the workers' compensation provisions of section !'3701) of the Labor Code, I shall forthwicomply with those provisions. X Date ����� Signature of Applicant - Owner ;f�T Contractor ❑ Agent ' G" An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNG OOCUP. OR ADDNS. 8 ACC. BLDS. SO 3.5,s" 17.85 NON-REOSID. MULTI•oUTLET �O 7.50 POWER APPARATUS 8SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 BAL p 1.50 OR Ex. Occu . DFIr. R p 5.00 Temporary Service 23.00 3.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 160.85 MECHANICAL PERMIT Fling Fee1 20.00 Heating 20.00 Cooling125,00 Hood 6.50 1 6.50 Ventilation 2 450 9.00 2 GAS FIRFPIAC:E 2, 25 �Q 50.00 PERMIT FEE` S 110.58 Mobile Home Iristallation Fee Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 1861.28 H/1Z. / D. FEES I� / FLOOD x C[�F / PAR�EL PO/ HD IS �E This permit is hereby issued under of thelButte Count Code and/or indicated/hti ve for which fees have // / , ey /L/t/\. PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dae %/t� 17 y/ 4 3 r Date ReceiptNo. 370122 /$632.43 376462/$1228.85 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES PERMIT NO. RESIDENTIAL 027-040-084 04-0179 BREEN, BOB &JEANNI 3% POND VIENV IN, OROVILLE CONT: DIMICO, LARRY + NEW SINGLE FAMILY PERM T RENEWAL DAT'E:' BP# EXPIRES:��T( c/�p 6-4. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB { OFFI E COPY Address GAS Meter By i i ELECTR I Meter By / Date FINALED V �5-1(' (Date) Signature . R i _ a • i d - i 5 i RESIDENTIAL 027-040-084 04-0179 BREEN, BOB &JEANNI 3% POND VIENV IN, OROVILLE CONT: DIMICO, LARRY + NEW SINGLE FAMILY PERM T RENEWAL DAT'E:' BP# EXPIRES:��T( c/�p 6-4. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB { OFFI E COPY Address GAS Meter By �f C Date—�,L i ELECTR I Meter By / Date FINALED V �5-1(' (Date) Signature J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/0 -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;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 11. 7. Well Clearance & Disconnect Braced Wall Panels 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 Tes-Crossovers-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5.. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s E> Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Z2 5g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth . ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth �,&emwalls, Main; Steel-Blockouts-Wrapped 95. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. .W.V.; Fall -Fitting -Test -2 Way C/O -Sew Test Z1 ; , 10. UF, Gas Pipe; Size Anchors -Yard iping; Size Test 1 , 11. Water Pipe, Test -Anchors -Regulator -Service Test 12. jElectric Underground ...PLenums & Ducts; Clearance -Material -Support -Ins. 41.7 ers-Sills-Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16. Insulation Date„q Card B-1 ZJiA_ Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (P except #'s W er Htr. V Access -Combustion Air Baffle :18. r Pi e; Test & Anchor -Nail Protection 1 . .W.V.; Test Fittings & Anchor -Nail Protection 12i1 -Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access ?,?,/Gas Pipe; Sixe & Anchors —23--F—ire Sprinkler; Test Date ` o/ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25'. Elec. Receptacles Spacing -Lights & Switches at Doors 26., Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2A liance Circuits in Kitogn & Conductor Size GFl 3 . f ubfeed Wire Size/ U /ga or AI-A.C. Wire Size/ b /ga Cu 91 3 . Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al I sulated Neutral O Yes Cl No 3 . ;S rvice-Riser Conductors & Ground Main Disconnect 33, uip. Clearances Panels-Motors-Mech. Equip. ihes Closet Light -Shower Light -Spa Light IK—Smoke Detector Date1� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date mgefiANICAL (Permit) OK except #'s 3 /A.C. Ducts Insulation & Support 37 ent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 4Y Card B-1, Date Card B-1 Date Card B-1 Date Card B-1 Date FRA ING (Permit) OK except #'s 4 Sills Proper Materials & Anchors 42/Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) 45. Fire Stgr5s, Furred Ceilings -Stairs -Chasers -Tu s 4VHeaders & Beams -Size & Bearing Date FRAMING (Continued) 471. Hangers -Post Caps -Anchors -Connectors 4 -.-Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. r place Ties or Type A Flue -Fireplace Throat Clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions 7/14/,,/1C5F0rage Fire Protection Framing -RC Channel Property Line Firewall & Openings Ext. Doors One 3' -Check Garage 3rd Story, 2 Exits —15--Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 lywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer -vSS ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59 ung Area -Glass Protection -Skylights -Plastic,/ Sh r Walls; Nailing -Bolts 64 -Trace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date o/' Card B-1 Date Card B-1 Date or Card B-1 Date Card B-1 Date FINA tans) OK except #'s Steps -Door;& Sideliaht Protection- Landinas Furnace Vents -clearance -Comb, Air-Connector- Ja9Garaoe; Above Floor-Ducts-Mech. Protection :I. & Bath Fixtures & Sizes & Labels 1— Face or Stove, Clearance -Hearth 7 1eC. Outlets at Wood Panel, Int. & Ext. Clearance 74,-Ef&COutlets & Receptacles at Kit. Counter Fire `LI Wtr. Htr ents-Clearance-Comb. Air Connector-PtR"F ina , Above Floor-Mech. Protection ler, & Mech. EauiD. Listed for Location Receptacles in Garage (F.F.I.)-Ro rotection nsul ' ,. -Foam-Looked in Rails & Deck Construction -Post Caps, 82'—Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Flo& ❑ Yes . � 85 -A.C. Unit Disconnect, Elect;rjtel'Plumbing Vents_Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings \8 ell, Disconnect, Electrical, Plumbing rior Elec. Trim, G.F.I. Receptacle -Underground 89"Vengeon Throughout House . a rotection 9 o ns from Previous Inspections Test- eters Tagged, Gas -Electric W & Sewer Connected -C/O to Grade -HD Approval 9 Ener mpliance Certificate -Other Certificates N§Aldclress Posted 96. Fire Sprinkle Date 3- ; _ 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: INSULATION CERTIFICATE .. ............... .............. tor/Owner.Name County DESCRIPTION OF INSTALLATION 1. ROOF rp Subdivision Name Job I Number:: :'i": 49' ,:::: . Job Address (street, city, state) ............ . .. .. .. ......................... Lot Number 3. EXTERIOR WALL ................ ................... ................... Frame .............. ........ ............... AL Cavity Insulation .......................... ........ Thickness .............. B. Exterior Foam Sheathing Material: ...... .................. .... ...... ......................... Thickness (inches): 4. RAISED FLOOR Material:::::::' e Thickness (inches): 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth ..................... 6. FOUNDATION WALL. Material::::::::: .................... Thickness -(inches): Brand............. ................ ....... ........ Thermal Resistance .......... ''2I........................ Brand Name::::: Thermal Resistance ....................................................... Brand Name: ::::::::::::::Knaaf Thermal Resistance Brand Name::::::::::::: Thermal Resistance ........... ........... Brand Name: . . . Thermal Resistance ............................................ DECLARATION I hereby certify that the -above insulation was installed in the building at the above location in conformance with the current Energy Efficient}' Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, appli .......................................................................................... . . . . . . . . . . . . . ..... ............................ ... ....... . ............ ...... Item'Number's Signature and Datev': Installing Subcontractor UV V & " j, (Co. am or Item Number's .................. .................................................. Signature and Date .General Contractor (Co. Name) or Owner ........ ...................................................... ......... .. ........ . .............. ..... Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner ' COUNTY OF BUTTE - DEPARTMENT OF DE1%EL.OP ENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, Calif:, i 95965 • Telephone (530) 538-7541 PERMIT NO. '- Lac/- (Rev.12/96) APPLICATIDN NbPERMIT ASSESSOR PARCEL NUMBER! _, CJS D O S4 ZONING A J.-- 5 (BUILDING PERMIT OWNER TELEPHONE SO. FT,O, -,CC. BUILDING VALUATION O uNGMeo chow bt 00L kJAM10(h q4609 CONTRACTOR'S NAME _ 1 r r L4 Ii I C O 1534 ELEPHONE • (AAs N lf)i. J 0 p � / 0 fy.(/'� (%�" "7 [p f CONTRACTORS .MAILING ADDRESS ,. Q' CONSTRUCTION LENDER ' Fireplace LENDER'S MAIUNG ADDRESS -.w Total Valuation $ ! (L9 ARCHrrECTOR / uCD ENSE NO(.+*� ENGINE e.o I t c h Q �` I c 3 M3 Flin Fee $ 20.00 f Permit Fee $ J 0 ARCHITECT OR ENGINEERS MAID ADDRESS Plan Checking Fee $ 12 BUILDING ADDRESS ?onri•"' Energy Plan Checking Fee $ �.. • ��r++! PERMIT FEE $ ,. LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 iO•LY. Solar or heat pump water heater _ 23.00 , USEOFSTRUCTURE t7 �r SF `ER Duplex ❑ Mobilehome ❑ Other L SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 'IC TYPE OF WORK New ` Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ a Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 193— Mobile Home S G W @20.00 PERMIT FEE S ! !!5C), 00 ELECTRICAL PERMIT Fling Fee 20.00 a00VOR LESS Main Service 20 A OR IES. 23.00 2 J� LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: j ❑ -;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. Or I, as owner of the property, am exclusively contracting with licensed contractors 6 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.i'— My workers' compensation insurance carrier and policy number are: Carrier Main Service TG , 46.00 NEW CONST. DWEW EE NG OCCUP. SO OR ADONS. ( a ACC. BIDs. 3.5¢FT: NO REOSI.T. MULTI -OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 0 1.00 Ex. Occup. OUTLET OR FIXTURES BAL Q .50 Ex. Occup. o XEDrS REESSIp.DEp 5.00 Temporary Service 23.00 . Mobile Home Facilities 20.00 ' Misc. Wirin 23.00 EE1 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 (,p, Ventilation Z 4 Q • I0 J PERMIT FEE $ • j� Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I El— I certify that in the performance of the work for which this permit is issued, I shall not employ any'person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthw• h comply with those pro`viss%iioonsX X, ) p,�;...a��.,� ,� _�..,•\ _ Signature of Applicant - ❑ Owner '❑Con atr ctor ❑ Agent/ An.OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heigh Mobile Home Installation Fee I $ Energy Inspection Fee 1 $ Q(O . CID occ - CONST. TYPE V TOTAL FEE $ 1 _,7C -J 1q, 4o1 HAZ. i— p. FEES (MPF �/ FLOo )I ✓ " cpF pA�QELy �D ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work in indicated above for which fees have been paid. 1 �n r/ By �YJ //(} . cDate PERMIT EXPIRES ON VW DAL LI Ll i 1� I !) 1 1 , 1 3e,-1,54011 1.151. Receipt No. —2- Gl 1' WHITE-D.D.S.-B.Dt' v CANARY-ASSESSO' PINK -INSPECTOR GOLDENROD -APPLICANT BALANCE OF FEES SHEET DATE: PERMIT: 0Y-0/79 ASSESSOR PARCEL #: O 7— 0 V40 +40 TV OWNER'S NAME: FEES: (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ �; �,�::�7 �4"t REVISED PLAN CHECK- SHERIFFfFEE: .�� 4� • �'' S M URBAN AREA FEES $ J CSA 87 (North Chi, o Spec.) $ WATERT . FEE $ BATTALION # T_1:Ua_ VY -D: LA._GE FEE OTHER / / $ G 6l q VALUATIO� - IF BALANCE OF FEES OR ADDITIONAL FEES: YD ALVALUATION:ITIONAL VAL $ (Check one) COUNTY CITY OF BIGGS (Check one) RESIDENTIAL COMMERC K > �`�`% ol 'o to .01 sic -yea LOCI Nod � i eol per-. i County of Butte -FIRST CHECK May'7, 2003 • Jurisdiction Application.,No.: 03-0464 LP2A Job No. 203015-002 » GoD Mr. Michael.Vieira County of Butte Department of Development Services , 7 County Center Drive Oroville, CA 95965-3397 , Phone: (530J538-7541 ' -- Fax: (530) 538-2140 Re:, Plan Review: Breen, SFD APN.#027-040-084 Address: Pond -View Lane Palermo, CA Dear Mr. Vieria: Linhart'Petersen Powers Associates (LP2A)'has.completed an initial review of the following documents: ` 1. Plans: -One (1) copy of Plan Sheets CS,. A1.0 through A4.2 (6 total sheets); &\E1.1, 51.0 through S2.3 '(8- total sheets), . T-1 .& T-2; dated 1/9/03 by Sierra Design Group & Russell, Gallaway , Associates. Note: Sheets S1.0 through S2.3 are wet ,stamped and signed by Donald G. Russell, ' P.E. (#58201, x 6-30=06). 2. Structural Calculations: One (1) copy dated 1/22/03 by. Russell, Gallaway Associates, wet stamped and signed,by Donald G. Russell,-P.E. (#58201, x 6-30-06). 3. Title 24 Energy Compliance Documentation: One (1) copy dated 1/23/03 -by Energy_ Calculations Services. 4.',--, `Truss Calculations: One (1) copy dated 2/18/03 by Trojan Truss, wet stamped acid signed by Robert C. Anderson, P.E. (#17180, x 6-30-05). Note: Flood Plain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed for their conformance to ,only the 2001 California Building (CBC), . Plumbing (CPC), Mechanical. (CMC), and Electrical (CEC) Codes. Our comments :follow on the. attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded. r Sincere] r INH PETE SSOCIATES _ aures R. Rahrick, P.E.' j Mike Bayless Senior Plans Review Engineer Plans Examiner JR/MB/ag: Bin 1 Enclosures: , Cc: Applicant: Bob & Jeanni Breen = 3613 Meadow Brook Road. _ Antioch, CA 94509 Fax: -(925) 777-0635 f LINHARTPETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights„CA 95610 _ (916)725;-,4200 FAX(916)725-8242 • -Toll Free (877) 235-0653 F-Outte County 0150utte County 20031203015-002-PC1:doc LPZA Bin No. 1 Breen SFD. • ' 3613 Meadow Brook Road May 7, 2003 " GENERAL COMMENTS: County of Butte - First Check LP2A Job No.: 2030015-002 Page 2 G1. Provide the following general information on the "Cover" Sheet CS of the plans: Re: Occupancy Group(s): R -3/U-1 Type �of Construction: V -N " Stories: . One (1) Story Building Area: 2183 sq. ft. (Living Area)' 961 sq. ft. (Garage) G2. The following plan review documents are based on the County of Butte Building Regulations. For your convenience, the following comments are referred to only'the 2001 California Building Code unless otherwise noted. G3. Please respond in writing to each, comment by marking the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. 04. Please, review, clarify, and amend the "Cover" Sheet CS, "Architectural Notes" Sheet A1.0, "Structural Notes" Sheet S1.0, and any other code references on other sheets, as required to specify that only the 2001 California Building (CBC), Plumbing (CPC), Mechanical (CMC), and Electrical (CEC) Codes (adopted by the State of California as of November 1, 2002) and.local jurisdiction are applicable to this project. G5. Please be sure to include on the resubmittal the architect's/engineer's. "wet" stamp, signature, registration number and expiration date on all sheets of plans [all sheets of plans depicting structural designed elements] and cover sheets of specifications and calculations.: CBC 106.3.2 ARCHITECTURAL COMMENTS: Al. Specify that all air ducts penetrating the separation wall or ceiling between the garage and living area shall be a minimum of 26 GA. Sheet Al. 1, CBC 302.4 Ex. 3 A2. Please amend all code references on sheet A1.0 to reflect the current codes (2001). A3. Specify the make, model, number, and I.C.B.O. evaluation report number (or other approved, listing) of the metal fireplace/appliance on the plans. Sheet A1.1, CBC 3102.5.1' r ' A4. Specify . that doors and panels of shower and bathtub enclosures and adjacent wall openings within 60 inches above a standing surface and drain. inlet shall be fully tempered, laminated safety glass or approved plastic. Sheet Al. 1, CBC 2406.3 & 2406.4 A5. Please clarify the location of the attic access while keeping in mind that it must be readily accessible and can't be blocked by a closet shelf. Sheet A1.1, CBC 1505.1 MECHANICAL,�PLUMBING AND ELECTRICAL COMMENTS:. A6. Amend the plans to specify additional receptacle outlets in the hall bathroom next to the basin (GFCI). Sheet El A , CEC 210-52 5 Breen SFD .. 3643 Meadow Brook Road May 7, 2003. T-24 ENERGY COMPLIANCE COMMENTS: No Comments , STRUCTURAL COMMENTS: • County of Butte - First Check LP2A Job No.: 2030015-002 Page 3 Note: In the comments that follow, directiohal references to"the plans stated as north (left side) relates to left on the sheets, south (right side) relates to right on the sheets, west (front) relates to down on the sheets, and east (rear) relates to up on the sheets. _ In general, the structural calculations, plans, and details for the subject project appear to ,be well presented and adequate. However, we do offer a few clarification comments as follows: S1. Please, review, clarify, and amend the "Structural Notes" Sheet S1.0, calculations, and any other code references on other sheets, as required to specify that only the 2001 California Building (CBC), Plumbing (CPC), Mechanical (CMC),. and Electrical (C C) Codes (adopted by the State of California as of November 1, 2002) and local jurisdiction. are applicable to this project. ' •S2.. Prefabricated roof trusses have been specified on the Roof Framing Plan, Sheet ,S1.3 for the subject project and prefabricated rooftruss design layout ,and calculations were supplied with this submittal for our reviewed. ` Based upon 'our, review 'of the aforementioned documents, we offer the following comments: - a.) 'Please provide a "Letter of Compliance" by the project engineer stating that the . final prefabricated roof truss design calculations and configurations have been reviewed' and are in "General Compliance" with the intent of the structural design calculations and specifications.., Note Please submit this information as soon as possible, since it -will affect the final issuance of a building permit for the project. S3. Please review, clarify, and amend Detail 7 on Sheet S2.2, as required to show .and specify the method of providing shear transfer from the roof truss blocking to top plate via A35 clips or other adequate shear transfer connection hardware. S4. Please review, clarify., and amend Detail 3 on Sheet S2.3, as required to show and specify, the method of providing shear transfer from the roof diaphragm down to the wall top plates and shear wall via shear wall plywood and edge nailing (E.N.) at the roof truss top and , bottom chords and shear wall top plates. In addition,. please amend the subject detail, as required to show,and specify gable end wall diagonal bracing member(s) extending up from the gable end wall top --plate to the rafter ridge and/or truss. ridge blocking and/or blocking between roof rafters/truss top chords. Similarly, please provide an additional shear transfer and gable end wall bracing detail at the interior shear wall adjoining the Kitchen & Office/Study and rear Garage wall along Shear- Wall Line 2 and amend the, Roof Framing Plan, Sheet S1.3, as required to show and specify this detail section cut callout. ` Breen SFD County of Butte -, First Check 3613 Meadow Brook Road '. LP2A Job No.: 2030015-002 May 7, 2003 Page 4 S5... Please review, clarify,J`and amend --the First Floor. Framing Plan, Sheet 51.2, as. required, to show and specify detail ' section call outs, related to details .show on Sheets S2:1 • S2.2 at exterior. (pe rimeter) and interior locations where they occur. $_6. Please review, clarify_; and amend Detail l' on, Sheet S2.2, as required to specify the size of the lag screws shown in the subject detail. and provide calculations, as required to > verification the capacity of the deck ledger connection.- Note: Ledger calculations shall be performed per the 2001 CBC, -Chapter 23, Division 411, Part 1, Section . 2316, and 1991 NDS, Sections 8, 9, 11 and 12, relating to bolted, -lag screw, wood screw, and/,or nailed connections -(pay special attention to reduction factors for -'nailed connections for penetrations less than 12 times the nail diameters) respectively. S7:. Please provide, a typical edge of deck framing detail for the west (front) Porch Deck and amend the First Floor Framing Plan, Sheet -S1.2; as required to show grid specify the detail section call out, where it occurs. S8. 'Detail, 10 on Sheet S2.1 specifies a PHD2 Holdown with SSTB16 anchor bolt at each end. .,-of each wall _unless a threaded rod is specified: However, it is not: clear as to how the PHD2. Holdown and SSTB16 anchor bolt would" be installed- in the log wall and floor - framing configuration shown. Therefore, please, review, clarify,: -and amend , and/or provide an additional detail, as required to resolve this issue. IS9'. Please review, clarify, and amend the First Floor Framing Plan, Sheet -S1.2 and Roof Framing Plan, Sheet S1.3 as, required to show and specify all . designated log' and ' - conventional stud framed `shear walls, (shear wall. `piers) by Shear Wall "Type" and "Length" as related'to the ,lateral calculations and appropriate Log and Conventional Stud Framed -Shear Wall Schedules. Note: It is a common practice and request to show all designated shear. walls , ' symbolically on, the foundation, framing, and/or separate shear wall schematic plans.by, "Type " and "Length'.': This aids the plan reviewer during ' the • review 'of plans and _ calculations' and , especially, ,the . contractor and. building inspector in the field during construction to expedite inspections and to recognize and evaluate modifications. In addition, please make sure that all loci and conventional stud framed shear wall lengths assumed in the calculations and. shown on the plans match actual available shear wall lengths and ` that they result in designed shear walls limited to a height -to -width ratio NOT ' exceeding 3.5:1 (Seismic Zone 3). Reference 2001 CBC, -Section 2315. 1, TABLE 23-11-G. ` S10. Related "to, the previous Comment S9, there` appears to be a 4_5' conventional stud framed shear wall and associated holdowns along the west Garage Shear Wall Line D that'is not specified on the -Foundation Plan, Sheet'.S1.1. Also, based upon review of the lateral calculations, there appears to be a 17.0' log shear wall and 5_0' conventional stud framed shear wall along Shear Wall Line 2 at north rear wall of the Garage that has been assumed to act as `one (1) 22.0' shear wall.' However, should not the subject shear walls be considered as two (2) independent shear walls for ' the purpose of evaluating, overturning demands , or maybe the 5_0' conventional -stud framed wall should be neglected as a potential shear wall? Qreen CCA ` • � /+_...-a.. _e o..u_ r:.._a �+a__�_ 3613 Meadow Brook Road LP2A Job No.: 2030015-002 May 7, 2003 Page 5 S11. Upon review of the lateral calculations on pages 12 through 21 of the project structural calculations, it is not clear as to whether full or partial dead loads were utilized when calculating overturning resisting moments when evaluating shear wall overturning force demands. Please clarify. Note: Overturning resisting -moments for wind or seismic load demands must be in accordance with the 2001 CBC, 'Section 1621.1 for wind (i.e., only 2/3 of the dead load may be used to resist overturning and uplift) and the 2001 CBC, Section 1612.3 for seismic (i.e., only 90% of the dead load may be used to resist overturning and uplift). In addition, it appears that wind load demands govern the design -of shear walls'in the transverse westieast direction and holdown requirements for'shear walls along Shear Wall Line 2 (north rear) and Shear Wall Line 3 (south front) of the Garage are not specified on the Foundation Plan; Sheet S1.1 and First Floor Framing Plan, Sheet S1.2. Also, it appears that the calculated shear wall unit shear.and holdown force demands for the• two (2) short 22=0" long shear. walls along Shear ,Wall Line 3 (south front) of the Garage are quite high with a final design. resolution undefined in the calculations. Note: The subject shear walls are dimensioned as 2' 88" walls on the Foundation Plan, Sheet S1.1 and appear to be specified as SW22x7x6 Simpsori Strong -Walls. However, the holdown force demands in the calculations appear to exceed allowables for the specified Simpson Strong -Walls. Refer to the 2003 Simpson Strong -Tie Catalog, Simpson Strong -Wall Schedules on pages 32 & 33, sub -notes #10 & #9, respectively, relating to the Allowable Vertical Loads Schedule on page 31. Therefore, please review, clarify, and amend the overturning calculations for all shear walls, where applicable, to comply with the appropriate code requirements and amend the appropriate Foundation Plan, Sheet.S1.1, First Floor Framing Plan, Sheet S1.2, and Roof Framing Plan, Sheet S1.3, and any associated details, where applicable, to show and specify all shear wall and holdown requirements. SOIUF.OUNDATION COMMENTS: FD1. Please review, clarify, and amend Detail 5 on Sheet S2.1, as required to specify that the top of footing or pedestal portion of the footing (if utilized) shall extend a minimum of 6" above the ground within the crawl space or a minimum of 8" above the ground at exterior grade conditions. 2001 CBC, Sections 2306.5 & 2306.8 FD2. Please review, clarify, and amend the Foundation Plan, Sheet S1.1, as required to show and specify detail section call outs related to details show on Sheets S2.1 & S2.2 at exterior (perimeter) and interior locations where they occur. If you have any questions regarding the above plan review comments, please feel free to contact James R. Rahrick, P.E. (Structural) or Mike Bayless (Non-structural) at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M -F. [END] P OJECT PROCESSING RECORD Applicant: Owner: A. P. #: Permit Work Description: ------------ Date Description of Step or Status �S Gam' LI Z4 —� _-� — • �I 1 Lp AAV ,-- -47-,6S,- 4SJJ n Ann 05/07/2003 20:25 9167258242 LP2A PAGE 01 •1 �l t.� �� %3� 'P� • TR ��� ��. ale-) A NSMITTAI LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard, 2nd Flooi Citrus Heights, CA 9561C FAX (916) 725-824< (916) 725-4200 Ton Free 1-877-235-0653 DATE: 5/7 -1 �x FAX NO I�30 . 9 -114-0. To: 1/««_ JOB NO -2-4230 OPERATOR.....V,M.. . .........TIME ......................... Q FAX ❑ MAIL From: / ❑ FEDEX El OVERNIGHT ❑ uPS Q. MESSENGER ❑ ORIGINAL TO ❑ NO ORIGINAL Message o -- 0.4+ FOLLOW Number of pages Int TO FOLLOW fuding cover sheet: I W GL A3,0 /lo` fvi1 /1Xv0- Ppi G BB A/ N ClreSF) 7-77 7 — 4*6 3 j This document Is intended only for the individual or entity to which It Is addressed, end may contain Information that is privil applicable law. If you are not the intended recipient or the employee or agent responsible (of delivering the message to dissemination or copying. of this communlcatlon Is prohibited: If you have received this communication in error, please notl message to us at the above address. god, conlldentlal end exempt from disclosure unde the Intended recipient, you are hereby noted Ma us immediately by telephone and refum the mlglne FAXI.DOC REVISED 10/01 05/07/2003 20:25 9167256242 LP2A May 7, 2003 Q Juris Mr. Michael"Vieira County of Butte Department of Development Services 7 County Center Drive Orovllle, CA 95965-3397 Phone: (53G) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Wean SFo — APN # 027-040-084 Address: Pond View Lane = Palermo; CA' Dear Mr. Vieria: Linhart Petersen Powers Associates (LP2A).has completed. an. initial review of 1. Plans: One (1) copy of Plan. Sheets CS, A1.0 through A4.2 (6 total s $2.3 (8 total sheets), T-1 A T-2; dated 1/9/03 by Sierra Design Associates. Note: Sheets S1.0 through S2.3 are wet stamped and P.E. (#58201, x 6-30-06). ' 2. Structural Calculations: One (1) copy dated 1/22/03 by Russell, Galla% and signed by bbnald G. Russell, P.E. (t#5820.1, x 6-36-06)., 3. Title 24 Energy Compliance Documentation: One (1) copy dated 1/: Services 4. - ; Truss Calculations: One (1). cbpy dated 2/18/03 by Trojan Truss,. wet s C. Anderson, P.E. (#17180, x 6-30:05). Note: Flood P/aln'004At/on Measures and/or comments will be reviewed I These documents • were reviewed for their conformance to only 'the 2001 Plumbing. (CPC),' .Mechanical (CMC). and Electrical (CEC) Codes. C attached list. Please submit an itemized response letter 'and two (2) gets-of.complete.an revisions clouded. Sincere/ - LINH PETE SSOCIATES ames R. Rahrick, P.P. ' Mike Bayles Senior Plans Review Engineer Plans Exam JR/MB/ag: . Enclosures: . Cc" Applicant: Bob 8 Jeanni Breen' 3613 Meadow Brook Road Antioch, .CA ..94509. Fax: (925) 777-0635 ' LINHART PETERSEN POWERS ASSOCIATES 76.10 Auburn Boulevard - Citrus Heights, CA 95610 (916) 725-4200 - FAX (916) 725-8242 - Toll Free (877) 235-0653 F:1Butte County 0150utt® PAGE 02 ty of Butte - FIRST CHECK Dn Application. No.: 03.0464 LP2A Job No.. 203015-002, following documents: :ts), &.E1.1, S1.0 through yup ✓3< Russell, Gallaway ed by Donald G. Russell, Associates, wet stamped ]3 -by Energy. Calculations vped and signed by Robert' Butte County. r comments .follow on the 'revised documents with . all Bin 1 20 0 312 03 0 1 5 -002 -PG i, doc LP'A 91n No. 1' 05/07/2003 20:25 I 9167258242 LP2A Breen SFD C 3613 Meadow Brook Road May 7,. 2003 GENERAL COMMENTS: G1. Provide the following general. information dn.the."Cover' Sheet; ( Re: Occupancy-droup(sj: R-3/1.1-1 Type of Construction: V -N Stories: One -(1) Story Building,Area: 2183 sq. ft. -(Living Area)' .961- sq. ft, (Garage) G2'. - The following plan review documents are based on the Regulations. For your convenience, the following comments California Building Code unless otherwise noted. PAGE 03 runty of Butte First Check LP2A Job No.' 2030015-002 Page 2 of the plans: ;ounty of Butte Building referred to only :the 2001 G3. Please respond in writing to each comment by marking the attached comment. list or creating a response letter. Indicate which detail, specification or calculation shows the requested information. Your.complete and clear responses will axpedite the re -check and hopefully, approval of this project. Thank you for your assistaricA. 04. Please, review, clarify, and amend the "Cover" Sheet CS, "o A1.0, "Structural Notes" Sheet S1.0, and any other code refer required to specify .that only. the 2001 California Building Mechanical 1CMCl. and Electrical (CEQ Codes (adopted b) of November 1.,. 2002) and.local jurisdiction are applicable to thi! G5.-. Please be sure to include on. the.. resubmittal. the archifec signature, registration number and expiration date on all shi plans depicting structural designed. elements] and cover st calculations. `CBC 106.3.2 ARCHITECTURAL COMMENTS: Al. Specify that all air ducts penetrating the separation' wall or ceilin living -area shall be a minimum of 26.GA. Sheet A1.1, CBG 302. A2. Please amend all code references on sheet A1.0 to'reflect the c A3. Specify the make, model number, and I:C.B.O. evaluation approved. listing) of the metal fireplace/appliance on the plans. ; -tural Notes' Sheet on other sheets, as the State of California as project. /engineer's "wet" stamp, ts. of plans [all sheets of. :ts of specifications and between the garage and Ex. 3" . codes (2001). 1.. number (or other A1.1, CBC 3102.5:1 A4. Specify that doors and panels of shower and bathtub enclosures and adjacent wall openings within 60 inches above a standing -surface and drain. inl at shall be fully tempered, laminated safety glass or_approved plastic.. Sheet A1.1, CBC 2406.3 & 2406.4 A5. Please clarify the location of the attic access while keeping in m nd that it must be readily accessible and can't be blocked by a closet shelf. Sheet Al.1, C C 1505.1: MECHANICAL, PLUMBING'AND ELECTRICAL COMMENTS:, A6. Amend the plans to specify additional receptacle outlets in the allbathroom next to- the basin (GFCI). Sheet E1.1, CEC 210-52 05/07/2003 20:25 9167250242 LP2A Breen SFD C 3613 Meadow Brook Road May 7, 2003 T-24 ENERGY COMPLIANCE COMMENTS: No Comments STRUCTURAL COMMENTS:. Note; In the comments that follow, directional references tblhe plans relates to left on the sheets, south (right side) relates to right on the s to down on the sheets, and east (rear) relates to up -on the sheets. PAGE 04 )unty of Butte - First Check LP2A Job No.: 2030015.002 Page 3 stated as. -north. (left side) heets, west (front) relates . In general, the- structural calculations, plans, and details for the subject project appear to be well presented and adequate. However, we do offer a few clarification comments as 'follows: S1 • Please, review, clarify, and amend the "Structural Notes" Sheet 1:0, calculations, and any other code references on other- sheets, as required . to' specify that only the 2001- Calif6rnla Building Plumbin CPC Mechanical CMC and Electrical (CEC) Codes (adopted ,by the State of California as of November 1; 2002) and ,local jurisdiction. are applicable to this project. S2. Prefabricated roof trusses have been specified on the Roof Fra ing Plan, Sheet S1.3 for the subject project. and prefabricated roof, truss design layo it and calculations were 'supplied with this submittal for our,reviewed. Based upon our review of the aforementioned documents - we offer the following comments' a.) Please provide a "Letter of Compliance" by the project engineer stating that the . final prefabricated roof truss design. calculations and eonfigurations have been reviewed and *e in "General Compliance'' with the -inte (of the structural design calculations -and specifications. Note: Please submit this information as soon as possible, since it -will affect the final issuance of a building permit for the project. S3. Please review, clarify., and amend Detail 7 on Sheet S2.2, as'required to show :and specify the method of providing shear transfer from the roof truss blocking. to top plate via A35 clips or other adequate shear transfer connection .hard are. S4. Please review, 'clarify,, and amend Detail 3 on Sheet S2.3, as required to show and specify the method of providing shear transfer -from the roof diaphragm down to. the wall .top plates and shear wall via shear wall plywood and edge nailing (EX) at the roof truss -top and bottom chords and shear wall. top plates. In addition,, please amend. the subject. detail,, as. required. to. shcw.and specify., gable end wall diagonal bracing member(s) extending up from -the gable end wall top• plate to the rafter ridge and/or truss•. ridge. blocking. and/or blocking, betwe en roof rafters/truss top. chords. Similarly, please provide an additional shear transfer and gab13 end wall bracing detail at theinterior shear wall adjoining. the Kitchen. & Office/Study and rear Garage wall along Shear Wall Line 2 and amend the Roof Framing Plan, 5 eet S1.3, as required to show andspecify this detail section cut callout.- 05/07/2003 20:25 9167256242 LP2A PAGE 05 Breen SFD :. C unty of Butte - First Check " 3613 Meadow Brook Road LP2A Job No.: 2030015-002 May 7, 2003 Page Q S5. Please review, clarify, and amend -the First Floor Framing Pla r , Sheet S1.2, as required. to show and specify detail section call outs related to details show on Sheets S2.1 & S2.2 at exterior (perimeter) and interior locations where they occur. S6. Please review, clarify; and amend Detail Ton Sheet S2.2, as required to specify the size of the lag screws shown, in the subject detail and provide calculations, as required to verification the capacity of the deck ledger connection.- tiptte. Ledger calculations shall be performed per the 2001 CBO', Chapter 23, Division .Ill; Part 1, Section .2316, and 1991 NDS, Sections 8, 9, 11 and 1 2, relating to bolted, lag screw, wood screw, and/or'nailed conr'iectipns (pay special attention to reduction factors. for nailed connections for penetrations less than 12 times the na I diameters) respectively. S7.. Please provide: a typical edge of deck framing detail for the west (front) Porch Deck and amend the First Floor, Framing Plan, Sheet S1.2, as required to show and specify the detail section call out, where it occurs. S8. Detail 10 on Sheet S2.1 specifies a PH02 Holdown with SSTB1 anchor bolt at each end. ,-of each wall unless a threaded •rod is specified. However,, if i not clear as to how the PHD2 Holdown and SSTS16 anchor bolt would be installed n the log wall and floor - framing configuration shown. Therefore, please. review, clarify, -and amend. and/or provide an additional detail, as required to resolve this issue. S9. Please review, clarify, and amend the First Floor Framing P14 n, Sheet S1.2 and Roof Framing Plan, Sheet S1.3 as required to show and specI4 all designated .log and conventional stud framed 'shear walls (shear wall piers)* by hear ..Wall "Type" and "Length" as reiated'to the ,lateral calculations and appropria a Log and Conventional Stud Framed Shear Wall Schedules. Note: It is a common practice and request to show all designated shear- walls symbolically on the foundation,:,framing, and/or separate sheai wall schematic.plans.by . "ype"-and "Length".: This.aidsthe. plan reviewer`during hereview of plans and calculations and, especially.; the. contractor and building ins ctor' in' the field during construction to expedite inspections and to recognize and evahj 3te modifications. In addition, please make sure that all log and conventional lud med shear wall lengths. assumed in .the calculations and shown on the plans match a ,tual available shear wall lengths and'that they result in designed�shear walls limited to a eight -to -width ratio NOT exceeding 3.5:1 (Seismic Zone 3). Reference 2001 CBC, Sectio '12315. 1, TABLE 23-11-G. S10. Related to the previous Comment S9, there appears to be & 4_5' conventional stud framed shear wall and associated holdowns along the west Garage Shear Wall Line D that is not specified on the -Foundation Plan, Sheet"S1.1. Also, based upon review of the iateral calculations, there appea s to be a 17.0' log shear wall and 5`0' conventional stud framed shear wall along Shear VVall Line 2 at north rear wall of the Garage that has been assumed -to act as one (1) 22 0' shear wall. However, should not the subject shear walls be consictered as two (2) Ind pendent shear walls for the purpose of evaluating overturning demands or maybe th 5_0' conventional stud framed wall should be neglected as a potential shear wall? 05/07/2003 20:25 9167258242 LP2A PAGE 06 Breen SFD C 'unty of Butte - First Check 3613 Meadow Brook Road LP2A Job No.: 2030015002 May 7; 2003 Page -5 511. Upon review of the lateral- calculations on pages 12 through 21 of- the project -structural. calculations, it is not clear as to whether full .or partial dead loads were utilized when calculating overturning resisting moments when evaluating shear wall overtuming -force demands. Please clarify. Note: Overturning resisting -moments for wind or seismic lo?d demands must be in accordance with the 2001 CBC,, Section 162t.1 for wind (i:e.,- only 2/3 of the dead load - may be used to resist overtuming and uplift) and the 2001 BC, Section 1612.3 for seismic (l. e., only 90 % of the dead load may be used to resist verturning and uplift): In addition, it appears that wind load demands govern the de ign of 'shear walls 'in the transverse westleast .direction and holdown requirements for shear walls along Shear Wall Line 2. (north rear) and:: Shear Wall Line 3 (south fron) of the Garage are not ,specified on the Foundation Plan, Sheet S1;1 and First Floor F aming Plan, Sheet S-1.2. Also, it appears that the calculated shear wall unit shear and h (down force demands for the two (2) short 2_0" long shear walls along' Shear.Wall Lie 3 (south front) of the Garage are quite high with a final design resolution undefined i the, calculations. Note: The subject shear walls are dimensioned as 2- walls Sheet S1.1 and appear to be. specified as SW22x7x6 Simpson the holdown force demands in the calculations appear to e specified .Simpson Strong -Walls. -Refer- to the 2003 - Simp Simpson Strong -Wall Schedules on pages 32 & 33, sub -note relating to the Allowable Vertical Loads Schedule on page 31_ Therefore, please review, clarify, and amend the overturning walls, where applicable, to comply with.the. appropriate .code. req appropriate Foundation Plan, 'Sheet. S 1.1, First Floor -Framing R Framing Plan, Sheet S1.3, . and � any: associated .details, where specify all shear wall and holdown requirements.- • SOIL/F.OUNDATION COMMENTS: on the Foundation Plan, Strong -Walls. However, need allowables for .the ,on Strong -Tie Catalog, #10 & *,respectively, alculations for all shear irements and amend. the in, Sheet S1.2, and Roof applicable, ..to..show and FD1. Please review, clarify, and amend Detail 5 on Sheet S2.1, as required to specify that the top of footing or pedestal portion of the footing (if utilized) shall extend a minimum of 6" above the ground within %the crawl space or 'a minimum ,of " above the- ground at. exterior grade conditions. 2001 CBC, Sections 2306.5 & 2306. FD2. Please review, clarify, and amend the Foundation Plan, Sheet 41.1, as required to show and specify detail 'section call outs related to details show o Sheets S2.1 &'S2.-2-- at - exterior (perimeter) and interior locations where they occur. If you have any questions regarding the above plan review comments; James R. Rahrick, P.E. (Structural) or Mike Bayless (Non-structural) a 8:00 A.M.'to 5:00 P.M—.p M -F. [END] (916) 725-4200 between BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP042494 B. C. Building Permit 01-16-04 pq 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: APN: 027-040-084-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. -7907y,, � Site Address: 37 POND LN PAL License Class : License Number: 1 ,VIEW r Date: �s O Contractor: Map Index: oc Description: CONVERSION DECK TO SUNROOM(160) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BREEN FAMILY LIVING TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a BREEN LOUIS ROBERT & JEANNI MAE TRS signed statement that he or she is licensed pursuant to the provisions of 3613 MEADOWBROOK RD the Contractor's State License Law (Chapter 9 commencing with Section ANTIOCH, CA 94509 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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: BREEN FAMILY LIVING TRUST Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 160 S.F. Policy#: Valuation: $10,400.00 Census Code: OL—I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith co ply wit hose pr�sions. /// � � q,9669 v Date: Applicant: A ll/ WARNING: Failure to secur 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 attorney's fees. CONSTRUCTION LENDING AGENCY This per it i hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolu' n to do work i d ated ve f which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: Name: PERMIT EXPIRES ON: v Address: e ❑ 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. 1 hereby certify that I have read this application, that the above information is correct, and that I am the owner o he my authoriz agent of the owner. I agree to comply with 6f Butte County. I hereby all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance an official form or cument authorize representatives of Butte Count upon the above mentioned property for inspection purpos tenter Print Name: k I Signature: f �1 c J Date: V EI owner Contractor ElAgent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pq 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER t Name ,( 6 e irst Name een City Fax A es Zip Cit Type Const. at -mail n /'i Cl Planner e - l Q 2 Fax -mail Address APPLICANT NAME CONTRACTOR Name ,( 6 Address a Ly)- City Fax State Zip Phone Type Const. Fax -mail Map Book /'i Cl APPLICANT NAME ARCHITECT/ENGINEER Name City Address FZ' City Fax State Zip Phone Type Const. Fax E-mail Map Book State License Number APPLICANT NAME Name Address City State FZ' Phone Fax E-mail APPLICANT SIGNATURE X For office use only: . Zoning ��/ "�' Flood Zone SRA Y No Occ. 3 Type Const. Subdivision Name Policy Number Map Book Page Lot # Planner Date Approved: PERMIT 0 � Zhu R,4 BP O Sq. Footage l61 OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of ❑ Structure Built withduf Permits O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for whicha 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 otherApartment costs are not refundable. Received 4 ount: !� Bldg SRA Receipt#: O�/V(Q SheriffSMIP J, Other R, Total REV 7-27-04 1c LOCATION API ��/ "�' Pro a Address City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Sq. Footage l61 OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of ❑ Structure Built withduf Permits O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for whicha 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 otherApartment costs are not refundable. Received 4 ount: !� Bldg SRA Receipt#: O�/V(Q SheriffSMIP J, Other R, Total REV 7-27-04 1c SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INIC ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie"down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). 1-19. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which 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 merunas 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. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS113IdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 •*Y�"'�~ -Tr �A. �.5 �'�.F.,A 4 14 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: `/ }f a , Tel m l /L'1 L f U70;i' ASSESSOR PARCEL NUMBER ul p-) Proposed Building Use: D5 --r Counter Technician: r" Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. jb- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. J$5- 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. p� 6! Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings e# ❑ 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 ❑ Chico 0.Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ Erosion Control Plan Required....................................................................... ...... 22. Cee of Chico Plumbing the attached Schedule of Fees Due Sheet....ZSCh.c t�,1.... r.�� �� � O� permit ........................................................................ 0 City �2) California Department of Forestry plan approval ❑paid. Sent by: ............. Planning approval (A) Use:CC (B)Parking: (C) Parcel Check: / D ❑ Contact Land Development about - Improvements, - Drainage ......................... !0- 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept.....,' .................... ❑ 28. Pre -Inspection for required....... ❑ - 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31 -Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. 0 ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... 37. ❑ Gr9t Deed,, ❑ M.H.�itle/Stnatement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. Other 10 ❑ 39. Other: When issued Telephone- 30 S-3 (°-vii i, L;and bold for pickup. cell I have been infolmed of the alb veeitems andrequirements for obtaining a building permit. )MI11 �� ate: e, ❑ mail, ❑ counter, by Lo e, ❑ mail, ❑ counter, by s approved by: tural approved by: Yellow: Building Division r Applicant: / 1wU YYI.C�t,! 1. Index permit application for a above items numbered: 2. Additional items requi d Contractor, designer, 'a: was advised of the above data by on Contractor, designer, wne ,was advised of the above data b 0 phon Plans reviewed by: Date: - (o • Plan Structural reviewed by: Date: Struc Note transfer by: Date: PI Check Letter!' Date: ' 7' Date: � S Date Date: Fes,,,•—.,.�:� �, TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance e. ul� sE ONLY Slot Plan Attach d Floor !flan Attachad Sant to S.O. IN -41j Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Pr' to We1N Clearance for dweilina. Other oa(k P1 `�{L.�Y3n� ��13k-M ,,, Hold final for: Final clearance O.K. for: NOTE: Environmental He 8/96 Specialist q. du Date 0/v COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER el_JFMbIcy Llf/. 1 fus?L A.P. # Z PROPROSED BUILDING USE T ('ice` ,r11 l�/► 1')'j DATE 27% (�Y RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan ChgC (/Z4{� ,�Q (,Q 6 • ghc/ff- 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $P-QMaid at Building Division) Olo''AS 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ AIC D F -a?, 5 64 7P Sq. Ftg. Amt. 10. OTHER $1,6,4 --64V. At time of permit ftication, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed g the plan ch ng process. APPLICANT DATE Pursuant to Government Code Sectio66020, 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 approva of the projector from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) "itrc viZV Department C o u n t y J. Michael Crump, Director of Public Works o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan _(SWPPP),Acknowledgement [LESS THAN 1 ACRE1 Project Description: �B eff� c)n 4o 5jaroQIi Project Location and/or Parcel Number: A�* d,;? t7 ""�'Y� �J By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided byl—aw, Signed:.y �L Title: C Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Orovl((c Building Department No. A.P. Number Jurisdiction: City ®County Property Owner Property Location/Address Subdivision Lot No. Residential Development E Q No o living Mobile Home Units Installation Commercial/Industrial 0 Q New Addition Building Department Representative District Identification. No. (Street Address) ..............................................................:...................................... Sq. Footage Add�ition/•Supplemental to G� (Group R) Conversion Permit # *(No foundation Inspection) ............................................................................................. _..... i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) . 10.7.0 Date School District certifies that (Applicant) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. School District Representative by payment of $ 2926 $ FULL MRIGATION $ Date Paid by Check Remarks: 1 V evY - -to C 6Wh /—"JU—L— �-r��,� e e ►� na dam,' ,hsdQ�r-�-� � d��.l�, a�-- �. 6� �.n.���d�. No0ce: You may protest the Imposition of the fess identified above by submitting a written protest to the District, In compliance with Government Cods Section 66020(a), within 90 days from the date fen are paid. Failure to submit a timely written protest will'prohibit you from chal"Ing the Imposition of the hes In any court adlon. K, subsequent to the School District Representable signing this Butte County Schools Impact Fes CMHicatlon Form, tiw School District Is will lMd by the applicable Local Planning Agency that this poled Is being reviewed under the Ceilfornis Environmental Quality Ad (CEQAh this prolsA may be subject to additional school fess to fully rmltipate.its Impact on the school disbid'a schools. White (applicant), Yellow (building department), Pink (school district) feeformads (10/03)dmm BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 1 School District ...Building Department No. , A.P. Number Jurisdiction: Q city County Property Owner Property Location/Address Por Yq VieA0 Subdivision Lot No. Residential Development No of Living Mobile Home Units Installation Commercial/Industrial New Addition Building Department Representative District Identification No. .................. . ................. ..................... v ...................................... Sq. Footage Addition/Supplemental to (Group R) o4 Conversion Permit #/ -0177 *(No foundation Inspection) ....................................................................... ! ..................... . . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including EAerior Roofed Areas) ./0-1W Date School District certifies that (Applicant) (Street Address) (Phone Number) (City) has complied with the requ ments of Resolution No. representing School District Representative square feet. (State) - (Zip Code) , by payment of $ JAB 2926 $ UFULL MMGATION $ Date Paid by Check,# Remarks: OP -1 ckydj 9N_4� Cji Oevk � Cc;rL6`c /CJ C._. An w Al -1-OT _rr 1 72 r Q IC CI- I L -J—. -.3 611 Ae�k C or 1 cc 1-1-1 7 /t _,ru LA -A 0' -{Gw --4'0'i7A - 'i' - J Nodes: You may pmtsdthe inWmttkmalthe fess kkm.0 ad above by submitting awittlen protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date lass are paid. Failure to submit a timely written protest will'promblit you from challenging the Impositton of the fen In any court action. If, subsequent to the School District Representative signing this Butts County Schools Impact Fee CartIftstion Form, the School District Is rhotttlsd by the applkabls Local Planning Agency VW this project Is being mvW&vd under the California Environmental Quality Act (CIEQA� this project may be subject to additional school fen to fully mItIgate.ft Impact on the school dhrbkft schools. White (applicant), Yellow (building department), Pink (school district) feeform.)ds (10/03)dmT BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM Y (One form per Building) Yr`• School District i E J i G v I ! i Afy ✓ Z' 1(L� ' Building Department No. J A.P. Number Jurisdiction: City County r r r� y, 4{' 14 Property Owner "F5 Y -e e,.Y-) Property Location/Address i Subdivision Residential Development , © Q No of Living Mobile Home Units Installation Commercial/Industrial Q New Building Department Representative District Identification No. Lot No. Sq. Footage Addition/ 'Supplemental to q (Group R) Conversion Permit # F7 _U I *(No foundation inspection) :............................................................................................. _ _... i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage Addition (Including Exterior Roofed Areas) -70 Date School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) . has complied with the requirements of Resolution No. t representing square feet. by payment of $ 2926 $ FULL MmIGATION $ School District Representative Date Paid by Check # Remarks: f`>�y iC :( }..G �% f-?::. YYt. 'r'i v:'•'Yi fd -i .� C > ' tfr�(-�.e�.'il,-� gaft nlrCr !_ (c.Cir;<.,�.i{a:%e ` �F%✓l. �/�e?j J(+ L�l� l.£, tf. LGII..�!'(� r�.Si'�'•`/�."v^; r( '�Q�'/(rn �t`'" tc d f^t dMi/mac/ice V j Notfes: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, In compiler with Government cods Section 66020(a), wHhdn 90 days from the date fess are paid. Failure to submit a timely written protest wlll'prohiblt you from rilmal1lenging the Imposition of the hes In any court action. j N, subsequent to the School Distrbt Representative signing this Butte County Schools Impact Fee Certification Form, the 8CIr001 Distrkt Is rrWill by the applicable Local Planning Agency that this project Is being rovNurod under the California Envimun tal Quality Act (CEQA), thle p al A may be subject to additional school fess to fully nrltlgdo. he Impact on the school dWbkft schools. White (applicant), Yellow (building department), Pink (school district) feeform.As 00/03)dmm E BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 6 f Building Department No. A.P. Number Jurisdiction:city A 4�� County Property Owner 1MI A)L4LU-10-0 '7a) -S -7L Property Location/Address Subdivision Residential Development No of Living Mobile Home Units - Installation Commercial/Industrial Lot No. ...................... . ...... . .......................... s ... . ................................. Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # A *(No foundation Inspection) ...................................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification No. 050222)1 I i ' fL School District certifies that ME has complied with the requirements of Resolution No. representing leo sqUare feet. School District Representative - Sq. Footage (Including Exterior Roofed Areas) C— ) Date (Applicariv Y117) (Phone Number) q0 &749 , (State) (Zip Code) W-90 by payment of $ 2926 $ FULL MITIGATION $ Date Paid by Check # Remarks: k Notke: You may protest the Imposition of the ton Identified above by submitting a written protest to the DistrIcL In compliance with Govsmmirrt Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will'prohlbit you from',ichsllenglng the Imposition of time fees In any court action. N, subsequent to the School District Representative signing this Bull* County Schools Impact Fee CertIftation Form, the School. Dlirtrid Is notified fey the applicable Local Planning Agency that this project Wbelng rwvWN*d under the California Environmental Quality Act (CEQA), this project may be subject to additional school fess to fully n0gale.ft Impact on the school districts schools. 'White (applicant), Yellow (building department), Pink (school district) feeform.* 110/03)dm.m I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATIORANQ,PERMIT 0694r ASSESSOR PARCEL NUMBER 027-040=-84 AR -5 ZONING BUILDING PERMIT OWNER BREEN BOB & JEANNI 925 TELEPHONE 757-7102 SQ. FT. OCC. BUILDING VALUATION 2183 R 117,882.00. . OWNERS MAILING ADDRESS 3613 MEADOWBROOK RD. ANTIOCH 94509 1184 U 21,312.00 CONTRACTOR'S NAME ROLANDS CONSTRUCTION TELEPHONE 877-5699 806 C. 10-478.00 CONTRACTORS MAILING ADDRESS 5581 FOLAND RD. PARADISE 95969 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 149 672.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 814.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Ch in Fee $ BUILDING ADDRESS POND VIEW LN. OROVILLE Energ Plan Checking Fee $ 23.00 $ PERMIT FEE s 1386.93 LAT NO. 3 SUBDIVISIONS NAME IPM _ PARCEL MAP L MBINCa PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other X SPECIFY Each T 7.00 77.00 S a eat um water heater 23.00 Wa r pip ng 15.00 15.00 ch as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑k Describe Work: EI y Gas piping stem 1 - 5 outlets 15.00 Buildin sewer 15.00 1$.00 Mobile Home S G W @20.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Filing Fee 20.00 OOV OR LES Main Seryice AORLESS 23.00 3.00 LICENSED CONTRACTOR'S ,OffLA A I N I hereby affirm under penalty of perjury that I am 1 en r rovisio s of Chapter 9 (commencing with Section 7000) of Div' 1 3 f t siness a Pro ssions Code, and my license is in full uforce and effect. License Class ,�7 / 4 Lic. OWNER -BUILD E DEC ARATION I hereby affirm under penalty of perjury that I xempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employ s with wages as their sole compensation, will do the work, and the structure is of intended or offered for sale. ❑ I, as owner of the property, am excl sively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' CO ENSATION DECLARATION I hereby affirm under penalty of p jury one of the following declarations: ❑ 1 have and will maintain certificate of consent to self -insure for workers' compensation, as provi d for by section 3700 of the Labor Code, for the performance of the war for which this permit is issued. ❑ I have and will malntai orkers' compensation insurance, as required by Section 3700 of the Labor Cc for the performance of work for which this permit is issued. My workers' comp sation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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'HqZ. compensation laws of California, and agree that if I should become subject to the/ workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit ply with those provisions. X Date Sign ture of Applicant - Owner KContractor ❑ Age An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 46.00 CCU000A NEW CONST. ( DWELLING occuP. 3.5QS° . $5 O AD BILDS. �` 1 CONST. MULTI-OUTLETACC. =RESID. CU @7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL Q .50 Ex. Occup. ouriErsg='.°ERa 5.00 Temporary Service 23-0023.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 160.85 MECHANICAL PERMIT Filing Fee 20.00 Heating 20.00 Cooling Hood 6.50 Ventilation 2 4..50 9.00 2 GAS FIREPLACE PERMIT FEt $ 110.58 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 TYPE��(I TOTALFEE$ 1861.28 IOCCCONST. o. FTEs I� D.7ES FXD �F .pgRCEL pp/ HD ISE This permit is here y issued under of Butte Cou Code and/or ind' at a fo vKjiich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Da V14' 7 �� Det ReceiptNo. 370122 /$632.43 376462/$1228.85 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . TY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN DIVISION County Center Drive • Oroville, California 95965 • Telephone (530) 6-7541 - PEAT No. APPLICATION AND PERIAIT PAF1=NW8M%a ��U O =nr"N0 r BUILDING PERMIT . l SO. Fr. OCC. BUILDING VALUATION - rucM ion lam` ,6 6t 1 ) -- C ,l n . MIM MCs:s MA= AWN= Fireplace Total Valuation $ Co Id P,=C CT OR aMEER °ZEM "a Firm Fee 20.00 S=C= on emESM MAAM AM= Permit Fee S ) Plan Chacbno Fee S =NMADORM G ( zz Energy Plan Checking Fee S a — S PERMIT FEE I S DTA 3 su=m WAM tj —, g'3 _ LA Q PARM MAP PLUMBING 'PERMIT Filing Fee 20.00 USEOFSTRUCTURE i 2 A C' . Each Trap • . ill 7.00 Duplex D Mobilehome O Other Solar or heat water heater Water poing 23.00 15.00 Each es water healer or vert 15.00 'TYPE OF WORK Gas - 5 outlets 15.00 Ne Addffion O Remodel D Uf�6es O O Other O Buildin sewer 15.00 Mobile Home I S I G I W @20.00 Describe Work PERMIT FEE S �— ELECTMOAL PEMfT Hing Fee 20.00 Mein Servi: a °n 2s.0o F LO-L>=sd� X 39 g S� Mein senir� =a To s�► asoo ccwm ORAmmm A A= 3-5 rEa� (�low 94= WOWL 1 @Iso E� L.0 m *PERMIT FEE ?AM $ Nb Sm $ (1 Mss SktnFF $ $ He $ Ca / Ho l "u An vemal `r AAkbVNT RECEYmob P- PEmhmrT FEk S Mobile Hamm Installation Fee $ 110 .5� Energy inspection Fee S eaxst TWE TOTAL FEE This perm@ is hereby issued under the applicable provisbns Of the Butte County Code and/or Flesohrtions to do work Indicated above for which fees have been paid By . Date Re=eipt! o PERMIT EXPIRES ON W7irTE•r1.� i.B G C�6IIlRY-�.SESSOR PIMG-1!�a^PcCiDR GOLD'cNRDD-APPUCAIQT main) Ou= OR FA'mam Hama Fact 1,64— • . PERMIT FEE 1 $ PERMIT I Filing Fee 20.00 6.50 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 9595 Phone�(530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 2 / OWNER: -'' ASSESSOR PARCEL NUMBER Proposed Building Use: JU Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR mqfked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedy the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. rngineered truss details and layouts in duplicate. No faxes!—',* Z51 IC Energy compliance design and supporting documentation in duplicate. anufactured homes: (A) Data sheets and installation instructions, (B) Marriage lme 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. Date Received By 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... r ❑ 12. Hazardous Material Form................................................................................ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) S14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ............................................ Sanitation and plot plan approval from the Environmental Health D4Par t in U �3 ❑ 7. City of Chico Plumbing permit ............................. ............... 18. California Department of Forestry plan approval 1�'paid. Sent_ by:.................. ❑ 19. Planning approval for (A) Use: C� K (B)Parking: (Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... VgVI. 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 ............... 428. / Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... . Letter of Signature authorization.:.................................................................. _ Recorded copy of Agricultural Acknowledgment Statement .................................... . Manufactured home utility clearance...........................................................;..... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of t ,above items a d requirements for obtaining a building pe mit. 4 Applicant: Date 2 w 1. Index permit application for the aboveitems numbered:. Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above databj%,•'b ,phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above*data by'•:❑, phone, ❑ mail,_ ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: -Date: Structural approved by: Date: Note transfer by: Date: �lm Yellow: Buildi d Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPO D BUILDING USE ILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ SCHOOL DISTRICT FEES �C� 1Lg (paid at District Office) (Available after Plan Check) -SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Udits Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 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.#U6 •� '�" DATE ' UZ RECEIPT # DATE REC. 3-7 6(4 (o2- 5- (2- C5 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. 02"(43,L10-1 DATE '2 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) i SITE PLAN REVIEW APPLICATION Date: AP# Permit Number (if apDlicable) APPLICANT INFORMATION Parcel Size: S 1) A L Owners Name: Ce: 6) CS rJ Owners Address:J 13 ala �O 1� fLp� IZ 6'� .7� AN -11 p H 9'I S O 9 Telephone No.: �`�5 % 57-7� O 2 �'7') — 5 49 Situs Address: p wi L) \0 Evj 2-1 Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ffil Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval JE Site Plan Stamped Approved By Date Pagel of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: If ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attach d) • Flood Zone: i • Flood Panel No.: Owl & S b Index Date: LA—`2-0-' 0?� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------__. ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: AR Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side C 11 D Side Street Rear 1 `?] d Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 l Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) ' Amount ' Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of 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: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: —El Meet Parcel size required by zone F1Meet current Environmental Health Department requirements Page 3 of 5 r P3 Subdivision Map/Parcel Man: Map Date of Recording: -� Lot: ❑ Use Permit/Minor Use Permit Permit Number: P V.., Book: 0 eS Page: H Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval- ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 x 0 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 June 27, 2003 County of Butte — SECOND/FINAL CHECK Jurisdiction Application. No.: 03-0464 LP2A Job No. 203015-002 Mr. Michael Vieira County of Butte Department of Development Services 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Breen SFD — APN # 027-040-084 Address: Pond View Lane Palermo, CA Dear Mr. Vieria: Linhart Petersen Powers Associates (LP2A) has completed a second/final review of the following documents: Plans: Two (2) revised copies of Plan Sheets CS, A1.0 through A4.2 (6 total sheets), & E1.1, S1.0 through S2.3 (8 total sheets), T-1 & T-2, last dated 5/19/03 by Sierra Design Group & Russell, Gallaway Associates. Note: Sheets S1.0 through S2.3 are wet stamped and signed by Donald G. Russell, P.E. (#58201, x 6-30-06). Structural Calculations: One (1) revised copy dated 6/10103 by Russell, Gallaway Associates, wet stamped and signed by Donald G. Russell, P.E. (#58201, x 6-30-06). One (1) copy of a "Letter of Compliance" for review of the project Prefabricated Roof Truss Design Calculations, dated 5120/03, by Russell, Gallaway Associates. 3. Title 24 Energy.Compliance Documentation: Two (2) copies dated 1/23/03 by Energy Calculations Services on Sheets T-1 & T-2 of the Plan Sets. 4. Prefabricated Roof Truss Calculations: One (1) copy dated 2/18/03 by Trojan Truss, wet stamped and signed by Robert C. Anderson, P.E. (#17180, x 6-30-05). One (1) copy of Supplement Roof Truss Calculations, dated 5/28/03, by Trojan Truss, wet stamped and signed by Robert C. Anderson, P.E. (#17180, x 6-30-05). These documents were reviewed for their conformance to only the 2001 California Building (CBC), Plumbing (CPC), Mechanical (CMC), and Electrical (CEC) Codes. We have no further plan review comments. Therefore, this plan review is now recommended for "Approval". Note: Per our telephone conversation with Mr. Michael Weira, County of Butte Department of Development Services, we understand that his office has the original prefabricated roof truss calculations and will approve them in-house based upon our initial plan review of 5/7/03. Enclosed for your use are the above listed documents that were reviewed and now bear the "LP2A Plan Approval' stamp on all appropriate sheets and documents. If you have any questions, please do not hesitate to contact us directly. Sincere PETER$E)O,P"0WERS)AS8-0CIATES James R. Rahrick, P.E. Senior Plans Review Engineer I_1B Mike Bayless Plans Examiner LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 FlButte County 0150utte County 20031203015-002-PCF.doc LPZA Bin No. 1 A w SIEI SIGN GROUP 06/04/03 Plan Check Comments LP2A Job No.: 203015-002 Dated 07/26/02 County of Butte, CA Re: Breen SFD-APN#027-040-084 Pond View Lane Palermo, CA. Plan Check Official: PLAN REVIEW APPROVAL R E C E I V E D JUN 2 7 2003 UNWI PSERSEN POWERS ASSOCIATES JUN 15 2003 UNH E�_ g� The following is a list of responses to specific Architectural & Structural items of the aforementioned project dated, May 7, 2003. GENERAL COMMENTS: G-1 Information piovided on sheet CS. Amended Architectural Notes sheet A1.0 and Structural Notes sheet S1.0 to reflect 2001 California Building (CBC) Plumbing (CPC). Mechanical (CMC). and (CEC) Codes. dElectrical l applicable structural designed elements provided with engineer's wet stamp. Y ARCHITECTURAL COMMENTS: -.k1'—Added note to sheet Al. 1. .,,-A� Amended all code references on sheet A1.0 to reflect 2001 CBC. Added note to sheet Al. l referencing all needed info to Fire Place. '"All applicable windows and doors noted as "Temp." on sheet Al. l or noted on sheet A1.0 "Architectural Notes" under Glazing. Attic access moved to near by hall way due to interference of closet shelf. See Floor Plan sheet A1.1. MECHANICAL, PLUMBING AND ELECTRICAL COMMENTS: ,A��Added GFCI receptacle in hall bathroom. See sheet E1.1. STRUCTURAL COMMENTS: Amended all code references on sheet S1.0 to reflect 2001 CBC. Sierra Design Group 3650 Morrow Lane, Chico, California 95928 530-899-2945 530-899-0688 fax (email) sdg@sierradesigngroup.net www.sierradesigngroup.net f P Wf • rtk � � f��. �� rid �'� �` � ass xr SIERRA DESIGN GROUP PLAN REVIEW APPROVAL JUN ee RGA comments. `2 7' 2003 , S�See RGA comments. UNMRT PETERSEN POWERS ASSOCIATES X5< See RGA comments. } ,,$- AAmended First Floor Framing Plan, sheet S 1.2 to reflect related details shown on sheets S2.1 & S2.2. T' -Amended Foundation Plan, sheet S1.1 to reflect related details shown on sheets - - $Z If you have any questions please call 530-899-2945 between the hours of 7:00 a.m. and 4:00 p.m. Monday thru Friday. Thank you, Mike Maran Sierra Design Group Sierra Design Group 3650 Morrow Lane, Chico, California 95928 530-899-2945 530-899-0688 fax (email) sdg@sierradesigngroup.net www.sierradesigngroup.net RUSSELL, GALLAWAY ASSOCIATES May 20, 2003 James Rahrick Linhart Petersen Powers Associates Re: Plan Check # 203015-002 Breen Residence Dear James: PLAN REVIEW APPROVAL JUN�2 7 2003 UNNART PETERSEN POWERS ASSOCIATES This letter is in response to your plan check of the Breen Residence. I will describe the correction or explanation for each comment which I have responded to: Please see attached letter of compliance. See detail 7/S2.2, the shear transfer will be provided by A35's @ 4'o.c. S4:' See detail 3/S2.3, shear panel has been added along with E.N. to transfer she from the roof diaphragm to the shear wall. Detail 2/S2.3 has been modified and called out on sheet S 1.3 to show the shear transfer between the kitchen and garage. The lag bolt size is ca led out in the lagging notes on sheet S4.I Please �seeadded calc page 5B for the lagging calculation. '7 Detail 5/S2.3 has been added to show this condition. s=S--8-: - -t Detail 10/S2.1 has been modified to clarify the attachment of the PHD to t e SE rim board. 1.-99: Calc pages 16 — 21 have been updated with proper wall lengths'and the walls have been marked on sheets S 1.1 & S 1.2. The 4.5' wall on grid D has been added to the plans and the 22' wall has been broken into a 17' log wall and a 5' stud wall. Calc pages 16 — 21 have been updated to show this change as well as sheets S 1.1 & S 1.2. � S=1=1x:V" The partial dead loads are used for overturning. This is accounted for in the spread sheet, please see attached example calc. HD's have been added to the grid 2 wall on sheet S 1.1. The grid 3 shear walls are Simpson Strong Walls which have the appropriate HD pre -attached. The design of the grid 3 walls has been changed to 2'-8" and the wall height changed to 8'-0" (the size of the Simpson Stj"11-1- ry lts in a design uplift of 7.68k and an allowable uplift of 10.79k. I ru JUN 1 5 2003 1 � —2— May 20, 2003 FD 1: -Please see revised detail 5.52.1 to show the minimum dimensions from top of footing to grade. If you have any questions regarding this response or any other issues with this set of plans, feel free to call or e-mail at: (530) 342-0302, bob@rga-chico.com. Sincerely, i Bob Clark Project Engineer f l PLAN REVIEW APPROVAL t JUN' 2 7 2003 UNHART PETERSEN POWERS ASSOCIATES I � A JOB r3 r� JOB NO. 6z- oq5 BATE o / o 3 CAT f-'YT]r A rrYnXT nU I . - from the design desk of PAGE NO. ENGINEER RUSSELL,'GALLAWAY ASSOCIATES May 20, 2003 James Rahrick. • Linhart Petersen Powers Associates _ PLAN REVIEW APPROVAL Re: Plan Check # 203015-002 Breen Residence JUN' 2 7 2003 Dear James: UNNART PETERSEN POWERS ASSOCIATES This letter is to confirm that we have reviewed the plate truss layout and calculations for the above mentioned project. The, trusses are in general compliance with the structural design of the structure. If you have any questions regarding this response or any other issues with this set of plans, feel free to call or e-mail at: (530) 342-0302, doctord@rga-chico.com. Sincerely, Don Russell Project Engineer . It . s RECTI VES, JUN 1 5 2003 7W-4-7' wru, s 7"7 /t,�vc s eit%s /fi2� �vAojaM PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, corie and legible. it may cause a delay in processing. Owner's Name: a Received By: Date: o� �o -o A.P. M oi� -off _0 -Permit M Time: q�o ContactPhoneNumber—T'? 7_-��C/ � ��Q ���i� ) Purpose of submittal: 0 Permit Application Data Item 0 Engineering E3 Plan Revision ❑ R'e'ted by Building Inspector or CorrectionNotice - Inspector's Name: /RequedByPlaa'sE'xaminer-ExamineesName: j/, 0 Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings ani stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly sho'y changes t)rot*sed and locations involved. ........... When Approved, Process as Follows: 13 Mail to Owner at this address: 13 Mail to Contractor at this address: 13 Call and hold for pickup at the E3 Chico Office 13 OrovWe Office 13 Deliver with neat inspection. Revised Plan Check Fee: 0 S46-00 Receipt #: 0 Additional Fees Not Require( Additional fees may be due based upon complexity and time involved to process this submittal Additional Fees: Receipt f: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 �.D ev�c--P� 2003-002 1 -Z 1 6 Recorded Official Records Count,Of 8U!'r;: CANDAC: J. lRIBBS Recorder ROSEMARY DICKSON Assistant 03:4914 07 -Apr -2003 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 7.00 COPIES 2.00 Kathy Page 1 of i Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations ilii iliuuig; viii clot :un-Acu-io CuRivaiiun, plow 111g, spraying, pruning, and harvesting which occasionally generale dust, " smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Paree1 3 ` p i4lr%tl/es o�i'� ������ .�" a.xws' ?mak STT /Ge 0 123)C° //7" F 71 Date ?�03 State of Cal^i-f_o_rF�l'a County of CD X GOsrq On personally appeared / /71, p If knew4e-rt(o� proved to me on the basis of satisfactory evidence) to be the perso s whose nam ) Lir subscribed to the with i`r instrument and acknowledged to me that lie{ executedttee same in authorized capacit) nd that by his signatur n the instrument, the person ( s).,r the entity upon behalf of which the person ted, executed the instrument. WITNESS my hand and officials <- .. &WJ;-JU SUii1P Signa - Seal: _n A.P. # 0?7 -ofV 4 ay MIAO-JU SLIMP Commtsslon k 1258179 Not" Pubft - Cofifomta � Z Contra Costo County l ` MyComm. E oresMor25.2004 �. Illlllillllll111111111111111111111 AND WHEN RECORDED MAIL TO: 1 BUTTE COUNTY BUILDING DIVISION 10 10 716 7 COUNTY CENTER DRIVE Recorded I REC FEE 7. @@ OROVILLE, CA 95965 Official Records I COPIES 2.00 Count Cif I aura._ I »� CANDAC-F J. 6RLIBBfi- 1 Recorder I 3 ROSE14ARY DICKSON I AssistantI Kathy 03:401,M 0-/-.pr-2003i Gage 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County. Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations 111lhL1U111 , UUl ilUl Iiir:iieu io �uiiIVdiivi'Y, plowing, spraying, pruning,. and 'harvesting which oc(;asionaiiy generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfortfrom normal, necessary farm operations. All that real property, situate in the County of Butte, State of California, described as follows: Pareell ;� � F 5 h,� a� r•�ay -tp �' �`>OGz� as s�vu�vu ons 744 c�`TQ�yt �/o`v�ce %,Nub/� /�ccaro/�c!-af. t`c dflce o A)e /`C u?�` A � v4z GOiCr2 � ®% DGLiL ,� )" W ��rU/`i Gt I �K- , 2,Z Date T' State of Cal^ifor�is County of l wmq ('Os77 On 3 /d- 1,016k . --;-VV3 �wb6: personally appeared / /,V. ouo k. o proved to me on the basis of satisfactory evidence) to be the perso s whose nam ) ar subscribed to the with ir Instrument and acknowledged to me that HVMWWPexecuted Xe same in el authorized capacity and that by llis die signatur n the instrument, the perso (s) r the entity upon behalf of which the person" ted, executed the Instrument. WITNESS my hand and official seal„ /-) LL Signa — Seal: ;;�"�. :.::_ f,`1 , • da A.P. # 0� 7 -®yd- 44R : ; gg a a �;�/ r. �+?2.�* i�,>,ii r,:*�.� as.�� s n S'�u si;+Zm:::c.: ,r•:�.u=s,,,_,.�,, • �� . MIAO-JU SLIMP ComrWission # 1258179' '-e Notory Public - Cofifosnia �`"x Confm Costa bounty " SITE PLAN REVIEW APPLICATION Date: Z(/Q -5- AP# Q 7.0 L/© - O rY Permit Number (if applicable) Q 01 9 APPLICANT INFORMATION Parcel Size: Owners 1`Y ame: —i7p i " UA Si— Owners Address: Telephone No.: . Situs Address: Proposed Use: • 37 & d cne1(10 Residential ❑ New Single Family Residential Single Family Addition �' eoyr ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ......... F] Temporary Mobile Home (Aunt Minnie) t 4 F �� ❑ iTemporary. Travel.Trailer ❑.:1Vlulti-family _._-.; "_,:.Noxi -residential New Commercial' ❑ Commercial Addition ❑ ' New Industrial " ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 10 Site Plan Stamped Approved' By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements) l q�'� Expansive Soils (Test for expansive soils and if verified proper foundation design required) r� J SRA - (CDF to determine specific requirements) . ❑ 100 -Year Flood Plain: (Seattached) • Flood Zone: • Flood Panel No.:GQ Index Date: a 04 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------- --------- ---------------- --------- --------------------------------------- ------- ❑ Detached Building Use Form ❑ Encroachment -Permit ` ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: —� - - - Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 T Zoning Code Streets & Highways Fire Prevention Subdivision Map Front oZD 1 Side Side Street Rear /O Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 T Applicable Development Fees: Standard Fees ❑ Fire . ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount `. Formula -------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: :.. ...., - Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of 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: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel F❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance M. Obtain a Merger ❑ Obtain a 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 Environmental Health Department requirements Page 3 of 5 K Subdivision Map/Parcel Map: Map Date of Recording: 7 7 Lot: 3, Book: ❑ Use Permit/Minor Use Permit Permit Number: 6.3 Page: qd Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission " requirements of the California Clean Air Act of 1988, as amended. _ ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El ■❑ Page 4of5 4 .y 0 n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 :a V Jvp Jp0$S Q IIIQ����opi �'f►. Q Q �1v lza •tovBX � � Sika 14 of z N J,°`° � Qa .. 4,4,� Jul Yp�a` CN W m fi \ e, n a),Lp •9tEl .7�T4,A7,CN ," •- ,bitiu�i a�Zo�b,/oN-%9 Q � W 1 4 pb RRR �V Q� 3N1�/ tYd f b�W � � e a" • i ON�WW W°� • � 1 V' a}. j 32�O��yR kyQIN WR Applicant: Breen, -Bob Permit 03-0464 Project Type: NSF APN: 027-040-084 100% 70% Plan Check Fees $ 534.23 $ 373.96 $ 534.23 $ 373.96 LP2A Fee $ 373.96 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Butte County Department of Development Services QST tF YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 CDU (530) 538.7601 Telephone Nco ty (530) 538.7785 Facsimile O TO: LP2A ' FROM: Scott Rutherford (530) 538-7160 sruthertord(@buttecounty.net SUBJECT: Plans Transmittal For Review Per Contract O DATE: 10/11/2004 Applicant: Breen, -Bob Permit 03-0464 Project Type: NSF APN: 027-040-084 100% 70% Plan Check Fees $ 534.23 $ 373.96 $ 534.23 $ 373.96 LP2A Fee $ 373.96 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of gradi and/or other permits or othe anctions provided by law. Signed: _ Title: Date: ,, / March 12, 2004 Larry Dimico 128 Ma & Pa Lane Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 027-040-084 Building Permit Number: 04 -0179 -Breen Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. None STRUCTURAL COMMENTS: 1. Please provide new truss engineering for the garage. The span is now 33', not 32. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. *meson Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 COUNTY OF BUTTE - DEPARTMENT OF DM -AN ENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Ca965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATIPERMIT Qq -0179 ASSESSOR PARCEL NUMBER ,, D ®� `� �4 // v TO — BUILDING PERMIT OWNER .p PLQ o' r- -c TELEPHONEVS101.OCC. �.111MAIUNO VALUATION `j�•-BUILDING - SSbrvo och q4ao93 qCONTRACTOR'S NAMb ' ELEPHONE/ryJ11 Yru CO T534-toAS V �1 CO)R'S/i ADD SS i A l OY v I I 1 J LY yi tea l 1 V CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ t9 ARCHITECTOR ENGI E `1 rf^I ��4 i i w LICENSE NO— N O Filing Fee $ 20.00 Permit Fee $ Q tjv ARCHITECT OR EN IN 5 MAID ADDRESS Pian Checking Fee $ 51 1 - 2 BUILDING ADDRES �? 1�vQ LN. r 1 Energy Plan Checking Fee $ 2, •(�C) $ I .- _- I PERMIT FEE S 4Q;,� LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap JCJ 7.00 Solar or heat pump water heater I 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑n Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2� room Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feeg*5, 600V OR LESS Main Service 2o0A ORLESS23.00Main LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. El have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the works 'compensation provisions of ion 3700 of the Labor Code, I shall fort comply with thos rovisio oo � X Date / ,C� 3 S' r of App icant - ❑ Owner ontractor Agen A S A permit is required for excav_ 'ons over 5'0" deep and emolition or construction str tures over 3 stories in heigh Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP.I OR ADONS. a ACC. BLDs3.5¢,'O: F61� T. MULTI-OUTLETITS @7,50 APPARATUS b SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXSAL TURES 20 @ 1.00 � .50 Ex. Occup. OflxUTtEEDrs R� D 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 -Misc. Wirina 23.00 PERMIT FEE t I 50. MECHANICAL PERMIT Fling Fee 20.00 Heating 1 �.co CoolingL� Hood 6.50 (p, Ventilation firs PERMIT FEE S(90 -E50 Mobile Home Installation Fee $ Energy Inspection Fee $ rsT PE TOTAL FEE $ .t , HAz. D EB IM FLoo cDF p HD UE 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. ` B ate a 0 PE MIT EXPIRES ON e Receipt No. - WHITE-D.D.S.- CAN 11 -ASS SO PI K-INSPEC R GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL?NG DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53M 0/--p MIT NO. (Rev.12/95) APPLICATION AND PERMIT ' mwN� /i�_5 BUILDINGPERMIT ASSESSOR PARCEL NUMBER Dc)?-- 0 , �////L vn////���� ^0 Y I OWER _ I _ _ „i , _ . _ Q o r_ �7�C�D`7S7 _ 7/� SO. FT. O BUILDING VALUATION 1 CONrRAcroR'S MWE,_ R , CONSTRUC ON LENDER H`oLi496:' i - . � Fireplace $ I PoAPPA a so+GLE otmFT aR MkgXGADDRESS Total. Valuation $ - uCENs N OR ENGINEER Brut Fee. a $ 20.00 Permit Fee $ ARCwfECT OR E'GM EM MUM ADDRESS Plan Checkin Fee $ Energy Plan Checking Fee $ - SUSDMG ADDRESS 3 Moble Home Facilities00Misc. $ o� _ r A)1 I PERMIT FEE $ .00 � Q PARceL LOT NO. SUBDN7SIDt('S�,_Nf�ME 1 ,� 44-D^! _'� —8 I � F`� v PLUMBING PERMIT 1 Feng Fee 20.00 7.001-70.60 5,12A Each Trap jo USEOFSTRUCTURE Solar or heat pump water heater PERs 23.00 -- Water i ing 15.00 js;(JO F Duplex ❑ Mobilehome E3 Other sPEcffr Each gas water heater or vent 15.00 1 IS, LAD TYPE OF WORK Gas piping m 1 - 5 outlets is. c0D 15.00 New Addih'on ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer.S 15.00 ,�\ Mobile Home G W Hood @20.00 Describe Work asa PERMIT FEE $Ventilation r-� ELECTRICAL PERMIT Fling Fee 20.00 Main Service DORR L S � 23.00 CO Main Service zo" To L000A $ 46.00 / NEW CONST. DwB.tNG OCCtAP. OR ADDNS &A=. ews. Energy Inspection e SO. 3.50r'- _ H`oLi496:' i - . � PERMIT FEE PAID $ I PoAPPA a so+GLE otmFT aR EX, Occu . OU LET OR FIXTURE+ u ®t.00 agL. @ .So Ex. Occu . UrtEra MES.j)APPLNS 5.00 SDA SRA - V k&4 Temporary Service4FFEE - - Moble Home Facilities00Misc. A00 Wirin .00 SHERIFF $ PERs I MECHANICAL PERMIT Filing Fee 2o.bo Heating is. c0D OTHER $ Cooling Z �' Hood 6.50J(�AOD asa $Ventilation PERMIT FEt S � Moble Home Installation Fee $ I$ Energy Inspection e $ _VVITOYAL FEE $ NAZ 0. FEES CD EL ND 6SLIE D O AMOUNT RECEIVED $ !/ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work a3 indicated above for which fees have be rypgi¢. I D DATE RECEIVED By Date 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: '✓'i''� ASSESSOR PARCELNUMBER 0� Ll Proposed• Building Use: Counter Technician:90& Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to 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. d� 6. Energy compliance design and supporting documentation in duplicate. ❑ `"' 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes:.(A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. "� ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ....................................................... 23. California Department of Forestry plan approval eaid. Sent by: D ....� 77 2 3 ❑ 24. Planning approval (A) Use:0K (B)Parking: (C) Parcel ChMk: k: 1- -OL) ❑ 25. Contact Land Development about _ Improvements; -Drainage ......................... :. 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number ........................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ' 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations a,qd/or expired permits.. ............ ermits.........:...................... ❑ 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 a %a - ';;L, and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant:4n44f---4!5 Date: 1. Index pe it, pplication for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: L S Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: FROM: SUBJECT: S -1:a Building Department Environmental Health Sanitation Clearance Owner Location Plan Approved for: Sewage Disposaf- Water Clearance for dwelling. Other . AAltdM E.W. aE 0 Y Slot Plan Attecfiod Racy Plan Attachad Sam to ®. i'fdYY-fes dttJ�tO.v I—2z3-c-)q AP# Public Private Wel Hold final for: Final cleaance O.K. for: NOTE: 't J=L/ i Environmental Health Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE r� f 1. BUILDING PERMIT FEES ! v --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ -IZ2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after P11tri Chec ) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units A.P. # Da" 7 0 -os DATE RECEIPT # DATE REC. Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) • 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fee re required to be paid prior to issuance of the permit. These fees may be changed dur' g he plan checking process. APPLICANT DATE / 2 Pursuant to G ern 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 da from a 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 specifi d in Government Code Section 66020(a). Origin -Buildin Division Yellow -Applicant Pink -Owner (rev. 2/2003) ' f BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District _L_ Building Department No. A.P. Number �/ Z 7 furisdiction: v OLIO OV J City QCounty Property Owner �e L vi Property Location/Address Subdivision Residential Development ()q 2- 00-7 pn e Ln . Or C � i' ((� , ' � 5&' Lot No. .................................................................................................................; Sq. Footage 03 No'of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): ......................................................................................................... (Floor Plans reviewed by School District Personnel) District Identification No. (),30140 ` ( C School District certifies that n Cc. V ; e -u-) (Street Address) (City) (State) has complied with the requirements of Resolution No. 105-17119 representing/ � 2 square feet. AB 2926 r FULL MITI( School District Representative G Paid by Check # Remarks: Sq. Footage (Including Exterior Roofed Areas) Date '97-7 --- 5&9 (Phone Number) 1759CoS (Zip Code) by payment of $ Y Date r f T �' 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 Nort r , ENGINEERING _____ Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: Custom Residence for Larry Dimico LOCATION: Pond View Lane, Palermo, CA (AP# 027-040-084) OWNER: Bob and Jeanni Breen JOB NUMBER: , 8481 DATE: . January -04 CODES: California Building Code, 2001 Edition CODE ENFORCEMENT: Butte County Building Department LOADS: Seismic Zone: Pf or Lr: Wind Speed: Soil Bearing: 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 \k0FESS/0 NA • R/� �l �F CAS BUTTE COUNTY 3 BUILDING DIVISION 16 psf W,-- PPROVED 3 /'?/0 f- 75 75 mph Exposure: C (Method 2 used, u.n.o.) 1200 psf (per CBC TABLE 18 -I -A) Min. Footing Depth: 12 inches NOTES: Are Special Inspections req'd for Engineering Elements Designed by NorthStar Engineering? No. NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and/or details are designed by others and are not the responsibility of NorthStar Engineering. Page of BUILDING DEPT. COPY BY: ST / JR DATE: Jan -04 JOB NO: 8481 PG. Z of / N®rthStar ENGINEERING DESIGN CRITERIA BASED ON: CALIFORNIA BUILDING CODE, 2001 EDITION 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 GRAVITY ROOF: ROOF SHINGLES 2.5 psf LOADS OSB OR PLYWOOD 2.0 psf` FRAMING 4.0 psf INSULATION 2.5 psf ROOF GYPSUM WALLBOARD 3.5 psf PITCH MISCELLANEOUS 1.5 psf 6 :12 ADD'L FOR ROOF SLOPE 1.0 psf (FOR LATRL. CALC.) DEAD LOAD 17.0 psf LIVE LOAD (Pf OR Lr) 16.0 psf TOTAL LOAD 33.0 psf LATERAL SEISMIC: Zone= 3 FOR LOADS Rx = 4.5 FOR OTHR LT-FRM WLUSTL OMRF Ry = 4.5 FOR OTHR LT-FRM WLUSTL OMRF Soil type = SD FOR STIFF SOIL PROFILE 1= 1.00 PER CBC TABLE 16 - K Ca= 0.36 PER CBC TABLE 16 - Q Cv = 0.54 PER CBC TABLE 16 - R Ct = 0.020 FOR ALL OTHER BUILDINGS 0.15) = 0.787 W hn = 15.0 ft * 0.36 * 1 / 4.5 = 0.200 W T = 0.15 secs * 0.36 * 1 = 0.040 W Vx= 0.54 *1/ (4.5* 0.15)= 0.787W Vmax (x) = 2.5 * 0.36 * 1 / 4.5 = 0.200 W Vmin (x)= 0.11 * 0.36' *• 1 - 0.040 W For seismic zone 4: Vmin (x)= 0.8 * 0.30 * 0.0 * 1 1 4.5 = 0.000 W Use Vx = 0.200 W Vy = 0.54 * 1 / (4.5 * 0.15) = 0.787 W Vmax (y) = 2.5 * 0.36 * 1 / 4.5 = 0.200 W Vmin (y)= 0.11 * 0.36 * 1 = 0.040 W For seismic zone 4: Vmin (y)= 0.8 * 0.30 * 0.0 * .1 / 4.5 = 0.000 W Calculate redundancy factors: Calc' ax Max v%(x)= 37% Lw (x) = 16.0 ft AB = 4058 ft^2 r(max) = max v % (x) * (10/Lw) 37% *10/16.0 0.23 px =.2 - 20 / (r -max * (Ab)^0.5) = 2-20/ (0.23 * 4058^0.5) = 1.00 Use Vy = 0.200 W Calc. o Max v % (y) = 49% Lw(y)= 16.0 ft r(max) = max v % (y) * (10/Lw) = 49% *10/16.0 0.31 py = 2 - 20 / (r -max * (Ab)^0.5) 2-20/ (0.31 * 4058^0.5) = 1.00 BY: ST / JR NorthStar 20 DECLARATION DRIVE . DATE: Jan -04 ENGINEERING CHICO, CA 95973 JOB NO: 8481 530-893-1600 PG. 3 of & FAX 530-893-2113 NET FORCE (x)= px * VW = 0.200 W / 1.4 = 0.143W * px PER CBC EQ. 30-1 NET FORCE (y)= py * VW = 0.200 W / 1.4 = 0.143W * py PER CBC EQ. 30-1 Working stress design? yes Ex = 0.143 W Ey = 0.143 W WIND: EXP = C SPEED = 75 mph Cq = 1.3 METHOD 2 DESIGN qs = 14.5 psf PRESSURE 0'- 15'= 1.06 Cq*qs*Ce = 20.0 psf 15'-20'= 1.13 = 21.3 psf 20'- 25'= 1.19 = 22.4 psf 25'- 30'= 1.23 = 23.2 psf 30'- 40'= 1.31 = 24.7 psf Uplift: Primary frames / systems Cq = . 0.7 METHOD 2 10.8 psf Roof eaves Cq = 3.1 METHOD 2 47.6 psf General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations w/o written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All waterproofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. - 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ` BY. DATE: S/p JOB NO: $/ PAGE OF /(o NorthStar ENGINEERING CMI Engineers • Planners • Surveyors I (D- 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 BY: ST JR NOrthStar DATE: Jan -04 JOB NO: 8481 ENGINEERING PG. S of i(0 CALCULATION OF LATERAL FORCES AT: LINE 1 USE px (and Rx) OR py (and Ry) FOR SEISMIC CALCS? CONSTANT FOR SEISMIC CALCULATIONS (K) _ SNOW LOAD, % TO INCLUDE (SL) = 25 % or 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 .Y 0.143 W 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A WDL VeaDL %WDL to use ROOF DIAPHRAGM 36.0 ft 41.0 ft 17.0 psf 12.5 ft 1476 ft^2 2509 Ib 3585 Ib 10% PARALLEL WALL 55.0 ft 9.0 ft 10.0 psf 4.5 ft 495 ft^2 2871 Ib 707 Ib 58% PERP. WALL 100.0 ft 9.0 ft 10.0 psf 4.5 ft 900 ft^2 0 Ib 1286 Ib 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib 0 Ib 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft"2 0 Ib 0 Ib 0% Total WDL = 5380 Ib TOTAL AREA. OF TRIB. COMPONENT LOADED WITH SNOW = C.G. OF SNOW LOAD FROM BASE OF THIS SW, cgs = TRIB. SNOW LOAD TO SHEARWALL (WSL) = SL * Adia = TRIBUTARY WALL AREA FOR WIND (Aw) = BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) _ WIND PRESSURE (P) = C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = LAT. EQ FORCE (VegTOT) = VegDL+ K*SL*Adia = LAT. WIND FORCE (V w) = Aw * P = LAT. EQ MOMENT (MegTOT) = VegDL1*CG1 + VegDL2*CG2 +... LAT. WIND MOMENT (M w) = Aw * P * cgw = Total VegDL = 5577 Ib °%oW8L to use 1476 ft^2 20.% 13.0 ft 0 lb 440 ft^2 20.0 ft (up to 40'-0" max) 21.3 psf 13.0 ft 5577 Ib 9372 Ib 53775 ft -Ib 121839 ft -Ib GOVERNING SHEAR FORCE (Vgov) _ .9380 Ib WIND GOVERNS GOVERNING MOMENT M ov = 121840 ft -lb WIND GOVERNS i BY: ST /JR NorthStar 20 DECLARATION DRIVE DATE:' Jan -04 ENGINEERING CHICO, CA 95973 JOB NO: 8481 , 530-893-1600 -PG. U of /6' DESIGN OF SEGMENTED SHEARWALL AT: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I1.sw1 1, L2 FAX 530-893-2113 LINE 1 Wall bM?_ Enter 1 1 -dim. Imbr INDICATES SHEAR WALL 2 - log PANEL SECTION, TYP. L4 I. Lsw4 I, L5 I, Lsw5 1, L6 L1 = 2.0 ft Lswl = 10.0 ft/ 0.90:1 L2 = 16.0 ft Lsw2 = 10.0 ft 0.90:1 L3= 2.0 ft Lsw3= 0.0 ft L4 = 0.0 ft Lsw4 = 0.0 ft Sill plate L5= 0.0 ft Lsw5= 0.6 ft Anc. bolt L6 = 0.0 ft LENGTH OF SHEARWALL (LswTOT) = 20.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 40.0 ft SEISMIC ZONE = 3 TOTAL DL RESIST. OVERTURN. (WDL) = 5380 Ib or 135 Ib/ft TOTAL SL RESIST. OVERTURN. (WSL) = 0 Ib or 0 Ib/ft EQ GOVERNING SHEAR FORCE (Vgov) = 9380 Ib or 469 Ib/ft governs? GOVERNING MOMENT (Mgov) = 121840 ft -Ib or 6.09 ft-k/ft no OVERTURNING MOMENT (Mo) = Mgov * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * WDL * Lswi^2)/2 (Add WSL to WDL if Veq controls) NET UPLIFT FORCE (M/d) = (Mo - Mr) / Lswl SHEAR DESIGN FOR SHEARWALL Nails to use in_shearwall? 1 Enter: 1 - sinkers 112 in dia. anc. bolt 518 in dia. anc. bolt 2 - common Sill plate . Anc. bolt Sill plate Anc. bolt thick. in s acin ft thick. in spacing (ft) Sill plate thick.? 1 Enter:. �1,-.2x, 2x 0.81 2x 1.18 2 - 3x Req'd: SHEAR WALL NO. 4 SHEARWALL HOLDOWNS d = 1.00 Lsw Uplift A-307 Retrofit Length Mo Mr Wd allthrd dia. HD Holdowns Lswl = 10.0 ft 60920 ft -Ib 4483 ft -Ib 5644 Ib 5/8 7/8" x 18" / SET -22 PHD6 / 4x / SSTB34/ Lsw2 = 10.0 ft 60920 ft -Ib 4483 ft -Ib 56441b 5/8 7/8" x,18" / SET -22 PHD6 / 4x / SSTB34 Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D BY: ST/JR NorthStar 20 DECLARATION DRIVE DATE: Jan-04 CHICO, CA 95973 JOB NO: 8481 ENGINEERING 530-893-1600 PG. ; of / FAX 530-893-2113 DESIGN OF SEGMENTED SHEARWALL AT: LINE 1 (CONTINUED) DRAG STRUT FORCE DSF1 = (vgov * LswTOT % L) * L1 = 469 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl) = 1876 Ib DSF3 = vgov * Lswl - (vgov * LswTOT /'Q * (L1 + Lswl + L2) _ -1876 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) = 469 Ib DSFS = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3) _ 0 Ib DSF6 = vgov' (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (Li + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov * (Lsw1 + Lsw2 + Uw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lswl + Lsw2 + Lsw3 +Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + LswS) = 0 Ib MAX. DRAG STRUT FORCE = 1876 lb MIN. DRAG STRUT FORCE _ -1876 Ib USE: MSTC28 STRAP AT ALL TOP PLATE SPLICE 0 BY: ST / JR NorthStar .DATE: Jan -04 ENGINEERING JOB NO: 8481 A PG. g of CALCULATION OF LATERA. FORCES AT: LINE 2 USE px (and Rx) OR py (and Ry) FOR SEISMIC CALCS? CONSTANT FOR SEISMIC CALCULATIONS (K) SNOW LOAD, % TO INCLUDE (SL) = 25 % or 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 Y 0.143 W 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A WDL V_ eoDL %woL to use ROOF DIAPHRAGM 41.0 ft 48.5 ft 17.0 psf 12.5 ft 1989 ft"2 3380 Ib 4829 Ib 10% PARALLEL WALL 60.0 ft 9.0 ft 10.0 psf 4.5 ft '540" ft^2 3348 Ib 771 Ib 62% PERP. WALL 100:0 ft 9.0 ft 10.0 psf 4.5 ft 900 ft^2 0 Ib 1286 Ib 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft 0 ft"2 • 0 Ib 0 Ib 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib 0 Ib 0% Total WDL = 6720 Ib TOTAL AREA OF TRIB. COMPONENT LOADED WITH SNOW = C.G. OF SNOW LOAD FROM BASE OF THIS SW, cgs = TRIB. SNOW LOAD TO SHEARWALL (WSL) = SL * Adia = TRIBUTARY WALL AREA FOR WIND (Aw) = BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) _ WIND PRESSURE (P) = C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = LAT.. EQ FORCE (VegTOT) = VegDL+ K*SL*Adia = LAT. WIND FORCE (V w) = Aw * P = LAT. EQ MOMENT (MegTOT) = VegDL1 *CG I + VegDL2*CG2 +. _. LAT. WIND MOMENT (M;w) = Aw * P * cgw = Total VegDL = 6886 Ib %WSL to use 1980 ft"2 20% 13.0 ft 0 Ib 640fA2 20.0 ft (up to 40'-0" max) 21.3 psf 13.0 ft 6886 Ib 13632 Ib 69622 ft -Ib 177220 ft -Ib GOVERNING SHEAR FORCE (Vgov) _ 136401b 1NIND GOVERNS GOVERNING MOMENT M ov = 177230 ft -Ib WIND GOVERNS BY: ST/JR NorthStar DATE: Jan -04 JOB NO: 8481 ENGINEERING PG. 9 of DESIGN OF SEGMENTED SHEARWALL AT: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 LINE 2 Wall e? Enter 1 1 -dim. Imbr INDICATES SHEAR WALL 2 -log PANEL SECTION, TYP. L1 J)Lswl � L2 tjsw+ W . LsW3 L L4 1, Lsw41.L5 OVERTURNING MOMENT (Mo) = Mgov " Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] • WDL Lswi^2)/2 NET UPLIFT FORCE (Wd) = (Mo - Mr) / Lswi 1/2 in dia. anc. bolt �y n i vv rauo L1= 6.5 ft Lswl = 7.5 ft f/ 1.20: 1 L2 = 3.5 ft Lsw2 = 21.5 ft 4' 0.42: 1 L3= 2.0 ft Lsw3= 0.0 ft 25255 ft -Ib L4 = 0.0 ft Lsw4 = 0.0 ft O ft -Ib L5= 0.0 ft Lsw5= 0.0 ft 0.0 ft L6 = 0.0 ft O ft -Ib Lsw5 = LENGTH OF SHEARWALL (LswTOT) = 29.0 ft WALL HEIGHT = TOTAL LENGTH OF WALL (L) = 41.0 ft SEISMIC ZONE = TOTAL DL RESIST. OVERTURN. (WDL) = 6720 Ib or 164 Ib/ft TOTAL SL RESIST. OVERTURN. (WSL) = 0 Ib or 0 Ib/ft GOVERNING SHEAR FORCE (Vgov) = 13640 Ib or 470 Ib/ft GOVERNING MOMENT (Mgov) = 177230 ft -Ib or 6.11 ft-k/ft OVERTURNING MOMENT (Mo) = Mgov " Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] • WDL Lswi^2)/2 NET UPLIFT FORCE (Wd) = (Mo - Mr) / Lswi 1/2 in dia. anc. bolt 518 in dia. anc. bolt Sill plate Anc. bolt Sill plate . Anc. bolt hick, in acin ft thick. in spacing (ft) 2x 0.81 2x 1.18 EARWALL HOLDOWNS d = Nails to use in shearwall? Sill plate thick.? 1.00 Lsw Uplift Wd 5702 Ib 4937 lb 0 Ib 0 Ib 0 Ib Req'd: A-307 allthrd dia. 5/8 5/8 Not req'd Not req'd Not req'd . Lsw5 I. L6 9.0 ft 3 EQ governs? no (Add WSL to WDL if Veq controls) 1 Enter: 1 -.2x- 2 - 3x, SHEAR WALL NO. 4=01'" Retrofit HD 7/8" x 18" / SET -22 RFB#5xl6 / ET -22 NOT REQ'D NOT REQ'D NOT REQ'D 1 -sinkers 2 - common Hol owns PH136/4x/SSTB34 PHD6 / 4x / SSTB34 NOT REQ'D NOT REQ'D NOT REQ'D en th Mo Mr Lswl = 7.5 ft 45835 ft -Ib 3073 ft -Ib Lsw2 = 21.5 ft 131395 ft -lb 25255 ft -Ib Lsw3 = 0.0 ft O ft -Ib O ft -Ib Lsw4 = 0.0 ft O ft -Ib O ft -Ib Lsw5 = 0.0 ft O ft -Ib O ft -Ib Nails to use in shearwall? Sill plate thick.? 1.00 Lsw Uplift Wd 5702 Ib 4937 lb 0 Ib 0 Ib 0 Ib Req'd: A-307 allthrd dia. 5/8 5/8 Not req'd Not req'd Not req'd . Lsw5 I. L6 9.0 ft 3 EQ governs? no (Add WSL to WDL if Veq controls) 1 Enter: 1 -.2x- 2 - 3x, SHEAR WALL NO. 4=01'" Retrofit HD 7/8" x 18" / SET -22 RFB#5xl6 / ET -22 NOT REQ'D NOT REQ'D NOT REQ'D 1 -sinkers 2 - common Hol owns PH136/4x/SSTB34 PHD6 / 4x / SSTB34 NOT REQ'D NOT REQ'D NOT REQ'D BY: ST / JR DATE: Jan -04 JOB NO: 8481 PG. /b of // NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 '530-893-1600 FAX 530-893-2113 DESIGN OF SEGMENTED SHEARWALL AT: LINE 2 (CONTINUED) DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 2162 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl) _ -1130 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) _ -2294 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) = 665 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LsW TOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov* (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib 08F8 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (Li + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (Li + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 2162 Ib MIN. DRAG STRUT FORCE 2294 lb USE: -MSTC28 STRAP AT ALL TOP PLATE SPLICES BY: ST/JR NorthStar DATE: Jan -04 ENGINEERING JOB NO' 8481 A PG. // of / L CALCULATION OF LATERAL FORCES AT: LINE A USE px (and Rx) OR py, (and Ry) FOR SEISMIC CALCS? CONSTANT FOR SEISMIC CALCULATIONS (K) _ SNOW LOAD, % TO INCLUDE (SL) = 25 % or X 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 0.143 W 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A WDL VegDL %wDL tour. ROOF DIAPHRAGM 69.0 ft 22.0 ft 17.0 psf 12.5 ft 1518 ft^2 20645 Ib 3687 Ib 80% PARALLEL WALL 100.0 ft 9.0 ft 10.0 psf 4.5 ft 900 ft"2 5940 Ib 1286 Ib 66% PERP. WALL 55.0 ft 9.0 ft 10.0 psf 4.5 ft 495 ft^2 0 Ib 707 Ib 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib 0 Ib 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib 0 Ib 0 Total WDL = 26580 Ib TOTAL AREA OF TRIB. COMPONENT LOADED WITH SNOW = C.G. OF SNOW LOAD FROM BASE OF THIS SW, cgs = TRIB. SNOW LOAD TO SHEARWALL (WSL) = SL * Adia = TRIBUTARY WALL AREA FOR WIND (Aw) _ BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) _. WIND PRESSURE (P) = C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = LAT. EQ FORCE (VegTOT) = VegDL+ K*SL*Adia = LAT. WIND FORCE (V w) = Aw * P = LAT. EQ MOMENT (MegTOT) = VegDL1*CG1 + VegDL2*CG2 +... _ LAT. WIND MOMENT (M w) = Aw * P * cgw = Total_VegDL = 5679 Ib %WSL to use 1518 ft^2 20% 13.0 ft 0 Ib 230 ft^2 20.0 ft (up to 40'-0" max) 21.3 psf 13.0 ft 5679 Ib 4899 Ib 55050 ft -Ib 63688 ft -Ib GOVERNING SHEAR FORCE (Vgov) = 5680 Ib SEISMIC G VERNS T] GOVERNING MOMENT M ov = 63690 ft -Ib WIND GOVERNS BY: ST / JR Nort 1Star 20 DECLARATION DRIVE DATE: Jan -04 ENGINEERING CHICO, CA 95973 JOB NO: 8481 530-893-1600 PG. of DESIGN OF SEGMENTED SHEARWALL AT: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 11sw1 I. L2 FAX 530-893-2113 LINE A Wall tv pe? Enter 1 1 -dim. Imbr INDICATES SHEAR WALL 2 - log PANEL SECTION, TYP. L4 I, Lsw4115 I, Lsw5 I. L6 OVERTURNING MOMENT (Mo) = Mgov * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * WDL * Lswi^2)/2 (Add WSL to WDL if Veq controls) NET UPLIFT FORCE (Wd) = (Mo - Mr) / Lswi Nails to use in 1/2 in dia. anc. bolt 5/8 in dia. anc. bolt H / W ratio '�• L1 = 10.0 ft Lsw1 = 8.0 ft 1.13:1 Anc. bolt L2 = 29.0 ft Lsw2 = 8.0 ft V/* 1.13:1 s acin ft L3= 14.0 ft Lsw3= 0.0 ft Sill plate thick.? L4= 0.0 ft Lsw4= 0.0 ft 2x 1.56 L5= 0.0 ft Lsw5= 0.0 ft L6 = 0.0 ft Req'd: LENGTH OF SHEARWALL (LswTOT) = 16.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 69.0 ft SEISMIC ZONE = 3 TOTAL DL RESIST. OVERTURN. (WDL) _ 26580 Ib or 385 Ib/ft Length TOTAL SL RESIST. OVERTURN. (WSL) = 0 Ib or 0 Ib/ft allthrd dia. Lsw1 = 8.0 ft 31845 ft -Ib EQ GOVERNING SHEAR FORCE (Vgov) = 5680 Ib or 355 Ib/ft governs? GOVERNING MOMENT (Mgov) = 63690 ft -Ib or 3.98 ft-k/ft no OVERTURNING MOMENT (Mo) = Mgov * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * WDL * Lswi^2)/2 (Add WSL to WDL if Veq controls) NET UPLIFT FORCE (Wd) = (Mo - Mr) / Lswi Nails to use in 1/2 in dia. anc. bolt 5/8 in dia. anc. bolt 2 73x,,,., -- 3x„. -SHEAR SHEAR WALL NO. 3 Sill plate Anc. bolt Sill plate Anc. bolt RFB#5x16 / ET -22 PH02 / 2-2x / SSTB20 thick. finj s acin ft thick. in spacing (ft), Sill plate thick.? 2x 1.07 2x 1.56 Req'd: SHEARWALL HOLDOWNS 'd = 1.00 Lsw Uplift A-307 Length Mo Mr M/d allthrd dia. Lsw1 = 8.0 ft 31845 ft -Ib 8218 ft -Ib 2953 Ib 518 Lsw2 = 8.0 ft 31845 ft -Ib 8218 ft -Ib 2953 lb 5/8 Lsw3 =. 0.0 ft O ft -Ib O ft -Ib 0 Ib Not req'd Lsw4 = 0.0 ft O ft -Ib - o ft -Ib 0 Ib Not req'd Lsw5 = 0.0 ft O ft -Ib O ft -Ib 0 Ib Not req'd 1 Enter: 1 - sinkers 2 - common 1 Enter: 1 - 2x 2 73x,,,., -- 3x„. -SHEAR SHEAR WALL NO. 3 Retrofit HD Holdowns RFB#5x16 / ET -22 PH02 / 2-2x / SSTB20 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'Q BY: ST / JR DATE: Jan -04 JOB NO: 8481 PG. /3 of / NorthStar ENGINEERING DESIGN OF SEGMENTED SHEARWALL AT: LINE A DRAG STRUT FORCE 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 (CONTINUED) DSF1 = (vgov * LswTOT / L) * L1 =. 823 Ib DSF2 = vgov * Lswl - (vgov ` LswTOT / L) * (L1 + Lswl) = 1358 ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) ` (L1 + Lswl + 1-2) _ -1029 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) = 1152 ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) _ 0 Ib DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (Lt + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lsw1 + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib 0SF8 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (Lt + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = O Ib DSF9 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = O Ib DSF10 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (Lt + Lswl + L2 + Lsw2 + 0 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 1358 Ib MIN. DRAG STRUT FORCE _ -1029 Ib USE: LSTA36 ae A'LtsTc Z S STRAP AT ALL TOP PLATE SPLICES BY: 5 ,rXTA DATE: >x r/ a -/ JOBNO: 949?/ PAGE / 9 OF /(� NorthStar ENGINEERING Civil Engineers- Planners -Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 SHEAR WALL SCHEDULE SHEAR WALL Q Q2 03 A © p 0 ALLOWABLE LOAD/FOOT 210 300 390 510 610 ISO 940 3/8' CDX PLYWOOD OR EXT. RATED OSB 1.2 1 SIDE I SIDE I SIDE 1 SIDE 2 SIDES 2 SIDES 2 SIDES EDGE NAILING 4 8d 0 6" 8d 0 4" 8d 0 3"3 8d 0 2"3 8d 0 4p 3 8d 0 3i 3 10d 0 303 FIELD NAILING 4 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 10d 0 12" FOUNDATION SILL 11/2' 11/2' 11/2' 11/2" 21/2' 21/2" 21/2" PLATE THICKNESS CLIP, BLOCK' 1-550 L650 LS90 1-590 1-590 L69O LS90 TO PLATE 0 24" 0 16" 0 20" 0 14" 0 12" 01011 0811 5/8" 0 A.B. SPACING48".0.0. 34" O.C. 16" oz. 120 oz. 26u oz. 20" oz. 18" o.c. b, B 1/2" 0 A.B. SPACING 34" o.c. 24" O.C. II" O.C. 8" oz. 113" o.c. 14" o,c. 11" O.C. RETROFIT ANCHOR 7 RFB+5xIo RFB"YIO RFB+a3xlo RFB*5)dO ;21:�YIO RM"Y10 RFB"YIO BOLT SPACING 48" or -34" oz. I6" oz. 12" oz. 26" oz. 20" oz. 18" or— NOTES 1. OVER DOUGLAS FIR STUDS 0 I6" O.C., HEM -FIR TOP AND BOTTOM PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FLAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED. 4. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL HEAD ARE NOT PERMITTED. 5. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL 6. ANCHOR BOLTS SHALL HAVE A MINIMUM 2"X 2" X 3/16" THICK PLATE WASHER. 1. FOR ANCHOR BOLTS REQ'D IN RETROFIT SITUATIONS, SEE NOTE 6-3 ON SHEET 9-1. S. USE 5/8" DIA. MIN. ANCHOR BOLTS IN SEISMIC ZONE 4. BY: DATE: JOB N0: PAGE 15, OF 14, NorthStar ENGINEERING Civil Engineers • Planners' Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 BRACED WALL SCHEDULE 4 4 2 1/2' GYPSUM WALLBOARD (APPLIED TO ONE FACE OF WALL ONLY) ON STUDS A SPACED *0 OAC. MAXIMUM. DRYWALL SCREWS 0 7' OAC. TO ALL STUDS, TOP A AND BOTTOM PLATES, AND 2x BLOCKING. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING IS REQUIRED FOR ALL HORIZONTAL EDGES. OPTION Is 'TNERMO-PLY' STRUCTURAL GRADE SHEATHING (APPLIED TO ONE FACE OF WALL ONLY) ON STUDS SPACED 16' OG. MA)MIUM WITH 16 GAUGE GALVANIZED STAPLES, P CROWN x 1-1/4' LEG. CROWN SHALL BE IN LINE WITH FRAMING MEMBER AT 3' O.C. EDGE, 0 FELD. BLOCKMG REQUIRED 11 ALL EDGES. OPTION 2s 3/8° CDX PLYWOOD (APPLIED TO ONE FACE OF WALL ONLY) ON STUDS SPACED 16' OJC. MAXIMUM WITH 8d 0 6" OCG, EDGE, MR Or- FIELD. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING IS FOR ALL ® HORIZONTAL EDGES. SON 3s 7/6' (3 COAT) STUCCO (APPLIED TO ONE FACE OF WALL ONLY) ON STUDS SPACED 16' O.C. MNdMUM. NAIL OR STAPLE TO ALL STUDS, TCP AND BOTTOM PLATES WITH NO.8 GAGE, I I/2' LANG, 7/16' HEAD OR NO. 16 GAGE STAPLE, 7/8' LEGS 0 6' OG MAX. TO ALL STUDS, AND TOP AND BOTTOM PLATES. UNBLOCKED. OPTION 4s 1/2' GYPSUM WALLBOARD (APDL® TO W M FACE'S OF WW1) ON STUDS SPACED 160 OAC. MAXIMUM. DRYWALL SCREWS or O.C. TO ALL STUDS, TOP AND BOTTOM PLATES, AND 2x BLOCKING. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING IS REQWRFD FOR ALL HOWONTAL EDGES. ALTERNATE BRACED PANEL, 3/8' C DX PLYWOOD (APPL.tED TO ONE FACE ONLY, SEE NOTE 3) ON STUDS SPACED 16' O.C. MA�MUM WITH lOd 6 6' Or EDGE, Q3 C 12' Or - FIELD. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOC KNG 16 REQUM ED FOR ALL HORIZONTAL EDGES. INSTALL ANCHOR BOLTS PER NOTE 2-12 ON SHEET S-10 PANEL QUARTER POINTS (2 BOLTS PER PANEL). INSTALL HOLDOWNS AS SHOWN ON PLANS. FOR RETROFIT SITUATIONS, SEE NOTE 4. ��AD®, NAL SILL PLATE TO WOOD FLOOR (VERE OCCLRS) WH 4-16d PER 16'. ANCH012 SIL PLATE TO FOUNDATIONS WITH ANCHOR BOLTS PER NOTE 2-Q ON SHEET S -L L AT W ERIOR WALLS FORAAND kANCHOR BOLTS MIAY BE F&5" ED WITH ANCHOR BOLTS PER NOTE 6-3 ON SHBEr 64 USE SPACING, L )CATION AND N MBE12 PER NOTE 2-12 ON SHAT S -L INTERIOR FOOTINGS SMALL BE A MMM OF Ir WIDE AND i7 THICK (INCUMW SLAB 1H 304ESS) UNLESS OTHERWISE NOTED ON PL AN86 3. FOR © ® - INSTALL ANCHOR BOLTS AT ONE-FIFTH POINTS (3 BOLTS PER PANEL) AAD PROVIDE SFEATHNG ON BOTH FACES OF WILL. SFPSON THEN H) SHALL NOT BE UTILIZED. 4. FOR ANCHOR BOLTS REM N RETROFIT SITUATIONS, SEE NOTE 6-3 ON SHEET S -L a, OPTION L 2.3 OR 4 MAY BE USED (CONTRACTOR'S ORTION - TO BE COORDINATED WITH OWNER AND / OR ARCHTECT). 6. 9/8' I S/+P9ON TUEN HD ANCHOR BOLTS x 62 MIN. EMBEDMENT MAY BE SUBSTITUTED FOR ANCHOR BOLTS REG RED PER NOTE 2-12 ON SHEET 8-1 (FOR BRACED WALL PANELS) F THE SPACING IS 21-d Or— (FOR 2x4 STUD WALLS). USE 3'-O' Or— SPACING FOR 2x6 STIR WALLS AND THE FULL SPACW FOR 2xS OR THICKER STUD WILLS OR FOR INTERIOR WAIS INSTAL LED ON A SLAB ON GRADE. INSTALL PER HAmLFAcnom RECOMlH 4 AT10NS AND REQUIaMMM TITEN HHD ANCHOR BOLTS SWILL NOT BE UTL IZE) FOR BRACED WILL PAE3.6 BY: 5, '% A. DATE: 04-1.0 JOB N0: 9111151/ PAGE /(v OF /G NorthStar ENGINEERING CM Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 ANICHOR BOLT HOLDOWN SCHEDULE (MONO POUR) (TWO POUR) Dc MIN. STEM POST OR STUD MARK HD MIN. WALL POST ATTACHMENT ANCHOR Le ANCHOR Le BOLT MIN. BOLT MIN. THICK. REQ'D s 2 PHD2 55TB16 12" S5TB20 I6" 5" 6" 2-2x 10- SDS SCREWS 2 5 PHD5 SSTB20 1(o" SSTB24 2011 5" 6" 2-2x 14- SD5 SCREWS O3 PHD6 55TB28 24" 55TB34 28" 5" all. 4x 18- SDS SCREWS O3 PHDB 55T528 24" 55T534 28" 5" 8" 4x 24- SDS SCREWS I ®3 HDQS 55TB28 24" 55TB34 28" 5" all 4x6 20- SDS SCREWS 10 3 HDIOA 55TB28 24" 55TB34 28" 24" all 4x6 4- 1/8" 4� MB NOTESs I. ALL WOOD SCREWS SHALL BE 1/41lx3" SIMPSON STRONG DRIVE WOOD SCREWS. 2. SIMPSON RFB#5 x 16 W/ SET -22 EPDXY MAY BE SUBSTITUTED FOR 55T5xx FOR MARK 2 AND MARK 5 HOLDOWNS. SPECIAL INSPECTION 15 REQ'D. SEE "REQUIREMENTS FOR SPECIAL INSPECTION" ON SHEET 5-1 FOR ADD'L INFO. 3. l/8" DIA. ALLTHREAD x 18" MIN. EMBEDMENT W/ SET -22 EPDXY MAY BE SUBSTITUTED FOR SSTBxx FOR MARK 6 - MARK 10 HOLDOWNS. MIN. STEMWALL THICKNESS = 8". SPECIAL INSPECTION 15 REQ'D. SEE "REQUIREMENTS FOR. SPECIAL INSPECTION" ON SHEET 5-1 FOR ADD'L INFO. 4. CNW COUPLERS AND ALL -THREAD ARE REQUIRED FOR SILL PLATES WITH THICKNESSES GREATER THAN A 2X MEMBER. I w 6 MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA MiTek® FAX (916) 676 1909 TELEPHONE (916) 676 1900 Re: Breen Sierra Log Homes The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by. Trojan Truss Pages or sheets covered by this seal: R9245451 thru R9245452 My license renewal date for the state of California is June 30, 2005. 0 ' May 28,2003 Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSUTPI-1995 Sec. 2. Truss Truss Type PI bb Qty Y R1158495' BREEN T1 COMMON 75 1 Job Reference Lptional TROJAN TRUSS. ORLAND CA. 5.200 s Jan 16 2004 MiTek Industries, Inc. Fri Mar 12 14:11:51 2004 Pagi F 2-0-0 I it 5-11-5 t 11-2-3 I 16-6-0 1 21-9-13 I 27-0-11 33-M3; 5—M 2-" 5-11-5 5-2.13 5.3-13 5-3-13 5-2.13 5-11-5 2-0-0 Scale = 1:66.5 4x4 = M 01 if 5 3x4 = 3x4 = 3x4 = 3x8 = "4 3 166-024-5-12 33 0 0 .� ' B-64 7.11-12 7-11-12 8-6-4 LOADING (psf) SPACING , >t-0-0 t CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1:25- TC 0.19 Vert(LL) -0.10 8-10 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.22 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 8 n/a ri BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 158 lb - .LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 4-6-11 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OFStclG REACTIONS (Ib/size) 8=1224/0-3-8, 2=1224/0-3-8 Max Horz 2=-168(load case 6) . r Max Uplift8=-298(load case 6), 2=-298(load case 5) FORCES (Ib) - Maximum CompressioniMaximum Tension TOP CHORD 1-2=0/46, 2-3=-2041/351, 3-4=-1841/332, 4-5=-1299/278, 5-6=-1299/278, 6-7=-1841/333, 7-8=-2041/351, 8-9=0/46 BOT CHORD 2-13=-357/1754, 12-13=-227/1438, 11-12=-117/1438, 10-11=-117/1438, 8-10=-190/1754 WEBS 3 -13= -249/168,4 -13= -44/432,4 -12= -492/217,5-12=-127/821,6-12=492/217,6-10=-44/432,7-10=-249/168 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 85mph; h=25ft: TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has -been -applied the green lumber members. 5)-OneRT7 USP-a6recommended to connect truss to bearingwalls due to uplift at jt(s) 8 and . ®WARNING - Verify design parameters and READ NOTES ON THIS ASE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -86 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrlo Drive, Madison, WI 53719 MiTek Industries, Inc. G. ESSto-A'�31 (" C 17180 Wil; EXP. 06/30/05 > \TFQFCA�.�F�`�% March 15,2004 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 3/4' *Center plate on joint unless _ dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. g C2 C3 JS 3. Place plates on each face of truss at each o , joint and embed fully. Avoid knots and wane Oat joint locations. v+U UL'C �5 U4. Unless otherwise noted, locate chord splices 0 0- OC8 at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. BOTTOM CHORDS e plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atfat 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. Mi 7e W, 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job ` Truss Truss Type City Ply TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a - n/a 999 M1120 220/195 TCDL 10.0 811584958 GREEN T1GE COMMON 2 1 WB 0.08 Horz(TL) 0.00 28 n/a Na BCDL 8.0 Code UBC97/ANS195 (Matrix) Job Reference L tions/ -.-A- i.,.. CA KA- 11 IA -1 rSa 9nnA Pana TROJAN TRUSS, ORLAND CA. 01 -2-0.0. 16-6-0 33-0-0 1 35-0-0 2-M 16-6-0 16-6-0 2-0-0 Scale = 1:61.9 3x4 = 15 3x4 = LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a - n/a 999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.03 1 >710 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 28 n/a Na BCDL 8.0 Code UBC97/ANS195 (Matrix) Weight: 232 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 28=234/33-0-0, 2=236/33-0-0, 42=79/33-0-0, 40=86/33.0-0, 52=98/33-M, 51=93/33-0-0, 50=90/33-M, 49=91/33-0-0, 48=91/33-0-0, 47=91/33-0-0, 46=91/33-0-0, 45=91/33-0-0, 44=92/33-0-0, 43=81/33-M, 39=95/33-0-0 , 38=90/33-0-0, 37=91/33-0-0, 36=91/33-0-0, 35=91/33-0-0, 34=90/33-0-0, 33=92/33-M, 32=87/33-0-0, 31=103/33-M, 30=70/33-0-0 Max Horz 2=237(load case 5) Max Uplift28=-94(load case 6), 2=-72(load case 5), 52=-7(load case 4), 51=-64(load case 5), 50=-29(load case 5), 49=-38(load case 5); 48=-35(load case 5), 47=-36(load case 5), 46=-36(load case 5), 45=-36(load case 5), 44=-39(load case 5), 43=-37(load case 5), 39=-45(load case 6), 38=-38(load case 6), 37=-35(load case 6), 36=-36(load case 6), 35=-36(load case 6), 34=-35(load case 6), 33=-38(load case 6), 32=-28(load case 6), 31=-66(load case 6), 30=-2(load case 3) Max Grav28=234(load case 1), 2=236(load case 1), 42=79(load case 1), 40=86(load case 1), 52=119(load case 2), 51=93(load case 7), 50=90(load case 1), 49=91(load case 1), 48=91(load case 1), 47=91(load case 7), 46=91(load case 7), 45=91 (load case 1), 44=92(load case 7), 43=83(load case 7), 39=96(load case 8), 38=90(load case 8), 37=91 (load case 1), 31J=91 (load case 8), 35=91 (load case 8), 34=90(load case 1), 33=92(load case 1), 32=87(load case 1), 31=103(load case 8), 30=98(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-176/18,3-4=-142125, 4-5=-113/39, 5-6=-86/50, 6-7=-83/55, 7-8=-58/71, 8-9=-30/87, 9-10=-28/102, 10 -11= -28/118,11 -12= -28/134,12 -13= -28/151,13 -14=-25/166,14-15=-27/142,15-16=-28!139,16-17=-29/152, 17-18=-28/121, 18-19=-28/92, 19-20=-28/74, 20-21=-28/58, 21-22=-28/42, 22-23=-28/26, 23-24=-49/15, 24-25=-52/12, 25-26=-79/7, 26-27=-110/7, 27-28=-137/9, 28-29=0/45 BOT CHORD 2-52=0/0, 51-52=0/0, 50-51=0/0 49-50=0/0, 48-49=0/0, 47-48=0/0, 4647=0/0, 45-46=0/0, 44-45=0/0, 43-44=0/0, 42-43=0/0, 41-42=0/0, 40-41=0/201, 39-40=0/201, 38-39=0/201, 37-38=0/201, 36-37=0/201, 35-36=0/201, 34-35=0/201, 33-34=0/201, 32-33=0/201, 31-32=0.r201, 30-31=0/201, 28-30=0/201 WEBS 14-42=-62/0, 16-40=-71/0, 3-52=-89/47, 4-51=-64/53, 5-50=-70/48, 7-49=-69/49, 8-48=-69/49, 9-47=-69/49, 10-46=-69/49, 11-45=-70/48, 12-44=-70/52, 13-43=-64/48, 17-39=-73/58, 18-38=-69/50, 19-37=-69/48, 20-36=-69/49, 21-35=-69/49, 22-34=-69/49, 23-33=-69/49; 25-32=-69/47, 26-31=-71/57, 77-30=-71/34 1 NOTES i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. ontinueci on page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, wI 53719 MiTek Industries, Inc. 0 d r. MC C �pFESSI-y _c C. AN,,I- C C17180 z] EXP. OS/30105 j* �F CA1.WF March 15,2004 Symbo1sr Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 14-1 3/4' • Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �$ ��$ ~ C2 C3 J5 3. Place plates on each face of truss at each c, 3 joint and embed fully. Avoid knots and wane 0 U �, 3 0 at joint locations. �+ U �y U 4. Unless otherwise noted, locate chord splices O a �O at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. C8 BOTTOM CHORDS ce plates 1/8" from outside edge J1 J8 J7 Jb of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. H441111 Mike engineer. 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. .job Truss Truss Type Oty Ply 811584958 BREEN T1GE COMMON 2 1 I Job Referenceo tip onal C one � .,.. 49 9nnA MiTek 1-1—trios Inr Fri Mar 12 14:11:54 2004 Pane I KUJAN I muJa, URL 1— NOTES f 3) Truss designed for wind loads in the plane of the truss only. For studs exposed -'to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1 x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 14-0 oc. 7) This1russ has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 8) A plate-rating.reduction of 200/q has been -applied for the -green -lumber members. 9) One1RT7 USP connectors recommended to connect truss to bearing walls -due -to -uplift atjt(sy28a2, 52, 51, 50, 49; 48, 47, 46, 45, 44, 43; 39, 38, 37, 36, 35, 34, 33, 32, 31, and 30. LOAD CASE(S) Standard r 1 ' ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer – not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design -to the - plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested. parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. $ J5 3. Place plates on each face of truss at each q 3 joint and embed fully. Avoid knots and wane U_ �, 3 O at joint locations. u� U�h U 4. Unless otherwise noted, locate chord splices O at Y, panel length (± 6" from adjacent joint.) ' For 4 x 2 orientation, locate ca BOTTOM CHORDS cs O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atME 14. Do not cut or alter truss member or plate without prior approval•of a professional which bearings (supports) occur. I ;a its] engineer. 1114 Mi Ye k® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job _ Truss Truss Type SIERALOG I T2 -2_40 2-0-0 B-3-5 HOWE nty_ -Ply — ----- - - - -- R8496870 11 1 (optional) SR1 s Oct 17 2002 MiTek Industries, Inc. Tue Feb 18 12:03:47 2003 Pagel 16-0-0 I 23-8.11 7-8-11 7-8.11 4x4 - 4 12.40 34-M 8.3-5 2-0-0 Scale = 1:65.9 8.3.5 16 0 0 23-8-11 3t 2-0-0—1 B35 7-8-11 7-8.11 —8-3.5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl TCLL 16.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.12 9-10 >999 TCDL 10.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.26 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.06 6 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/dell = 360 LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD WEBS 2 X 4 DF No. 1&Btr-G *Except* WEBS 3-10 2 X 4 DF Std -G, 5-8 2 X 4 DF Std -G PLATES M1120 Weight: 142 Ib Sheathed or 4-2.15 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-9,5-9 GRIP 220/195 TOP CHORD BRACING @ 24" O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD REACTIONS (Ib/size) 2=1188/0-5-8, 6=1188/0-5-8 CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL Max Horz 2=-93(load case 3) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL Max Uplift 2=-33811oad case 5), 6=-33811oad case 5) PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1736, 3-4=-1177, 4-5=-1177, 5-6=-1736, 6-7=23 BOT CHORD 2-10=1541, 9-10=1541, 8-9=1541, 6-8=1541 WEBS 3-10=126, 4-9=651, 5-8=126, 3-9=-555, 5-9=-555 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, 1� using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE ..- 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 r 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads t! per Table No. 16-B, UBC -97. 4)—A plate rating reduction, of, 20%. has been applied for the green lumber members. 5) e HCDP Hughes connectors recommended to connect truss to bearing walls due —to uplift at itis) 2 and 6. On fZ 6) -This -truss -has been designed with ANSI/TPI 11995 criteria }A LOAD CASE(S) Standard df7 ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance rp IM regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss 199 Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. 17180 `� a '.06130/05 � civtt. ,)4 oFCAL February 18,2003 - Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties, V8" C2 Q J5 2. Cut members to bear tightly against each /8"" —► a other. Qf Place plates on each face of truss at each o3. O joint and embed fully. Avoid knots and wane p U v at joint locations. ' Forx 2 orientation, locate � a 4. Unless otherwise noted, location chord splices CS C7 C, 0 t4 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM ILE BEARING 13. Do not overload roof or floor trusses with stacks . I of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP GANG -NAIL ©1993 Mitek Holdings, Inc. N Of N r0 ,3 Page 1 R8496871 5-8.7 10.10.3. 16-0-0 17•fi-0 21-1-13 1 26-3-9 32-0-0 3510 5.8-7 5.1-13 5-1-13 1-6-0 3-7-13 5-1-13 5-8-7 3-0-0 44 Scale = 1:73.9 3x5 3x4 = 5x8 = 3x4 = 7x8 = B-3.5 16-0-0 23-8-11 X320-0"1 35-0-0 6.3.5 7-8-11 7.8-11 B-3.5-- 3" Plate Offsets MY): [17:0-4-8,0-4-8), [19:0-4-0,0-3-0), truss- T-ype Qty Ply SIERALOG I T2As I MODIFIED QUEENPOST I I N Of N r0 ,3 Page 1 R8496871 5-8.7 10.10.3. 16-0-0 17•fi-0 21-1-13 1 26-3-9 32-0-0 3510 5.8-7 5.1-13 5-1-13 1-6-0 3-7-13 5-1-13 5-8-7 3-0-0 44 Scale = 1:73.9 3x5 3x4 = 5x8 = 3x4 = 7x8 = B-3.5 16-0-0 23-8-11 X320-0"1 35-0-0 6.3.5 7-8-11 7.8-11 B-3.5-- 3" Plate Offsets MY): [17:0-4-8,0-4-8), [19:0-4-0,0-3-0), [23:0-2-0,0-2-12) 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 OF No.1&Btr-G WEBS LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.09 1-20 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.40 Vert(TQ -0.20 1-20 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.06 17 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) list LC LL Min I/defl = 360 Weight: 196 Ib LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 OF No.1&Btr-G WEBS 2 X 4 DF Std -G *Except* 4-17 2 X 4 OF No.1 &Btr-G, 3-19 2 X 4 DF No.1 &Btr-G 4-19 2 X 4 DF No.1 &Btr-G 19-23 2 X 4 DF No. 1&Btr-G REACTIONS (Ib/size) 1 =1075/0-5-8, 17 =1075/0.5-8 Max Horz 1=165(load case 4) Max Uplift 1=-229(load case 5), 17=-234(load case 5) BRACING TOP CHORD Sheathed or 4-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 4-17 TOP CHORD BRACING @ 24" O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0' O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1984, 2-3=-1801, 3-4=-1266, 4-5=-311, 5-6=-308, 6-7=-316,7-8=-336, 8-9=-329, 9-10=-339, 10-11 =-350, 11-12=-354, 12-13=-331, 13-14=-355, 14-15=-369, 15-16=-82 , 16-17=-16 BOT CHORD 1-20=1718, 19-20=1409, 18-19=1339, 17-18=1576 WEBS 4-21 =-911, 21-22=-858, 22-25=-882, 23-25=-894, 23-26=-1257, 26-27=-1275, 27-28=-1294, 24-28=-1324, 2429=-1378, 29-30=-1429, 30-31 =-1440, 31-32=-1457, 17-32=-1396, 5-21 =119, 6-22=-53, 2-20=-236, 3-20=345, 3-19=-491, 4-19=742, 19-23=-374, 18-23=260, 18-24=-186, 7-25=-29, 8-23=-106, 9-26=-44, 10-27=-43, 11-28=-67, 12-29=-114, 13-30=-24, 14-31 =-37, 15-32=136, 15-17=-460 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are 1 x4 M1120 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5). A plate rating reduction of.20% has been applied for the green lumber members. _ r6) One HCDP Hughes corinectors recommended to connect truss to bearing walls due to uplift: et )t(s)'1 and ktiifub91bfi\Pagel2ri_h design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance LF Ima regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB. 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss . Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MiTek Industries, Inc. C 17180 " a EXP. 06/30/05 * C''"� Jr OFck,L February 18,2003 m � oQROF>:s C 17180 " a EXP. 06/30/05 * C''"� Jr OFck,L February 18,2003 Symbols NumberingSystem Y ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /8" c2 QMJ5 2. Cut members to bear tightly against each 1/e" + 0 other. 17-1 T O �,0 3. Place plates on each face of truss at each v "'o joint and embedfully. Avoid knots and wane p U at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices ca 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication. required direction of slots In 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT 7. Camber is a non-structural consideration and 'For tabular plating format refer to the FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM Elm 1 BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Indust s, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. ®TM HYDRO A/R ® nPANEL ©1993 Mitek Holdings, Inc. O/�NG-NAIL Job �. Truss— Truss Type— SIERALOG T2A MODIFIED QUEENPOST TROJAN TRUSS, ORLAND CA 95963 4.1 NOTES 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard -------__--•* -Qty -- PAY— --------------__._..—_�_.—.__ R8496871 1 1 (optional) )l SR1 s Oct 17 2002 MiTek Industries, Inc. Tue Feb 18 12:03:48 2003 Page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. a Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance �� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB• - 0 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Nates PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property. 1 3/4 ' Center plate on joint unless Damage or Personal Injury -► dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in Inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS -1J5 owner and all other interested parties. C2 C73 2. Cut members to bear tightly against each other. 0 3. Place plates on each face of truss at each 0 joint and embed fully. Avoid knots and wane R �� " v at joint locations. • For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C7 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT 7. Camber is a non-structural consideration and 'For tabular plating format refer to the FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM Him BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM PANEL HYORO A/R ® ©1993 Mitek Holdings, Inc. GANG-NAILQ0 I IJ66 _ Truss Truss Type SIERALOG T2GE HOWE TROJAN TRUSS, ORLAND CA 95963 4.201 2-0-0 16.0-0 2-0-0 16-0-0 00 1 0- 6.00 ITT 9 8 7 6 5 4 3 01y 1 1 s Oct 17 2002 MiTek Indus 30 - 14 1213 1516 10 q .�1 ,32.0-0 .r 32-"-' R8496872 (optional) Inc. Tue Feb 18 12:03:50 2003 Page 1 32-" 34-0 16.0-0 2-0-0 Scale = 1:71.2 18 19 20 21 22 23 24 25 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.18 Vert(LL) n/a - n/a M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.09 Vert(TL) 0.04 1-2 >678 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 26 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 212 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No. t &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 HF Std REACTIONS (Ib/size) 2=235/32-0-0, 39=14/32-0-0, 26=235/32-0-0, 40=56/32-0-0, 38=56/32-0-0, 50 = 98/32-0-0, 49 = 93/32-0-0, 48 = 89/32-0-0, 47 = 91/32-0-0, 46 = 91/32-0-0, 45 = 91/32-0-0, 44 = 91/32-0-0, 43 = 91/32-0-0, 42 = 91/32-0-0, 41 = 68/32-0-0, 37 = 68/32-0-0, 36 = 91/32-0-0, 35 = 91/32-0-0, 34 = 91 /32-0-0, 33 = 91/32-0-0, %/' '0/' 32 = 91/32-0-0, 31 = 91/32-0-0, 30 = 89/32-0-0, 29 = 93/32-0-0, 28 = 98/32-0-0 Max Horz 2=-89(load case 3) , V Max Uplift 2=-141(toad case 5), 26=-14111oad case 5), 49=-67(load case 4), 48=-22(load case q7 5), 47=-33(load case 5), 46=-31(load case 4), 45=-31(load case 5), 44=-31(load ///��� ►' `` case 4), 43=-31(load case 4), 42=-42(load case 5), 41=-13(load case 4), 37=-12(load case 5), 36=-42(load case 3), 35=-31(load case 3), 34=-31(load case 5), 33=-31(load case 5), 32=-31(load case 3), 31=-33(load case 5), 30=-22(load case 5), 29=-67(load case 3) Max Grav 2=235(load case 1), 39=31(load case 2), 26=235(load case 1), 40=75(load case 3)/'� 38=70(load case 3), 50=119(load case 2), 49=93(load case 6), 48=89(load case 1 1), 47 = 91 (load case 1), 46=91(load case 6), 45 = 91 (load case 6), 44 = 91 (load case 1), 43=91(load case 1), 42=92(load case 6), 41=68(load case 6), 37=680oad case 7), 36=92(load case 7), 35=91(load case 1), 34=91(load case 1), 33=91(load case 7), 32=91(load case 7), 31=91(load case 1), 30=89(load case 1), 29=93(load case 7), 28=119(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=45, 2-3=-50, 3-4=-27, 4-5=-25, 5-6=-25, 6-7=-25, 7-8=-25, 8-9=-25, 9-10=-25, t�Q�l:.�$/� 10-11 =-26, 11-12=-25, 12-13=-17, 13-14=-25, 1415=-25, 15-16=-17, 16-17=-25, Q� 20-21 =-25, 21-22=-25, 22-23=-25, 23-24=-25, �¢� Cis A 24-25=-27, 25-26=-50, 26-27=45 BOT CHORD 2-50 = 9, 49-50 = 9, 48-49 = 9, 47-48 = 9, 46-47 = 9, 45-46 = 9, 4445 = 9, 43-44 = 9, 42-43 = 9, -v 41-42 = 9, 40-41 = 9, 39-40 = 9, 38-39 = 9, 37-38 = 9, 36-37 = 9, 35-36 = 9, 3435 = 9, n 1 Q 0 33-34 = 9, 32-33 = 9, 31-32 = 9, 30-31 = 9, 29-30 = 9, 28-29 = 9, 26-28 = 9 C v WEBS 13-40=-49, 15-38=-49, 3-50=-89, 4-49=-65, 5-48=-70, 6-47=-69, 7-46=-69, 8-45=-69, 9-44=-69, 10-43=-70, 11-42=-69, 12-41 =-50, 16-37=-50, 17-36=-69, 18-35=-70, * EXP, 08/30/05 19-34=-69, 20-33=-69, 21-32=-69, 22-31 =-69, 23-30=-70, 2429=-65, 25-28=-89 •nr tiKnrq_qRirintYqHFATHr CIVIL CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL 1&tifib8tdf`WAge12r-,fy P-91T)WA SE OFcA�.�F� PERtv1 % ENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI Design valid for use only with MiTeRldBMGMrLOMWIB�QJn INGnWGPPp1 Ryff&%tSA@mr4fibIM veAN la5AOMMENDATION. February 18,2003 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. - Symbols Numbering System A General Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property .-1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are In Inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8" CZ C3 J5 2. Cut members to bear tightly against each /8" o other. 0 �, 3. Place plates on each face of truss at each 3 0 L. joint and embed fully. Avoid knots and wane p " U at joint locations. ' For 4 x 2 orientation, locate �- a 4. Unless otherwise noted, location chord splices ca C, C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 X 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or puriins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TMI WIN BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM ® PANEL HYORO A/R ® CLIP GANG -NAIL 01993 Mitek Holdings, Inc. lss Type-- R8496872 SIERALOG I T2GE I HOWE MiTek NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 8) A plate rating sreduction. of 20-% has ,been.applied.for,the,green.,lumber members. _ 9) One RCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2, 39, 26, 40, 38, 50,•49, 48, 47, 46, 45; 44;-43,'42; 41;•37,'36; 35,'34; 33,32;'31; 30,,,--29,-and 28:----.m_ . . _ _ _ _..•�- ---- 10) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbol's Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /$• Cz cs J5 2. Cut members to bear tightly against each other. 0 �, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane a. 0 !VD Z3v at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices ca c, r, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint,) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication. required direction of slots in b. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the Is the responsibility of truss fabricator. General MiTek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. _ 'M13. Mimi BEARING Do not overload roof .or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss. members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and Installation of trusses. ® TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP [SIE—RALOG TrussTrussType I T3 T �I SCISSORS -2-0.0 I 6.3.7 2.0-0 6-3-7 Qty Ply 7 1 4.201 SR1 s Oct 17 2002 MiTek Indus 11.10.12 17-6-0 23.1.4 I_ 574 57-4 574 4x4 = 6 181 28-628-8 9 350-0 137-0-0 574 63.7 2-0-0 5x5 3.00 112 1x4'11 3x5 ::- 5x5 i 2-11-15 &1-1 17-8-0 2510-15 350-0 2.11-15 6-1.2 8.415 8.4-15 9-1-1 N M O R8496873 Scale = 1:81.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.26 11-12 >999 M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.61 11-12 >650 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.36 9 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 360 Weight: 194 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 2 X 4 DF Std -G Except: OTHERS 2 X 4 HF Std *Except* 2 Rows at 1/3 pts 9-12 9-14 2 X 4 DF No.1 &Btr-G SLIDER Left 2 X 8 OF No.2 3-8-6 REACTIONS (Ib/Size) 2=131610-5-8, 9=1242!0 5-8 TOP CHORD BRACING @ 24" O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL Max Horz 2=114(load case 4) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL Max Uplift 2=-417(load case 5), 9=-350(load case 5) PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=36, 2-3=-3088, 3-4=-3088, 4-5=-2904, 5-6=-2303, 6-7=-2303, 7-B=-3281, 8-9=-3602, 9-10=22 BOT CHORD 2-13=2739, 12-13=2593, 11-12=2773, 9-11 =3275 WEBS 6-12=1768, 4-13=-81, 5-13=138, 5-12=-477, 7-12=-659, 7-11 =413, B-11 =-254 NOTES 1) This truss has been checked for unbalanced loading conditions. /J 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on Q an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, G they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 �ESSj 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 0 per TableUBC-97. 4) A plate rating reduction reduction of 20% has been applied for the green lumber members. 5) Bearing at_joint(s).9considers, :parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building j—designer should verify capacity of bearing surface------- 6)-One urface-6)One HCDP_; Hughes connectors recommended to connect truss to bearing walli due to uplift at jt('s)'2an 9 171 �0 Z ,tea 7) This,truss hii been designed with ANSI/TP1.1-1995 criteria.. ;.._ .. ^–� / , February 18,2003 Job Truss SIERALOG T3GE TROJAN TRUSS, ORL -2-0-0 2-0.0 N N 2 + 1 3.4 = LOADING (psf) TCLL 16.0 TCDL 10.0 BCLL 0.0 BCDL 8.0 Truss Type - MOD. QUEEN �._ ----- Qty Ply --------- -- --- - R8496874 1 1 (optional) s Oct 17 2002 MiTek Industries, Inc. Tue Feb 18 12:03:53 2003 Page 1 17-6-0 I 35.0-0 17-6-0 17.6-0 3x4 - 15 1314 1q7 6.00 12 11 12 1819 10 20 9 21 227 8 23 6 24 4 5 25 26 3 27 2-" �■�■�■�■�®�®w®�e�eAe�®�i�®A■�o ow■A®AeAeAe�■�®28 i�Ji�i'i'i i i ��i i• i i O� iii OOOODOdDi4 i7�O2 i 53-'527 51 50 49 48 47 46 45 444342490 39 38 37 36 35 34 33 32 31 30 , SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES Plates Increase 1.15 TC 0.26 Vert(LL) n/a - n/a M1120 Lumber Increase 1.15 BC 0.20 Vert(TL) 0.09 1-2 >279 49=-33(load case 5), 48=-31(load case 4), 47=-31(load case 5), 46=-32(load case Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 28 n/a Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 246 lb LUMBER BRACING 4 OF No.1 &Btr-G TOP CHORD 2 X 4 OF No. t&Btr-G TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 HF Std *Except* WEBS 1 Row at midpt 14-43,16-41, 17-40 14-43 2 X 4 DF No.1 &Btr-G 16-41 2 X 4 OF No.1 &Btr-G REACTIONS (lb/size) 42= 14/32-0-0, 28=22/32-0-0, 43=303/32-0-0, 41 =273/32-0-0, 53=408/32-0-0, !"t 52=-147/32-0-0, 51 =143/32-0-0, 50=80/32-0-0, 49=93/32-0-0, 48=90/32-0-0, 47 = 91/32-0-0, 46 = 92/32-0-0, 45 = 74/32-0-0, 44 = 59/32-0-0, 40 = 78/32-0-0, 39 = 61/32-0-0, 38 = 92/32-0-0, 37 = 92/32-0-0, 36 = 91/32-0-0, 35 = 91 /32-0-0, 34 = 91/32-0-0, 33 = 91/32-0-0, 32 = 92/32-0-0, 31 = 81/32-0-0, 30 =132/32-0-0 Max Horz 53=97(load case 4) Max Uplift 28=-1100oad case 6), 43=-79(load case 5), 41=-75(load case 5), 53=-212(load case 5), 52=-147(load case 1), 51=-63(load case 5), 50=-25(load case 4), 49=-33(load case 5), 48=-31(load case 4), 47=-31(load case 5), 46=-32(load case 4), 45=-28(load case 4), 44=-19(load case 5), 40=-19(load case 5), 39=-25(load case 3), 38=-32(load case 3), 37=-31(load case 5), 36=-31(load case 5), 35=-31(load case 3), 34=-31(load case 5), 33=-33(load case 3), 32=-23(load case 3), 31=-64(load case 5) Max Grav 42=31 (load case 2), 28=139(load case 7), 43=303(load case 1), 41=273(load case 1), 53=408(load case 1), 52= 1 13(load case 5), 51=143(load case 1), 50 = 80(load case 6), 49=93(load case 1), 48=90(load case 6), 47=91(load case 1), 46=92(load case 1), 45=75(load case 6), 44=60(load case 6), 40=78(load case 1), 39=78(load case 7), 38=92(load case 1), 37=92(load case 1), 36=91(load case 7), 35=91(load case 7), 34=91(load case 1), 33=91(load case 7), 32=92(load case 7), 31=81(load case 1), 30=1"(load case 2) TOP CHORD BRACING @ 24' O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0' O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. Scale = 1:77.4 iE G) !"t GRIP 185/148 February 18,2003 i Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply J3 J4 building designer, erection supervisor, property plates to both sides of truss and securely seat. J2 TOP CHORDS owner and all other interested parties. �/8" C3NJ5 2. Cut members to bear tightly against each oother. c� Place plates on each face of truss at each 03. joint and embed fully. Avoid knots and wane p at joint locations. • For 4 x 2 orientation, locate ~_08 4. Unless otherwise noted, location chord splices c7 C' 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT 7. Camber is a non-structural consideration and 'For tabular plating format refer to the FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided to slots. at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. . spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM l BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at � 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM ®PANEL HYDRO A/R ® CLIP GANG -NAIL ©1993 Mitek Holdings, Inc. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property f 1 3/Q ' Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in Inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. i/8" C2 Ca J5 2. Cut members to bear tightly against each o other. O 3. Place plates on each face of truss at each 3 O L. joint and embed fully. Avoid knots and wane p U at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices CE C7 C6 O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the. species and size, and in The first dimension Is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension Is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING�� 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at ` 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP GING-N/�IL ©1993 Mitek Holdings, Inc. Truss - --- Truss Type --- -- Qtr -Ply-- - ----- - -- - -- SIERALOG T3GE MOD. QUEEN 1 1 (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Tue Feb 18 12:03:54 2003 Pa FORCES (lb) - First Load Case Only TOP CHORD 1-2=45, 2-3=493, 3-4=501, 4-5=443, 5-6=485, 6-7=479, 7-8=479, 8-9=480, 9-10=480, 10-11 =479, 11-12=478, 12-13=486, 13-14=485, 14-15=371, 15-16=371, 16-17=474, 17-18=492, 18-19=478, 19-20=479, 20-21 =480, 21-22=479, 22-23=479, 23-24=479, 24-25=479, 25-26=480, 26-27=475, 27-28=494, 28-29=45 BOT CHORD 2-54=-415, 53-54=-415, 52-53=-415, 51-52=-415, 50-51 =-415, 49-50=-415, 48-49=-415, 47-48=-415, 46-47=-415, 45-46=-415, 44-45=-415, 43-44=-415, 42-43=-415, 41-42=-415, 40-41 =-415, 39-40=-415, 38-39=-415, 37-38=-415, 36-37=-415, 35-36=-415, 34-35=-415, 33-34=-415, 32-33=-415, 31-32=-415, 30-31 =-415, 28-30=-415 WEBS 14-43=-294, 16-41 =-269, 3-54=-52, 4-53=-199, 5-52=26, 6-51 =-84,7-50=-69, 8-49=-69, 9-48=-69, 10-47=-70, 11-46=-71, 12-45=-52, 13-44=-41, 17.40=-61, 18-39=-39, 19-38=-71, 20-37=-70, 21-36=-69, 22-35=-69, 23-34=-69, 24-33=-69, 25-32=-71, 26-31 =-58, 27-30=-111 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. J- --------�. 8) -One HCDP Hughes connectors recommended to'connect truss to bearing walls due to'uplift at jt(s) 42, 28, 43, 41, 53, 52, 51, 50, 49, 48, yy 47, 46,_45,44_40,_,39, 38, 37, 36, 35 34, 33, 32, 31, and 30. 9) Non Standard bearing condition. Review required. 10) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. R8496874 Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property __0_ � 1 3/a ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. '/8" cz `� J5 2• Cut members to bear tightly against each c other. F �, 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p " v at joint locations. ' For 4 x 2 orientation, locate �- a 4. Unless otherwise noted, location chord splices ce c7 ce 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication. _ required direction of slots in b. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints atAWM 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. ® 15. Care'should be exercised in handling, erection and installation of trusses. v� TM ® PANEL HYORO A/R ® ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL Job - Truss SIERALOG T4 SCISSORS TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 X •2-0-0 • I 6-3.7 I 11-10-12 17-6-0 2-0-0 6-3-7 5.7.4 5-7.4 44 - 6 Qty ( PIy - F- - --- 1 11 ue Feb 18 1 23.14 1 28.8.9 I 35.0-0 137-0{ 5.74 5 74 63-7 2-0.0 lux1Z--2 - n .,nv j 5x5 -5�- 3.00 12 1x4-`l�' 3x5 ; 5x5 R8496875 Scale = 1:81.4 LUMBER 2-11-15 - 9-1-1 TOP CHORD 17.6-0 TOP CHORD Sheathed or 2-9-6 oc purlins. 25.10.15 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 2 X 4 DF Std -G I 2-11-15 6-1-2 OTHERS 9.4-15 I 8.4-15 L9-1-1-4 Plate Offsets (X,Y): [2:0 -8-1,0-4-81,[2:1-1-4.0-1-01,[9:0-1-11.0-0-4],[9:0.0-8.0-2-31 LOADING (psf) SPACING �-0-0; CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.15% TC 0.79 Vert(LL) -0.26 11-12 >999 M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.61 11-12 >650 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.36 9 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 360 Weight: 193 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No. 1&Btr-G TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 2 X 4 DF Std -G Except: OTHERS 2 X 4 HF Std *Except* 2 Rows at 1/3 pts 9-12 9-14 2 X 4 DF No.1&Btr-G SLIDER Left 2 X 8 DF No.2 3-8-6 REACTIONS (lb/size) 2=1316/0 6-8, 9=1242/0 5-8 TOP CHORD BRACING @ 24. O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL Max Horz 2=114(load case 4) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL Max Uplift 2=-417(load case 5), 9=-350(load case 5) PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI f PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=36, 2-3=-3088, 3-4=-3088, 4-5=-2904, 5-6=-2303, 6-7=-2303, 7-8=-3281, 8-9=-3602, 9-10=22 BOT CHORD 2-13=2739, 12-13=2593, 11-12=2773, 9-11 =3275 WEBS 6-12=1768, 4-13=-81, 5-13=138, 5-12=-477, 7-12=-659,7-11=413, 8-11=-254 j(JILD r� C�jvN . NOTES ANG pEpq y 1) This truss has been checked for unbalanced loading conditions. RrA , 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 FESSl 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity, of, bearing surface.,.. ,,.. .6) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 9. /� 171 80 Z 7) -This truss has-been designed with ANSI(TPI'1-1995 criteria'. C EXP. 06/30/05 * LOAD CASE(S) Standard G,'vtL �\P ®WARNING - Verify design parafaerers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual February/ 1 8, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- ` 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property f 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in Inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. y8" C2 J5 2. Cut members to bear tightly against each o other. CL O �, 3. Place plates on each face of truss at each ZC3 301joint and embed fully. Avoid knots and wane p at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C9 C6 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE esrfor prreserve treated lumber. preservative AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections _ to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and Installation of trusses. TM ® PANEL HYDRO A/R ® CLIP ©1993 Mitek Holdings, Inc. G/1NG-NAIL fJob Tn SIERALOG T5 _I Truss Type SCISSORS Qty --- I lyl — -I— - -- 4.201 SRI s Oct 17 2002 MiTek Industries, Inc. lue 2.0.0 6.3.7 11-10-12 17-6-0 23-14 28.8.9 35.0-0 37-0-0 2-0-0 6-3-7 5.74 5-7-4 5-7.4 5.74 637 2-0-0 4x4 - luxlZ — 5x5 3.00 12 1x4r III 3x5 � 5x5 i LUMBER 2.1�f 0-1-1 2 X 4 DF No. 1&Btr-G 17.6-0 2 X 4 DF No.1 &Btr-G 25-10-15 .3540 E OTHERS 2 X 4 HF Std *Except* i 2.11.15 6-1.2 SLIDER 84158415 I 9.1-1 i Plate Offsets (X,Y): [2:0 -8-1,0-4-81,[2:1-1-4,0-1-01,[9:0-1-11,0-0-4),[9:0-0-8,0-2-31 LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES TCLL 16.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.26 11-12 >999 M1120 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.61 11-12 >650 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.36 9 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/deft = 360 Weight: 187 Ib LUMBER TOP CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Std -G OTHERS 2 X 4 HF Std *Except* 9-14 2 X 4 DF No.1 &Btr-G SLIDER Left 2 X 8 OF No.2 3-8-6 REACTIONS (Ib/size) 2=1316/0-5-8, 9=1242/0-5-8 Max Horz 2=I14(load case 4) Max Uplift 2=-417(load case 5), 9=-350(load case 5) R8496876 Scale = 1:81.4 GRIP 185/148 BRACING TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. Except: 1 Row at midpt 9-11 TOP CHORD BRACING @ 24. O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=36, 2-3=-3088, 3-4=-3088, 4-5=-2904, 5-6=-2303, 6-7=-2303, 7-8=-3281, B-9=-3602, 9.10=22 BOT CHORD 2-13=2739, 12-13=2593, 11-12=2773, 9-11 =3275 WEBS 6-12=1768, 4-13=-81, 5-13=138, 5-12=-477, 7-12=-659, 7-11=413, 8-11 =-254 v(y NOTES ✓� 1) This truss has been checked for unbalanced loading conditions. 1 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 it above ground level, using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6).One HCDP Hughes'connectors recommended to connect truss.to bearing walls due to uplift,at jt(s) 2 and 9. (7) This-truss-has,been designed with .ANSI/TPI-,1-7995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. C �F(I(-/j o is � V � C 17180 EXP. 06/30/05 /•* �� CIVt1- \\OFCAI ' February 18,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other Interested parties. '/8" cz Q J5 2. Cut members to bear tightly against each 1/8" '� + o other. O �, 0 3. Place plates on each face of truss at each U' LQ Joint and embed fully. Avoid knots and wane p '' " v at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices �, plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication. _ required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT 7. Camber is a non-structural consideration and 'For tabular plating format refer to the FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension Is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. im a BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM ® PANEL HYDRO A/R ® SLIP GANG-N/�ILOD ©1993 Mitek Holdings, Inc. ,Truss Truss Type �. —_-- Oty Ply SIERALOG 1-6 SCISSORS 1 1 TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MiTek Industri N W N O -2.0-0 6-3.7 11-10-12 17-6-0 23-14 28-8-9 350-0 37-0.0 I fi—ice f I—I 2.0.0 6-3-7 57.4 5-74 5.7.4 574 6-3.7 2-" 44 - 5x5 -�-- 3.00 112 txy I I 1x4`'-1'1" 3x5 ; 5x5 2-11-15. 91.1 F 1748.0 I 2510.15 350-0 2-11-15 6-1-2 8.4-15 84-15 91-1 R8496877 Scale = 1:81.4 LOADING (psi) SPACING 2-0-01 CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1:15 TC 0.79 Vert(LL) -0.26 11-12 >999 M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.61 11-12 >650 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.36 9 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/deft = 360 Weight: 183 Ib LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Std -G OTHERS 2 X 4 HF Std *Except* 9-14 2 X 4 DF No.1 &Btr-G SLIDER Left 2 X 8 DF No.2 3-8-6 REACTIONS (Ib/size) 2=1316/0-5-8, 9=1242/0-5-8 Max Horz 2=114(load case 4) Max Uplift 2=-417(load case 5), 9=-350(load case 5) BRACING TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. Except: 1 Row at midpt 9-11 TOP CHORD BRACING @ 24' O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0' O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=36, 2-3=-3088, 3.4=-3088, 4-5=-2904, 5-6=-2303, 6-7=-2303, 7-8=-3281, 8-9=-3602, 9-10=22 BOT CHORD 2-13=2739, 12-13=2593, 11-12=2773, 9-11 =3275 WEBS 6-12=1768, 4-13=-81, 5-13=138, 5-12=-477, 7-12=-659, 7-11 =413, 8-11 =-254 60- DY,114, C)b/ NOTES 14 OFj1� V J 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 it above ground level, /f�r using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on / an occupancy category 1, condition I enclosed building, of dimensions 45 it by 24 it with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joints) 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of. bearing surface. yyfi) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s).2 and 9. v 17)•This'truss'has beendesigned with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. �� m Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivey, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. C. C 17180 z a EXP. 06/30/05 J* ksx C1Vi1. ��P �i February 18,2003 . Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property �--1 3/4 Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8" C2 C3 1 J5 2. Cut members to bear tightly against each o other. w, a 3. Place plates on each face of truss at each o C LC6 joint and embed fully. Avoid knots and wane p 8vat joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices Ce c, 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP GANG -NAIL ©1993 Mitek Holdings, Inc. Job - SIERALOG TROJAN TR r Qty - Ply — -- — - -- -- — R8496878 1 1 (optional) MiTek Industries, Inc. Tue Feb 18 12:03:57 2003 Page 1 -2-" 63.7 11-10-12 17 i 231-4 2669 I 350-037-0.0� 2.0.0 63.7 57.4 57-4 57.4 57-4 63.7 2-" 4x4 - 3.00 12 1x4 II 3x5 5x5 i N M c 0 Scale = 1:81.4 " 2-11.15 9-1-1 2 X 4 DF No. 1&Btr-G 17-60 2 X 4 OF No. t &Btr-G 2510-15 2 X 4 DF Std -G 350-0 2 X 4 HF Std SLIDER Left 2 X 8 OF No.2 3-8-6 r I ) 2-11.15 61-2 8-4-15 9-4-15 { 9.1-1 Plate Offsets MY): [2:0-8-1,0-4-81,[2:1-1-4,0-1-01, [9:0-1-11,0-0-41,[9:0-0-8,0-2-31 LOADING (psf) SPACING 2-0-0 - CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1:15~ TC 0.79 Vert(LL) -0.26 11-12 >999 M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TU -0.61 11-12 >650 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TU 0.36 9 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 360 Weight: 176 Ib LUMBER TOP CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD 2 X 4 OF No. t &Btr-G WEBS 2 X 4 DF Std -G OTHERS 2 X 4 HF Std SLIDER Left 2 X 8 OF No.2 3-8-6 REACTIONS (Ib/size) 2=1316/0-5-8, 9=1242/0-5-8 Max Horz 2=114(load case 4) Max Uplift 2=-417(load case 5), 9=-350(load case 5) BRACWG TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. Except: 1 Row at midpt 9-11 TOP CHORD BRACING @ 24" O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=36, 2-3=-3088, 3-4=-3088, 4-5=-2904, 5-6=-2303, 6-7=-2303, 7-8=-3281, B-9=-3602, 9-10=22 BOT CHORD 2-13=2739, 12-13=2593, 11-12=2773, 9-11 =3275 WEBS 6-12=1768, 4-13=-B1, 5-13=138, 5-12=-477, 7-12=-659, 7-11=413, 8-11 =-254 *01 /AVG C (J� NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSIrTPl 1-1995 angle to grain formula. Building fdesigner,should verify. capacity,of.bearing surfacer , 6) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 9.__�"�r 7)t This truss has-been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer —not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. MST" Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 4 14 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 683 D'Onolrlo Drive, Madison, WI 53719 MITek Industries, Inc. QaoFEss1 0 7C 17180 �� a EXP. 06r30105 CIV11- �P ��FCAL,F February 18,2003 5x5 -� Symbois Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in Inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8" C2 " J5 2. Cut members to bear tightly against each o other. of 0 0 �, CL 3. Place plates on each face of truss at each �� 3 joint and embed fully. Avoid knots and wane 0 e v at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices Ce C, CG 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 1996 at time of 'This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. "All 13. Do not overload roof or floor trusses with stacks BEARING Indicates location of joints at of construction materials. 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM v� HYDRO A/R (D PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL Joo . Trust —"--- Truss Type --- --------�— _Qty Ply - — ----- --- --- -------- R8496879 SIERALOG T8 SCISSORS 2 1 (optional) _ TROJAN TRUSS. ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Tue Feb 18 12:03:58 2003 Page 1 F 2-0.0 I 6-37 I 11-10-12 17.6.0 I 231.4 I 28-8.9 35AA 137_0-0� 2-0-0 637 5.7-4 5-7-4 5.7-4 5.7.4 6-37 2-0-0 Scale = 1:75.2 4x4 - 1206 i r__ 2-5-0 a1-1 17.6-0 25.10-15 ° 35.0.0 LUMBER NOTES Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual 2.5-0 68-1 TOP CHORD 9.415 TOP CHORD Sheathed or 2-8-12 oc purlins. B-415 `1}1-1. •_ . Plate Offsets (X,Y): [2:0-4-3,0-0-01,12:2-9-8,Edgel, [2:1-5-7,0-4-91,[8:0-1-11,0-0-41 2 X 4 DF Std -G regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, OSB - OTHERS LOADING (psf) SPACING 2-00 CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1-.15^ TC 0.81 Vert(LL) -0.27 10-11 >999 M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.84 Vert(TU -0.64 10-11 >627 1-2=37, 2-3=-3498, 3-4=-3107, 4-5=-2376, 5-6=-2376, BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TU 0.39 8 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min 1/defl = 360 Weight: 161 Ib LUMBER NOTES Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual BRACING TOP CHORD 2 X 4 DF No. 1&Btr-G TOP CHORD Sheathed or 2-8-12 oc purlins. BOT CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 8-4-3 oc bracing. WEBS 2 X 4 DF Std -G regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, OSB - OTHERS 2 X 4 HF Std WEDGE MiTek Industries, Inc. Left: 2 X 8 DF No.2 TOP CHORD BRACING @ 24" O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL REACTIONS (Ib/Size) 2=1 307/0 5-8, 8=1259/0-5-8 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REG, D) REFER TO TPI Max Horz 2=1307/04 case 4) PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. Max Uplift 2=-396(load case 5), 8=-354(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=-3498, 3-4=-3107, 4-5=-2376, 5-6=-2376, 6-7=-3351, 7-8=-3671, 8-9=22J BOT CHORD 2-12=3188, 11-12=2723, 10-11 =2839, 8-10=3337 WEBS 5-11=1834, 3-12=-365, 4-12=233, 4-11 =-540, 6-11=-658, 6-10=411, 7-10=-251 / IV 1 1) This truss has been checked for unbalanced loading conditions. ` 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building ,.designer should verify capacity of•bearing surface" r' — '-I- — w _ • -,I l4 6) One RCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s)_2�and -8. 7) -This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the e: actor. *a na Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. c 13EESSIp e. C 171$0 zIT * EXP. 06/30,10 C1V1t �P q�CFCAI.IF��� February 18,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each other. 0 �, 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p " U at joint locations. ' For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C, C" 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design Is not connector plates, applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension Is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension Is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14: Do not:cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP GANG-NN�LQV Truss Truss Type — — -- -- — — Qty —Ply - - --- ---- ---- -- -- R8496880 SIERA-OG T9 SCISSORS 6 1 (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Tue Feb 18 12:03:59 2003 Page 1 2 0 0 6.3.7 11.10.12 17.6-0 23.1.4 �— 28-8-9 35-0-0 137-0-0 2-0-0 6.3-7 5.74 5.7.4 5.7.4 5.74 6.3-7 2.0-0 _ Scale = 1:65.7 4x4 - �1 0 r 9.1-t 1 17-6-0 I 25.10.15 F 35.0.0- 9.1.1 8.415 8-0-15 �'' 9.1-1 N N DIY 0 LOADING (psf) SPACING 2-0-0 0 CSI DEFL in (loc) Weft PLATES GRIP TCLL 16.0 Plates Increase `' -1.15` TC 0.85 Vert(LL) -0.30 11 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.69 11.12 >597 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.46 8 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/deft = 360 Weight: 150 Ib LUMBER TOP CHORD 2 X 4 OF No. 1&Btr-G BOT CHORD 2 X 4 OF No. t &Btr-G WEBS 2 X 4 OF Std -G BRACING TOP CHORD Sheathed or 2-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing. REACTIONS (Ib/Size) 2=1290/0-5.8, 8=1290/0-5-8 TOP CHORD BRACING @ 24" O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD Max Horz 2=-101(load case 3) CONTINUOUSLY BRACED @ 10'0. O.C. UNLESS RIGIDLY SHEATHED. LATERAL Max Uplift 2=-360(load case 5), 8=-360(load case 5) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) TOP CHORD - First Load Case Only 1-2=22, 2-3=-3795, 3-4=-3479, 4-5=-2510, 5-6=-2510, I/ 6-7=-3479, 7-8=-3795, 8-9=22�i BOT CHORD WEBS 2-12=3451, 11-12=2959, 10-11 =2959, 8-10=3451 t �/ 5-11 =1953, 3-12=-246, 4-12=407, 4.11=-655, 6-11 =-655, 6-10=407, 7.10=-246 NOTES I This truss has been checked for unbalanced oa Ing con Itlons. G 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, / using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on Of, an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 10 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 4.,► 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. UBC -97. redo 4) A plate rating reduction of 20% has been applied for the green lumber members. [, 5) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. �OFI Building designer should verify capacity of bearing surface. 6) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s).2 and 8. F C 7) This -truss has been designedwithANSILTPI_1-1995 criteria. LOAD CASE(S) Standard C 17180 y ,mZ * M 061301/05 Civil ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE OFCA�-,FO� Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual February 18, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. H1111A Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. •. il' 1 Symboil Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. `2 Ca J5 2. Cut members to bear tightly against each �/a -► + o other. 17-1 T�, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane at joint locations. ' For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices 1 C6 C7 CA plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. * � BEARING 13overload materials. trusses with stacks of construction Indicates location of joints at 14. Do not cut or atter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP GAN GNAIL ©1993 Mitek Holdings, Inc. J016 . � Truss Truss Type SIERALOG T10 SCISSORS 1s Feb 18 1 R8496867 "I1_10.8 I 44.15I _17-8 I 21-2-12 26.1.1 331-8 3S 1 I 1.10-8 4-4.15 5-74 5.74 574 5.7.4 637 2-0.0 Scale = 1:68.4 4x4 - N C6 0 0 4 12 3x8 1-10.8 7-2-9 1-10.8 7.2-9 3.00 12 THIS DESIGN SHALL BE REVIEWED AND APPROVED BY PROJECT ENGINEER OR QUALIFIED BUILDING DESIGNER FOR LATERAL LOAD AND LATERAL STABILITY. 15-7-8 24.0.7 b -8 - B-4-15 B-415 s -1-1— Plate Offsets MY): (7:0-1-7,0-0-4),[12:0-4-12,0-1-8) LOADING (psf) SPACING 2-0-0— CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1:15 TC 0.87 Vert(LL) -0.23 9-10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.52 9-10 >750 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.38 7 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 149 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 3-3-5 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 9-4-8 oc bracing. WEBS 2 X 4 DF Std -G WEBS 1 Row at midpt 2-12 TOP CHORD BRACING @ 24" O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD REACTIONS (Ib/size) 7 =1233/0-5-8, 13 =1110/0-5-8 CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL Max Horz 13=-125(load case 3) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL Max Uplift 7=-35111oad case 5), 13 = 235(load case 5) PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only 1 _ o TOP CHORD 1-2=-559, 2-3=-2862, 3-4=-2358, 4-5=-2357, 5-6=-3336, 6-7=-3660, 7-8=44, % / 12-13=-1110, 1-12=-358 BOT CHORD 11-12=2465, 10-11 =2570, 9-10=2782, 7-9=3281 / WEBS 4-10=1759, 2-11 =131, 3-11 =53, 3-10=-445, 5-10=-661, 5-9=410, 6-9=-251, 2-12=-2319 � O NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, .11 � y they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. --•-r-- 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 7, 13 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 7 and 13. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structu-e is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- EllS 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 Donofrio Drive, Madison, wl 53719 MiTek Industries, Inc. C 17180 EXP. 06/30/05 >+t February 18,2003 Symbols slumbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property - r 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in Inches. Apply plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. '/8" Cz °' J5 2. Cut members to bear tightly against each o other. 0 0 3A>P 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p u at joint locations. 'For 4 x 2 orientation, locate �- a 4. Unless otherwise noted, location chord splices C8 C, C, 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Comber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. •Anchorage and/or load transferring connections _ to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at� 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Indus f s, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP GANG-N/��L ©1993 Mitek Holdings, Inc. Truss `. Truss Type Qty L1�7—R8496868 SIERALOG T11 SCISSORS 2 i (optional) — I. —"— TROJPLN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Tue Feb 18 12:03:43 2003 Page 1 N M -3.0-0 3.3-7 8.10-12 14-&0 20-14 25-8-9 32-0-0 34.0-0 3.0-0 3.3.7 5-74 5-74 5-74 5.7.4 6-3.7 2.0.0 Scale = 1:67.1 4x4 13 run LH I rn/1L LUF W -1— Ln 1 —1-1 . 1 —1— 1 , . -3.0.0 8.1-1 14.6-0 22-10-15 3.0-0 6-1-1 84-15 8.415 X91=1' LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl TCLL 16.0 Plates Increase 1.15 TC 0.54 Vert(LL) -0.21 9-10 >999 TCDL 10.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.46 9-10 >822 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TU 0.33 7 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 OF No.1 &Btr-G WEBS 2 X 4 OF Std -G PLATES M1120 Weight: 145 Ib BRACING TOP CHORD Sheathed or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. GRIP 220/195 REACTIONS (Ib/Size) 7=1195/0-5-8, 13=1071/0-5-8 TOP CHORD BRACING @ 24' O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL Max Horz 13=-117(load case 3) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL Max Uplift 7=-34311oad case 5), 13=-227(load case 5) PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-222, 2-3=-2419, 3-4=-2194, 4-5=-2193, 5-6=-3181, 6-7=-3510, 7-8=44, 12-13=-10711 = 166 j�` BOT CHORD 11-12=1 1 8055,, � 10-10-1 1=2282,9-10=2635,7-9=3146 WEBS 4-10=1613, 2-11 =384, 3-11=-149, 3-10=-306, 5-10=-665, 5-9=416, 6-9=-258, 2-12=-2035 jti �00, NOTES 4 1) This truss has been checked for unbalanced loading conditions.�/� ��Q 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, 1 ^� using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on ®� an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not'exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 7, 13 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One HCDP Hughes connectors recommended to connect truss to bearing wallsilue to upliff et jt(s) 7 and ..._ - 7) This truss has been designed with ANSI/TPI 1-1995 criteria. C 17180 Z LOAD CASE(S) Standard * �P 06/30/05 * C10- 4R ®WARNING - Vet -i.& design pararnelers and READ NOTES ON T141S AND REVERSE SIDE BEFORE USE OFC Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual February 18, 2003 building component to be Installed and loaded vanically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symb®Is Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other Interested parties. 1/8, 1/8" C2 C3 J5 2. Cut members to bear tightly against each 0 0 c other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane " v at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C, Ca 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed I Wo at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension Is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 ', 11. Bottom chords require lateral bracing at 10 ft. I Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling Is Installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP ©1993 Mitek Holdings, Inc. G/�NG-NIHILQD PLOT PLALI- AR " 02-77 0140 OS LI SCALE 40'0 " APU, - 00 3: cn 0 0 LLJ sr C t, .2S'a, i G ' WV_ L L POMC 70, [IJ co sm 1 lZI C 1.; PP, WV_ L L POMC 70, [IJ co 30 yr, Comp, o r�- wf ,,C) 24X3$ PRINTED ON No. 1000" CLEMpRINT* PIZI i x & -. 13/"C -aX9 LOQ (A[310 -0 Y RE l AC J l t \ '. C --1 IQ .W F , > ,I V -2 '1 C'.... A 4 , f— , s W" r , � .. . w . . — - .'...... 3 ... / / ,V Po �.--- - eXd LOG, CARtN sIDIA)c . zolo" 2� Zn OCT v5o -� //y04=1101, DIMINiG } EPNNTE FLOOR PLA\N M 3,Q,. F' REVISIONS ' BY U) 01 w z z k/ ��. LL) i/ W 004 C� • V Date Scale Drawn Job a Sheet Of Sheets ENMRONMER JAN 21 7 COUNTY CEI ELOT. FL FAP, V COZ7 O� SCALL 0